HomeMy WebLinkAbout3623 Crawley Down Lp 18-1516; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT tt))
STATEMENT NUMBER: 18100002 DATE: March 21, 2018BUILDINGAPPLICATION #: 18-10000291
BUILDING PERMIT NUMBER: 18-10000291
c
UNIT ADDRESS: CRAWLEY DOWN LOOP 3623 17-20-31-5VC-0000-0520
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3623 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Familyy Housing 705.00 1.000 dwl unit 705.00ROADS-COLLEC'ORS N/A
Single Family
FIRE RESCUE
Housing
N/A
00 1.000 dwl unit 00
LIBRARY CO -WIDE ORD
00
Single Family
SCHQOLS
Housing
CO -WIDE ORD
54.00 1.000 dwl unit 54.00
Family
PARKS
Housing
NA
5,000.00 1.000 dwl unit 5,000.00
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE
00
5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT`
1101 EAST FIRST STREET
SANFORD, FL 32771 y
SHOULD
L-
PAYMENT
THE COUNTYBUIILDINGYPERMIT NNUMBERCHECK
OR EATOTHERTOPNLLEFTOOFDTHISESTATEMENT. 4
THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
THIS INSTRUMENT PREPARED BY:
Name: NVR Inc. dba Ryan Homes
Address: 4307 Vineland Rd, Suite H-20
Orlando FL 32811
NOTICE OF COMMENCEMENT
Permit Number: 18-1516
Parcel ID Number: 17-20-31-5VC-0000-0520
GF,ANT 1V',L0Y7 SE111NOLE COUNTY
C:I ERK OF CIRCU11' COURT t. COCIFI•ROLLER
BK tT 1:39 F's 1'694
CLERK'S T 2018059491
RECORDED 05/24/2018 II'?i:lr+=4.`.: F'11
RE (:(. 01D 1G FEES $1.0.00
RE(;QRI?Erl1 BY hde ,we
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 # 52 of Kensington Reserve 3623 Crawley Down Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
6. LENDER:
Address:
Phone Number:
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: Dayna Whitson Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the 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.
Sig re of Owner or Lessee, or Owners or Lessee's
Auatorized Officer/Director/Partner/Manager)
state of Florida County of Orange
The foregoing Instrument was acknowledged before me this '2, (
by Dayna Whitson
Name of person making statement
who has produced identification type of identification produced:
TRACY LEIGH MCDONALD
MY COMMISSION # FF925012
EXPIRES October 06, 2019
rC7t 9tS U'S3 Floddallots yserv,ce Corr
Dayna Whitson Assistant Secretary
Print Name and Provide Signatory's Title/Office)
day of `' 20 $
Who is personallkn n to me LX OR
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT q 5
STATEMENT NUMBER: 18100002 DATE: March 21, 2018
BUILDING APPLICATION #: 18-10000291 7Z
BUILDING PERMIT NUMBER: 18-10000291
UNIT ADDRESS: CRAWLEY DOWN LOOP 3623 17-20-31-5VC-0000-0520
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT -
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE M-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3623 CRAWLEY DOWN LOOP / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROA] CO -WIDE ORD
S?
S-ARTERIALS
Ingle Family Housing
ROAS S-COLLECT ?RS N/A
705.00 1.000 dwl unit 705.00
y Housing 00 1.000 dwl unit
FIRE119ASCUE N/A 00
LIBCO-WIDERleTAnZa ORD
00
S Family
SCH 0 S
Housing
CO -WIDE ORD
54.00 1.000 dwl unit 54.00
S? ngle Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE
0
5,759.000
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE "
I )
I
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAYBE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE OP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: 1
Project Name: Kensington Reserve Project Address:
Building Permit #: Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print Name f Owne /Ten
Signature of er/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Robert Lattanzi - Ryan Homes
Print Nam o en. Co tra
Signature of Gen. Contractor
CBC1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
ignahlre of El. Contractor
EC0003096
El. Contractor License #
CALLED INTO: Progress Energy n Florida Power and .Light on
Rev. 02/10/15)
CITY OF SANFORD
t`U i BUILDING & FIRE PREVENTION
PERMIT APPLICATION
r
Application No:
Documented Construction Value: $
Job Address: 3623 Crawley Down Loop Historic District: Yes No
Parcel ID: 17-20-31-5VC-0000-0520 Residential X Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name NVR INC dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property?
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR Inc dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design
Street: 1441 N Ronald Reagan Blvd
City, St, Zip: Longwood FL
Bonding Company: N/A
Address:
Phone: 407-774-6078
Fax:
E-mail: brian@abdesigngroup.com
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 THE FIRST" INSPECTION. IF YOU INTENDTO 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. 1 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. FRC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
3/21 /2018 3/21 /2018
Signature f gent Date Signature Ca i ac rFAgent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
1 3/21 /2018 e'2....-- 3/21 /2018
Signature of Notary -State of Florida Date
Pav puaf MEAGAN LYNNE FOV&ER
0 * MY COMMISSION # GG 063253
Q EXPIRES: January 17,2021
Boded Thru Budget Notary Sernres
Owner/Agent is _X_ Personally Known to Me or
Produced ID Type of ID
SignatA atrfNota4 g Date
e NIEA i MWLER
MY COMMISSION # GG N3253
4o" EXPIRES: January 17, 2021
yor
FJ;` Bondad Thru Budget Notary Service Contractor/
Agent is __X_ Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building g Electrical [' Mechanical Plumbing' Gas[]Roof Construction
Type: \/Pj Occupancy Use: R 3 Flood Zone: Total
Sq Ft of Bldg: 3c)% Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No [j It of Heads APPROVALS:
ZONING: "7 UTILITIES: ENGINEERING:
tAy( A - --At FIRE: COMMENTS:
Ok to construct single family home with
setbacks and impervious area shown
on plan. 7S
a yl 'S Plumbing - #
of Fixtures Fire
Alarm Permit: Yes NOE] WASTE
WATER: BUILDING:
5`I9, l8 Revised:
June 30, 2015 Permit Application
sz
tj
Via.
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ' S _ 1 15l
Documented Construction Value: $ 91,032
Job Address: 3623 Crawley Down Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0520 Residential El CommercialEl Type
of Work: New 0 Addition Alteration u Repair Demo Change of Use Move u Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name
VN RINC, dba Ryan Homes Street:
4307 Vineland Rd #H20 City,
State Zip: Orlando FL 32811 Phone:
407-692-9831 Resident
of property? : Contractor
Information Name
NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Street:
1441 N Ronald Reagan Blvd City,
St, Zip: Longwood FL Bonding
Company: Address:
N/
A Phone:
407-774-6078 Fax:
E-
mail: _ Mortgage
Lender: Address:
brian@abdesigngroup.
com N/
A 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: 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 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.
A ? 3/21 /2018 /J\3/21 /2018
Signature f gent Date SignatureV gent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name
3/21 /2018
Signature of Notary -State of Florida Date
Y Pu,y MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17.2021
rFOF,V Bonded Thru Budget Notary Services
Print Contractor/Agent's Name
3/21 /2018
Signal fNota g Qr`
o, `
e, TEAJ NE F WLER
MY COMMISSION # GG 063253
1 EXPIRES: January 17, 2021
r"OF F`op Bonded Thna Budget Notary Services
Date
Owner/Agent is _X_ Personally Known to Me or Contractor/Agent is x_ Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
1877-1
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3623 Crawley Down Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0520
Phone Number: 407.692.9820 Email: trmcdonaCa)nvrinc.com
The reason for the flood plain determination is:
110-1 New structure F] Existing Structure (pre-2007 FIRM adoption)
F-1 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 4360)
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number- 120294009OF Map Date: Sept 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the: El floodplain El floodway
F--J A portion of the parcel is in the: 0 floodplain F-1 floodway
W The parcel is not in the: FEW floodplain 0 floodway
El The structure is in the: F-1 floodplain 0 floodway
El The structure is not in the: 0 floodplain E] floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1516
Reviewed by: Michael Cash, CFM Date: March 25, 2018
A I P I Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use &
it, 0 R Jh _." landscaping ; Right -of -Way1877— "
www.santordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone: 407.688.5140 Fax: 407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and I or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the ruraaarababw
size and location of the existing right—of-way and use shall be provided or application could be delayed. COO bet we ro 411%
1. Project Location/Address
2. Proposed Activity:
3623 Crawley Down Loop, Sanford, FL 32773
RX Driveway R Walkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of Work: Construction of New Single Family Home
This application is h
Property Owner
Signature: T
Address: 4307 Vin 1A n( V
Phone: (407) 692-963-1
by:
H-20 Orlando, FL 32811
F] Other:
Print Name: Tracy McDonald
F-I Emergency Repairs
Fax: Email: trmcdona@nvrinc.com Date: 03/20/2018
Maintenance Responsibilitieslindemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said 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 Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the
Requestors property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have road
Signature:
the above statement and by signing this application I agree to its terms.
Date: 03/20/2018
This permit shall be posted on the site during construction.
Please call 407.688.6080 24 hours In advance to schedule a pro -pour Inspection.
Pre -pour Inspection by: Date:
Official Use Only
Application No: Fee: Date:
Reviewed:
Public Works Date:
Utilities A Date:
Approved:
4- Z5 Zcl b- Engineering Date:
Site Inspected by: Date:
Special Permit Conditions:
November 2016 ROW Use Dnveway.pdf
3/2* 018 SCPA Parcel View: 17-20-31-5VC-0000-0520
cr t Propgrty Record Card
Parcel: 17-20-31-5V(<-0000-0520
Property Address: 3623 CRAWLEY DOWN LOOP SANFORD, FL. 32773
Parcel Information Value Summary
Parcel „ 17-20-31-5VC-0000-0520
Owner BRISSON WEST PROJECT I LLC
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Property Address 3623 CRAWLEY DOWN LOOP SANFORD, FL 32773
Number of Buildings 0 0
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Depreciated Bldg Value
Subdivision Name KENSINGTON RF5ERVE
Depreciated EXFT Value
Tax District S1-SANFORD
Land Value (Market) 67,000 14,000
DOR Use Code 00-VACANT RESIDENTIAL
Land Value Ag
Exemptions Just/Market Value "` 67,000 14,000
0CD
117.58
z
rx-
Serninole County GIS
Legal Description
LOT 52
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Sales
Description Date
Portability Adi
Save Our Homes Adi $0 0
Amendment 1 Adj $0 0
P&G Adi $0 0
j Assessed Value $67,000 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Assessment Value Exempt Values Taxable Value
67,000 $0 $67,000
67,000 $0 $67,000
67,000 $0 $67,000
67,000 $0 $67,000
67,000 $0 $67,000
Book Page Amount Qualified Vac/Imp
No Sales
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315VC00000520 1 /2
Year Built
SCPA Parcel View: 17-20-31-5VC-0000-0520
No Permits
Units
No Extra Features
Value New Cost
http://parceldetaiI.scpafl.org/ParcelDetaiIInfo.aspx?PID=1720315VC00000520 2/2
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Prepour
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock`
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
1 C,
r-..; X 6 r; G,-'f.;%ilzi///'ski, .x`i', 'i /; d .,//- o
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: Z' I-> -\ tts
I hereby name and appoint: Tracv McDonald
an agent of- NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
El The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name: Robert Lattanzi
State License Number: CBC125756
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this '2-1 day of
200 18 , by Robert Lattanzi who is
1or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
MFAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
EXPIRES: January 17.2021
Thru Budget Notary SerMON
Rev. 08.12)
Signature
fAc-A-6A-Io f-ovj
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
A R C N I T E C T f
SQ.FT. CALC.'S
IST FLR LIVING 1,243 SQ FT.
2ND FLR LIVING 1,296 6a FT.
TOTAL LIVNG 2f53S $a FT.
ENTRY 23 SQ Fi.
GARAGE 453 5a FT.
TOTAL 3015 5Q FT,
PATIO 24 5a FT,
00hrO Nlf AID OLADVM YXV LOADIR MOC 1 D EBEO&W
FOR E SE'OCFD CUM
CALL WAVE
MEI/CIL>'
270F! 808ENMD
wom LamaPOMACEDEpN710M
1 112 5 -O' IW' 84' 5 26M-3269
2 24 3080 DR 36' 91, 4 30E8/-32.•18
3 36 2)26-SN T6' V 5 21]U-3111
4 33 2) 25-5N T6' 63, 5 29.411-3113
5 50 3) 25-84 144' 63' 5 2635/-3325
5A 50 6090 5CD 14' 4 285W-3129
6 33 2) 25-SN 16' 63• 4 2UU-3211
1 Ti 25-S4 38' 63, 5 3084/-3355
8 n Z-SN 38' 63' 4 MW-40.60
WIND DESIGN CRITERIA
A 5A54 WMD SPEED MPN (3 SECOND GUST)
Vt9-T.50 / VASO.IW MPFI
5. MTERNAL PRESSURE COEFFICENT.. Ja
C. RIaK CATEGOW-TYPE 11
D. EXP06NRE CATEGORY C
NOTE,
VALUES FOR CQ-R-CHEWS 4 CLADOW. PRESSURE ARE 5A$FD ON
TIE Vult DESIGN WMD 6FMO. F5CR 6TW ED. (2011) ALLO 15 T4 EW
PRE93l1RE9 TO 5E M11-TtT•LIM 5Y Ob TO MEET TL$ ALLOWABLE OR
NOMINAL TESTED VALtES USED SY PRODUCT MAWFFAGTURERS.
NOTELI" TO DRTW U 14TALLATICN CN ALL FIR02,15 tEMM 2AP' FR'RI TW FKW
RFl,o TILL GE SPRAYED M®WD11EATBORATE' A 111" E 11EATED SPRAY 3
Ill RXIE
OnTO' LN
WW M%NW Y' OG ACABINET
SECTION SCALE,
v2'.r-m' 3
Ill' TOP
0
Mrz U4
BCCD FNN® ror. CABINET
SECTION B
SCALE: IR'.I'-0' HEADER
DETAIL 4'-
51 pm
MORNING
RM. W-
4' CLCa TIL.
9) 5A
j 2i a 9 I
1 _
0. I
I
I
I
R/
T1I0 I
DINETILE)
I
ro I
OJTDOOR
K1TC41EN
RWC.
N-B1 v
r
I
GREAT
ROOM 5,_
8'xµ'_W' 8'-
4. Mr. CAWET) 41'
44Ci4 RALRIC7
4'
RID
s-
vas I
I II
Selo a UTILIT
Y LEWI SRaC
T
I
I I I v
4X4PD5T
D5LST4D
D51-
SW FOYER
I
TILE) (
TII V-
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CAR GARAGE Z
tGA11PET)
MT 11-4' Cm 7-
4• 2,-4• O
v 2)
26-BN t y Y
Lei
of"aa FIR aev: rt------
FES
E
i
i 16'-C X r-O' C4IGD O t44'-
0' 4`-8- 1, 2i'-4' FIRST
FLOOR PLAN SCALE:
114 . I'-O' ELEVATION 'A' Design
Group"
Ia. 1"
l N. RONALD REAGAN BLVD. LONGW000,
FL327W PH:
4D7.7748078 FAX:
407 7744078 wmrAA*,
0003325.rcm AAr: ooD33zs sysnrv.
ac LoT KENSINGTON
RESERVE
LOT
52) MoDEL-
SANTA
ROSA VERSION#
al) PROJECTIfl:
02997.
000 PAGE:
FIRST
FLOOR
PLAN AMWEG
STATE
CF R-OMA DATE:
1 /29 /18 SCALE:
1/4"=1'-0" SHEET
3
or 9
OCL CMU AFD CLADCM MD LAOD• YAMD YID E PCOM
FCR 0 MOD Duns
CALL • OIAAIM zm 110 WH MO
NDTN NBOITiXD
I 5 36' bl' 5 3106/-4103
I 5 866scfe(
2)
36' bi' 4 31061-3316
3 30
3051-SFI
1.." Ti' bl' S I9b1/-3e.5
4 4 46' R' 4 XW/-34M
4A 5 56 31' bP 4 31ID6/-33.16
5 5 36' by 5 31061-4103
b b 36' 1 by 1 4 3106/-3116
TSB'--'
WIND DESIGN CRITERIA
A BASIC WIMI:- SPEED I-IPFI (3 LELGTS7 CaWT)
ULT.ISO / VASO.IIS MF14
B. INMF44AL F'FESSUM COEFICENT.. JS
C. RISK CATEC CW-TTM 11
D. EX-06URZE C4TSWRT C
NOTE:
VALUES FOR CO'IPOENTS 4 CLADDING PRE"WRE ARE BASED ON
TFE VLit DESIGN UFND SPEED. FBCR 6TH ED. (20M) ALLOWS TLESE
PFESSIR€S TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BT PRODUCT M4111fACTURERS.
NOTE: L FRICR TO CR17"I WALLA" OI ALL FROM I'E3'EERS T-V FpM TLE RrK4l
CKFLO01 EE'"ATED AID 1111 AIM $V 'CORRAIV A MH"M TIFATED "AT SECOND
FLOOR PLAN SCALE:
114 . Y-0' ELEVATION 'A' A
R C H I T E C T S Desigfn
Group -.
a. l"
L N. RONALD RE 4AN BLVD. LONG
WOOD, FL 327W PH :
407-774L078 FAX:
407.774 078 AAA
Y: OM325 YYYIII
sUBDIV. &
LOT KENSINGTON
RESERVE
LOT
52) MODEL
SANTA
ROSA VERSION#
01) PROJECTEy:
02997.
000 PAGE:
SECOND
FLOOR
PLAN ARa-
rrECT: STATE
OF FLORDA DATE-
1/29/18 SCALE:
1 /4"=1'- 0"
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot52KensingtonReserveSantaRosaAGRE Builder Name: Ryan Homes pU4,_L E ,
Street: 3623 CRAWLEY DOWN LOOP Permit Office: SANFORD 4
City, State, Zip: SANFORD , FL, 32773 Permit Number: -
1 5 1 SA'Aq C) Owner: Jurisdiction: 91 008
Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2)
1. New construction or existing New (From Plans) 9. Wall Types (2658.3 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft'
b. Frame - Wood, Exterior R=13.0 1088.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft'
4. Number of Bedrooms 5 d. N/A R= ft'
5. Is this a worst case? No
10. Ceiling Types (1392.0 sqft.) Insulation Area
a. Under Attic (Vented) R=38.0 1296.00 ft'
6. Conditioned floor area above grade (ft') 2327 b. Knee Wall (Vented) R=19.0 96.00 ft'
Conditioned floor area below grade (ft') 0
c. R= ft'
Duct11. Duucts R ft'
7. Windows(327.8 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512
a. U-Factor: Dbl, U=0.35 274.79 ft'
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.29
a. Central Unit 38.5 SEER:15.00
c. U-Factor: Dbl, U=0.34 5.00 ft'
SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0,290 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1601.0 sqft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft' b. Conservation features
b. Floor over Garage R=13.0 305.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0,141
Total Proposed Modified Loads: 71.66 PASS
Total Baseline Loads: 73.19 11 7 7
I hereby certify that the plans and spe '6cations covered by Review of the plans and a elilli'LtE STl this calculation are in compliance w' the Florida Energy specifications covered by this Q
Code. calculation indicates compliancerr,
with the Florida Energy Code.
PREPARED BY: ___ "' _ ___ -._
DATE:
Before construction is completed
this building will be inspected fort,,
C
compliance with Section 553.908
I hereby certify that this buildIn , as designed, is in compliance Florida Statutes.
CQpvwiththeFloridaEnergyode. ?
OWNER/AGENT: _- - - - ---___ BUILDING OFFICIAL: _
DATE. - - 2L. L 41$ -- --- DATE:...... ..... -- _- LSIs. t ----
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house.
2/7/2018 2:25 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot52KensingtonReserveSant Bedrooms: 5 Address Type: Street Address
Building Type: User Conditioned Area: 2327 Lot # 52
Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON
of Units: 1 Worst Case: No PlatBook:
Builder Name: Ryan Homes Rotate Angle: 0 Street: 3623 CRAWLEY DOW
Permit Office: SANFORD Cross Ventilation: No County: Seminole
Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD,
Family Type: Single-family FL, 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
V Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockll 2327 21641.1
SPACES
Number Name Area Volume Kitchen Occupants
1 - - --------
Bedrooms Infil ID Finished Cooled Heated
1 Main 2327 21641.1 Yes 6 5 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main 305 ft2 13 0 0 1
2 Slab -On -Grade Edge Insulatio Main 131 ft 0 1296 ft2 ---- 0.38 0 0.62
ROOF
V Roof Gable Roof Solar SA Emitt Emift Deck Pitch
Type Materials
1__1 ------ -- --- -----
Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1791 ft2 400 ft2 Medium 0.85 N 0.85 No 0 26.6
ATTIC
Type Ventilation Vent Ratio (11 in) Area RBS IRCC
1 Full attic Vented 300 1601 ft2 N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Knee Wall (Vented) Main 19 Batt 36 ft2 0.11 Wood
2 Knee Wall (Vented) Main 19 Batt 60 112 0.11 Wood
3 Under Attic (Vented) Main 38 Blown 1296 ft2 0.11 Wood
2/7/2018 2:25 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Space R_Value Ft,, InIn -------- EtFt In Area R-Vatup Fraction- Absor---Grade/,,-,-
1 E Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 0 0.23 0.6 0
2 E Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0
3 E Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 1130.7 ft' 0 0 0.6 0
4 S Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft2 0 023 0.6 0
5 S Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft2 0 0 0.6 0
6 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0
7 S Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft2 0 0 0.6 0
8 W Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft' 0 0,23 0.6 0
9 W Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0
10 W Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 1773 ft2 0 0 0.6 0
11 W Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft2 0 0 0.6 0
12 N Exterior Frame - Wood Main 13 26 6 8 0 212.0 ft2 0 0.23 0.6 0
13 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0,6 0
14 N Exterior Concrete Block - Int Insul Main 4.1 16 0 9 4 149.3 ft2 0 0 0.6 0
15 Garage Frame - Wood Main 13 37 3 9 4 347.7 112 0 013 0.01 0
DOORS
V Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Main None 25 3 8 24 ft2
2 Wood Main None 25 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation,
Wall Overhang
V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 E 1 Vinyl Low-E Double Yes 0.35 029 N 61.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
2 E 3 Vinyl Low-E Double Yes 035 0.29 N 38.5 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
3 W 8 Vinyl Low-E Double Yes 035 0.29 N 30.5 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
4 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
5 W 10 Vinyl Low-E Double Yes 035 0.29 N 48.6 ft2 1 ft 0 in 1 ft4 in Drapes/blinds Exterior 5
6 W 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
7 N 12 Vinyl Low-E Double Yes 035 029 N 153 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
8 N 13 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 1 ft 0 in 1 ft4 in None Exterior 5
9 N 13 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
10 S 5 Vinyl Low-E Double Yes 0,35 0.29 N 16.2 ft' 1 ft 0 in 1 ft 4 in None Exterior 5
2/7/2018 2:25 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
f9141VIT, I311111.2iy`j GARAGE
1
Floor
Area Ceiling Area 453
ft2 453 ft2 Exposed
Wall Perimeter Avg. Wall Height Exposed Wall Insulation 66
ft 9.3 ft 1 INFILTRATION
Scope
1
Wholehouse Method
Proposed
ACH(50) SLA
000414
CFM
50 ELA EgLA ACH ACH 50 2524.
8 138.61 260.67 .3718 7 HEATING
SYSTEM 1
System
Type Electric
Heat Pump/ Subtype
Split
Efficiency
Capacity Block HSPF:
8.5 38 kBtu/hr 1 Ducts
sys#
1 COOLING
SYSTEM 1
System
Type Central
Unit/ Subtype
Split
Efficiency
Capacity Air Flow SHR Block SEER:
15 38.5 kBtu/hr 0 cfm 0.75 1 Ducts
sys#
1 HOT
WATER SYSTEM 1
System
Type SubType Electric
None Location
Garage
EF
Cap Use SetPnt Conservation 0.
95 50 gal 62.3 gal 120 deg None SOLAR
HOT WATER SYSTEM FSEC
Cert #
Company Name None
None Collector
Storage System
Model # Collector Model # Area Volume ft2
FEF
DUCTS
V #
1
Supply ----
Location
R Value Area Attic
6 512 ft2 Return ----
Air CFM 25 CFM25 Location
Area Leakage Type Handler TOT OUT QN RLF Attic
128 ft2 Proposed Qn Main --- cfm 139.6 cfm 0.06 0.60 HVAC #
Heat
Cool 1
1 2/
7/2018 2:25 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
1-UKM K4Ub-ZUI I
TEMPERATURES
Prograrnable Thermostat: Y Ceiling Fans:
Cooling Jan Feb Mar Ap, May Jun Jul Au 9 opSep Nov Dec
Heating JanIXI Feb Xj Mar A I May JunXj JulugJXJXj n SoviOctoocttxxi Dec
Venting Jan Feb X Mar Apr May Jun Jul Aug Se p Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
2/7/2018 2:25 PM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 98
The lower the EnergyPerformance Index, the more efficient the home.
3623 CRAWLEY DOWN LOOP, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft')
7. Windows" Description
a. U-Factor: Dbl, U=0.35
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62
SHGC: SHGC=0.29
c. U-Factor: Dbl, U=0.34
SHGC: SHGC=0.31
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft'
b. Frame - Wood, Exterior R=13.0 1088.00 ft'
1 c. Frame - Wood, Adjacent R=13.0 347.67 ft'
5 d. N/A R= ft'
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=38.0 1296.00 ft'
2327 b. Knee Wall (Vented) R=19.0 96.00 ft'
c. N/A R= ft'
Area
11. Ducts R ft'
274.79 ft'
a. Sup: Attic, Ret: Attic, AH: Main 6 512
48.00 ft'
12. Cooling systems kBtu/hr Efficiency
5.00 ft' a. Central Unit 38.5 SEER:15.00
ft'
1.000 ft.
0.290
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft'
b. Floor over Garage R=13.0 305.00 ft'
c. N/A R= ft'
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 Code com liant features.
Builder Signature: Date: 2/8/2018
Address of New Home: 3623 CRAWLEY DOWN LOOP City/FL Zip: 32773
kBtu/hr Efficiency
38.0 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
Tid6 S7,gr¢
Ire
WE,
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
2/7/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3623 CRAWLEY DOWN LOOP Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1 .2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1 .1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489. 1 05(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air IeakagdNndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0,944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls,
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (1 YC) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatary).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60°C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in 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.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawispaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cfm/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source 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 temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403A0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatorfte energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
2/7/2018 2:25 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot52Kensington ReserveSantaRosaAGRE Builder Name: Ryan Homes Street:
3623 CRAWLEY DOWN LOOP Permit Office: SANFORD City,
State, Zip: SANFORD , FL, 32773 Permit Number: Owner:
Jurisdiction: 691500 Design
Location: FL, Orlando COMPONENT
AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General
A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The
exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements
Breaks or joints in the air barrier shall be sealed. Ceiling/
attic The
air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the
insulation and an gaps in the air barrier shall be sealed. Y9pshall be aligned with the air barrier. Access
openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed. Walls
The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The
junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed.
a material having a thermal resistance of R-3 per inch Knee
walls shall be sealed. minimum. Exterior
thermal envelope insulation for framed walls shall
be installed in substantial contact and continuous
alignment with the air barrier. Windows,
skylights The space between window/door jambs and framing, and and
doors skylights and framing shall be sealed. Rim
joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors
The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including
insulation. maintain permanent contact with the underside of above -
garage subfloor decking, or floor framing cavity insulation and
cantilevered shall be permitted to be in contact with the top side floors)
of sheathing, or continuous insulation installed on the
underside of floor framing and extends from the bottom
to the top of all perimeter floor framing members.
Crawl
space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a
Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts,
penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior
or unconditioned space shall be sealed. Batts
in narrow cavities shall be cut to fit, or narrow Narrow
cavities cavities shall be filled by insulation that on installation
readily conforms to the available cavity spaces.
Garage
separation Air sealing shall be provided between the garage and conditioned spac as. Recessed
lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall
be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing
and wiring Batt insulation shall be cut neatly to fit around wiring and
plumbing in exterior walls, or insulation that on installation
readily conforms to available space shall Shower/
tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on
exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/
phone box or The air barrier shall be installed behind electrical or communication exterior
walls boxes or air -sealed boxes shall be installed. HVAC
register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall. Concealed
When required to be sealed, concealed fire sprinklers shall only be sprinklers
sealed in a manner that is recommended by the manufacturer. Caulking
or other adhesive sealants shall not be used to fill voids between
fire sprinkler cover Oates and walls or c6lings- a.
In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/
7/2018 2:25 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Manual S Compliance Report Job: W52KensingtonReserv...
wrightsoW p Date: 3/31/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 cODISGO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: Ryan Homes
3623 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 31403 Btuh Entering coil DB: 76.2°F
Outdoor design WB: 76.2°F Latent gain: 4224 Btuh Entering coil WB: 63.0°F
Indoor design DB: 75.0°F Total gain: 35627 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Sensible capacity: 31951 Btuh 102% of load
Latent capacity: 4715 Btuh 112% of load
Total capacity: 36666 Btuh 103% of load SHR: 87%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 27959 Btuh Entering coil DB: 69.4°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASH
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 34729 Btuh 124% of load Capacity balance: 35 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 8.3 kW 102% of load Temp. rise: 50 OF
Meets are all requirements of ACCA Manual S.
2018-Feb-01 10:36:08
Aki wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page i
osaAGRE1Lot52KensingtanReserveSantaRosaAGRE.cup Calc - MJ8 House faces: E
wrigMtSoft Component Constructions
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEt_ AIR.COM
Job: Lot52KensingtonReserv...
Date: 3/31/2015
By: FJF
Project • •
For: Ryan Homes
3623 CRAWLEY DOWN LOOP, SANFORD, FL32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (°F) 70 75
Elevation: 105 ft Design TD (°F) 28 18
Latitude: 281N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (°F) 16 ( M) Method Simplified
Wet bulb (°F) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain
it, Btuh ft °F 111-°F/Bluh Btu hMI Btuh BtuhM' Btu
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum
board int fnsh
168-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2"
gypsum board int fnsh
Partitions
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int
fnsh, 2"x4" wood frm, 16" o.c. stud
Windows
n 197 0.091 13.0 2.52 496 2.85 560
e 259 0.091 13.0 2.52 653 2.85 737
s 272 0.091 13.0 2.52 686 2.85 774
w 249 0.091 13.0 2.52 627 2.85 709
all 977 0.091 13.0 2.52 2462 2.85 2780
n 171 0.201 0 5.57 954 5.29 907
e 114 0.201 0 5.57 637 5.29 606
s 386 0.201 0 5.57 2149 5.29 2044
w 292 0.201 0 5.57 1624 5.29 1544
all 963 0,201 0 5.57 5364 5.29 5101
n 60 0,049 19.0 1.36 81 2.66 160
w 36 0.049 19.0 1.36 49 2.66 96
all 96 0.049 19.0 1.36 130 2.66 256
330 0.091 13.0 2.52 831 1.45 479
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.540 0 15.0 228 14.1 215
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 e 61 0.540 0 15.0 912 33.9 2066
ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht W 15 0.540 0 15.0 222 33.9 502
w 15 0.540 0 15.0 228 33.9 516
all 106 0.540 0 15.0 1590 31.0 3299
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 33 0.540 0 15.0 489 14.1 460
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht W 33 0.540 0 15.0 489 33.9 1107
all 65 0.540 0 15.0 978 24.0 1567
2A-2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 48 0.620 0 17.2 824 16.1 772
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 1 ft overhang (8 ft
window ht, 1.33 It sep,); 6.67 ft head ht
2018-Feb-01 10:36:08
n. Wf ig111toft- Hight-SuiteO Universal 2017 17.0.23 RSU23828 Page 1
osaAGRE1Lot52KensingtonReserveSantaRosaAGRE.rup Calc - MJ8 House faces: E
2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, e 39 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (6.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 17 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 s 17 0,540
ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht w 49 0.540
all 83 0.540
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 5 0,540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (1.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type e 24 0.390
in 18 0.390
all 42 0.390
Ceilings
16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1569 0.026
gypsum board int fnsh
Floors
19C-19cscp: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-19 140 0.049
cav ins, tight crwl ovr, r-11 wall insul
20P-13t: Fir floor, frm fir, 12" thkns, r-13 cav ins, gar ovr 166 0.068
22A-tpi: Bg floor, light dry soil, on grade depth 131 0.989
wrighUOftw Right-SuiteO Universal 2017 17.0.23 RSU23828
osaAGRE1Lot52KensingtonReserveSantaRosaAGRE.rnip Galc = MJ8 House faces: E
0 15.0 581 33.9 1315
0 15.0 251 14.4 242
0 15.0 258 14.4 249
0 15.0 733 33.9 1660
0 15.0 1242 25.9 2151
0 15.0 75 33.9 169
0 10.8 259 12.0 289
0 10.8 193 12.0 215
0 10.8 452 12.0 504
38.0 0.72 1130 1.41 2217
30.0 0.47 66 0.30 42
13.0 1,88 312 0.98 161
0 27.4 3589 0 0
2018-Feb-01 10:36:08
Page 2
Project Summary Job: Lot52KensingtonReserv...
wrightsofr Date: 3/31/2015
Entire House By: FJF
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: Ryyan Homes
3623 CRAWLEY DOWN LOOP, SANFORD, FL 32773
Notes: LS by CA on 11.02.2015
LS 02.19.16 SIR
L.S. 2-1-18 SRP
Design Information
Weather: Orlando/Jetport, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Heating Summary
Structure 24329 Btuh
Ducts 3630 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 27959 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2
Volume fta)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
He Co
2327 2327
22673 22673
0.41 0.21
155 79
Sensible Cooling Equipment Load Sizing
Structure 25990 Btuh
Ducts 5413 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multipplier 1.00
Equipment sensible load 31403 Btuh
Latent Cooling Equipment Load Sizing
Structure 3461 Btuh
Ducts 763 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 4224 Btuh
Equipment Total Load (Sen+Lat) 35627 Btuh
Req. total capacity at 0.75 SHR 3.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Goodman Mfg. Make Goodman Mfg.
Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI...
Model GSZ140421 K Cond GSZ140421 K
AHRI ref 8242633 Coil ASPT47D14A
AHRI ref 8242633
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 35 IF
Backup:
8.5 HSPF
38000 Btuh @ 47°F
27 OF
1283 cfm
0.046 cfm/Btuh
0.40 in H2O
Input = 8 kW, Output = 28445 Btuh, 100 AFUE
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
12.5 EER, 15 SEER
28875 Btuh
9625 Btuh
38500 Btuh
1283 cfm
0.041 cfm/Btuh
0.40 in H2O
0.88
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wri ht:SO t
zola-Feb-o, 10
Page ItiRight -Suited Universal 2017 17.0.23 RSU23828 page i
4...osaAGRELot52KensingtonReserveSantaRosaAGRE.rup Calc = MJ8 House faces: E
9- wrightsof't° Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot52Kensing ton ReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Entire House Great 2
Exposed wall 279.0 It 35.5 If 3
Room height 8.6 It 9.3 It heat/coal 4
Room dimensions 1.0 x 375.1 It 5
Room area 2623.5 ft2 375.1 ft2 Ty
Construction number
U-
value Btuh/
ft2-'F) Or
HTM Btuh/
ft2) Area (
ft2) or
perimeter (ft) Load
Btuh)
Area (
ft2) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
V)! 12C-Osw 0,091 n 2.52 2.85 212 197 496 560 0 0 0 0 I--(
2A-2orn 0.540 n 14.96 14.08 15 0 228 215 0 0 0 0 13A-
2ocs 0,201 n 5,57 5.29 252 171 954 907 149 117 649 618 2A-
2om 0.540 n 14.96 14.08 33 0 489 460 33 0 489 460 11
2A-2omd 0.620 n 17,17 16.08 48 0 824 772 0 0 0 0 W
166-1gad O.049 n 1.36 2.66 60 60 81 160 0 0 0 0 yf
12C-Osw 0.091 e 2.52 2.85 320 259 653 737 0 0 0 0 G
2A-2om 0.540 e 14.96 33.86 61 0 912 2066 0 0 0 0 lq/
13A-20cs 0.201 e 5.57 5.29 177 114 637 606 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 39 0 581 1315 0 0 0 0 IIG11D0
0.390 e 10.80 12.03 24 24 259 289 0 0 0 0 W
12C-Osw 0.091 s 2.52 2.85 272 272 686 774 0 0 0 0 13A-
2ocs 0.201 s 5.57 5.29 420 386 2149 2044 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 17 26 251 242 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 17 26 258 249 0 0 0 0 12C-
Osw 0.091 w 2.52 2.85 284 249 627 709 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 15 0 222 502 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 28-
2fm 0.540 w 14,96 33.86 5 0 75 169 0 0 0 0 13A-
2ocs 0.201 w 5.57 5.29 373 292 1624 1544 182 149 831 791 2A-
2om 0,540 w 14.96 33.86 49 0 733 1660 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 33 0 489 1107 33 0 489 1107 W
168-1gad 0.049 w 1.36 2.66 36 36 49 96 0 0 0 0 R
12C-Osw 0.091 2.52 1.45 W330 831 479 225 225 567 327 D
11 DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 1569 1569 1130 2217 0 0 0 0 F
19C-19cscp 0.049 0.47 0.30 140 140 66 42 0 0 0 0 F
20P-13t 0.068 1.88 0.98 166 166 312 161 0 0 0 0 F
22A-tpl 0,989 27.40 0.00 1264 131 3589 0 375 36 973 0 6
c) AED excursion 0 36 Envelope
loss/gain 19627 2,0813 3999 3338 12
a) Infiltration 4703 1522 647 210 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 5 1150 3 690 Appliances/
other 2505 0 Subtotal (
lines 6 to 13) 24329 25990 4646 4237 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 24329 25990 4646 4237 15
Duct loads 15% 21%1 3630 5413 100/0 101% 465 424 Total
room load 27959 31403 5111 4661 Air
required (cfm) 1283 1283 235 190 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed. wrights4oft,
2018-Feb-01 10:36 08 Right-
SuiteO Universal 2017 17.0.23 RSU23828 Page 1 osaAGRE\
Lot52KensingtonReserveSantaRosaAGRE.rup Calc - MJ8 House faces: E
IF wrightsoft, Right-J@ Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEI..-AIR.COM
Job: t-ot52KensingtonlieserveSa...
Date: 3/31 /2015
By: FJF
1 Room name Study Powder
2 Exposed wall 26.0 ft 0 ft
3 Room height 9.3 ft heat/cool 9.3 It heat/cool
4 Room dimensions 14.0 x 12.0 It 7.0 x 6.0 ft
5 Room area 168.0 ft2 42.0 ft2
Ty Construction
number
U-value
Btuh/ft2-'F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (h)
Load
Btuh)
Meat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 4?I 12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0
l--G 2A-2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0
0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
T=
13A-20cs
2A-2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0
11 2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0
yJ 12C-Osw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0
I--G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.57 5.29 131 92 511 486 0 0 0 0
2A-2om 0.540 e 14.96 33.86 39 0 581 1315 0 0 0 0
11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0
13A-2ocs 0.201 s 5.57 5.29 112 112 624 593 0 0 0 0
2A-2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0
2A-2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0,540 w 14.96 33.86 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
2B-2fm 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
13A-2ocs 0,201 w 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
W 1613-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0
R 12C-0sw 0,091 2,52 1.45 0 0 0 0 0 0 0 0
L-R 11 DO 0.390 n 10,80 12.03 0 0 0 0 0 0 0 0
C 166-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0
F 190-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 168 26 712 0 42 0 0 0
6 c) AED excursion 105 4
Envelope loss/gain 2428 2500 0 4
12 a) Infiltration 474 153 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 0 0
Appliances/other 0 50
Subtotal (lines 6 to 13) 2902 2883 0 46
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 205 122 176 104
14 Subtotal 3107 3005 176 150
15 Duct loads 1 101% 10 % 311 300 100/1 10%1 18 15
Total room load 3418 3305 193 165
Air required (cfm) 157 135 9 7
Calculations approved bV ACCA to meet all requirements of Manual J 8th Ed.
Wrl htat of#" 2018-Feb-01 10:36 08
g Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2
osaAGRE\Lot52KensingtonReserveSantaRosaAGRE.rup Cale = MJ8 House faces: E
g- wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CPNDITIQNING
531 CODISCO WAY, SANFORD, FL.32771 hone: 407-333.2665 Fax: 407-333-3853 Web: WWW,DEL: AIR.COM
Job: Lot52KensingtonReserveSa...
Date: 3/31 /2015
By: FJF
1 Room name Dinette/Kitchen Bdrm 2
2 Exposed wall 22.5 It 28.0 ft
3 Room height 9.3 It heat/cool 8.0 ft heat/cool
4 Roam dimensions 1.0 x 427.4 It 1.0 x 184.5 ft
5 Room area 427.4 It' 184.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-IF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vj!
d
12C-Osw 0.091 n 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
11 2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0
t
12C-Osw 0,091 e 2.52 2.85 0 0 0 0 112 82 205 232
2A-2om 0.540 e 14.96 33.86 0 0 0 0 31 0 456 1033G
13A-2ocs 0.201 a 5.57 5.29 47 23 126 120 0 0 0 0
2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
11 DO 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0
W 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 112 112 282 319
13A-2ocs 0.201 s 5.57 5.29 149 149 831 791 0 0 0 0
2A-2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0
2A-2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
213-2fm 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
13A-2ocs 0.201 w 5.57 5.29 14 14 78 74 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0
fL--Di
12C-Osw 0.091 2.52 1.45 122 105 264 152 0 0 0 0
t DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0
C 168-38ad 0.026 0.72 1.41 0 0 0 0 185 185 133 261
F 19C-19cscp 0,049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-13t OM8 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 427 23 616 0 0 0 0 0
6 c) AED excursion 267 100
Envelope loss/gain 2368 1373 1077 1944
12 a) Infiltration 410 133 438 142
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 2778 2706 1515 2086
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 205 122 0 0
14 Subtotal 29W 2828 1515 2086
151 uct loads 1 100% 10% 1 298 283 250/ 36% 1 380 745
Total room load 3282 3111 1895 2831
Air required (cfm) 151 127 87 116
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
atott°t 2018-Feb-01 10 36:08wrihtRight-SuiteO Universal 2017 17.0.23 RSU23828 Page 3
osaAGRE1Lot52KensingtonReserveSantaRosaAGRE.rup Calc = MJ8 House faces: E
F wrightsoftm Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEt--AIR.COM
Job: Lot 52Kensing ton ReserveSa... Date:
3/31 /2015 By:
FJF 1
Room name Bdrm 3 Bthrm 1 2
Exposed wall 12.0 It 6.0 It 3
Room height 8.0 ft heat/cool 8.0 It heat/cod 4
Room dimensions 1.0 x 14R5 It 11.0 x 6.0 It 5
Room area 149.5 ft2 66.0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/W-fl Btuhlft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/PfS Heat Cool Gross N/PfS Heat Cool 6
Vit 12C-Osw 0.091 n 2.52 285 0 0 0 0 0 0 0 0 C
2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 y!
12C-esw 0.091 e 2.52 2.85 96 81 204 230 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 15 0 228 516 0 0 0 0 G13A-
2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 11
DO 0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 W
12C-Osw 0.091 s 2.52 2.85 0 0 0 0 48 48 121 137 13A-
2ocs 0.201 s 5,57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0 12C-
Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2B-
2fm 13A-
20cs 2A-
2om 0.
540 0.
201 0.
540 w
w
w
14.
96 5.
57 14.
96 33.
86 5.
29 33.
86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 W
168-19ad 0.049 w 1,36 2.66 0 0 0 0 0 0 0 0 LR
12C-Osw 0.091 2.52 1,45 0 0 0 0 0 0 0 0 i
t DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 DC
16B-38ad 0.026 0.72 1.41 150 150 108 211 66 66 48 93 F
19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F
20P-13t 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 41 23 Envelope
loss/gain 691 1077 169 207 12
a) Infiltration 188 61 94 30 b)
Roam ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 878 1137 262 237 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 878 1137 262 237 151
uct loads 1 25 % 361% 220 406 25 % 1 36%1 66 85 Total
room load 1099 1543 1 328 321 Air
required (cfm) 50 63 15 13 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed. wr
htsO1°t- 2018-Feb-01 10:36 08 Right-
SuiteO Universal 2017 17.0.23 RSU23828 Page 4 osaAGRE\
Lot52KensingtonReserveSantaRosaAGRE.rup Calc - MJ8 House faces: E
r- wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CrQNDITIONING
531 CODISCO WAY, SANFORD, Ft. 32771 hone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: LoMli(ensingtonReserveSa...
Date: 3/31 /2015
By: FJF
1 Room name Mstr WIC Mstr Bthrm
2 Exposed wall 25.5 ft 10.0 ft
3 Room height 8.0 ft heat/cool 8.0 It heat/cool
4 Room dimensions 1.0 x 159.3 ft 1.0 x 98.0 It
5 Room area 159.3 ft2 98.0 ft2
Ty Construction
number
U-value
Btuh/ft2°F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Vtl 12C-Osw 0,091 n 2.52 2.85 0 0 0 0 0 0 0 0
G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.5,40 n 14.96 14.08 0 0 0 0 0 0 0 0
11 2A-2omd 0.620 n 17.17 16,08 0 0 0 0 0 0 0 0a
W 16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0
y/ 12C-Osw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0
L-C 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.540 e 14.96 33,86 0 0 0 0 0 0 0 0
11D0 0.390 a 10.80 12,03 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 s 2.52 2.85 112 112 282 319 0 0 0 0
13A-20cs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0
2A-2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0
12C-Osw 0.091 w 2.52 Zt15 68 68 171 194 68 63 159 179
2A-2om 0.540 w 14.96 33,86 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
2B-2(m 0.540 w 14.96 33,86 0 0 0 0 5 0 75 169
13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 w 1,36 2.66 24 24 33 64 12 12 16 32
R 12C-Osw 0.091 2.52 L45 0 0 0 0 0 0 0 0
D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-38ad 0.026 0.72 1,41 159 159 115 225 98 98 71 138
F 19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0
F 20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 84 28
Envelope loss/gain 601 7181 320 547
12 a) Infiltration 399 129 156 51
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 1000 847 477 598
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1000 847 477 598
15 Duct loads 1 25 % 1 36 % 1 251 302 25 % 1 36%1 120 1 213
Total room load 1251 1149 596 811
Air required (cfm) 57 47 27 33
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wr htsoft 2018-Feb-01 10 e 5Right -Suite® Universal 2017 17.0.23 RS1123828 Page
asaAGREtLot52KensingtonReserveSantaRosaAGRE.rup Cale - MJ8 House faces: E
9w wrightsoft° Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING,
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 52Kensin gtonReserveSa.,. Date:
3/31 /2015 By:
FJF 1
Room name Mstr Bdrm Mstr WC 2
Exposed wall 34.5 It 0 It 3
Room height 8.0 ft heat/cool 8.0 It heat/cool 4
Room dimensions 18.5 x 16.0 It 3.5 x 5.5 It 5
Room area 296.0 ftz 19.3 ft' Ty
Construction U-value Or HTM Area (ft2) Load Area (ft') Load number
Btuh/ft -1F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Meat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
y! 12C-Osw 0.091 n 2.52 2.85 128 128 323 364 0 0 0 0 I--
C 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 0.
201 n 5.57 5.29 0 0 0 0 0 0 0 0 11
T=13A-2ocs 2A-
2om 2A-
2omd 0.
540 0.
620 n
n
14.
96 17.
17 14.
08 16.
08 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
16B-19ad 0.049 n 1.36 2.66 0 0 0 0 0 0 0 0 Vj!
12C-0sw 0.091 e 2.52 285 0 0 0 0 0 0 0 0 C
2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 13A-
20cs 0.201 a 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 11DO
0.390 e 10.80 12.03 0 0 0 0 0 0 0 0 W
12C-0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 2A-
2om 0.
540 0.
540 s
s
14.
96 14.
96 14.
45 14,
45 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12C-
0sw 2A-
2om 2A-
2om 0.
091 0.
540 0.
540 w
w
w
2.
52 14.
96 14.
96 2.
85 33.
86 33.
86 148
15
15
118
0
0
297
222
228
336
502
516
0
0
0
0
0
0
0
0
0
0
0
0
2B-
2fm 13A-
2ocs 2A-
2om 0,
540 0.
201 0,
540 w
w
w
14.
96 5.
57 14.
96 33.
86 5.
29 33.
86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 1613-
19ad 0.
540 0.
049 w
w
14.
96 1.
36 33.
86 2.
66 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
WR
12C-0sw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 l-
D 11 D0 16B-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
296
0
296
0
213
0
418
0
19
0
19
0
14
0
27
CF
19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 195 2 Envelope
loss/gain 1283 2332 14 25 12
a) Infiltration 539 175 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 1 230 0 0 Appliances/
other 600 0 Subtotal (
lines 6 to 13) 1822 3336 14 25 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1822 3336 14 25 151
uct loads 1 251/. 361/, 457 1191 25% 36% 3 9 Total
room load 228( 4527 17 34 Air
required (cfm) 105 185 i 1 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed. htofR
2018-Feb-01 10:36:08 g
Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6 osaAGRE1Lot52KensingtonReserveSantaRosaAGRE.
rup Calc = MJ8 House faces: E
r+- wrightsott° Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL: AIR.COM
Job: Lot52Kensing ton ReserveSa.,. Date:
3/31 /2015 By:
FJF 1
Room name loft Laundry 2
Exposed wall 8.0 It 0 ft 3
Room height 8.0 It heat/coal 8.0 It heat/cool 4
Room dimensions 1.0 x 205.5 It 7.0 x 6,0 It 5
Room area 205.5 ft2 42,0 ft2 ly
Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number
Btuh/ft2-OF) Btuhlft2) or perimeter (ft) Btuh) or perimeter (ft) Blob) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
T--G 12C-
Osw 0,091 n 2.52 2.85 34 19 47 53 0 0 0 0 2A-
2om 0.540 n 14.96 14.08 15 0 228 215 0 0 0 0 13A-
2ocs R201 n 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
2A-2omd 0.620 n 17.17 16.08 0 0 0 0 0 0 0 0 W
W
16B-
19ad 12C-
Osw 0.
049 0.
091 n
e
1.
36 2.
52 2.
66 2.
85 30
0
30
0
41
0
80
0
0
0
0
0
0
0
0
0
2A-
2om 0,540 e 14.96 33.86 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 a 5,57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 W
11
DO 12C-
Osw 0.
390 0.
091 e
s
10.
80 2.
52 12.
03 2.
85 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-
20cs 0,201 s 5.57 5.29 0 0 0 0 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0 2A-
2om 0,540 s 14.96 14.45 0 0 0 0 0 0 0 0 12C-
Osw 0.091 w 2,52 2.85 0 0 0 0 0 0 0 0 2A-
2om 2A-
2om O.
540 0.
540 w
w
14,
96 14.
96 33.
86 3.
9.86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a26-
2fm 13A-
2ocs 2A-
2om 0.
540 0.
201 0,
540 w
w
w
14.
96 5.
57 14.
96 33.
86 5.
29 33.
86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2A-
2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 W
16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0 0 0 fl
12C-0sw 0,091 2.52 1.45 0 0 0 0 0 0 0 0 D
11D0 168-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
206
0
206
0
148
0
290
0
42
0
42
0
30
0
59
CF
19C-19cscp 0,049 0.47 0.30 0 0 0 0 0 0 0 0 F
20P-13t 0.068 1.88 0,98 85 85 160 83 0 0 0 0 F
22A-tpl 0,989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 68 59 Envelope
loss/gain 624 653 30 0 12
a) Infiltration 125 40 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 600 Subtotal (
lines 6 to 13) 749 694 30 600 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 749 694 30 600 15
Duct loads 1 25% 1 36%1 188 248 25% 36%1 8 214 Total
room load I 1 1 938 941 38 814 Air
required (cfm) 43 38 2 33 Calculations
approved bV ACCA to meet all requirements of Manual J 8th Ed. wr
2018-
Feb-0110:36:08 Right-
SuiteO Universal 2017 17.0.23 RSU23828 Page 7 osaAGRE\
Lot52KensingtonReserveSantaRosaAGRE.rup Calc - MJ8 House faces: E
IF wrightsoft, Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CQNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot 52Ken singtonReserveSa... Date:
3/31 /2015 By:
FJF 1
Room name Morning Pant 2
Exposed wall 41.0 It 6.0 It 3
Room height 9.3 It heat/cowl 9,3 It heat/cool 4
5
Room
dimensions Room
area 19.
0 x 11.0 It 209.
0 ft2 7.
0 x 6.0 It 42.
0 ft2 Ty
Construction number
U-
value Btuh/
ftP-°F) Or
HTM Btuh/
ft2) Area (
ft2) or
perimeter (ft) Load
Btuh)
Area (
ft2) or
perimeter (ft) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
VII G
12C-
Osw 2A-
2om 13A-
2ocs 0.
091 0.
540 0.
201 n
n
n
2.
52 14.
96 5.
57 2.
85 14.
08 5.
29 0
0
103
0
0
55
0
0
304
0
0
289
0
0
0
0
0
0
0
0
0
0
0
0
11
2A-
2om 2A-
2omd 0.
540 0.
620 n
n
14,
96 17.
17 14.
08 16.
08 0
48
0
0
0
824
0
772
0
0
0
0
0
0
0
0
W
y!
1613-
19ad 12C-
Osw 2A-
2om 0.
049 0.
091 0.
540 n
e
e
1,
36 2,
52 14.
96 2.
66 2.
85 33.
86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G13A-
2ocs 2A-
2orn 0.
201 0.
540 a
e
5.
57 14.
96 5.
29 33.
86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
tiDO
0.390 e 10,80 12.03 0 0 0 0 0 0 0 0 W
12C-Osw 13A-
20cs 0.
091 0.
201 s
s
2.
52 5.
57 2.
85 5.
29 0
103
0
69
0
382
0
364
0
56
0
56
0
312
0
297
2A-
2om 2A-
2om 0.
540 0,
540 s
s
14.
96 14.
96 14.
45 14,
45 17
17
13
13
251
258
242
249
0
0
0
0
0
0
0
0
12C-
Osw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A-
2om 2A-
2om 0.
540 0.
540 w
w
14.
96 14.
96 33.
86 33.
86 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2B-
21m 13A-
2ocs 2A-
2om 0.
540 0,
201 0.
540 w
w
w
14.
96 5,
57 14.
96 33.
86 5.
29 33.
86 0
177
49
0
128
0
0
714
733
0
679
1660
0
0
0
0
0
0
0
0
0
0
0
0
W
2A-
2om 16B-
19ad 0,
540 0.
049 w
w
14.
96 1.
36 33.
86 2.
66 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
R
12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 I-
D i1D0 16B-
38ad 0.
390 0.
026 n
10.80 0.
72 12.
03 1.
41 0
209
0
209
0
151
0
295
0
0
0
0
0
0
0
0
CF
19C-19cscp 0.049 0.47 0.30 0 0 0 0 0 0 0 0 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 209 41 1123 0 42 6 164 0 6
c) AED excursion 22 34 Envelope
loss/gain 4741 4573 476 262 12
a) Infiltration 748 242 109 35 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 5 50 Subtotal (
lines 6 to 13) 5489 4820 586 348 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 586 348 14
Subtotal 5489 4820 0 0 15
Duct loads 1 10%1 109/6 549 482 100% 100/. 01 0 Total
room load 6038 5302 0 0 Air
required (cfm) 277 217 0 0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. w7
IghtSOff"t 2018-Fob-Ot t0:ge 8
Right-
SuiteQ Universal 2017 77.0.23 RSU23828 Page 8 osaAGRElLot52KensingtonReserveSantaRosaAGRE.
rup Calc - MJ8 House faces: E
9- wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CQNDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot52Kensing ton ReserveSa... Date:
3/31 /2015 By:
FJF i
Roam name Bdrm 4 2
Exposed wall 24.0 It 3
Room height 8.0 It heat/cod 4
Room dimensions 14.0 x 10.0 It 5
Room area 140.0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area Load number
Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 6
yl 12C-0sw0.091 n 2.52 2.85 50 50 126 142 L--(
2A-2om 0.540 n 14.96 14.08 0 0 0 0 0.
201 n 5.57 5.29 0 0 0 0 T=
13A-
2ocs 2A-
2om 0.540 n 14.96 14.08 0 0 0 0 11
2A-2omd 0.620 n 17.17 16.08 0 0 0 0 W
1613-19ad 0.049 n 1.36 2,66 30 30 41 80 y/
12C-0sw 0.091 e 2.52 2.85 112 97 244 275 L--(
2A-2om 0.540 e 14.96 33.86 15 0 228 516 13A-
2ocs 0.201 e 5.57 5.29 0 0 0 0 2A-
2om 0.540 e 14.96 33.86 0 0 0 0 11DO
0.390 e 10.80 12.03 0 0 0 0 W
12C-0sw 0.091 s 2.52 2.85 0 0 0 0 13A-
20cs 0,201 s 5.57 5.29 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 0 0 0 0 12C-
0sw 0.091 w 2.52 2.85 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 0 0 0 0 28-
2fm 0.540 w 14.96 33.86 0 0 0 0 13A-
2ocs 0,201 w 5.57 5.29 0 0 0 0 2A-
2om 0.540 w 14.96 33.86 0 0 0 0 2A-
2om 0,540 w 14.96 33.86 0 0 0 0 W
160-19ad 0.049 w 1.36 2,66 0 0 0 0 fj
12C-0sw 0.091 2.52 1.45 0 0 0 0 L----
D i 1 D0 0.390 n 10.80 12.03 0 0 0 0 C
168-38ad 0,026 0.72 1.41 140 140 101 198 F
19C-19cscp 0.049 0.47 0.30 140 140 66 42 F
20P-13t 0,068 1.88 0.98 0 0 0 0 F
22A-tpl 0,989 27.40 0.00 0 0 0 0 6
c) AED excursion 16 Envelope
loss/gain 805 1269 12
a) Infiltration 375 121 b)
Room ventilation 0 0 13
Internal gains: Occupants @ 230 0 0 Appliances/
other 0 Subtotal (
lines 6 to 13) 1181 1391 Less
external load 0 0 Less
transfer 0 0 Redistribution
0 0 14
Subtotal 1181 1391 15
Quct loads 25% 36 % 296 496 Total
room load 1477 1887 Air
required (cfm) 68 77 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Wri
htscaft* 2018-Feb-0110:36:08 Right-
SuiteO Universal 2017 17.0.23 RSU23828 Page 9 osaAGRE\
Lot52KensingtonFieserveSantaRosaAGRE.rup Calc - MJ8 House faces: E
Duct System Summary Job: Lot52KensingtonReserv...
wrightsoft y y Date: 3/31/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Projecto. •
For: Ryan Homes
3623 CRAWLEY DOWN LOOP, SANFORD, FL 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.260 in/100ft
1283 cfm
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H 20
0.260 in/ 100ft
1283 cfm
131 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
Bdrm 2 c 2831 87 116 0.399 6.0 Ox 0 VIFX 15.3 70.0
Bdrm 3 c 1543 50 63 0.383 6.0 Ox0 VIFX 18.8 70.0
Bdrm 4 c 1887 68 77 0.360 6.0 OX0 VIFx 24.5 70.0
Bthrm 1 h 328 15 13 0.443 4.0 OX0 VIFx 6.7 70.0
Dinette/Kitchen h 1641 75 64 0.310 6.0 OX0 VIFX 14.5 95.0 Stl
Dinette/Kitchen-A h 1641 75 64 0.302 6.0 OX0 VIFX 17.7 95.0 SO
Great h 5111 235 190 0.267 9.0 OX0 VIFX 32.1 95.0 Stl
Laundry c 814 2 33 0.451 4,0 Ox0 VIFx 5.4 70,0
Morning h 6038 277 217 0.260 9.0 Ox0 VIFX 25.9 105.0 Stl
Mstr Bdrm c 4527 105 185 0.372 8.0 Ox 0 VIFX 21.4 70.0
Mstr Bthrm c 811 27 33 0.429 5.0 Ox 0 VIFX 9.2 70.0
Mstr WC c 34 1 1 0.433 4.0 Ox0 VIFx 8.5 70.0
Ms1r WIC h 1251 57 47 0.445 5.0 Ox 0 VIFx 6.4 70.0
Powder h 193 9 7 0.310 4.0 Ox 0 VIFX 14.7 95.0 SO
Study h 3418 157 135 0.296 7.0 Ox 0 VIFx 19.7 95.0 SO
loft h 938 43 38 0.370 6.0 Ox 0 VIFx 22.0 70.0
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
stl Peak AVF 828 676 0.260 593 16.0 0 x 0 VinlFlx
2018-Feb-01 10:36:09
wrighftOft' Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 1AM ...asaAGRE\Lot52KensingtonReserveSantaRosaAGRE.rup Calc - MJ8 House faces: E
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rbi Ox0 1283 1283 0 0 0 0 Ox 0 VIFx
wrightSOft' Right-SuiteO Universal 2017 17.0.23 RSU23828
JIM ... osaAGRE1Lot52KensingtonReserveSantaRosaAGRE.rup Cale = MJ8 House faces: E
2018-Feb-01 10:36:09
Page 2
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
This checklist
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 (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report (usually one page)
If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGaugeO - USRCSB v6.0
2!1l2018 9:40:07 AM Page 1 of 1
3) 29-9*4
MORNIN3 ROOM
215
12x12 lwcd
9#
2) 2b-OW
3' bath duct
to roof cap
w/Fan
Nutone 696RNB
IIii
DP= GREAT ROOM
114' C4A
7
I i
V-441
wcd 10x6 1wcd 190
65 65 i 14x8 1wcd
A
C%
6# 1:3
60 f 42X42 A/C SLAB
BY BLDR MIN
4'
x4 1wL.
21 FROM WALL
POWDER
V-4- aA 10
A/C4CDJ]A
7# 11 -W
3.5 TON W/8KW @240V 1PH
135 FOYER 18x13 pLen 24x14 rad
12x6 1wcd W-4CLC% pLatf orm by
MDY bLdr
V-4'CL&
scale
Z-1 W
20x6 wall rag 2-CAR GARAGE
y
2) 26-GH
Transf er duLft /%AlLes sized In
compliance with Florida Residential
Building Code - M1602,4 Balanced
Return Air, exceptions 1-3. Builder
must provide unrestricted 1 Inch
undercut on doors to habitable
reems,
W-01 X T-AV owsp
Must have a minimum clearance of 4 Inches around the air handler per the State Energy code, All duct has an r=6 Insulation value,
Li
Ld
V)
Li
U) d
0) U) Ej
E 0 1-- In
0 ry L3 I
z CD
d , 1j
P 0
C- 7, M LL-
d CU LJ M —)
LL-
z
0
W z
F- CO
0 D if
M CL 1 U) 0 0
3' bath duct
to roof cap
W/Fan
Nutone 696RNB
4' dryer duct
to roof cap
w/dryer vent boxi
LLG.
45
x6 lwcd
5'
V-.
ES-1i
loxb lwcd
115 j20x6 wall
4-OW
2-6 aP
4-
3' bath duct
to roof cap
W/fan
Nutone 696RNBI
i
01 , I Z P V W1,
Rating
Must have a minimum clearance of 4 inches around the air handler per the State Energy code, All duct has an r=6 insulation value,
LLJI
LLJ
0
LLJ
W d
0) VI
E 0 1-- Ln
0 ry L-D I
CD
P 0
d 5-- 7' M I-
1 d CUIII M
0 U-) CD I
0
C/)
W z
CO
D 1 0 fy
120 0- -1 C/) C) C)
PN d 140mia,
fAAtr7't- OS4--
1-6-r ic4-vjoj
V/ tAO1sr
S,14,
CF-C,
ell
4p
JA
41
1Z,,)7
1Q
m
DESCRIPTION AS FURNISHED: Lot 52, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
it, ',
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
PALM HAMMOCK ALLOTMENT
P.B. 1, PGS. 104-105
S 00°I8'41 " EZR60. 00' 0
40.38' 40,38'
LOT 52
10.00' 18.7'
oC")
OJ 21.3 10.00' co
LOT 51 pip O LOT 53
PROPOSED MODEL
SANTA ROSA — A
2 CAR GARAGE RIGHT ;, A/C
W\MORNING RM. 6.50'
4 7' ENTRY
a
10.OQ' 14.0'
0
Q10.00'
3
16' DRIVE
25.20' 25.20'
10' UTIL.
P.C._------173.95_-
ESMT.
h
IF 1la - 6 ` o WALK
CURB
Fr rtnM
S
00°I9'09" E 60.
00' k
to construct single family home Ath
setbacks and impervious area CRA Tr-lErDO TIN LOOP hown
on plan. 31. 3 "(rr. M?. 50' PRIVATE ROAD PROPOSED -
FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY pvlyuNvv c pn na. a rvn ncu 1
PER
DRAINAGE PLANS FRONT = 25 PLOT
PLAN AREA CALCULATIONS REAR = 20' PROPOSED
DRAINAGE FLOW 'F0 IMPERVIOUS COVERAGE = 2,205t SQUARE FEET OR 31.JX SIDE = 5' FOR 40' LOTS LOT
GRADING TYPE A Q0 LOT CONTAINS 7,0551 SQUARE FEET SIDE = 7.5' FOR 60' LOTS i
PROPOSED
FINISH FLOOR PER PLANS = 27.1' LIVING AREA CONTAINS 1,695t SQUARE FEET SIDE = 10' FOR 75' LOTS QQQCONCLANAIPORCHCONTAINS5101SQUAREFEETSIDESTREET = 25' O`
RU.SEYVff 'YE'R-ASCOTT A ASASOL/ . , INC. - L 4,IVD SURVEYORS LEGEND -
LEGEND - 5400
E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT P,01. • POINT ON LINE NOTES.,
F • FIELD TYP, . TYPICAL IR. •
IRON PIPE PRA. POINT OF REVERSE CURVATURE LR.
IRON ROD PA. • POINT Of CU OUNp CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS INC STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.
M. • CONCRETE NA. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLOMOA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SET
I.R. 1/2• IR •/MLR 4396 NA. •NON -RADIAL OLV492. UNLESS EMBOSSED WITH SURVEYOR'S SfONANRE AND ORIGINAL RASED SELL. THIS SURVEY MAP OR COPIES ARE NOT VALID. REC, .
RECOVERED VR. • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS DR. +
POINT OF BEGINNING CALC. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY, PA.
C. POINT OF COMMENCEHENT PAK • PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E
GENTERLIMN D.
S BUILDING FLOOR K LINE ELEVATIONNLD • NAIL L DISK BS.L. BUILDING SETBACK LIRE 5. THIS SURVEY LC PREPARED FOR THE SOLE BENEFIT OF THOSE CERTTFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/
W RIGHT-OF-VAY BR • BENCHMARK 6. DIMENSIONS SHOWN FOR INC LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. •
EASENENT BJ1. • BASE BEARING 7, BEARINGS, ARE BASED ASSUMED OaNM AND ON THE UNE SHOWN AS BASE BEARING (8.8.) DRAIN.
DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM Of 1929. UNLESS OTHERWISE NOTED. UTIL. •
UTILITY CLFC. •
CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. WDFC. •
WOOD FENCE C/
B CONCRCTE BLOCK SCALE I— i" - 20 —^--/ DRAWN BY: RRR P.
C. • POINT OF CURVATURE P.
T. PONT OF TANGENCY CERTIFIED BY.• DATE ORDER NO. DESC. -
DESCRIPTION R +
RADIUS PLOT PLAN 01-26-2016 481- 18 LENGTHL . ARC L D +
DELTA C •
CHORD cs. •
CHORD BEARING NORTH
THIS
BUILDING/PROPERTY DOES NOT UE WITHIN I- ---- -._... _
1 _. .
1L4_,.,.:--_... . THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER fTRM" TO CRUSENM ER, R.L.S. , 4714 ZONE "
X" MAP I 12117CO09OF (09-28-07) JAMES
W. SCOTT, R.L.S / 4801
Awl ROOF
0 TRUSSES
A FLORIDA CORPORATION
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: RYAN HOMES
PROJECT: KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT:52 / MODEL:SANTA ROSA / ELEV:A / GAR R
MASTER#: WRCSRAM
OPTIONS: MORNING ROOM
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
RE: Job WRCSRAM
Lumber design values are in accordance with ANSIfTPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site information:
Customer Info: RYAN HOMES Project Name:
Lot/Block: Model: SANTA ROSA "A"
Address: Subdivision:
City: County: VARIES State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017(TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 150 MPH
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes -88 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules,
No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date
1 A0205752 A01G 12/29/17 13 A0205764 CJ5 12129/17 25 A0205776 FL11GE 12/29/17
2 A0205753 A02 12/29/17 14 A0205765 FG1 12/29/17 26 A0205777 FL12 12/29/17
3 A0205754 A03 12/29/17 15 A0205766 FG2 12/29117 27 A0205778 FL13 12/29/17
4 IA0205755 A04 12/29/171 16 A0205767 FG3 12/29/17 28 A0205779 FL15G 12/29/17
A05 12/29/17 17 A0205768 FL01GE 12129/17 29 A0205780 FL16 12/29/17
0205757 A06 12/29/17 18 A0205769 FL02 12/29/17 30 A0205781 FL17 12/29/17
0205758 CA 12/29/17 19 A0205770 FL03 12/29/17 31 A0205782 FL19 12/29/17V02057560205759CJ1A12/29/17 20 A0205771 FL05 12/29/17 32 A0205783 FL20 12/29/17
0205760 CJ2 12/29/17 21 A0205772 FL06G 12/29/17 33A0205784 FL21GE 12129/17
0205761 CJ3 12/29/17 22 A0205773 FL07G 12129/17 34 A0205785 FL24 12/29/17
0205762 CJ3A 12/29/17 23 A0205774 FL08 12/29/17 35 A0205786 G01G 12/29/17
12 IA0205763 CJ4 12/29/17 24 A0205775 FL09G 12/29/17 36 A0205787 H01GE 12/29/17
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-r Roof r rises,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019,
NOTE:The seal on these drawings indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building is the responsibility of the
building designer, perANSI1TPI-1 Sec. 2,
The Truss Design Drawing(s)(TDD[s)) referenced have been prepared based on the
construction documents (also referred to at times as 'Structural Engineering Documents'}
provided by the Building Designer indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural
Engineering Documents) are specialty structural component designs and may be part of the
projeces deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDD represents an acceptance of professionalAnth ny T. T
engineering responsibility for the design of the single Truss depicted on the TDD only hc
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes. SERIAL :
3B BC A2 2100 00 00 00 4C 12 87 DF
Page 1 of 2
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
RE: Job WRGSRAM
No. Seal # Truss Name Date
37 A0205788 HJ5A 12/29/17
38 A0205789 HJ6 12/29/17
39 A0205790 HJ7 12/29/17
40 A0205791 J5A 12/29/17
41 A0205792 J6 12/29/17
42 A0205793 J7 12/29/17
43 A0205794 M01G 12/29/17
44 A0205795 M02 12/29/17
45 IA0205796 M03 12/29/17
46 A0205797 M04 12/29/17
47 STDL01 STD, DETAIL 12/29/17
48 STDL02 STD. DETAIL 12/29/17
49 STDL03 STD. DETAIL 12/29/17
50 STDL04 STD. DETAIL 12/29/17
51 STDL05 STD. DETAIL 12/29/17
52 STDL06 STD, DETAIL 12/29/17
53 STDL07 STD. DETAIL 12/29/17
54 STDL08 STD. DETAIL 12/29/17
55 STDL09 STD. DETAIL 12/29/17
56 STDL10 STD. DETAIL 12/29/17
57 STDL11 STD. DETAIL 12/29/17
58 STDL12 STD. DETAIL 12/29/17
59 STDL13 STD. DETAIL 12/29/17
60 STDL14 STD. DETAIL 12/29/17
61 STDL15 STD. DETAIL 12/29/17
62 STDL16 STD. DETAIL 12/29/17
Lumber design values are in accordance with ANSI/TPl 1-2007 section 6.3
These truss designs rely on lumber values established by others.
Page 2 of 2
Job Truss Iruss type 1tY rPY INYAN HUMtS / SAN I A t<UJA
WRCSRAM A01G HIP GIRDER 2
A0205752
Inh Rcfornnrv.. lnntinn ll
s__..._T-_..._._--_,_-_-_-u-___-._ __.___---__..____...
of Trusses, Fort Pierce,..FL 34946, design.-_-esRun: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:40 2017 Pagel 1D:
fXMofrMaVb?Z7FFUeY3__NdzegNj-HfwgH3gEkY65urczJLGj71KehBXgtGbdwfnp6Zy45kL 1-
0 7-0-0 13-6-14 1-
0- .-.-.. 7-0-0 6-6-1A - { -- 6-5-2 .- ... ....i--6-5-26-6-14- - f--. 6.6-14 -h -- 7-0-0 1_0T Read Load
Dell. = 7/16 in 3x8 = 11
35 :
36
16 37 1,938 39 40 4a 41 42 13 43 14 44 45 46 11 5x6 = 2x4
II
5x10 MT20HS= 2x4 II 4x8 == 2x4
II 5x6 =_ 4x8 13-
6-
14 500 MT20HS==
LOADING(psf)
SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.
0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0,41 14 999 360 TCDL 10.
0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.81 14 590 240 BCLL 0.
0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.12 9 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.50 14 960 240 LUMBER - TOP
CHORD
2x4 SP M 30 BOT CHORD
2x6 SP 240OF 2.0E WEBS 2x4
SP No.3 WEDGE Left:
2x4
SP No.3, Right: 2x4
SP No.3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied. BOTCHORD Rigid
ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. lb/
size) 2 = 3377/
0-3-8 (min. 0-1-8) 9 - 3377/
0-3-8 (min, 0-1-8) Max Horz
2 - 59(
LC 8) Max Uplift
2 = 1211(
LC 4) 9 - 1211(
LC 5) Max Grav
2 - 3377(
LC 1) 9 = 3377(
LC 1) FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
7213/2612, 3-24=-10274/3792, 24-25=-
10274/3792, 25-26=-10274/3792, 4-26=-
10274/3792, 4-27=-10274/3792, 27-28=-
10274/3792,5-28=-10274/3792, 5-6=-
10274/3792, 6-29=-10272/3790, 29-30=-
10272/3790, 30-31=-10272/3790, 7-31=-
1027213790, 7-32=-10272/3790, 32-33=-
10272/3790, 33-34=-1027213790, 8-34=-
10272/3790, B-9=-7212/2612 BOTCHORD 2-
17=-
2318/6562, 17-35=-2314/6576, 35-36=-
231416576, 36-37=-2314/6576, 16-37=-
2314/6576, 16-38=-4083/11423, 15-38=-
4083111423, 15-39=-4083/11423, 39-40=-
4083111423, 14-40=-4083/11423, 14-41=-
4083111423, 41-42=-4083/11423, 13-42=-4083111423, 13-43=-4083/11423, 12-
43=-4083111423, 12-44=-2321/6575, BOTCHORD
2-17=-2318/6562, 17-35=-2314/
6576,
35-36=-2314/6576, 36-37=-2314/6576,
16-37=-2314/6576, 16-38=-4083/11423,
15-38=-4083/11423, 15-39=-4083/11423,
39-40=-4083/11423, 14-40=-4083/11423,
14-41=-4083/11423, 4142=-4083/11423, 13-
42=-4083/11423, 13-43=-4083/11423,
1243=4083/11423, 12-44=-2321/6575, 44-
45=-2321/6575, 45-46=-2321/6575,
11-46=-2321/6575, 9-11=-2325/6561
WEBS 3-17=01496, 3-16=-1513/4187,
4-
16=-857/603, 6-16=-1310/458,
6-14=0/556, 6-12=-1312/460,
7-12=-856/602, 8-12=-1511/4186,
8-11=01496 NOTES- (12) 1) 2-ply
truss to be
connected together
with 1 Od 0.131"x3") nails as follows: Tap chords
connected as follows: 2x4 - i row
at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2
rows
staggered at 0-9-0 oc. Webs connected
as follows: 2x4 - 1 row at
0-9-0 oc. 2) All loads are considered equally applied to
all plies, except if 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 B), unless otherwise indicated. 3) Unbalanced roof live
loads have been considered
for this design. 4) Wind: ASCE 7-10;
Vult=150mph (3-
second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf;
h=25ft; Cat. II; Exp C, Encl., GCpi=0.18;
MWFRS (envelope); cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=
1.60 5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless
otherwise
indicated. 7) Plates checked for a plus or
minus
0 degree rotation about its center. PLATES GRIP MT20 244/
190 MT20HS 187/143
Weight: 443
Ill FT = 0%
8) This truss
has been designed for a
10.0 psf bottom chord live load nonconcurrent with any other live
loads. 9)' 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. 10) Provide
mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb
uplift at joint(s) except (jt=lb) 2=1211, 9=
1211. 11) Hanger(s) or other connection device(s)
shall be provided sufficient to support concentrated load(s) 240
lb down and 269 Ito up at 7-
0-0, 123 lb down and 143 Ill up at 9-0-12, 123 lb
down and 143 lb up at 11-0-12 123 lb down and 143 lb up at
13-0-12, 123 lb down and 143 lb up at 15-0-12,
123 lb down and 143 lb up at 17-0-12, 123 lb down and
143 lb up at 19-0-12, 123 lb down and 143 lb up at
20-11-4, 123 Ill down and 143 lb up at 22-11.4,
123 lb down and 143 lb up at 24-11-4, 123 lb down and
143 lb up at 26-11-4, 123 lb down and 143 lb up at
28-11-4, and 123 lb down and 143 lb up at 30-11-
4, and 240 lb down and 269 lb up at 33-0-0 on
top chord, and 365 Ill down and 119 lb up at 7-0-0,
88 Ito down at 9-0-12, 88 lb down at 11-0-12, 88 lb down
at 13-0-12, 88 lb down at 15-0-12, 88 Ib down at
17-0-12, 88 lb down at 19-0-12, 88 Ito down at 20-
11-4, 88 lb down at 22-11-4, 88 lb down at 24-
11-4, 88 lb down at 26-11-4, 88 lb down at 28-
11-4, and 88 lb down at 30-11-4, and 365 lb down and
119 lb up at 32-11-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
12) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form. LOAD CASE(S)
Standard 1) Dead *
Roof Live (
balanced): Lumber Increase=
1.
25 Plate Increase=1.25 Uniform Loads (pit) Vert:
1-3=-60, 3-
8=-60. 8-
10=-60, 18-21=-20 Concentrated Loads (lb) t-ontlnuect on page e
x°aM FWu
M,aa1d} ronna M `A-
i PA9i 2M4 '"S..;tY 84NAt I Ik1l'.1R&9ICfl (tl4ipd,'4rhr?krRGYtf9GktP1"MR PMh [rtgl ft*a?:+Avl ak rtN xk+a Mt Imv 0.!t}I Aerp:iw;RdM kkPry 1 [ak iC F: fdnate SNkPdMP to @drn dFnaiu chef n M tom. aW Wttt<NRrcM kgtt tllRkaNMMilGxkedd. FSRfm4Patvp El}Mn k.
5fw'dl(fgllearflktalafqF69aapesgXsan:rym¢adMplA:sMd agPma}le>aPsMAMItkAp Ale art 4nl(ryxAta§clPknlr.Ma(Ifl. iMkutPaugMtt, 4e{Iga.PkTwc, iNMAa! Anthony TQMbo 111,:-F- Nn dMr hnsfir ax kfYf6M atrynkkgd RR 6aRn,
Md.Pn aPMr.N q,dnM WM}6es RR.RM IMandfi Nt.M!!Mae4d N'NIPfeMrM tN{.Ik.nd lke lBP ad w(M1fM nedM Gm. xlNluttMN r. dugS. +rNNNweN kalif udtN 16e r1ymMprd 80081 M &aq pewprKF(NOaM FRa0.s to ali
Ra EPC nR4 Main Wr"Idketd+kNgl q 4afa1a 5(en RNxRa+NffiMMlW klfiwf ittkaodaanPMpudpnN.1 W14tl Ra:'4-Ad",alPPalddabnt@es4w. gxuklyP it}adWlmt Mmdalxe. akts 4451 st. LucieBlvd. Ae.nt NNMh 141mtp 1¢IPP as a Rxpd¢
M aA RxRa RakN IN tr ksra Ipatx a Nri M Mkk1 AnfPn x tr•t, $adalR (rfwa Ra! Ndkq. tM1«PR4RPf arcs dP tt kMN s'!4i zt rcxt V el.e, `l 14940 ltfookic201{A-1 RRe1 IIY54tt-WWI t. IPR14R to
1.1, is Wll, PI,
WRCSRAM A01G HIP GIRDER 2 1 2
A0205752
Inh t]ofor.r.ro /....f ..n il
truss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:40 2017 Page 2
1 D:fXMofrMaVb?Z7FFUeY3_NdzegNj-HfwgH3gEkY65urczJLGj71Keh6XgtGbdwfnp6Zy45kL
LOAD CASE(S)
Standard
Concentrated Loads (Ib)
Vert: 3=-193(F) 5=-123(F) 8=-193(F) 17=-365(F)
11 =-365(F) 24=-123(F) 25=-123(F) 26=-123(F)
27=-123(F) 28=-123(F)29=-123(F) 30=-123(F)
31=-123(F) 32=-123(F) 33=-123(F) 34=-123(F)
35=-70(F)36=-70(F) 37=-70(F) 38=-70(F)39=-70(F)
40=-70(F) 41 =-70(F) 42=-70(F) 43=-70(F) 44=-70(F)
45=-70(F)46=-70(F)
Megp Nmetlkx}Nrnrw+Aa'F 119.°1'tg5ii"S:.PriERtFF1lM'.t.0%0.i(1+'N,YPUM="hX C;.F(kp!Yift4MikPbea. fMpkvp lwmtavi M+eN rFbt rri fi.t in,t e ,p 9kn 7@p;.xiM lnPal I!,W tk*0$0 t4i
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vnthtaMl.e:edrtti,p*f,pkx..•ogkNn'kn mArN. ikhmhF:plgnee,isK,I>k AeN+gDru7w«Lr+;.,an€,ppcnpf F'YdIMt11l:nryNN.koexswnlfiu/xfi.l 4451
st Looe bftd. toff
P r-e, 4t 349do orEfiplaQ
7416 4-i Rol Messes-hntkony (_tango lfl, t.t. Rewatoniaa at H45lnFwknl.fnonl fotn isR,ohihikl eiMonl the -no potatisiron how h-I Rea€EnsFtt AnshonlLInto tR f.E.
A0205753
WRCSRAM IA02 11-lip
of Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:41 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNi-IrTCUOrsVsEyW_AAt2nytVL5lbnGcohm9JWMe?y45kK
1-09-0-0 t6-3-12 i-0 k-
0 - -- -9 0-0 ---- — 7-3-12 71-0 4-8 — ---+ --- 7,$ — + 7_3 12 -- —F- — -- _ ---- --___ Sx6 =_
5.
00 Ci 23x4 -:
4x6 ==
3x4 -'
S
T 5x6 --
8
Dead
Load Deft. = 7/16 in 16
15 14 13 12 Sx6
II 30 —
Sx6 W8= 3x4 56 WB= 3x4 =
Sx8
II 31-
0-0 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL- in (Ioe) I/deft L/d TGLL
20.0 Plate Grip DOL 1-25 TC 0.80 Vert(LL) 0.32 12-14 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0,86 Vert(CT) 0.77 12-14 626 240 BCLL
0.0 Rep Stress Incr YES WB 0,49 Horz(CT) 0.18 10 n/a n/a BCDL
10.0 Code FBC20171TP12014 Matnx-MS Wind(LL) 0-33 14 999 240 LUMBER -
TOP
CHORD 2x4 SP M 31 'Except' T2,
T3: 2x4 SP M 30 SOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 OTHERS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc purlins.
BOTCHORD
Rigid
ceiling directly applied or 4-8-3 oc bracing. WEBS
1
Row at midpt 5-16, 7-12 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabfiizer Installation guide,_ REACTIONS. (
lb/size) 2 -
1660/0-3-8 (min. 0-1-15) 10 -
1660/0-3-8 (min. 0-1-15) Max
Harz 2 -
74(LC 12) Max
Uplift 2 -
498(LC 8) 10 =
498(LC 9) Max
Grav 2 -
1660(LC 1) 10 -
1660(LC 1) FORCES. (
lb) Max.
Camp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1004/102,3-4=-3092/2018, 4-
5=-2783/1977, 5-6=-3891/2614, 6-
7=-3891/2614, 7-8=-2783/1977, 8-
9=-3092/2018, 9-10=-1004/102 BOTCHORD
2-
16=-1646/2756,15-16=-2352/3786, 14-
15=2352/3786, 13-14=-2353/3786, 12-
13=-2353/3786, 10-12=-1650/2756 WEBS
4-
16=-316/789, 5-16=-1277/802, WEBS
4-
16=-316/789, 5-16=-1277/802, 5-
14=0/309, 7-14=0/309, 7-12=-1277/802, 8-
12=-3161789 NOTES- (8) 1) Unbalanced
roof live
loads have been considered for this design. 2)
Wind: ASCE 7-
10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.
Opsf; BCDL=S.Opst; h=25ft; Cat. II; Exp C;
Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(
2) zone; cantilever left and right exposed; end vertical left
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) Plates checked
for
a plus or minus 0 degree rotation about its center.
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. 7) Provide mechanical connection (
by others) of truss to bearing plate capable
of withstanding 100 lb uplift at joint(s) except Qt=
lb) 2=498, 10=498, 8) WARNING - Please thoroughly
review the "A-1 ROOF TRUSSES (-SELLER), GENERAL
TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD CASE(
S) Standard
PLATES GRIP MT20
244/
190 Weight:
183 lb FT =
0 w,.«y-nawna«iurr:,
x,ne'sam;r mt s.;[r'; 0»an:nttr..a 1nLmt3ftWAi7Ytft';.4ekRuuGlerhm tmnki.pp.,,r w.ntavii.rGkk.sleearma«ri i«rkmr ww+wtakaMae ira.«.mrmd..a..a INl«t 0,le
tknk t1/ W W 10u k+ed. A"J"nk"t" ,it_Anthony 1. lombo III, p.t. attt da, Lnskwe 4ugyi
bmpnilMR AAx Uw,«.M( va NMnee pfA«ae t«Ma#6isgrmbkt MM d`k .5e l[dbMl.xr UN} MtW itli Re gprtldht lBFM HnrN udMf.4r «iMb=bIM4. a'tN. +Nkmw eihant N kh. MnMRea E3 J$.i M 1"'t/al
ku}«we(na«lot Fe mks sn wl Rti Mbga%mMtaMtlbeiiltkdM}[r eM Lkh MaweesMStl!'''1{f#,MSY.A rt,11a N4pntMP ay. iM eabt[b rydwMMntMkMttl Aabni hvpww ifls ksglflpan Watts MwR.Ma. xks: 445St, uoe Blvd. trlawne ldlMhi;meln mrai Mtx
eem,Nlh, 111ava xMFxl Ik tnws ktyt Eryw«rn k:[grkifxnk5iluw «t,ns S{Mie fryata Pla kMq t6 ulbbn/.«e: arm ieWl x'.mi. tort pierce, IL. 3440 CePpyb ?J tPEFRIRaal6etstt-An onr
Clon4e ill, P.E ReptMwtion al Mit daemen.iq ent litre, tt pmMi4oel waheal tAo wnnen rorm€ttlon trom5lRaof€mttct btle'r l-EomSe ill PL
I YPU ty RYAN HOMES / SANTA ROSA
1A03 2 A0205754
Job Re ren
Hly
196- -Y T7- agePierce, FL 34946, design@a1truss.corn Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 29 13 ,i2 6 0----
ID:fXMofrMaVb?Z7FFUeY3.- NdzegNi-D21aiksVGAMp881MQmIBCiP3d_,6SL9RvOzGvARy45r-15------ --?9-0-0 - ----- --
j- 40-0-0 1-0F-1 5 5-4-2 5-6-2 6-11-11 5-6-2 .5-4-9 r.7-1A t-n-A
SA =-
3x4 - 4Y6 -,-
3x4 =-- 5X6 =
Dead Load Defl, = 5116 in
14
SX8 11 3x8
4x6 3x4 4x6
3X8 5X8 11
LOADING (pst) SPACING- 2-0-0 CS' DEFL. in (loc) I/clefl L/d
TCLI 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.28 16-18 999 360
TCDL 10.0 Lumber DOL L25 SC 0.92 Vert(CT) 0.58 16-18 823 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.17 12 n1a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 16-18 999 240
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP M 30 *Except*
62: 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-3 oc
purlins,
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends thafSt-aStabilizersand —required
caress bracing be installed during truss erection, in
accordance with Stabilizer Installation wde,
REACTIONS. lb/size)
2 = 1660/0-3-8 (min. 0-1-15)
12 1660/0-3-8 (min,0-1-15)
Max Horz
2 89(LC 13)
Max Uplift
2 473(LC 8)
12 473(LC 9)
Max Grav
2 1660(LC 1)
12 = 1660(LC 1)
FORCES. (lb)
Max, Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1275/275, 3A=-3143/2204,
4-5=-2866/1955, 5-6=-2625/1897,
6-7=-321412271, 7-8=-321412271,
8-9=-2625/1897, 9-10=-2866/1955,
10-11=-3143/2204, 11-12=-1275/275
BOTCHORD
2-18=-1861/2825, 17-18=-1913/3150,
16-17=-1913/3150,15-16=-1914/3150,
14-15=-1914/3150, 12-14=-1868/2825
WEBS
4-18=-258/401, 5-18=-413/762,
6-18=-812/543, 8-14=-812/543,
WEBS
4-18=-258/401, 5-18=-413/762,
6-18=-812/543, 8-14=-812/543,
9-14=-4131762, 10-14=-258/401
NOTES- (8)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult= 1 50mph (3-second gust)
Vasd= 1 16mph, TCDL=S.Opsf; BCDL=5.Opsf, h=25ft;
Cat, 11; Exp, C; Encl., GCpi=0.18: MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree
rotation about its center.
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-" 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) except otmlb) 2=473, 12=473,
8) WARNING - Please thoroughly review the 'A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 200 lb FT = 0%
3 IQ
V wwtA2 i;w k owfi,.4e wwwri ARIKONW.tr *. 4* N"r 0-, 164` W 4, 4An 1 1 ,I1 1,1- RerthNn 6iM NxntH txtd ft log .4 Anthony
T Toribo III, f, r, MW.,
4 445,
31 St,Tuie0(83 81,
ld sort
Fierce, H 3404t,
A0205755
WRCSRAM IA04 jHip
Df Trusses, Fort Pierce, FL 34946, design@atlmss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:43 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3-NdzegNj-hEbyv4t71 TVgIIKY_TpQkwyC4OUr4iE3cd?Tiuy45kl
1i 0 20 -0 27-0-0
Q --------__ @ 5-iS --
4...__._.. — 6 -- 1-0
Dead Load Dell. = 5116 in
54 =
1.5x4 II 5x6
d..
14
3x4 = 4x6 ;
3x8 "'
4x6 == 3x4 == Sx8 It
Sx8 II
I
10-6-9 20-0-0
9-5-7 ---- I— ---9_5
29-5-6 h -----
40-0-0 ---
I10.6_s 10-6-9
Plate Offsets X Y
LOADING(psf) SPACING- 2-0-0 CSL DEFL, in (loc) I/deft l/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0,79 Vert(LL) 0.33 14-16 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.62 14-16 771 240
BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.32 14-16 999 240 Weight 197 lb FT = 0
LUMBER -
TOP CHORD 2x4 SP M 30 "Except"
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 5-24 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installationguide.__
REACTIONS. (lb/size)
2 = 166010-3-8 (min.0-1-15)
10 - 166010-3-8 (min. 0-1-15)
Max Harz
2 - 104(LC 13)
Max Uplift
2 - 447(LC 8)
10 - 447(LC 9)
Max Grav
2 = 1660(LC 1)
10 = 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1194/349, 3-4=-3158/2227,
4-5=-2871/1996, 5-6=-2835/2100,
6-7=-2835/2100, 7-8=-2871/1996,
8-9=-3158/2227, 9-1 0=-1 194/349
BOTCHORD
2-16=-1881/2840, 16-25=-1422/2433,
25-26=-1422/2433, 15-26=-1422/2433,
14-15=-1422/2433, 13-14=-1423/2433,
13-27=-1423/2433, 27-28=-1423/2433,
12-28=-1423/2433, 10-12=-1887/2840
WEBS
4-16=-332/488, 5-16=-173/471,
5-14=-304/662,6-14=-469/462,
WEBS
4-16=-332/488, 5-16=-173/471,
5-14=-304/662, 6-14=-469/462,
7-14=-304/662, 7-12=-173/471,
8-12=-332/488
NOTES- (8)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left 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) Plates checked for a plus or minus 0 degree
rotation about its center.
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, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=447, 10=447.
8) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
Trtiry-%net R.kRgNrrznrx r+t'1-1lAa tlr! k.:Er'}"afl rFt 1,lk4tt:0.MA9ri iAilAM'IdtfTj.i4RMRlfbGrlar MR IntlkRp rsdk,W.a/aRsaAit lots pxip&rrgnAA;MAe rtMryf lrRN lr,.i! Idenut tkxrd+rw L+41s dMr,a +nMalRe iCi. atr
Wlrr.(MNM dMtIM11kNN tr, trt FOCkk,dd. A rla}sPzF@r:rpaRaat.`+uRRr(ripx+',.hud Nan f60,ryrrsMsatt,nmrtd MpFhiwd wpeen}mpas,M»fwtrleglde+r 4xteel .: it asefb@rNr nlnl.l. ;it ktrpnt*genet. iFM ry.aIRR.S. c+IMdRi Anthony T. Tombo ill, f}. E.
Zty 1 rU.4—.aim "51 St. Lucie BlvdNM"luwoo1,f (nxlR 1pMgn • rlRtOf df pttat MdaN Ik trethtyr rRNaR' rc Ira M MdkM OEFyn1 n has H»M Iqun 8mMllbr ,Fp niMl'rl;ns er rF Odntl R IB1 fort Rene, R }4G46 epryl!
9 1914 61 t401 IIYFFtl' AQ769Rr L IwtSR Ill, t,l. IiRN0.dR01Mt9116tS d0[llRtRl. IR ORr IMT. F plrAltitll ntIARW f1t MIIMR rMglttl@k IIQA R-I tp0i TIVfFtt AR1hM/ t.ltNb6llt r-[.
RYAN HOMES / SANTA
WRCSRAM A05 Hip 2 A0205756
Job Reference__ o tional — _--_.-- ----_V .__. _.__..__
Al Roaf Trusses, Fart Pierce, FL 34946, design at truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13 56:43 2017 Page
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-hEbyv4l71 TVg11KY TpQkwyD20Ut4gi3ed?Tjuy4!
1-0- "-2,— _ _ _ 15-0-0 20-Q-0 25-0-0— 31 11.14 40-0-0 1 010 I------._ f _ __-_ {._.--- __ ___- f-----.. _._ _-----__._T_ —__._ -___-- ----.-. 6-11-14 5-0-0 5-0-0 6-11-14 8-Q-2 0 5,
00 F12 5z6 = 1.
5x4 II Sx6 = Dead
Load Dell. = 5/16 in 16
3x4
c: 4x6 == U8 --
4x6 ==
3x4 5x8 II 5x8
II 1 _
10-0-15 1 20-0-0 1 29-11-0 40-0-0 LOADING (
psf) SPACING- 2-0-Q CS'. DEFL. in (loc) I/deft L/d TCLL
20.Q Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.38 16-18 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.69 16-18 691 240 BCLL
0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.15 12 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.28 16-18 999 240 LUMBER -
TOP
CHORD 2x4 SP M 30 "Except' T3:
2x4 SP No.2 BOT
CHORD 2x4 SP M 30 WEBS
2x4 SP No.3 SLIDER
Left
2x4 SP No.3 1-6-0, Right
2x4 SP No.3 1-6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-9-12 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 5-4-2 oc bracing. MiTek
recommends that Stabilizers and required 1 crossbracingbeinstalledduringtrusserection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 -
1660/0-3-8 (min.0-1-15) 12 -
1660/0-3-8 (min.0-1-15) Max
Horz 2 =
119(LC 13) Max
Uplift 2 -
446(LC 12) 12 -
446(LC 13) Max
Grav 2 -
1660(LC 1) 12 =
1660(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1136/325, 3-4=-3134/2195, 4-
5=-2927/2130, 5-6=-2843/2150, 6-
7=-2457/1891, 7-8=-2457/1891, 8-
9=-2843/2150, 9-10=-2927/2130, 10-
11=-3134/2195, 11-12=-1136/325 BOTCHORD
2-
18=-1836/2811, 18-27=-1305/2262, 17-
27=-1305/2262, 17-28=-1305/2262, 16-
28=-1305/2262, 16-29=-1306/2262, 15-
29=-1306/2262, 15-30=-1306/2262, 14-
30=-1306/2262, 12-14=-1841/2811 WEBS
4-
18=-386/543, 6-18=-437/623, WEBS
4-
18=-386/543, 6-18=-437/623, 6-
16=-130/496, 7-16=-313/293, 8-
16=-130/496, 8-14=-4371623, 10-
14=-386/543 NOTES- (
8) 1)
Unbalanced roof live loads have been considered for
this design. 2)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18, MWFRS (envelope) and
C-C Extenor(2) zone; cantilever left and right exposed ;
end vertical left 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)
Plates checked for a plus or minus 0 degree rotation
about its center. 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, with BCDL = 10.
Opsf. 7)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except (jt=lb) 2=446. 12=446. 8)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
200 lb FT = 0% xnMgPlan
M.Mll re"emM'AIIB+X(M?,"t.'A^. uFGfnt l!tkSAtbmflifi i9t'4k:iarf'F![If k;(pAm;nl'Ma IMh ku*reiaMrcrMauA +.S+t dnrcA mrx,A:!@a; xA nt 4nggl 4xk mt!tMe;nrc fhk Nla Ke PNeuAnaex mMtn Rst.xh wlr«
wu.xixrlaessrxk+unraxr'aeuk•an. A tn,newtryxn swMn[ nx,remwrea rr ummxan tx pm rw.iapm..M,,o», mr atkapa+„ .,war+mweloAan.. in+. rxMyr .., t.wq t mewm Anthony T. Tombo 111, P.E. uda ,,
n .,p.r wmawn...,-,o". Ky,wsr,,:...a. w ax.a.,n ir.w."nkurq aewtt, IbrwraAgeNew»rnau tenrt.r,.+m«yn b.pe.,x'aawMwnq,a.kmvnywvwarn .8008: a.
r«aeru ratec,a. tann,snr..wtArMaenumeeNranrLaagtmas.n.eMo>nacrwp,raMtrros.e,nadt wa+rprrr ln o,a,r nrearaok":..
Vlv a",.."t,ntw.*"t. iie+rrnn.r:p[gow rrJa. ,t,,, « q.,„ +m,+
per,wamt o,t .,etca,,.,,e. ,i„ .rwwtt .atmn..ws, aa5; SC Lucie 3Blvd 4946fi
aq 4et 1m s.w! Yn lwH 1A cgMk:M w.>«n Nlw x?!ki tort
t+erfe, FL 34*.46 teppyitlQll
kl Aod hountAnlheor f.lam§a llf P.E. ReatMwtion al dit loromoaL in aal km, KptoMiliki.abeat iAo a(tlen Permlttionbam A -I Ane(4atcet-AnlfioaT 1. lambo lll, P-L
WRCSRAM IA06 I Hip
A0205757
se - s, Fort Pi - erce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:44 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-9Q9K60tlondXNSv[YBKfH8VKyoqxpBGCrHIOFKy45kH
1-0-1 5-9-5 10-1-12 29-10-4 34-2-10 40-0-0 Al -0,0
5-9-5 6-3-0 1-0-0
5,00 1-i2 5x6 =
5x6 ---- Dead Load Deft. = 5/16 in
17 - -
11 " - -
13
5x8 11
3x8 =
4x6 -- 3x4 = 4x6 ---
3X8 =
5X8 11
10-1-12
LOADING (psO SPACING- 22-0-0O CSL DEFL. in (loc) I/deft L/d
TCLL 20,0 Plate Grip DOL 5 TC 0,97 Vert(LL) 0,37 15-17 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,73 Vert(CT) 0.67 15-17 714 240
BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.14 11 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.30 15-17 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
Tl: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0.
Right 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-3-3 oc bracing.
WEBS
I Row at midpt 6-17,7-13
M.=T`iik-recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installationguide.___ _
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min. 0-1-15)
11 = 1660/0-3-8 (min.0-1-15)
Max Horz
2 133(1_C 13)
Max Uplift
2 = 464(LC 12)
11 z 464(LC 13)
Max Grav
2 = 1660(LC 1)
11 1660(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1112/343, 3-4=-3121/2227, 4-
5=-294712113, 5-6=-3007/2336, 6-
7=-2219/1738, 7-8=-3007/2336, 8-
9=-294712113, 9-10=-3121/2227, 10-
1 1=-1 112/343 BOTCHORD
2-
17=-1876/2797,17-26=-1187/2132, 16-26=-
1187/2132, 16-27=-1187/2132, 15-27=-118712132, 15-
28=-1188/2132, 14-28=-1 18812132, 14-29=-
1 18812132, 13-29=-1188/2132, 11-13=-
1884/2797 WEBS 5-17=-423/548, 6-17=-
727/
880, WEBS 5-17=423/548, 6-17=-
727/
880, 6-15=47/344. 7-15=-47/
344, 7-13=-727/880, 8-13=423/
548 NOTES- (8) 1) Unbalanced roof live loads
have been
considered for this design. 2) Wind: ASCE 7-
10; VuIt=I
50mph (3-second gust) Vasd= 1 16mph; TCDL=5.Opsf; BCDL=
5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.
18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever
left and right exposed; end vertical left 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) Plates checked for a plus
or
minus 0 degree rotation about its center. 5) This truss
has been designed for
a 10,0 psf bottom chord live load nonconcurnent 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, with
BCDL 1 O.Opsf. 7) Provide mechanical connection (
by others) of
truss to bearing plate capable of withstanding 100
lb uplift at joint(s) except (jt=lb) 2=464,
11 =464. 8) WARNING - Please thoroughly review the "A-
1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER") ACKNOWLEDGEMENT" form, LOAD CASE(
S) Standard PLATES
GRIP MT20
244/190 Weight:
211
lb FT =
0% I RD '
Wii,NAr" Ilk I 110M
1t Z Whony T Fombo 111, il U,
iiftw80083 e 0(WW..4,i ai
i- k,,
ptq—
1-
S"" iq.. 0a, won 445St,I Q4 Vle,ce, I L Blvd. t 34Q46
al 1h"
kow.....y low F.cmilvofio. 4 ]
IiotIVimZ
WRCSRAM (CJ1 ICorner Jack A
ROSA A0205758
34946.
design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:45 201 I0:
fXMotrMaVb?Z7FFUeY3_NdzegNj-ddhKmuNZ510?cUx6usugL1 iFC LGYj H M4xUa 1-
p-0 0_-it-ii f--------__-'10-—.---------F-------0-
11-11---_.__-....f 3x6
It 0-
11-11 LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ltd PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL
10.0 Code FBC2017(TPI2014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 0-11-11 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. MiTek
recommends that Stabilizers and regwred cross
bracing be Installed during truss erection, in accordance
with Stabilizer Installation uide. J REACTIONS. (
Ib/size) 5 =
15010-3-8 (min. 0-1-8) 3 =
10/Mechanical 4 =
5/Mechanical Max
Harz 5 =
38(LC 9) Max
Uplift 5 =
88(LC 8) 3 =
10(LC 1) 4 =
5(LC 1) Max
Grav 5 -
150(LC 1) 3 -
12(LC 8) 4 =
11(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES- (
7) 1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; T'CDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 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)
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) 5, 3, 4. 7)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
aMr-
rkn aaa p enex Rx'F i aa4Y !MStt, k:. t r bEatd; lgl5 d am(uas GiSttlM'dPrrTl AUItGa:fEGdflr Iaa iaar hxn rnaidertW rat tart a Ms intt 0rMj1 eresgli@G}pa1 M ddlN(I (tab 0.. a i leh na SMadearr nu erirrr xkxnn w rnN ra14e IOa a!e A
d4t€
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1. 80083omb[t[, P.E. nr•• «
n »t rpasra:saiaay,.aaaeagw+n6atd -: 60083 wr.urga,pra.Iwo.Eatu:w loen s.paarn+.nda.rngar+nMalrr'sA«r:Ns q detninaarca.n+nwxar,raxa.,doh„,r<uk;p.rh.,tanw.aa.„ axr.
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Pwc(-, FL 14946 errrilld7016
4-1 aaal Lxuet-An>hgayLlueau ill: a-E. anNNw6nrt a16it auru aa.t. {paxlfam,!t pIuatbika rithoai'ae•rinm aaa fssanhea a-1 Aunt tosses Aa koer 1, tnMeill -PE
Truss Truss Type oty Ply RYAN HOMES / SANTA ROSA
CJ 1 A Comer Jack 4 1
A0205759
om Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 METek Industries, Inc. Fri Dec 29 13:56:46 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_-NdzegNj-6pH5X6v?KOtFcm37fbN7MZau 1 GidHAXV IbE7KDy45kF
1-0 0 0-11-11
F- -- i-0 — 1— --- 0-it-11------ _----i
2x4 =
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ved(LL) -0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 5 >999 180
BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017(TP12014 Matrix -MP Weight: 5 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek rewmmends that Stabilizers and regwred
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide. ___
REACTIONS. (lb/size)
3 - 8/Mechanical
2 - 130/0-8-0 (min. 0-1-8)
4 - 1/Mechanical
Max Horz
2 - 38(LC 8)
Max Uplift
3 - 5(LC 12)
2 - 82(LC 8)
4 = 1(LC 1)
Max Grav
3 = 8(LC 22)
2 - 130(LC 1)
4 - 15(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten, - All forces 250 (lb) or less except
when shown.
NOTES- (7)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) 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) 3, 2, 4.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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L^t0Ib5-I Raot Ewzstz-AntRorryLtanbo Nl: P-E- RobtNwtian at sFiz Nsna nnt. ipenY ht n. is prNibim/Ks16oc17Re,nflrort Rerasissianhus R-I Rawl tnssxzRnthnnYllantbo!II P.E.
CJ2
truss.com
Jack
Qty Ply
JRYAN
HOMES / SANTA RC
4 1
Job Referencejottonal)
l7 Print 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri
1-0-0 1-5-11
2x4 =
i -5-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC O 09 Vert(LL) 0,00 7 999 360
TCDL 10.0 Lumber DOL 1_25 BC 0.02 Vert(CT) 0.00 7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017(rP12014 Matrix -MP Wind(LL) 0.00 7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabtllzers and required
cross bracing be installed during truss erection in
accordance with Stabilizer Installation guide,
REACTIONS. lb/size)
3 - 25/Mechanical
2 = 139/0-8-0 (min. 0.1-8)
4 = 13/Mechanical
Max Horz
2 = 47(LC 8)
Max Uplift
3 = 14(LC 12)
2 = 101(LC 8)
Max Grav
3 - 25(LC 1)
2 = 139(LC 1)
4 - 21(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (7)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S Opsf; h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown, Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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 to 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) 3 except Qt=lb) 2=101.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
A0205760)
Weight: 6 lb FT = 0%
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fait+uwrtht lbt4 taN k u1{Md ;pG M wA F ikni Posige!pnc nt. 'bifpn<n', se+wglC6 ptt`(11 nab 4e p 0.wai,garaa m„m+p a=kt kupd4snre! 'aaxae t tR:IW f wM ipE rxM q ;wkpwi,NRpteMRNs. u+Fmifi Anthony T. Tombo 111, P F. a.,.a u:«.v of yw,anurae.o.M,n. a». ,,w pens ae kal 6nme«.aa wa nmx.a mwne d.,kw narni nK raaar tarww ea tw„.map MnF-">auda+eq aap cw+ga,eya,aexrd 80Q83
W"e+ w+w CM,Mtr wawa aMafw lBB u{#KaMealpwMndrir ksa+dwa.+M SFen MxsMe+M1I}f pMepfPh w1At8 re Mw.a9 }eaef pNMt. ltti Mm,Mrzyxvkugs aartm Aaehev lkcpn err Be q iyixn of hays MiMllmlp. waSS 4451 St- iude Blvd. NMnh> pMnl M I IkpM plwf pw antap I{M fna%araw! lM 7n„s ktlt GttMee aXfN M taap48nMta-a a+f} i m4 flpta 1' w7 yllp Afl epMfltN inic 4e K 4dM/ a?RI tort f§Errs, rl .34446
opaigFt?QIb A I kapf tusces-Anlhoprtlan5e tll, It, Rtp¢iwt+an I Nirdommeat. iq ent br a,!s pmhibHef wOhoauha w itleetmaiu7entrpp 6 l taof [easzm-Anl6nrrL tuaho 3lL f-(.
GJ3 Gomer Jack
e, FL 34946, design(rDattruss.com
1-0-0
A0205761
12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:47 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_ NdzegNj-a?rTISwd5i?6EveJDJuMvm71 v?0O0dneXFzgsty45kE
2-11-11
LOADING(pst) SPACING- 2-0-0 CSL DEFL- in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0,00 4-5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a
BCDL 10.0 Code FBC2017(fPI2014 Matrix -MR Wlnd(LL) 0.00 4-5 >999 240 Weight: 11 Ib FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 4) ' This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3
rectangle 3-6-0 tall by 2-0-0 wide will fit between theBRACING-
bottom chord and any other members. TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc 5) Refer to girder(s) for truss to truss connections.
pudins, except end verticals. 6) Provide mechanical connection (by others) of truss
BOT CHORD to bearing plate capable of withstanding 100 lb uplift at
Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s) 5, 3.
7) WARNING - Please thoroughly review the "A-1
MiTek recommends that Stabilizers and required ROOF TRUSSES ("SELLER), GENERAL TERMS &
cross bracing be installed during truss erection, in CONDITIONS CUSTOMER ("BUYER")
accordance with Stabilizer Installationguide ACKNOWLEDGEMENT" form.
REACTIONS, (lb/size)
5 - 194/0.3-8 (min. 0-1-8)
3 - 69/Mechanical
4 = 28/Mechanical
Max Horz
5 - 69(LC 12)
Max Uplift
5 = 72(LC 8)
3 = 57(LC 12)
Max Grav
5 = 194(LC 1)
3 - 69(LC 1)
4 - 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-166/257
NOTES- (7)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and farces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
tb«
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Fat
P ere, FL 3444b Rrr'
fHfk l3t{{-itwlE liRS}it-tRlb9a}1.IwRQ@3{:r(- ttblNwilaeif lRFj 6pt@a«at.bbRy 1plq. 1tp10Arbat eaAO@I;4@«Y[aa4 FHaIi4U@ait@RA{t00E(f@St!'S-.tb(i1w111.1i16tA@{. F.E.
lob Iruss truss type uty Pry RYAN HOMES / SANTA ROSA
WRCSRAM CJ3A Corner Jack 4 1
AQ205762
4qbf ferenm (o fional------- ---- — - — - -- - --_--- -- -- . ----
At Roof Trusses. Fort Pierce, FL 34946, design@attruss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13 56:48 2017 Page 1
ID:fXMofrMa Vb?Z7FFUeY3__NdzegNI-2COryowFs07zs3DWnOPbR__fERPM1140omvjEO5y45kD
1-0-0 2-11-11
I--- 1-0.0---._..I- ------. __.---___._ ___._2-11 11._-----------_.-._ ._----i
2x4 __.
2-11-i i
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0,00 7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240
BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
m--- - -
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection to1accqi_dance_witb Stabilizer Installationu1deLL __
REACTIONS. lb/size)
3 - 70/Mechanical
2 = 187/0-8-0 (min.0-1-8)
4 = 36/Mechanical
Max Horz
2 - 75(LC 12)
Max Uplift
3 = 48(LC 12)
2 = 71(LC 8)
Max Grav
3 - 70(LC 1)
2 - 187(LC 1)
4 = 51(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (7)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
4) " This muss 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) 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) 3, 2.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 0%
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ae
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Job Truss Truss Type QIy
jPIY
RYAN HOMES / SANTA RASA
WRCSRAM CJ4 Corner Jack 4
A0205763
Job Reforence (o tional
ageAtRaofTrusses, Fort Pierce, FL 34946 design(c at truss.com Run: 8.120 s Nov 12 20t 7 PnnC 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 29 13:56:49 2017 Page
ID: fXMofrMaVb?Z7FFUeY3_NdzegNj-WOyDABxudJFgTDoiKkwq_BCOepgJUXGx?ZSnwXy45i
i
1-0-0-
0f------
2x4
3-S-i 1
3-5-11
LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L!d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.01 4-7 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0.00 3 n/a n/a
BCDL 10-0 Code FBC20171 TPI2014 Matrix -MP Wlnd(LL) 0.01 4-7 999 240
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11 oc
purlins.
BOTCHORD
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 wit_h_Stabilizer Installation_uide.
REACTIONS, (lb/size)
3 - 83/Mechanical
2 - 205/0-8-0 (min.0-1-8)
4 - 44/Mechanical
Max Horz
2 - 79(LC 8)
Max Uplift
3 = 53(LC 12)
2 = 110(LC 8)
Max Grav
3 = 83(LC 1)
2 = 205(LC 1)
4 = 60(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (7)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) 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) 3 except (jt=lb) 2=110.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 0 l
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F
Job Trus<
WRCSRAM CJ5
At Roof Trusses, Fort Pierce, FL 34946,
truss type city Ply RYAN HOMES ! SANTA ROSA
Corner Jack g 1
A0205764
Job Reference (tional_
s.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13,56:50 2017 Page 1
ID:fXMofrMa Vb?Z7FFUeY3,_NdzegNj-_a WeNTyWOdNg5NMuuRR3XPITcDz8D_WSDOCKT_y45kB
1-0-0 4-11-11
1-0-0 4-11-11
46 II
F
4-11-11
1411-11..__.
Plate Offsets {X Yv 2:0-0 12,0-1 ,12j j5 0-0-0 0-1-121 ____
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0,05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.02 3 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
pudins, except end verticals.
BOTCHORD
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 = 268/0-3-8 (min. 0-1-8)
3 = 127/Mechanical
4 = 55/Mechanical
Max Harz
5 = 109(LC 12)
Max Uplift
5 = -77(LC 8)
3 - -98(LC 12)
Max Grav
5 - 268(LC 1)
3 = 127(LC 1)
4 = 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=228/342
NOTES- (7)
1) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) 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) 5, 3.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
v..q weer Kuaqu{m».nt'AIl71 w..4?,,h. e.r,n(r4A,6W'4G.,mo ,mffi nfA tpTii(ts,i4:tK#M! rhnm indl ktpP pxPMas M,nP warna4v ln¢Ge ye@xRil4p;mfMkPwr1 ileN lE.l U{F,lkl Sktt tdxew 6plen #nne+m0.1kt 9..4
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i!r!'119 1'a Ntl{Altae!{IPSS!3- hilinyl.bmt,01111 t. ...... 1'. 41 Iml Im...- AAWY 1. Im. ill. f.l,
Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
FG1 FLAT GIRDER 1 3
A0205765
Job Reference (ootionalt
Hof Trusses, Fort Pierce, FL 34946, designriilaltruss.com Run: 8.120 s Nov 12 2011 Print: 8. 120 s Nov 12 2011 Mi I ek Industries, Inc. Fn Dec 29 13:56:b0 201 7
I D:3cbD6QA9jcxoTnU UN8i_ XizeZZI-_aWcNTyWOdNg5NMuuR R3XPIQADvBDgK5DDCKT
2-10-3 5-4-10 7-11•i 10-5-812-11-15 156 G 18-0-13 20-11-0 I-- -
2_t 0_3- - -i -- 2-6-7 - f - - -
2 6_7 2-6-7 2-6-7 - + - 2 .7 -f - - 2_6_7 --- -+---- 2 10.3 i Dead
Load Dell. = 112 in 4x4
II axiu =
6x6 --
axe -_
zx4 a axG - - a ox ru _. 4x4 II 2x4
II 2-
10-3 5-4-10 7-11-1 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 MT20 2441190 TCDL
10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.71 15 347 240 BCLL
0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.22 15 999 240 Weight: 348 Ib FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x6 SP 240OF 2.0E WEBS
2x4 SP No.2 'Except' W1:
2x6 SP No.2, W3: 2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 3-8-11 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 20 =
3589/0-7-4 (min. 0-1-8) 11 =
365010-3-12 (min. 0-1-8) Max
Horc 20 - -
39(LC 6) Max
Grav 20 =
3589(LC 1) 11 -
3650(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
20=-3018/0, 1-21=-7038/0, 2-
21=-7038/0, 2-22=-7038/0, 3-
22=-7038/0, 3-23=-15568/0, 4-
23=-15568/0,4-24=-15568/0, 5-
24=-15568/0, 5-25=-15751/0, 6-
25=-15751/0, 6-7=-15751/0, 7-
26=-15751/0, 8-26=-15751/0, 8-
27=-7401/0, 9-27=-7401/0, 9-
28=-7401/0, 28-29=-7401/0, 10-
29=-740 1 /0, 10-11=-3035/0 BOTCHORD
19-
20=01822, 18-19=0/ 13436, 17-
18=0113436, 16-17=0/13436, 15-16=0/18186,
14-15=0/18186, 13-14=0/1
3828, 12-13=0/1 3828, 11-12=0/869
WEBS 1-19=0/
6602,
2-19=-546/0, 3-19=-6821/0, 3-17=0/705,
7-14=-650/0, 5-14=-2597/0, 5-15=0/886,
5-16=-2791/0, 4-16=-655/0, 3-16=0/2279,
10-12=0/6938, 9-12=-708/0, 8-13=01724, 8-
14=0/2050, 8-12=-6852/0 WEBS 1-19=0/
6602,
2-19=-546/0, 3-19=-682 1 /0, 3-17=0/705,
7-14=-650/0, 5-14=-2597/0, 5-15=0/886,
5-16=-2791/0, 4-16=-655/0, 3-16=0/2279,
10-12=0/6938, 9-12=-708/0,
8-13=0/724, 8-14=0/2050, 8-12=-6852/0
NOTES- (10) 1) 3-
ply truss
to be connected together with 10d 0.131"x3") nails
as follows: Top chords connected as
follows: 2x6 - 2 rows staggered at 0-9-
0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as
follows: 2x6 - 2 rows staggered at 0-9-
0 oc. Webs connected as follows:
2x4 - 1 row at 0-9-0 oc. 2) All loads are
considered equally applied to all plies, except if 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 B), unless otherwise indicated.
3) Wind: ASCE 7-
10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.
Opsf; BCDL=5.Opsf; h=2511; Cat. II; Exp C;
Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right
exposed ; end vertical left exposed; Lumber DOL=1.
60 plate grip DOL=1.60 4) Provide adequate drainage
to prevent water ponding. 5) Plates checked
for
a plus or minus 0 degree rotation about its center.
6) This truss has
been designed for a 10.0 psf bottom chord live load nonconcurrent
with any other live loads. 7) " 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. 8) Load case(s)
2, 14, 15, 16, 17, 18 has/have been modified. Building designer must
review loads to verify that they are correct
for the intended use of this truss. 9) Hanger(s) or
other connection device(s) shall be provided sufficient to support
concentrated load(s) 404 lb down and 125
lb up at 0-2-12, 127 lb down and 82 lb up at 1-
0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 68
lb up at 5-0-0, 282 lb down and 84 lb up at 7-0-
0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb
up at 11-0-0, 282 lb down and 84 lb up at 13-0-
0, 282 lb down and 84 lb up at 15-0-0, 282 lb down and 84
lb up at 17-0-0, and 282 lb down and 84 lb up at
19-0-0, and 342 lb down and 92 lb up at 20-8-4 on
top chord. The design/selection of such connection device(s) is
the responsibility of others. 10) WARNING - Please thoroughly
review the "A-1 ROOF TRUSSES ("SELLER), GENERAL
TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT'
form. LOAD CASE(
S) Standard
1) Dead + Roof
Live (
balanced): Lumber Increase=1.00 Plate Increase=1.00
Uniform Loads (pin Vert:
1-29=-180,
10-29=-60, 11-20=-20 Concentrated Loads (lb) Vert:
1=-404 10=-
342 2=-134 7=-282 21=-127 22=-208 23=-282
24=-282 25=-282 26=-282 27=-282 28=-282
2) Dead + 0.75
Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00,
Plate Increase=1.00 Uniform Loads (pin Vert:
1-29=-200,
10-29=-80, 11-20=-20 Concentrated Loads (lb) Vert:
1=-338 10=-
296 2=-116 7=-246 21=-107 22=-181 23=-246
24=-246 25=-246 26=-246 27=-246 28=246
14) Dead: Lumber Increase=
0.90, Plate Increase=0.90 Pit. metal=0.90
Uniform Loads (plf) Vert:
1-29=-180,
10-29=-60, 11-20=-20 Concentrated Loads (lb) Vert:
1=-141 10=-
160 2=-63 7=-140 21=48 22=-101 23=-140
24=-140 25=-140 26=-140 27=-140 28=-140
15) Dead + 0.75
Roof Live (bal.) + 0,75 Attic Floor + 0.75(0.6
MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate
Increase=1.60 11 ..:i....... t .. l..
M L,onunueo on page
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aR.eyps01Nr4RR 6»trt,b Cwrt MnnMa W'Ta.x".aR.tarK af,M pf w+e bat>awq<de ae m-k. ae 4paad9e NI R,tFWa ne dalpm R^'M,eer ,aMt inerMenwbprf sNAkW no-peR99td = 80083 attwNq Wa)tn metxmua
FR445 St, Lucie Blvd ealtwtee eAMh i:MRK`ww
ep a ,nRWt 1f d lanes attwnt iw 4ry Wept Eryattt rsi a1 Yr'arRi RnBem x hn? S.txa EerReT atq t+Aar.'=:epRdleN nRRc tk n 74mr R 711 FOtt, F:.efcP, Fl 34t?40 gryMitQla A-Iteat Ile M-
ARlWyIlanar nI,P.tl tali .... ef - AR1QRRp I. lonbo ill. P_E.
WRCSRAM I FG1 I FLAT GIRDER 11 1 A0205765
FL
LOAD CASE(S)
Standard
Uniform Loads (plo
Vert: 1-29=-131, 10-29=-59,11-20=-20
Horz: 1-20=31
Concentrated Loads (lb)
Vert: 1 =76 1 0=49 2=42 7=48 2 1 =57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
16) Dead + 0.75 [Roof Live (bal.) + 0.75 Attic Floor +
0+75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate InGrease=1.60
Uniform Loads (plo
Vert: 1-29=-131, 10-29=-59,11-20=-20
Horz: 1-20=-8
Concentrated Loads (lb)
Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase= 1 +60, Plate Increase= 1.60
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=24
Concentrated Loads (lb)
Vert: 1 =76 1 0=49 2=42 7=48 21 =57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=11.60, Plate Increase=1.60
Uniform Loads (plo
Vert: 1-29=-131, 10-29=-59,11-20=-20
Horz: 11-20--5
Concentrated Loads (lb)
Vert: 1 =76 1 0=49 2=42 7=48 2 1 =57 22=41 23=48
24=48 25=48 26=48 27=48 28=48
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:50 2017 Page 2
ID:3cbD6QA9jcxoTnUUN8i—XizeZZI-_-aWcNTyWOdNgSNMuuRR3XPIQADvBDqK5DDCKT_y45kB
pater ru n hxss ka a+qe fBCuwUa w r„r Dzxp [qw, Est. srwuin [q«<r.mrmt+..n room eurwwrNw rerrwn w x nm:+xta.+wx epee s•p rm, Wuzanne spb..b ammi ruarp ns.gn+r, >K.as . w, wnwm Anthony r, -tombo 111, P F
1 80083
4451 St. Lucie 131,d.
Olt ! oerce, iL 3041
Job Truss Truss Type Qfv Ply
IRYAN
HOMES / SANTA ROSA
WRCSRAM FG2 Floar Girder 1 f
A0205766
L Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:51 2017 Page
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F--..-----
2-7-7
1 4x6 =
1,5x4 11
2
1.Sx4 11
3
4x6 =:
4
4x4 II 4x4 11
LOADING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x6 SP No.2 *Except*
W2: 2x4 SP No.2, W3: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-11 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 2595/0-6-14 (min. 0-1-8)
5 - 2494/0-6-14 (min. 0-1-8)
Max Grav
8 = 2595(LC 1)
5 - 2494(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-1672/0, 4-5=-1677/0, 1-2=-5400/0,
2-3=-5400/0, 3-4=-5400/0
BOT CHORD
8-9=0/791, 7-9=0/791, 7-10=0/5400,
10-11=015400,6-11=015400,6-12=01763,
5-12=0/763
WEBS
1-7=0/4830, 2-7=-303/0, 3-6=-303/0,
4-6=0/4859
NOTES- (8)
1) 2-ply truss to be connected together with 10d
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if 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 (B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
6-1-9
CS1. DEFL. in loc) I/deft L/d PLATES GRIP
TC 0.48 Vert(LL) 0.10 6-7 999 360 MT20 244/190
BC 0.42 Vert(CT) 0.13 6-7 804 240
WB 0.69 Horz(CT) 0.01 5 n/a n/a
Matrix -MS Weight: 96 lb FT = 0%
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Concentrated loads from layout are not present in
Load Case(s): #3 1st chase Dead + Floor Live
unbalanced); #4 2nd chase Dead + Floor Live
unbalanced); #5 3rd chase Dead; 96 4th chase Dead.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Hanger(s) or other connection device(s) shall he
provided sufficient to support concentrated load(s)
1035 lb down at 1-7-0, 1035 lb down at 3-7-0, and
1020 lb down at 5-7-0, and 1020 lb down at 7-7-0 on
bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
8) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (pit)
Vert: 5-8=-10, 14=-100
Concentrated Loads (lb)
Vert: 9=-1035(F) 10=-1035(F) 11=-1020(F)
12=-1020(F)
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truss ype vty Ply HOMES / SANTA ROSAWRCSRAMFG3FLATGIRDER1A02057674tRYAN
ob Referenee optionalj_i _ Ai-Roof Trusses, Fort Pierce, FL 34946, design(a]altruss.cam Run: 8.120 s Nov 12 2017 Print: 8.120 s Nav 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:51 2017 Page 1
I D: fXMofrMa Vb?Z7F F UeY3_ Ndzeg Ni-Sm4_apz89xV Xj X x5S9y13cHZkdAgyGYE Stxu?Qy45kA
Dead Load Dell. = 5/16 in
3x8 -
5xo -= x6 1.5x4 11 Jx4 -= 3z6 1.5x4 II 3x8 =
t 2 3 4 5
fit 24 8
Al
tr ^'.
25 15 26 i4 27 13 28 12 ii
29 10
30 Iitr9t164x12 -_- 3x6 II 3x4 == 2x4 II 2x4 II 7zt4 MT20HS=
4x4 II
4x4 II
2-9-t4 5-4-0 7-10-2 10-4-6I_---- . _ F. 73-2-9 t5 8-10 18-6-8
2-9 14 2-6-2 2-6-3 2-6-3 2-10 3 6 2 2-9-14
vPlate (Jffsets X Y L 0-3 8 0, 1-8j, j2A-3-0 0 3 Ojr [8:aa3-O,o-1-8j,L10 0 7.O o-a-8j,j14 o-4-opo
2 -._
LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0,87 Vert(LL) 0.31 12-13 692 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0,92 Vert(CT) 0.65 12-13 335 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wlnd(LL) 0.11 12-13 999 240 Weight: 382 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2'Except'
T2: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 'Except'
BL 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
Wt: 2x6 SP No.2, W2: 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
2-2-0 oc bracing: 12-13.
REACTIONS. (lb/size)
16 = 4063/0-7-4 (min. 0-1-8)
9 - 3926/0-7-4 (min.0-1-11)
Max Harz
16 = -39(LC 6)
Max Grav
16 = 5901(LC 2)
9 = 5808(LC 2)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-16=-4483f7, 1-17=-11609/0, 2-17=-11609/
0, 2-18=-11610/0, 3-18=-1161010,
3-19=-23337/0, 4-19=-23337/
0, 4-20=-23337/0, 5-20=-23337/
0, 5-21=-23847/0, 6-21=-23847/
0, 6-22=-12769/0, 7-22=-12769/
0, 7-23=-12773/0, 23-24=-12773/
0, 8-24=-12773/0, 8-9=-4665/
0 BOT CHORD 16-
25=0/
1274,15-25=0/1274, 15-26=0/
23337, 14-26=0/23337, 14-27=0123337,
13-27=0/23337, 13-28=0/
23847, 12-28=0/23847, 11-12=0/
23847, 11-29=0/23847, 10-29=0/
23847, 1030=0/1270, 9-30=0/
1270 WEBS WEBS 1-
15=
0/
10990, 2-15=-377/0, 3-15=-12569/
0,3-14=0/3331, 4-13=-636/
0, 5-12=-447/0, 6-11=0/3065 6-10=-11833/
0, 7-10=-562/1, 8-10=0/
12226, 5-13=-545/43 NOTES- 1) 4-
ply
truss to be connected together with 10d 0.131"x3")
nails as follows: Top chords connected
as follows: 2x6 - 2 rows staggered at 0-
9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected
as follows: 2x6 - 2 rows staggered at 0-
5-0 oc. Webs connected as
follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/
112" diam. bolts (ASTM A-307) in the center of the
member w/washers at 4-0-0 oc. Attach BC w/
1/2" diam. bolts (ASTM A-307) in the center of the
member w/washers at 4-0-0 oc. 2) All loads
are considered equally applied to all plies, except if 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 B), unless otherwise
indicated. 3) Wind: ASCE
7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=
5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp
C, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and
right exposed ; end vertical left exposed; Lumber DOL=
1.60 plate grip DOL=1.60 4) Provide adequate
drainage to prevent water ponding. 5) All
plates
are MT20 plates unless otherwise indicated. 6) Plates
checked
for a plus or minus 0 degree rotation about its
center. 7) This truss
has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads. 8) ' 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. 9) Load case(
s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer
must review loads to verify that they are
correct for the intended use of this truss. 10) Hanger(s)
or other connection device(s) shall be provided sufficient to
support concentrated load(s) 319 lb down and
168 lb up at 0-2-12, 127 lb down and 82 Ib up at
1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and
68 lb up at 5-0-0, 282 lb down and 84 lb up at 7-
0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84
lb up at 11-0-0, 282 lb down and 84 lb up at 13-
0-0, and 282 lb down and 84 lb up at 15-0-0, and 282 lb
down and 84 lb up at 17-0-0 on top chord, and 795 lb
down at 0-11-4, 795 lb down at 2-11-4, 795 lb down
at 4-11-4, 795 lb down at 6-11A, 795 lb down at 8-
11-4, 795 lb down at 10-11.4, 795 lb down at 12-114,
and 1003 lb down at 14.114, and 1003 lb down at 16-
114 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard 1) Dead +
Roof
Live (balanced): Lumber Increase=1.00 Plate Increase=1.
00 Uniform Loads (plf)
Vert: 1-24=-
180, 8-24=-60, 9-16=-20 Concentrated Loads (lb)
Vert: 1=-319
15=-202(F) 2=-134 12=-202(F) 6=-282 11=-202(F)
17=-127 18=-208 19=-282 20=-282 21=-282 22=-
282 23=-282 25=-202(F) 26=-202(F) 27=-202(F)
28=-202(F) 29=-259(F) 30=-259(F) 2) Dead + 0.
75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.
00, Plate Increase=1.00 Uniform Loads (plf)
Vert: 1-24=-
170, 8-24=-50, 9-16=-20 Concentrated Loads (lb)
Vert: 1=-268
15=-647(F) 2=-116 12=-647(F) 6=-246 l l=-647(
F) 17=-107 18=-181 19=-246 20=-246 21=-246 22=-
246 23=-246 25=-647(F) 26=-647(F) 27=-647(F)
28=-047(F) 29=-817(F) 30=-817(F) 14) Dead: Lumber
Increase=0.90, Plate Increase=0.90 PIt. metal=0.
90 Uniform Loads (plf)
Vert: 1-24=-
140, 8-24=-20, 9-16=-20 Concentrated Loads (lb)
Vert: 1=-113
15=-795(F) 2=-63 12=-795(F) 6=-140 l l =-795(
F) 17=-48 18=-101 19=-140 20=-140 o1S;=U/1
99U, 2-15=-377/0, c t--14u 44=-14u zs=-i4u zo=-/yJDQ-) nbnue on Dane
2 ?7=-795lF1 9A=_7Qr1F1 9Q=_1001A1r,1 zn=_innzrct x+,ry Phut
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61v4- gMxaeMhnJhl(enp PmeerM'k nknRh M Wve Reba 1.N s WC"fey—., rCiMP.4lp Dntpx.1 t S—r'pax kaf Aa111y 3N apNrzN w¢ Bata 0.4, Tit 1 F44 1 St, t Ft. Blvd oPriiihl""t
7016
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Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
FG3 FLAT GIRDER 1 A
A0205767
F Inh Rnfornnro /nntinnali
design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:51 2011 Page 2
I D:fX Mo(rMaV b?Z7F F UeY3__Ndzeg Nj-Sm4 _apz89xVX)Xx5S9y 13cHZkdAgyGY EStxu?Qy45kA
LOAD CASE(S)
Standard
15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-24=-101, 8-24=-29, 9-16=-20
Herz: 1-16=31
Concentrated Loads (lb)
Vert:1=116 2=42 6=48 17=57 18=41 19=48 20=48
21=48 22=48 23=48
16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber
Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-24=-101, 8-24=-29, 9-16=-20
Harz: 1-16=-8
Concentrated Loads (lb)
Vert: 1=116 2=42 6=48 17=57 18=41 19=48 20=48
21=48 22=48 23=48
17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-24=-101, 8-24=-29, 9-16=-20
Horz: 1-16=24
Concentrated Loads (lb)
Vert: 1=116 2=42 6=48 17=57 18=41 19=48 20=48
21=48 22=48 23=48
18) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor +
0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel):
Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-24=-101, 8-24=-29, 9-16=-20
Herz: 1-16=-5
Concentrated Loads (lb)
Vert: 1=116 2=42 6=48 17=57 18=41 19=48 20=48
21=48 22=48 23=48
rmv rtn«pq,«+. «'>rna9s =ps t'v- tr aep, l.l!!` t; aanas m cu:'Nmr;uauu,tecww• « u+tr eqr ,.« a!e , «, int, a.,y, aa,.agas; « vmr I x. t ulx.«„ let«..0 aet<, ..,k m tea. lea -,a,
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I
b Truss Truss T e Ot PIvpv y RYAN HOMES / SANi-A ROSAW-_
Y4_
RCSRAM FL01GE GABLE 1 1 A0205768 ,
Job Reference (2 iiJ a_
i Roof Trusses, Fart Pierce, FL 34946, design(7o_,a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries. Inc. Fri Dec 29 13:56:52 2017 Page 1
ID:fXMofrMaVb?Z7FF UeY3_NdzegNj-wzeMo9-_mwEdOKhWHOsU XcggwgOk6htXOhXhRXsy45k9
0-p 0*8
30 =-= 34 FP,
1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16
T1 T2
q 94;i-_' ST1 ST1 ST1 ST1 Sri STi V2 ST1 ST1 ST1 STi STi STi STti.6t'i
132
32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
3x6 FP 3x3
1-4-0 2-8-0 4-0-0 5-4-0 6 8-0
4_p ---I-- __-F_._1.4-0--F._ 8-0-0 9-4 0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 17-1i--- ---F--- i---T_4-0 .. 1-4-0 1-4-0 7 4-Q
Y .__ _.._._...
t_4Q. 1,4_p---f---t-40 1-014- 1-4_1 4-0.._U_6-4-1
e_ — —..._ --_-
Plate Offset X,Y)-fit Edge O 0-12j j33 0_t-8 p 0 12j 35 0 1-8,0 0 12L
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 17 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 81 lb FT = 0%F, 0%E
W__.. ____. _ . _ — ___—_..—.___-- _--___---- --_ __.-- _
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 17-10-4.
lb) - Max Uplift
All uplift 100 lb or less at joint(s)
17
Max Grav
All reactions 250 lb or less at joint(s)
32, 31, 30, 29, 28, 26, 25, 24, 23, 22,
21, 20, 19, 18
FORCES. (lb)
Max. Camp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (8)
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 or.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 17.
7) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
8) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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WRCSRAM FL02
At Roof Trusses, Fort Pierce, FL
0.1-8
H 1 --2 6-0---- --I
tSx4 II
1 -5x4 = 3x6 =
1 9
Truss Type Qtv Ply RYAN HOMES / SANTA ROSA
Floor 6 1
A0205769
Job Reference (optional _--_ - -^. _- __.__----___---
iss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fr Dec 29 13.56:53 2017 Page 1
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E110
Dead Load Defl. = 118 in
1.5x4 11 1 5x4 It
1.5x4 11 3x4 = 3x4 = 3x6 FP=. 3x6 =_= 3x6 =_
1 4 5 6 7 8 9
0
19 619
0
3x4 =. 3x8 MT20HS FP== 1.5x4 11 1.5x4 11 3.6 = 3x8
3x8 --
1
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81
TCDL 10.0 Lumber DOL 1.00 BC 0.83
BCLL 0.0 Rep Stress Incr YES WB 0.64
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S)
WEBS 2x4 SP No 3(flat) Standard
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 = 980/0-3-8 (min. 0-1-8)
16 = 992/0-7-4 (min.0-1-8)
Max Grav
10 - 980(LC 1)
16 = 992(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3061/0, 3-4=-3061/0, 4-5=-3668/0,
5-6=-3108/0, 6-7=-3108/0, 7-8=-3108/0
BOT CHORD
15-16=0/1837, 14-15=0/3668,
13-14=0/3668, 12-13=0/3668,
11-12=0/3668,10-11=0/1908
WEBS
8-10=-2081/0, 2-16=-2031/0, 8-11=0/1326,
2-15=0/1352, 7-11=-300/9, 3-15=-296/12,
5-11=-911/0, 4-15=-947/0
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
6) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
I:a1--12 Edgej, t17:o-1-s 0-0-121_
DEFL, in (loc) I/deft L/d
Vert(LL) -0.3211-12 >685 360
Vert(CT)-0.4111-12 >528 240
Horz(CT) 0.06 10 n/a n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 92 lb FT = 0%RF, 0%E
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I We ty IY RYAN HOMES / SANTA ROSA
WRCSRAM[FLO3 ROOF TRUSS A020577
Job Rstarsnce optional -AlRwI Trusses, Fort Pierce, _ FL 34946, design@altruss.com Run 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 29 13:56:53 2017 Page 1 ID:
fXMofrk4aVb?Z7FFUeY3_.NdzegNj-09Ck?V--OgYlFyr5TZa?m81NzEQ19QIOXvBQ?3Jy45k8 0-
1-8 1-
3-0 0 1,8 15x4
11 30 1.5x4 IF, U3
1
2 3 4 3.
6 = 3x6 - LOADING (
psf) SPACING- 2-0-0 TCL1. _
40.0 Plate Grip DOL 1.00 TCDL 10.
0 Lumber DOL 1.00 BCLL 0.
0 Rep Stress Incr NO BCDL 5.
0 Code FBC20171TP12014 LUMBER - TOP
CHORD
2x4 SP No.2(flat) BOT CHORD
2x4 SP No.2(flat) WEBS 2x4
SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 5-6-5 oc purlins, except
end verticals, BOTCHORD Rigid
ceiling
directly applied or 10-0-0 oc; bracing. REACTIONS. (lb/
size) 8 593/
0-7-4 (min. 0-1-8) 5 = 593/
0-3-1 (min. 0-1-8) Max Grav
8 593(
LC 1) 5 = 593(
LC 1) FORCES. (lb)
Max. Comp,/
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
599/114 BOTCHORD 7-
8=-
114/599,6-7=-I 14/599, 5-6=-1141599
WEBS 3-5=-776/
150,
2-8=-776/150 NOTES- (6) 1) Wind:
ASCE 7-
10, Vult= 1 50mph (3-second gust) Vasd=116mph;TCDL=6.
Opsf;BCDL=3.OpsfI h=15ft; Cat. 11; Exp C,
Encl., GCpi=O, 18; MWFRS (envelope) and C-C Exterior(
2) zone; porch 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 ponding, 3) Plates checked for
a plus or minus 0 degree rotation about its center. 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.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. 5-6-5 070--
i2l CS1. DEFL.
in loc)
I/clefl L/d PLATES GRIP TC 0.55 Vert(
LL) 0.02 6-7 999 240 MT20 2"1190 BC 021 Vert(CT)
0.01 6-7 999 2411 WB 018 Horz(CT)
0.01 5 n/a n/a Matrix-S Weight: 30
lb FT = O%F, O%E 6) WARNING - Please thoroughly
review the "A-1 ROOF TRUSSES (-SELLER), GENERAL
TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT"
form. LOAD CASE(
S) Standard
1) Dead + Roof
Live (
balanced): Lumber lncrease=1.00 Plate Increase= 1 .00
Uniform Loads (plf) Vert:
5-8=-10.
1-4=-220 Anthony T. P.E.
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St, Lucie 81A Oli"fqhi '
2016 k I I.
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rWRoTrussCSRAMFL05
Al Root Tnasses, Fort Pierce,__ _-- FL_
0-1-8
3x8
ROOF TRUSS
truss com
Ply ! RYAN
15 1_Jot
n: 8.120 s Nov 12 2017 Print: 8.120 s Nov 1
3x4 --=
3x4 -= 3x6 FP = 3x6 =
SANTA ROSA
A0205771
1-3-0 2-5 8 1-3-0 0- -8
Read Load Deft. = 3116 in
3x6 = 3x3 =
1
3x3 _ 3x3111
3 14
4
3x6 = 3x8 =-
3x8 MT20HS FP--
3x4 = 3x8 == 3x6 FP= 3x10 3x6 ==
1 50 SP-
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0,83 Vert(LL) -0.51 23-25 >480 360
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.73 23-25 >338 240
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.08 16 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Wind(LL) 0.29 23-25 >857 240
LUMBER -
TOP CHORD 2x4 SP M 30(flat) `Except*
T2: 2x4 SP No.2(flat) WEBS
BOT CHORD 2x4 SP M 30(flat) "Except" 2-26=-22731965, 9-19=-2443/1055,
B2:2x4 SP M 31(flat) 2-25=-610/1583,9-21=-675/1684,
WEBS 2x4 SP No.3(flat) 4-25=-861/391, 6-21=-1288/553,
BRACING- 11-19=-733/582
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc NOTES- (10)
purlins, except end verticals. 1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
BOT CHORD Vasd=116mph; TCDL=6.0psf; BCDL=3,0psf; h=15ft;
Rigid ceiling directly applied or 10-0-0 oc bracing, Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
Except: and C-C Exterior(2) zone; cantilever right exposed ;
2-2-0 oc bracing: 23-25. porch right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1,60 plate
REACTIONS. (lb/size) grip DOL=1.60
26 = 1090/0-7-4 (min. 0-1-8) 2) Provide adequate drainage to prevent water
16 - 217/0-3-0 (min.0-1-8) ponding.
19 - 1603/0-3-8 (min. 0-1-8) 3) All plates are MT20 plates unless otherwise
Max Uplift indicated.
26 =-251(LC 12) 4) All plates are 1.5x4 MT20 unless otherwise
16 --141(LC 9) indicated.
19 - 457(LC 9) 5) Plates checked for a plus or minus 0 degree
Max Grav rotation about its center.
26 - 1090(LC 1) 6) This truss has been designed for a 10.0 psf bottom
16 - 217(LC 1) chord live load nonconcurrent with any other live
19 - 1603(LC 1) loads-
7) ' This truss has been designed for a live load of
FORCES. (lb) 20.Qpsf on the bottom chord in all areas where a
Max. Comp./Max. Ten. - All forces 250 (lb) or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the
when shown. bottom chord and any other members.
TOP CHORD 8) Provide mechanical connection (by others) of truss
2-3=-3488/1425, 3.4=-3488/1425, to bearing plate capable of withstanding 100 lb uplift at
4-5=4340/1787, 5-6=-4340/1787, joint(s) except Qt=lb) 26=251, 16=141, 19=457.
6-7=-3170/1284, 7-8=-3170/1284, 9) CAUTION, Do not erect truss backwards.
8-9=-3170/1284, 9-10=-287/577, 10) WARNING - Please thoroughly review the "A-1
10-11=-285/574 ROOF TRUSSES ("SELLER), GENERAL TERMS
BOT CHORD 8 CONDITIONS CUSTOMER ("BUYER")
25-26=-873/2056, 24-25=-1778/4267, ACKNOWLEDGEMENT" form.
23-24=-1778/4267, 22-23=-1787/4340,
21-22=-1787/4340, 20-21=-673/1647, LOAD CASE(S)
19-20=-673/1647 Standard
WEBS
2-26=-2273/965, 9-19=-2443/1055,
2-25=-610/1583, 9-2 1 =-675/1684,
4-25=-861/391, 6-21 =-1 288/553,
11-19=-733/582
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 134 lb FT = 0%F, 0%E
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aty - __ P-1Y
j_IRYAW
THfdkBS i Skl[z JobrfAijsAWR-
C-S- Truss
A0205772
Jab
Reference o Ganal Kl (;
of Trusses, Fort Pierce, FL 34946, design@aItruss.com Rut): 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:55 2017 Page 1 10:
fXMofrMaVb?Z7FFUeY3,_NdzegNi-LYKUQBOeC9?zC8Fsti_1 EDSSC6Ea3tj4oqNVv58By45k6 0-
1-8 H
1---2-0-0 -1 F--- 0-A-8 Dead
Load Deft. = 3/16 in MSH422
3x4 4x12
4 3x6 3Y6 FP= 4x10 U3 11 U3 3x3 2
W3
3 1L
5
6 7 8 9 10 11 12 13 1415 12-
o
IP1. 0
0 30
29 28 27 26 25 24 23 22 21 20 19 18 1716 4x8 =
3x8 MT20HS FP= 5x8 = 3x6 II 3x6 11 5X10'= 3x6 FP- 4XI0 3x6 5X8 =
1
1
LOADING (
pso SPACING- 2%O CSL DEFL. in (loc) Ildefi Ud TCLL
40.0 Plate Grip DOL 0 TC 0.97 Vert(LL) 0.50 25-26 495 360 TCDL
too Lumber DOL 1.00 BC 0.82 Vert(CT) 0,69 25-26 359 240 BCLL
0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.08 20 n/a n/a BCDL
5.0 Code FBC2017/TP12014 Matrix-S LUMBER -
TOP
CHORD 2x4 SP M 30(flat) *Except* T1.
2x4 SP M 31 (flat) WEBS BOT
CHORD 2x4 SP M 31 (flat) *Except* 2-30=-3715/0, 10-20=-3020/0, 81:
2x4 SP M 30(flat) 2-28=0/2968,10-23=0/2488, B4:
2x4 SP No.2(flat) 4-28=-1447/0, 7-23=-2405/0, WEBS
2x4 SP No,3(flat) *Except* 4-26=-359/317, 5-26=-309/0, 7-24=01675, W3,
W6:2x4 SP No.2(flat) 13-17=-149/422, 12-20=-890/0, BRACING-
6-26=0/1388, 6-25=-722/0 TOP
CHORD Structural
wood sheathing directly applied, except end NOTES- (11) verticals.
1) Unbalanced floor live loads have been considered BOT
CHORD for this design. Rigid
ceiling directly applied or 10-0-0 oc bracing, 2) All plates are MT20 plates unless otherwise Except:
indicated, 6-
0-0 oc bracing: 19-20,18-19,17-18. 3) All plates are 1,5x4 MT20 unless otherwise indicated.
REACTIONS, (
lb/size) 4) Plates checked for a plus or minus 0 degree 30
1692/0-7-4 (min, 0-1-8) rotation about its center. 20 =
1900/0-3-8 (min, 0-1-8) 5) Provide mechanical connection (by others) of truss 17
167/0-3-0 (min. 0-1-8) to bearing plate capable of withstanding 100 lb uplift at Max
Uplift joint(s) 17. 17 = -
48(LC 5) 6) Recommend 2x6 strongbacks, on edge, spaced at Max
Grav 10-0-0 oc and fastened to each truss with 3-10d 30 =
1696(LC 14) 0.131" X 3") nails. Strongbacks to be attached to 20 =
1903(LC 13) walls at their outer ends or restrained by other means. 17
263(LC 4) 7) CAUTION, Do not erect truss backwards. 8)
Use USP MSH422 (With I Od nails into Girder & I Od FORCES, (
lb) nails into Truss) or equivalent at 5-11-4 from the left Max,
Comp./Max. Ten. - All forces 250 (lb) or less except end to connect truss(es) FL07G (1 ply 2x4 SP) to front when
shown. face of top chord. TOP
CHORD 9) Fill all nail holes where hanger is in contact with 2-
3=-6044/0, 3-4=-6059/0, 4-5=-7220/0, lumber. 5-
6=-7220/0, 6-7=-6347/0, 7-8=-4261/0, 10) In the LOAD CASE(S) section, loads applied to the 8-
9=-4261/0, 9-10=-4261/0, 10-11=0/852, face of the truss are noted as front (F) or back (B), 11-
12=0/852, 12-13=-114/323 11) WARNING - Please thoroughly review the "A-1 BOT
CHORD ROOF TRUSSES (-SELLER), GENERAL TERMS 29-
30=0/3364, 28-29=0/3343, CONDITIONS CUSTOMER (-BUYER-) 27-
28=0/6931, 26-27=016931, ACKNOWLEDGEMENT" form. 25-
26=016347, 24-25=0/6347, 23-
24=0/6347, 22-23=0/1988, LOAD CASE(S) 21-
22=0/1999, 20-21=0/1999, Standard 19-
20=-323/114, 18-19=-323/114, 1) Dead + Floor Live (balanced): Lumber 17-
18=-323/114 Increase=1.00, Plate Increase=1.00 WEBS
Uniform Loads (plf) 2-
30=-3715/0, 10-20=-3020/0, Vert: 16-30=-10, 1-15=-100 2-
28=0/2968, 10-23=012488,4-28=-1447/0, Concentrated Loads (lb) Vert:
4=-849(F) 264A
PLATES
GRIP MT20
244/190 MT20HS
187/143 Weight:
163 lb FT = O%F, O%E zt ..' *
A'
111 f! fo"v'_kd- W Amhony
T, Tombo 111, P.E. t
80083 4451
St _,,oe Blvd O.
W" I
ort FL 34046 ofyoliki
2014 A I 1a01 I !& A.40.1 F. 100h 10 P.E. ROP1.4wip d W, dwmw -ity I'm h yrah3bitet wilhounhn .1".0 pHmissiea fros 4 1 baf lw'!tAmboy 1, Imbo M P I
b
WRCSRAM
7ki-4R0offr—uss,
FL07G (Floor Girder
M
5
Plate _Offsets_(X - 1,.Eq -0 21yj _j _j_
Qty Ply IRYAN HOMES I SANTA ROSA
11
A02057731
com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. F
ID:fXMofrMaVb?Z7FFUeY3 jNjNdze< -LYKUQBOeC9?zC8Fsh I
3x4 = 3x4 =
3-8-0
3-8-0
LOADING(psf) SPACING- 2;0 0 CS'. DEFL. in loc) I/ i:l Ud PLATES GRIP
TCLI _ 40.0 Plate Grip DOL o TC 0.72 Vert(LL) 0.00 5 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.48 Vert(CT) 0.03 4-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(CT) 0.01 4 n/a n/a
SCOL 5.0 Code FBC2017ITP12014 Matrix-P Weight: 19 lb FT = O%F, O%E
LUMBER -
TOP CHORD 20 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2X4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 949/0-3-8 (min.0-1-8)
5 949/Mechanical
Max Grav
4 = 949(LC 1)
5 = 949(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
BOT CHORD
4-5=011278
WEBS
2-4=-1453/0, 2-5=-1453/0
NOTES- (5)
1) Plates checked for a plus or minus 0 degree rotation
about its center,
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbar-ks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od (0, 13 1"
X 3") nails, Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
5) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1,00
Uniform Loads (pI0
Veru 4-5=-10, 1-3=-350(F=-250)
Concentrated Loads (lb)
Standard
Vert: 2=-623
A" %,, *-I*,-
114* WIy T"-V) I", P E 0 ;
z 8083 4451
St ,wip Blvd CO
pvwe, r L zi bity.shl C 1616 A I tw I"m Affih.y 1 1-6Ili. P't, hp..d,1t- e lhis d.—M, in ..y 141V s Fk+ftil -44.1 the -11t, po.,,., im. A I It"t I'm koh." I I'M4, III PE 11
WRCSRAM FL08 Floor
Ai Roof Trusses, Fort Pierce, -FL 34946, designQa1truss.com
0-4-0
5x6 =
1 2 3
11
3x4 --
4
ipe Oty Ply RYAN HQMES / SANTA RASA
1 1 A0205774
ob Reference o tional__ __ e _e_
W
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Inc. Fr Dec 29 13:56:56 2Qi7 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-pktteX1 HzT7gplg2FiYTmg?TSewUdafzc8ffgdy45k5
1-3-0 0- -8
0f-)12
3.3 = 3x4 = 3x6 FP= 3x6 -= 3x4 = 3x3 -- 30 II
5 6 7 R 4 sn 00 ,o
1-7
3x6 = 3x6 3x4 =34 FP 3x8 =: 3x6 --
20-11-0
V- 13-4-6 ------------------_---------.___.--f------__-__—_ 2_-------_.------ 20 12
4- 13-4-8 6-9-46-9-4 n=n i
LOADING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TOOL 10.0 Lumber DOL 1.00
BCLL 0,0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat) 'Except`
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat) 'Except'
62: 2x4 SP No,2(flat)
WEBS 2x4 SP No.3(flat)
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,
REACTIONS. (lb/size)
1 - 700/0-3-8 (min. 0-1-8)
16 = 33610-3-0 (min, 0-1-8)
19 = 1220/0-4-15 (min.0-1-8)
Max Grav
1 = 723(LC 5)
16 - 345(LC 4)
19 - 1224(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-747/0, 2-3=-745/0, 3-4=-745/0,
4-5=-2023/0, 5-6=-2023/0, 6-7=-1768/0,
7-8=-1768/0, 8-9=0/423, 9-10=0/423,
10-11=0/423, 11-12=-322/0
BOTCHORD
23-24=0/1667, 22-23=0/1768,
21-22=0/1768, 20-21=0/1215,
19-20=0/1215, 18-19=0/322, 17-18=0/322,
16-17=01322
WEBS
10-19=-311/0, 1-24=0/989, 4-24=-1020/0,
4-23=0/393, 5-23=-412/0, 8-19=-1516/0,
8-21=0/893, 7-21=-441/0, 12-16=-420/0,
11-19=-730/0, 6-22=-315/0, 6-23=0/667
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center-
dgej
CSI. DEFL. in (loc) I/deft L!d PLATES GRIP
TC 0.64 Vert(LL) -0.17 22-23 >954 360 MT20 244/190
BC 0.75 Vert(CT) -0.23 22-23 >714 240
WB 0.47 Horz(CT) -0.02 19 n/a n!a
Matrix-S Weight: 108 lb FT = O%F, 0%E
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0,131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
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f 2, 1 L )dydti
Job
WRCSRAM
Al Roof Trusses,
FL09G
Pierce,
8
Floor Girder
1 truss.com
1 1 1
A0205775
r 8.120 s Nov 12 2011 Print: 8. WO s Nov 12 201 / Mtl ek Indusi
ID:fXMofrMaVb?Z7F FUeY3_NdzegNi-pktteX 1
3x3 -- 0-5-4
r II
3x3 = 30 ___
LOADING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1,00
BCLL 0.0 Rep Stress Incr NO
BCOL 5.0 Code FBC2017/rP12014
LUMBER -
TOP CHORD 20 SP M 31(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flaq
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5A oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 - 1094/0-5-0 (min. 0-1-8)
5 = 798/Mechanical
Max Grav
8 = 1094(LC 1)
5 - 798(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-565/0, 2-3=-791 /0
BOT CHORD
7-8=01791, 6-7=0/791, 5.6=0/791
WEBS
2-8=-958/0, 3-5=-958/0
NOTES- (5)
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (pif)
CSI. DEFL, in loc) I/defl Ud PLATES GRIP
TC 0.51 Vert(LL) 0.01 6 999 360 MT20 244/190
BC 0.19 Vert(CT) 0.01 5-6 999 240
WB 0,22 Horz(CT) 0.00 5 n/a n/a
Matrix-S Weight: 19 lb FT = 0%F, 0%E
Standard
Vert: 5-8=-10, 14=-100
Concentrated Loads (lb)
Vert:9=-779 10=-749
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1
Job truss Truss Type
rditPly RYAN HQMEStSANTA ROSAWRCSRAMFL11GEGABLE1
A0205776
Al-Roof Trusses, Fort Pierce, FL 34946, design[ia)a1 Wss.com Run: $.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:57 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-HWRFrtIvknFhRSPEQP31JtXnlcl RHM8m7goOCC4y45k4
0 f8 0. ir8
3x3 =
1 2 3 4 5 6 7 8 9 10 11 12 13
ay.1
c H Li , STI STi STi ST1 ST1 W2 STi STi ST1 STi STt STi `-r t.t
i
m
26 25 24 23 22 21 20 19 18 17 16 15 14
3x3
1-4-0I -
2-8-0 4-0-0 5-4-0f-1-4-0 f - f- - f-- f1-4_0 1.4_ 1-4-0 1 A-0
Plate Ottsets_V YZ I1.Edge 0 0-14127 0-1-8 0 p 12j j29 0 1
LOADING(psf) SPACING- 2-0-0 CSL
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08
TCDL 10.0 Lumber DOL 1.00 BC 0,01
BCLL 0.0 Rep Stress Incr YES WB 0.03
BCDL 5.0 Code FBC20171TP12014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(Flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(Flat)
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS.
All bearings 15-11-0. lb) -
Max Grav All
reactions 250 lb or less at joint(s) 26,
14, 25, 24, 23, 22, 21, 20, 19, 18, 17,
16, 15 FORCES. (
ib) Max.
Camp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES- (
7) 1)
All plates are 1.5x4 MT20 unless otherwise indicated. 2)
Plates checked for a plus or minus 0 degree rotation about
its center_ 3)
Gable requires continuous bottom chord bearing. 4)
Truss to be fully sheathed from one face or securely braced
against lateral movement (i.e. diagonal web). 5)
Gable studs spaced at 1-4-0 oc. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3-10d (0.131" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 7)
WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("
SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
DEFL.
in (lac) 1/defl Ud Vert(
LL) n/a n/a 999 Vert(
CT) n/a - n/a 999 Horz(
CT) -0.00 21 n/a n/a 15-
11-0 PLATES
GRIP MT20
244/190 Weight:
72 lb FT = 0%F, 0%E fiemty.
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I [amko III. P-I, ttfodwl "0 tW d.—",.. p o$d'd . Aeoi 4 1 601m Who, I- bxAe III P-t-
FL12 FLOOR
e. FL 34946. desion0altruss.com
0-1-8
H F____- 2-6-0 --------
O14
33
1.5x4 II
15x4 - 3x6 = 1.5x4 11
Qty Plv RYAN HOMES / SANTA ROSA
1
A0205777
Job Reference o tional
en -i e -
c-2 5 - -- --__ s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mifiek Industries, Inc. Fri pec 29 11 %,57 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-HwRFrt1 vknFhRSPEoP3iJtXdB 1 EaM?D7goOCC4y45k4 2-
5 0 0110 Dead
Load Deft. = 1/8 in 1.
5x4 II 3x4 _
3x3 11 3x6 =- 1.5x4-= 3x4 :=
3x6 = 1.5x4 11 3z6 == LOADING(
psf) SPACING- 2-0-0 TCLL
40.0 Plate Grip DOL 1.00 TCDL
10.0 Lumber DOL 1.00 BCLL
0.0 Rep Stress Incr YES BCDL
5.0 Code FBC2017ITP12014 LUMBER -
TOP
CHORD 2x4 SP M 30(flat) BOT
CHORD 2x4 SP M 30(flat) WEBS
2x4 SP No.3(flal) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 8 =
852/0-3-8 (min.0-1-8) 12 -
858/0-7-4 (min. 0-1-8) Max
Grav 8 =
852(LC 1) 12 =
858(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-2529/0, 3-4=-2529/0, 4-5=-2655/0, 5-
6=-2655/0 BOT
CHORD 11-
12=0/1555, 10-11=0/2655, 9-10=0/2655, 8-
9=0/ 1588 WEBS
6-
8=-174210, 2-12=-1719/0, 6-9=0/1215, 2-11=
0/1076, 5-9=-371/0, 3-11=-340/0, 4-11=-
532/146 NOTES- (5)
1) Unbalanced
floor live loads have been considered for this design.
2) Plates
checked for a plus or minus 0 degree rotation about its
center. 3) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d (0.131" X 3")
nails. Strongbacks to be attached to walls at their outer ends
or restrained by other means. 4) CAUTION,
Do not erect truss backwards. 5) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER),
GENERAL TERMS 3 CONDITIONS CUSTOMER ("
BUYER") ACKNOWLEDGEMENT" form.
CSI. DEFL.
in (loc) I/deft L/d PLATES GRIP TC 0.
68 Vert(LL) 0.3510-11 533 360 MT20 2441190 BC 0.
89 Vert(CT) 0.4410-11 426 240 WB 0.
58 Horz(CT) 0.04 8 n/a n/a Matrix-S
Weight: 79 lb FT = 0%F, 0%E LOAD CASE(
S) Standard rmr,
gnm
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b truss Truss Type aty Fly RYAN HOMES ii SANTA RASA
RCSRAM FL13 FLOQR 2 1
A0205778
Jab Reference (optwnalL
1 Roof Trusses, Fart Pierce, FL 34946, design(cDa1truss.cam Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13 56:58 2017 Page 1
I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-17?d3C2X V4NY3c-RM7bxr54oARb55TjG3S8mlWy45k3
0-1-8
2-6-0 2-4-0 1-3-0 1-3-0
Dead Load Deft. = 1/16 in
3x6 = 1.5x4 11 3x4 == 1.Sx4 11 3x4 -= 1.5x4 II Sx6 _
2 3 4 5 6 7 8 9
3x4 = 3x6 --- 1.5x4 11 3x4 = 4x6 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) `Except`
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
15 = 847/0-6-14 (min.0-1-8)
9 = 847/0-3-8 (min.0-1-8)
Max Grav
15 - 847(LC 1)
9 - 847(LC 1)
FORCES. (lb)
Max. Comp./Max, Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2479/0, 3-4=-2479/0, 4-5=-2587/0,
5-6=-2587/0, 6-7=-890/0, 7-8=-890/0.
8-9=-892/0
BOT CHORD
14-15=0/1530, 13-14=0/2587,
12-13=0/2587, 11-12=012069 WEBS 2-
15=-
1692/0, 2-14=0/1049, 3-14=-335/0, 4-14=-
484/140, 9-11=0/1182, 6-11=-
1303/0, 6-12=0/859, 5-12=-433/0 NOTES- (6)
1) Unbalanced
floor live loads have been considered for this design.
2) Plates
checked for a plus or minus 0 degree rotation about its
center. 3) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d (0.131" X 3")
nails. Strongbacks to be attached to walls at their outer ends
or restrained by other means. 4) Gap
between inside of top chord bearing and first diagonal or
vertical web shall not exceed 0.500in. 5) CAUTION,
Do not erect truss backwards. CSI. DEFL.
in (loc) I/defl L/d TC 0.
67 Vert(LL) 0.2913-14 643 360 BC 0.
80 Vert(CT) 0.3713-14 497 240 WB 0,
56 Horz(CT) 0.03 9 n/a n/a Matrix-S
6) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES ("
SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("
BUYER") ACKNOWLEDGEMENT" form.
LOAD CASE(
S) Standard 15-
1
PLATES GRIP
MT20 244/
190 I Weight:
78
lb FT = O%F, 0%E rcery Sinte
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Job Truss
WRCSRAM FL15G
At Roof Trusses, Fort Pierce, FL 34
0-1-$
i.5x4 11
1.5x4 _ 3x8 =
0
1 2
u
22 ----"--:
w—
d2t
a -et
3x6 =
Truss Type QfY RIY RYAN HQMES (SANTA RASA
Floor 1 1
A0205779
Job Reference optional____
11russ.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:56:58 2017 Page 1
ID:fXMofrMaVb?Z7FF UeY3-_NdzegNl-17?d3C2XV 4NY3c_RM7bxr541JRZk5NbG3S8mlWy45k3
1 5x4 11
3
19 18
5x8 =
2-2.8 i-3-0 0-1-8
Dead Load Defl. = 118 in
3x4 = MSH422 1_5x4 II
3x6 FP-- 1.5x4 II 3x6 = 1.5x4I 11 400 = 1.5x4 -=
4 5 6 7 8 t 9 10
p
23
217
a
0
17 16 15 14 13 12
3x6 II 4x6 11 3x8 MT20HS FP 7x6 II
3x6 11
1 ra_4.A 1 z-11-a
10-4-0 2-7.8
Plate Offsets (X,Y)- [1:Edge,0-0-12j,[2:0-3-8,Edgej,[5:0-1-8,Edgej,18:0-4-12,Edge],[11:Edge,0-1-81,[13:0-3-0,Edgej,[16:0-:
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d
TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.38 14-16 >602 360
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0,53 14-16 >434 240
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 11 n/a n/a
BCDL 5.0 Code FBC2017(TPI2014 Matrix-S
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except" 4) Recommend 2x6 strongbacks, on edge, spaced at
Tt: 2x4 SP No.2(flat) 10-0-0 oc and fastened to each truss with 3-10d
BOT CHORD 2x4 SP M 30(flat) 0.131" X 3") nails. Strongbacks to be attached to
WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING- 5) CAUTION, Do not erect truss backwards.
TOP CHORD 6) Use USP MSH422 (With 10d nails into Girder & 10d
Structural wood sheathing directly applied, except end nails into Truss) or equivalent at 15-9-12 from the left
verticals. end to connect truss(es) FL09G (1 ply 2x4 SP) to backBOTCHORDfaceoftopchord.
Rigid ceiling directly applied or 10-0-0 oc bracing. 7) Fill all nail holes where hanger is in contact with
REACTIONS. (lb/size)
lumber.
8} In the LOAD CASE(S) section, loads applied to the
1 - 1609/0-3-8 (min. 0-1-8) 111 face of the truss are noted as front (F) or back (B).
120/0--(min. 0-1-8) 9) WARNING - Please thoroughly review the "A-1
Max GravM ROOF TRUSSES ("SELLER), GENERAL TERMS &
11 - 1609(LC 1) CONDITIONS CUSTOMER ("BUYER")
1202(LC 1) ACKNOWLEDGEMENT" form.
FORCES. (lb) LOAD CASE(S)
Max. Camp./Max. Ten. - All forces 250 (lb) or less except Standard
when shown. 1) Dead + Floor Live (balanced): Lumber
TOP CHORD Increase=1.00, Plate Increase=1.00
2-3=-4041/0, 3-4=4041/0, 4-5=-4041/0, Uniform Loads (plf) 5-6=-5468/0, 6-7=-5468/0, 7-8=-4674/0, Vert: 11-20=-10, 1-10=-100
8-9=-4674/0 Concentrated Loads (lb)
BOT CHORD Vert: 8=-698(B)
19-20=012290, 18-19=0/2274,
17-18=015468, 16-17=0/5468,
15-16=0/5690, 14-15=015690,
13-14=0/5690, 12-13=0/3093,
11-12=0/3115
WEBS
9-11=-3449/0, 2-20=-2532/0, 9-13=0/2004,
2-18=0/1918, 8-13=-858/0, 7-13=-1108/0,
5-18=-1741/0, 7-16=-733/166,
5-17=0/463, 7-14=0/296
NOTES- (9)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4x8 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 117 Ib FT = 0 % F, O E
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SANTA ROSA
WRCSRAM FL16
Al Roof Trusses, Fort Pierce, FL
0-1-8
I1l--- ?-6-0 _.--t
3x6 ==
1 2
Floor 2 1
1tmss.com Run 8 120 s Nov 12 2017 Print: 8,120 s l
ID:fX MofrMaVb?Z7FFUe
1 F--1-31 ___l
3x4 -
3x4 = 3x6 FP==
3 4 S A 7 x
A02057801
mall J
lustries, Inc- Fri Dec 29 13:56:59 2017 Page 1
39GO WPgmZdwg6AOlcy6rvegtbPl6tJHyy45k2
0-111-8
Dead Load Dell. = 118 in
3x6 = 3x8 = 3x3 - 3x8 = 3x6 FP= 3x6 =
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOTCHORD 2x4 SP M 30(flat) *Except*
82: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1054/0-3-8 (min.0-1-8)
17 = 106010-7-4 (min.0-1-8)
Max Grav
11 = 1054(LC 1)
17 - 1060(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3335/0, 3-4=-3335/0, 4-5=-4159/0,
5-6=-4159/0, 6-7=-3380/0, 7-8=-3380/0,
8-9=-3380/0
BOTCHORD
16-17=011980, 15-16=0/4159,
14-15=0/4159, 13-14=0/4072,
12-13=0/2023, 11-12=0/2023
WEBS
9-11=-2221/0, 2-17=-2189/0, 9-13=0/1500,
2-16=0/1498, 3-16=-291/43, 6-13=-765/0,
4-16=-1154/0, 6-14=-228/548,
5-14=-282/71
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are 1.5x4 MT20 unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
19-7-0
19-7-0
1-8 Edgejl9.0-2_12.Edgej L18:0.1-8,0 0-12j j20Q-1-8,0-0_12j
CSI. DEFL, in (loc) I/deft L/d
TC 0.72 Vert(LL)-0.4113-14 >563 360
BC 0.91 Vert(CT)-0.5513-14 >421 240
WB 0.71 Horz(CT) 0.08 11 n/a n/a
Matrix-S
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS 8
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 0%F, O%E
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rert P+erce, Fr 34946
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rWRJobCSRAM FL17
Al Roof Trusses, Fort Pierce, FL
0-1-8
sue ---1
1,50 II
1.5x4 = 3x6
1 2
Truss Type Qty Ply RYAN HOti
Floor 2 1
Job Reference
design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITI
1 D: fXMofrMa V b?Z7 F F UeY3_N dzeg Nj-DJ<
2.0-12 1-3-0
3x4
1.5x4 II 3x4 -= 1.5x4 11 3x6 FP= 1.5x4 11
3 4 5 6 7 8
A020578
9 2017~ Pane 1
Dead Load Defl. = 118 in
U3 II
10
3x6 = 3x8 = 3x8 MT20HS FP-- 30 = 3x8 =- 3x6
1.5x4 II
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017lTP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except`
T2: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1045/Mechanical
17 - 1045/0-7-4 (min. 0-1-8)
Max Grav
11 = 1045(LC 1)
17 - 1045(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-3275/0, 3.4=-3275/0, 4-5=-4049/0,
5-6=-4049/0, 6-7=-3314/0, 7-8=-3314/0,
8-9=-3314/0
BOTCHORD
16-17=0/1949, 15-16=0/4049,
14-15=0/4049,13-14=0/4049,
12-13=0/3979, 11-12=0/1992
WEBS
9-1 1=-2193/0,2-17=-2154/0, 9-12=0/1461,
2-16=0/1467, 3-16=-291/30, 6-12=-736/0,
4-16=-1086/0, 6-13=-241/510,
5-13=-256/83
NOTES- (7)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Refer to girder(s) for truss to truss connections.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
19-3-12
CSI. DEFL. in (loc) I/deft L/d
TC 0.66 Vert(LL) -0.3612-13 >636 360
BC 0.85 Vert(CT)-0.4912-13 >468 240
WB 0.70 Horz(CT) 0.07 11 n/a n/a
Matrix-S
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 96 lb FT = 0%F, 0%E
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RAM FL19 Floor 2 1 AO2O5782
Job ReferenceAcoptionalL .._..___.-----
Trusses, Fort Pierce, FL 34946, design a7altruss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec---- 29---- 13:57:00__----- 2017--____ Pag.__e 1
ID:fX MofrMaVb?Z7FFUeY3_NdzegN)-hV7NTu4n 1 ieGlv7pUYdPwW98 W FGIZLVZW mdsppy45k 1
2-6-0 2-0-0 2-1-2 1-3-0
Dead Load Defi. = 118 in
3x3 =
3x6 = 1.Sx4 II 3x6 FP.- 1.5x4 II 3x4 = 1.5x4 II 3x6 = 3x3 II
2 3 4 5 6 7 8 4 1n
16 15 14 13 12 11
3x6 -= i.5x4 II 3x3 3x6 MT20HS FP= 3x8 == 34
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) 'Except*
Tt: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purfins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
17 - 1023/Mechanical
11 = 1023/Mechanical
Max Grav
17 - 1023(LC 1)
11 - 1023(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3188/0, 3-4=-3188/0, 4-5=-3188/0,
5-6=-3859/0, 6-7=-3859/0, 7-8=-3221/0,
8-9=-3221 /0
BOTCHORD
16-17=0/1944, 15-16=0/3859,
14-15=0/3859, 13-14=0/3830,
12-13=0/3830,11-12=0/1945
WEBS
9-11=-2141/0, 2-17=-2140/0, 9-12=0/1411.
2.16=0/1376, 3-16=-252/58, 7-12=-673/0,
5-16=-1005/0, 7-14=-263/458
NOTES- (6)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Refer to girder(s) for truss to truss connections.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TC 0.67 Vert(LL) 0.3512-14 639 360 MT20 244/190
BC 0.86 Vert(CT) 0.4812-14 469 240 MT20HS 187/143
WB 0.67 Horz(CT) 0.07 11 n/a n/a
Matrix-S Weight: 95 lb FT = 0%F, 0%E
6) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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R-xE Ptp2P, rL 1946
Job truss Truss Type ]ty Ply
JRYAN
HOMES / SANTA
WRCSRAM FL20--_. _- --- FLOOR __-----_-- _-
W--- 6--- 1
Jab Refe_rence_(optipnalj_ ___
Al Roof Trusses, Fort Pierce, FL 34946, design(a)a1truss. com Run: 8.120 s Nov 12 2017 Prink 8.120 s Nov 12 2017 MiTek Industries, Inc. ID:
fXMofrMa V b?Z7FFUeY3_NdzegNi-hV7NTu4n 1 ieG Iv7pU1 2-
6-0 2-0 9
Y3x6 =
1.5x4 11 3x3 =; 2
3 4 1_
5x4 II 3x4 -- 5
6 15
14 13 12 11 34
34 == 1.5x4 11 30 =- 3x6 == 14-
11 14-
11 LOADING (
psf) SPACING 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL
40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.24 13-14 >744 360 TCDL
10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.31 13-14 >577 240 BCLL
0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.03 9 n/a n/a BCDL
5.0 Code FBC2017(TP12014 Matnx-S LUMBER -
TOP
CHORD 2x4 SP No.2(flat) 7) WARNING - Please thoroughly review the "A-1 BOT
CHORD 2x4 SP M 30(flat) ROOF TRUSSES ("SELLER), GENERAL TERMS &r WEBS
2x4 SP No.3(flat) CONDITIONS CUSTOMER ("BUYER") BRACING-
ACKNOWLEDGEMENT" form. TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc LOAD CASE(S) purlins,
except end verticals. Standard BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 15 =
815/Mechanical 9 =
815/0.3-0 (min.0-1-8) Max
Grav 15 =
815(LC 1) 9 =
815(LC 1) FORCES. (
Ih) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-233610, 3-4=-2336/0, 4-5=-2406/0, 5-
6=-2406/0, 6-7=-853/0, 7-8=-853/0, 8-
9=-855/0 BOT
CHORD 14-
15=011 495, 13-14=0/2406, 12-
13=0/2406, 11-12=0/1 966 WEBS
2-
15=-1646/0, 2-14=0/930, 3-14=-295/0, 4-
14=-423/163, 9-11 =011 133, 6-
11=-1230/0, 6-12=0/747, 5-12=-362/0 NOTES- (
7) 1)
Unbalanced floor live loads have been considered for this
design. 2)
Plates checked for a plus or minus 0 degree rotation about
its center, 3)
Refer to girder(s) for truss to truss connections. 4)
Recommend 2x6 strongbacks, on edge, spaced at 10-
0-0 oc and fastened to each truss with 3.10d (0.131" X
3") nails. Strongbacks to be attached to walls at their outer
ends or restrained by other means. 5)
Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.500in, 6)
CAUTION, Do not erect truss backwards. A0205783
102617
Pace 1 Read
Load 0efl. = 1116 in 1.
5x4 11 5x6 =: 7
8 9 0
q
10
PLATES
GRIP MT20
244/190 Weiqht:
76 lb FT = 0%F, 0%E eeq
tn.,.a a ar am,a•t+a:At i"t!c!Y^sk';'+tt strsn'w"srtr;pNrr;racwa"aim ras.« rw.u ar ro,=",br s,.;t a xmnE+a,mrsu:ta r,mr x p,€r.,ua,d a rm r. M'.
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ze,rta,tr,,n,wst,e r z .fro 1.«rrye,.«, .: gaeme srz-µurn.oasxar.arx,a +o'tr;. .ada+rm rca a 4.zi.;n rad,wq+..a4.»ex.yzw a„ryra + 60083 b
treaq 4tupn Mk(waMr AA.atnMMaM:4a{MN vrr#4mMhk}BIIM t+talfxlrert iMR biaaGw 4(S@MaANbrRtq Sefe Me rota ad Ne ArtB PiMx.t tfi idMs Fe WmprYrtetMWNs FRa hlSse[St1teX. Itn etap ElgtiaW`ers ax+.ealet[. aftx 4451 st zure 13M, 1#
t p Mwlkso.wara a7+}Nsnagya +,N.nL 3a E.r 3evp Epmm .A, #a t.rty 9rai}s aFaz'ncRa ignrn to eagp Aa,aiwaed xxasm as iParol r;tt.l. FOFC P'e"(" FL 34446 tapyripil :
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Al Roof Trusses, Fort Piei
W1 STI
26 25
FL21GE ABLE 1 5 7 84]
truss,com Run: 8.120 s Nov 12 2017_PWit7'8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:01 2017 Page 1
ID:tXMofrMaVb?Z7FFUeY3__NdzegNi-9ihmhE5Po?m7w3i01 F8eTiiSQfpClyiilQMQLry45k0
3 4 5
ST1 ST1 ST1
24 23 22
I
3x3
6 7Tl
ST1 W2ST1 131
21
20 3x3
6-
8-0 LOADING (
psf SPACING- 2-00 CS1. TCLI _
400 Plate Grip DOL 1.o TC 0.09 TCDL 10.
0 Lumber DOL 1.00 BC 0.01 BCLL 0,
0 Rep Stress Incr YES WB 0.03 BCDL 5.
0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP
CHORD
2x4 SP No.2(flat) BOT CHORD
2x4 SP No.2(flat) WEBS 2x4
SP No.3(flat) OTHERS 2x4
SP No.3(flat) BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 10-0-0 oc purlins, except
end verticals. BOT CHORD
Rigid ceiling
directly applied or 10-0-0 oc bracing. REACTIONS. All
bearings 15-5-14. lb) - Max
Grav All reactions
250 lb or less at joint(s) 26, 14,
25. 24, 23, 22, 21, 20, 19, 18, 17,16,
15 FORCES. (lb)
Max. Comp./
Max. Ten. - All forces 250 (lb) or less except when shown,
NOTES- (7)
1) All
plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates
checked for a plus or minus 0 degree rotation about its
center. 3) Gable
requires continuous bottom chord bearing. 4) Truss
to be fully sheathed from one face or securely braced against
lateral movement (i.e. diagonal web). 5) Gable
studs spaced at 1-4-0 oc. 6) Recommend
2x6 strongbacks, on edge, spaced at 10-0-
0 oc and fastened to each truss with 3-10d (0.131" X 3*)
nails, Strongbacks to be attached to walls at their outer ends
or restrained by other means. 7) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER),
GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT" form.
LOAD CASE(
S) Standard 8
9
10 11 12 13 ST1 ST1
ST1 ST1 Sri W1 9 19 18
17 16 15 14 DEFL. in (
loc) I/clefi L/d Vert(LL)
n/a n/a 999 Vert(CT)
n/a n/a 999 Horz(CT)
0.00 18 n/a n/a 13-4-
0 PLATES GRIP
MT20 244/
190 Weight: 69
lb FT = O%F, O%E JWAk `fw,
I iWft W. Wq, -4 ER .4 M 4ftr 1; Vir f 10— *0 W, r^1
Anthony T.
Tombs 111, P.E. 44
51 5, 1 uop Bive, 6W4-*,q !.Ilnshpt.P—lift2*1"4".1t.,,Au AM.," P etce,
2 Ft W46 h1ka"I
T 011 f`[, . ..... pe..K.O..A lbflw- hlhoyl,60.111 P1,
Job
v
Truss
SRAMoWRC FL24
A- Roof Trusses, Fart Pierce, FL3
1.Sx4 II 3x4
1 2
LJ
HOMES / SANTA ROSA
Floor 1 1
Job Reference o tional __ _
truss _ com Run: 8.120 s Nov-12-2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri DE
I D:60toaOU9? 1 Hs 17VBEK9TPNy9201-9ihmhE5Po?m7w3i01
2-0-0 2-5-14 0-11-12
3x3 =
1.5x4 II 3x6 FP= 1.5x4 II 3x6 == 3x3 It 3x4
3 4 5 6 7 8 9
A0205785j
1 13:57:01 2017 Page 1
Tjil lfdq Iq FiIQMQ Lry45kC
Dead Load Defl. = 1116 in
1.5x4 II
10
I
3x4 34 == 1.5x4 II 3x4 _ 3x6 FPS. 3x8 3x4
15-4-6
r10- 2 _ _ 18-10.
15-1-6 2-' 3-5-12
0-0-4
Plate Offsets (wX Y- j1 Edge 0-Q-12] j14 0-1-8 EdgeJ _ _
LOADING (psf) SPACING- 2-0-0 CSL DEFL, in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.27 15-16 666 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.35 15-16 508 240
BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.03 12 n/a n/a
BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 93 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) `Except`
T1: 2x4 SP No.2(flat)
BOTCHORD 2x4 SP M 30(flat) "Except'
B2: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-" oc bracing: 11-12.
REACTIONS. (lb/size)
11 - 48/3-10.4 (min-0-1-8)
17 - 787/Mechanical
12 = 1224/3-10-4 (min. 0-1-8)
Max Uplift
11 - -93(LC 3)
Max Grav
11 - 248(LC 7)
17 = 789(LC 3)
12 = 1256(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2225/0, 3-4=-2225/0, 4-5=-2225/0,
5-6=-2205/0, 6-7=-2205/0, 7-8=-152/848,
8-9=-155/843
BOTCHORD
16-17=0/1412, 15-16=0/2205,
14-15=0/2205, 13-14=0/1117,
12-13=0/1 1 17,11-12=-444/261
WEBS
2-17=-1561/0, 7-12=-1688/0, 2-16=01898,
7-14=0/1208, 3-16=-301/0, 6-14=-391/0,
9-11=-289/491, 9-12=-581/0
NOTES- (7)
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 93 lb uplift at
joint 11.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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mt.nxa,1 wa.taam,z*,.ow.u>ta:"«a.a e.«n aa,;rp,«aroxw«gA.Fx..,..e,.eas+aaaarra,an,i agw.s n.G.r aaarl.+a,t.a aa,.«waw..•.:..oa.rtmubea„w«aAnd z&Q381
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RYAN
G01G I Hip Girder
Al Root Trusses, Fort Pierce, s Nov
ID
A0205786
Inc, Fri Dec 29 13:57:03 2017 Page
4sO9gA6Y8neiSJbmkM?DksXQjy45k
21-4-0 22-4-0
5-6:b-- 16W'
Dead Load Den. = 1/4 in
zz it) ZS 24
3.6 =
1.5x4 11
5X6 W6
3xii 1,5x4 11
3x6
10-8-0 15-10-0
LOADING (psO SPACING- 2-0-0 CS' DEFL. in loc) Ildefl L/d
TCLI. 20 0 Plate Grip DOL 1 ' 25 TC 0.74 Veri(LL) 0,25 9 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,72 Vert(CT) 0.50 9-11 507 240
BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.10 6 n/a n/a
BCOL 10,0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.29 9 876 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No,3
OTHERS 2x4 SP No3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-4 oc
purfins.
BOT CHORD
Rigid ceiling directly applied or 6-6-6 oc bracing.
J_-M_.f.k recommends that -Stabilizers and required
cross bracing be installed during truss erection, in
aceeardance with Stabilizer sIna 111a REACTIONS.
lb/size) 2 =
1588/0-8-0 (min. 0-1-14) 6 =
1587/0-8-0 (min. 0-1-14) Max
Horz 2 =
39(LC 32) Max
Uplift 2
580(LC 4) 6
580(LC 5) Max
Grav 2 =
1588(LC 1) 6
1587(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=4149/1378, 3-18=-5158/1730, 18-
19=-515811730, 4-19=-S 158/1730. 4-
20=-5158/1730, 20-21 =-5158/1730, 5-
21 =-515811730, 5-6=-4145/1380 BOTCHORD
2-
11 =-1 262/3894, 11-22=-1259/3918, 10-22=-
125913918, 9-10=-1259/3918, 9-23=-
1226/3913, 23-24=-1226/3913, 8-24=-
1226/3913, 6-8=-1230/3890 WEBS 3-
11 =
0/414, 3-9=458/1404, 4-9=-643/420, 5-9=-
456/1409, 5-8=0/410 NOTES- (10)
1) Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult= I 50mph (3-second gust) Vasd= 1
16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left
and right exposed; end vertical left exposed; Lumber
DOL= 1.60 plate grip DOL= 1.60 3) Provide
adequate drainage to prevent water ponding. 4)
Plates
checked for a Plus OF minus 0 degree rotation about
its center. 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. 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 580 lb uplift at joint 2
and 580 lb uplift at joint 6. 8) Hanger(
s) or other connection device(s) shall be provided sufficient
to support concentrated load(s) 254 lb down
and 240 lb up at 5-6-0, 80 lb down and 101 lb up at
7-6-12, 80 lb down and 101 lb up at 9-6-12, 80 b down
and 101 lb up at 10-8-0, 80 lb down and 101 b up
at 11 -94, and 80 lb down and 101 lb up at 13-9-
4, and 254 lb down and 240 lb up at 15-10-0 on top chord,
and 146 lb down and 30 lb up at 5-6-0, 59 lb down
at 7-6-12, 59 lb down at 9-6-12, 59 lb down at 10-
8-0, 59 lb down at 11 -", and 59 lb down at 13-9-
4, and 146 lb down and 30 lb up at 15-9-4 on bottom chord.
The design/selection of such connection device(
s) is the responsibility of others. 9) In
the LOAD CASE(S) section, loads applied to the face of
the truss are noted as front (F) or back (B). 10) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS CONDITIONS CUSTOMER (-
BUYER") ACKNOWLEDGEMENT' form.
LOAD CASE(
S) Standard 1)
Dead +
Roof Live (balanced): Lumber Increase=1.25 Plate lncrease=
1.25 Uniform Loads (
plf) ps PLATES
GRIP
MT20 244/
190 Weight: 91
lb FT = 0% Standard Vert:
1 _
3=-60, 3-5=-60, 5-7=-60, 12-15=-20 Concentrated Loads (
lb) Vert: 3=-
207(B) 5=-207(6) 10=-52(8) 1 1=-137(B) 9=-52(
B) 4=-80(B) 8=- 1 37(B) 18=-80(B) 19=-80(B) 20=-80(
B) 21=-80(B) 22=-52(B) 23=-52(B) 24=-52(
B) aaaq-µat3
naeglh react Pa ll(n'µR}il V,,„1pafN 2AttµY.A!:gD1111'.'J4 iil4 nY µflit`}Mrk#:FpWiAC laalernr knp rrxaat:a(nd aavani. frets Gap Gtxy ^9b, aFb Fawn tame Nif IdMrofSka ldae ne idest ePax te :'kelw Tt'M ah Anthony r
Tombo 111, P F, W83 ko",
loom" P~.0 t.A0., 1!, 0-0 Vft. 4451 St, iud, Blvd Fart larce, to
Whoy[Aambolp P.
E. knsoy Vlamb# III pl,
A0205787
WRCSRAM H01GE Common Supported Gable 1 1
Jab Reference Cup lion.,
At Roof Trusses, Fort Pierce, FL 34946. design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industres, Inc. Fr Dee 29 13:57:03 2017 Pagel
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-64pW6w6gKdOg9NsO9gA6Y8njRSTQmpM?DksXQjy45k_
9-7-4
E7=° 1 j-3-4....... a { &-3-0 s fa ..
1-0 1 1-3-4 3-0.0 3-11-12 0-3-8
1-0-12
500 [12 4x4
7.5x4 II 1.5x4 II
1.5x4 II
5
1.5x4 II
4 6
3x4 =- 3 . ../" 7 3.4 -'•;
2 6
1 9
W2j
ST2
19 W1 '.
ST1 ST1 w ,o
W3 W3: r m
W2'
10
16 15 14 13 12 11
3x6 11 1.5x4 11 1.5x4 11 1.5x4 11 3x6 11
5x6 --= 5x6 =
1.3-4 7-3-4
Plate Offsets _LX Y) __j11:0-3-0,0-2_____
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.01 8-9 n/r 90 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.01 8-9 n/r 80
BCLL 0.0 Rep Stress Incr YES WB 0,22 Horz(CT) 0.00 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 80 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 8-6-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide,-__
REACTIONS. All bearings 7-3-4.
lb) - Max Horz
16=-180(LC 10)
Max Uplift
All uplift 100 lb or less at joint(s)
13, 14, 12 except 16=-248(LC 8),
11=-156(LC 9), 15=-278(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
13, 14, 12, 11 except 16=253(LC 9),
15=254(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-16=-509/470
BOTCHORD
15-16=-319/294
WEBS
8-11=-183/304, 2-15=-565/728
NOTES- (11)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf: BCDL=5.Opsf; h=25ft;
Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical 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) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) ` 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.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 13, 14, 12 except (jt=lb) 16=248, 11=156,
15=278.
10) Non Standard bearing condition. Review required.
11) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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80483
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HJSA (Diagonal Hip Girder A0205788
Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:04 2017 Page 1
ID: fXMofrMaVb?Z7FFUeY3_NdzegNi-aH MuJG715w8hnXRbiNhLSMKoisheVJ_9ROb3xAy45iz
h- --1-5-0 -
i — - - -
7Q-2 - - ---- -- ----------
i1-5-0 _ ....7-0-2
D f Load Dell. = 118 in
N
N
3x4 =
f-- -- ----- ... _...------- 7-0 2..--_._._._
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.12 4-7 711 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 333 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10,0 Code FBC2017lTPI2014 Matrix -MP Wind(LL) 0.14 4-7 589 240 Weight: 24 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and roquired
cross bracing be installed during truss erection, in --
accordance with Stabilizer Installation guide._
REACTIONS. (lb/size)
3 = 182/Mechanical
2 = 38310-10-15 min. 0-1-8)
4 - 99/Mechanical
Max Horz
2 - 129(LC 4)
Max Uplift
3 - 116(LC 8)
2 - 192(LC 4)
Max Grav
3 - 182(LC 1 }
2 = 383(LC 1 }
4 - 128(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (9)
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S,Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) 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 Ut=lb) 3=116, 2=192.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 41
lb down and 47 lb up at 4-2-8, and 41 lb down and 47
lb up at 4-2-8 on top chord, and 9 lb down and 8 lb up
at 1-4-9, 9 lb down and 8 lb up at 1-4-9, and 14 lb
down at 4-2-8, and 14 lb down at 4-2-8 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
9) WARNING - Please thoroughly review the "A-i
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1,25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9)
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WRCSRAM jHJ6 IDiagonal Hip Girder
Pierce, FL 34946, design@a1truss.com
10
3x4 =
A0205789
s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:05 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3,_NdzegNI-2Tw(3Xc8wsEGYOhOnG5DadZs 1 wG?vEmElg2LcTcy45jy
2a3(12
IE
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLI 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL} 0.17 4-7 555 360
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.36 4-7 253 240
BCLL 0.0 Rep Stress In NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.23 4-7 407 240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural woad sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
CMiTek
recommends that Stabilizers and required
cross bracing be installed during truss erection, in
aceordance_with Stabilizer Installation
REACTIONS. lb/size)
3 - 212/Mechanical
2 - 41710-10-15 (min. 0-1-8)
4 - 114/Mechanical
Max Horz
2 - 111(LC 4)
Max Uplift
3 - 126(LC 8)
2 - 211(LC 4)
4 - 9(LC 8)
Max Grav
3 = 212(LC 1)
2 - 417(LC 1)
4 = 143(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (9)
1) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
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) 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) 4 except Qt=lb) 3=126, 2=211.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 20
lb down and 20 lb up at 2-1-0, 20 lb down and 20 lb
up at 2-1-0, and 47 lb down and 54 lb up at 4-10-15,
and 47 lb down and 54 lb up at 4-10-15 on top chord,
and 7 lb down and 6 lb up at 2-1-0, 7 lb down and 6 lb
up at 2-1-0, and 18 lb down and 17 lb up at 4-10-15,
and 18 lb down and 17 lb up at 4-10-15 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
9) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pit)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (lb)
Vert: 9=-8(F=-4, 13=4) 10=-5(F=-2, B=-2)
11=-32(F=16, B=-16)
Load Deft. = 3/16 in
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 0%
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uu hiss Truss type Utv Ply RYAN HOMES / SANTA ROSA
WRCSRAM HJ7 Diagonal Hip Girder 4 A0205790
b, design(rna1 uuss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:5T06 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj WfUtky8YdYOPOgbzgokpAnPCtgOxz8bRvi4AO2y45ix
I --=t-5-0 4-11-0 9 t0-1t -- -- -. — -- ---I1-5-0 4-1 1-0
4x4 II 1.5x4 II U4 _6
LOADING (psf) SPACING- 2-0-0 CST. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0.55 Vert(CT) 0.10 7-8 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-11-1 oc bracing
REACTIONS. lb/size)
5 = 155/Mechanical
2 = 468/0-4-9 (min. 0-1-8)
6 = 323/Mechanical
Max Herz
2 - 169(LC 4)
Max Uplift
5 - 113(LC 4)
2 - 261(LC 4)
6 - 106(LC 8)
Max Grav
5 - 155(LC 1)
2 - 468(LC 1 }
6 - 323(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-280/117, 3-13=-754/259,
4-13=-698/260
BOT CHORD
2-15=-351/696, 15-16=-351/696,
8-16=-351/696, 8-17=-351/696,
7-17=-351/696
WEBS
4-8=0/255, 4-7=-748/377
NOTES- (9)
1) Wind: ASCE 7.10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Plates checked for a plus or minus 0 degree
rotation about its center.
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) 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=113, 2=261, 6=106.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 78
lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb
up at 14-9, 40 lb down and 54 lb up at 4-2-8, 40 lb
down and 54 lb up at 4-2-8, and 71 lb down and 106
lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7
on top chord, and 10 lb down and 91b up at 1-4-9, 10
Ib down and 9 lb up at 14-9, 13 lb down at 4-2-8, 13
Ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb
down at 7-0-7 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
9) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-60, 6-9=-20
Concentrated Loads (lb)
Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42)
16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27)
PLATES GRIP
MT20 244/190
Weight: 44 lb FT = 0%
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Job
WRCSRAM 05A
At Roof
aty IPly IRYAN HOMES /
A0205791
a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:07 2017 Pagel
ID:fXMofrMaVb?Z7F FUeY3_NdzegNj-_r21 xH9ANrWGe_A90WF2j_yPr3n_igjb7MgjYVy45jw
1-0-0 5-0-0
2x4 -
5-0 0
5-0-0
LOADING psO SPACING 2-0-0 CSI. DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360
TCOL 10.0 Lumber DOL 1,25 BC 0.37 Vert(CT) 0.06 4-7 987 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, m
accordance with Stabilizer Installatlongulde__ _ REACTIONS. (
lb/size) 3 -
127/Mechanical 2 -
264/0-8-0 (min. 0-1-8) 4
64/Mechanical Max
Horz 2 =
115(LC 12) Max
Uplift 3 -
90(LC 12) 2 -
80(LC 12) Max
Grav 3 -
127(LC 1) 2 -
264(LC 1) 4 -
90(LC 3) FORCES. (
Ib) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES- (
7) 1)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; End., GCpi=0.18; MWFRS (envelope) and
C-C Extedor(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 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)
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) 3, 2, 7)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT'
form. LOAD
CASE(S) Standard
PLATES
GRIP MT20
244/190 Weight:
17 lb FT = 0% taa{-
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WRCSRAM IJ6
1-"
I
Jack-O7 1 pen -----------------------__.-__ _ Job
Reference truss.
com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTel I
D: fX MofrMa V b? Z 7 F F U e Y3—N d zeg Nj-_ r21 2x4 =
LOADING (
psf) SPACING- 2-0-0 CSI. V-
Ca-V DEFL.
in loc) I/deft L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 4-7 999 360 TCDL
10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.09 4-7 729 240 BCLL
0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL
10.0 Code FBC2017/TP12014 Matrix -MP Wlnd(LL) 0.08 4-7 813 240 LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 5-6-0 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. (
lb/size) 3 -
140/Mechanical 2 =
283/0-8-0 (min. 0-1-8) 4 =
72/Mechanical Max
Horz 2 -
111(LC 8) Max
Uplift 3 -
91(LC 12) 2
130(LC 8) Max
Grav 3 -
140(LC 1) 2 -
283(LC 1) 4 -
99(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (Ih) or less except when
shown. NOTES- (
7) 1)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Extenor(2) zone; cantilever left and right exposed ;
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 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)
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) 3 except Qt=lb) 2=130. 7)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
SANTA
ROSA aa2os792 "
7:
07 2017 Page 1 1
igjb7MojYVy45jw PLATES
GRIP MT20
244/190 Weight:
19 lb FT = 0% Aefaq-
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WRCSRAM P
A
A0205793
truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:09 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNi-wEAnMzBRvTm_tIJYVxH WoP 1 bOtKxAaDubgJgdNy45ju
f_--1-0-0 I _----------- 7.0-0__
1-0-0 7-0-0
3x6 II
7-0-0
7-0 0
Dead Load Defl. = 118 in
Plate Offe LOADING(
psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL
20.0 Plate Grip OOL 1.25 TC 0.99 Vert(LL) 0.10 5-8 819 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MP Wlnd(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No-2 BOT
CHORD 2x4 SP No.2 SLIDER
Left
2x4 SP N0.3 1-6-0 BRACING
TOP
CHORD Structural
wood sheathing directly applied. BOTCHORD
Rigid
ceiling directly applied or 6-6-12 oc bracing. REACTIONS. (
lb/size) 4 =
183/Mechanical 2 =
342/0-3-8 (min.0-1-8) 5 -
90/Mechanical Max
Harz 2 =
156(LC 12) Max
Uplift 4 -
133(LC 12) 2 -
92(LC 12) Max
Grav 4 -
183(LC 1) 2 -
342(LC 1) 5 =
128(LC 3) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-518/27 NOTES- (
7) 1)
Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) zone; cantilever left and right exposed:
end vertical left exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=
1.60 plate grip DOL=1.60 2)
Plates checked for a plus or minus 0 degree rotation about
its center. 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 4)
w 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)
Refer to girders) 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) 2 except (jt=lb) 4=133. 7)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
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I uss imss type vty Ply RYAN HOMES ! SANTA ROSA
M01G Hip Girder 1 1
A0205794
1 trusses, Fort Pierce, FL 34946, design(Wal truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:10 2017 Page 1
I D:fXMofrMa V b?Z7FFUeY3_NdzegNj-PQk9aJB3gmurVSuk3eolKdasoHi3vyU l gK2N9gy45jt
1-0-0 5-0-0 9-4-0 13-8-0 18 8-0 19-8-0It00f --- S p,0 - -----1-_ --- ____ _ 4-0 -- ---- i _...w. 4 4 0 --__ -i---------- 5-0-00Q 1-0-0 i
Dead Load Dell. = 118 in
5x6 =
4X4
1.5x4 II 5X8 = t-5x4 11
04
9-4-0
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.13 9 999 360
TCDL 10.0 Lumber DOL 1,25 BC 0.73 Vert(CT) 0.25 9 884 240
BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.14 9 999 240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No,3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-9-2 oc
purtins.
BOT CHORD
Rigid ceiling directly applied or 6-9-14 oc bracing.
MiTek recommends that Stablkzers and required 1
cross bracing be installed during truss erection in - -
JaccordancewithStabilizerInstallationguide4 _
REACTIONS. lb/size)
2 - 1309/0-M (min. 0-1-9)
6 = 1309/0-8-0 (min. 0-1-9)
Max Horz
2 - 45(LC 12)
Max Uplift
2 - 417(LC 8)
6 - 417(LC 9)
Max Grav
2 - 1309(LC 1)
6 = 1309(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown,
TOP CHORD
2-3=-2751/854, 3-17=-3209/1062,
4-17=-3209/1062,4-18=-3209/1062,
5-18=-3209/1062, 5-6=-2751/854
BOTCHORD
2-10=-733/2492,10-19=-728/2510,
9-19=-728/2510,9-20=-721/2510,
8-20=-721 /2510, 6-8=-726/2493
WEBS
3-10=0/343, 3-9=-292/838, 4-9=-496/346,
5-9=-292/838, 5-8=0/343
NOTES- (10)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25111;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
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.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=417, 6=417.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 212
Ib down and 228 lb up at 5-0-0, 72 lb down and 99 lb
Lip at 7-0-12, 72 lb dawn and 99 lb up at 9-0-12, 72 lb
down and 99 lb up at 9-7-4, and 72 lb down and 99 lb
up at 11-7-4, and 212 Ib down and 228 Ib up at
13-8-0 on top chard, and 122 lb down at 5-0-0, 50 lb
down at 7-0-12, 50 lb down at 9-0-12, 50 lb down at
9-7-4, and 50 lb down at 11-7A, and 122 lb down at
13-7-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
10) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 5-7=-60, 11-14=-20
Concentrated Loads (lb)
Vert: 3=-165(F) 5=-165(F) 10=-115(F) 9=-89(F)
4=-134(F)8=-115(F)17=-67(F) 18=-67(F)19=-44(F)
20=-44(F)
PLATES GRIP
MT20 244/190
Weight: 81 lb FT = 0%
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RYAN HOMES / SANTA
M02 (Hip
A0205795
f Trusses, FortPierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:10 2017 Page 1 ID:
fkMofrMaVb?Z7FFUeY3_NdzegNj-PQk9aJB3gmurVSuk3eolKdaggHjhv?21 gK2N9gy45jt 1
a-s-o i s-8-ia r__
7-
0 04-" i-0-0 ---- - r+. 1.0-0 j 4x4
e 4x4
Dead
Load Defl. = 118 in t5x4
II 3x4 =
1.5x4 II 3x4 =
3x4 =_ I — ----
i --- — F-- 7-<l-04-8-0 LOADING (
psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL
20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.23 9-12 957 360 TCDL
10.0 Lumber DOL 1.25 BC 0,69 Vert(CT) 0.35 9-12 645 240 BCLL
0.0 Rep Stress Inor YES WB 0,09 Horz(CT) 0.03 5 n/a n/a BCDL 10.
0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 9-12 999 240 LUMBER - TOP
CHORD
2x4 SP No.2 BOT CHORD
2x4 SP No.2 WEBS 2x4
SP No.3 BRACING - TOP
CHORD
Structural wood
sheathing directly applied or 3-1-0 oc puriins. BOT
CHORD
Rigid ceiling
directly applied or 6-3-5 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 - 807/
0-8-0 (min. 0-1-8) 5 - 807/
0-8-0 (min. 0-1-8) Max Horz
2 - 59(
LC 13) Max Uplift
2 - 224(
LC 12) 5 = 224(
LC 13) Max Grav
2 - 807(
LC 1) 5 = 807(
LC 1) FORCES. (lb)
Max. Camp./
Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-
1329/880, 3-4=-1169/899, 4-5=-
1329/880 BOTCHORD 2-
9=-
648/1161, 8-9=-647/1169, 7-8=-
647/1169, 5-7=-648/1161 NOTES- (8)
1) Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph;
TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; end
vertical left 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) Plates
checked for a plus or minus 0 degree rotation about its
center. 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. 7) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except Qt=lb) 2=224, 5=224. 8) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES ("
SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("
BUYER") ACKNOWLEDGEMENT" form.
LOAD CASE(
S) Standard PLATES
GRIP
MT20 244/
190 Weight: 69
lb FT = 0% at-n
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Job Truss
WRCSRAM IM03
I
A0205796
I Pierce, FL 34946, design(cba 1 truss com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 1157:11 2017 Page I
ID:fXMofrMaVb?Z7FFUeY3NdzegNj-tdHYnfChR40i6cTxdLJ__tq64WhOLeQ62_oxhGy45is
1-0-0 5-11-10 12-8-6 18-8-0 19 _0
3-4-60 -1 -- --- ---- ---
4x4 =
3x4 = 5X8 = 3x4 7-,
LOADING (psO SPACING- 2-0-0 CS1. DIEFL. in loc) I/defl Ud
TCLL 20,0 Plate Grip DOL 1.25 TC 0.43 Verl(LL) 0,13 8-11 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0,85 Vert(CT) 0.29 8-11 777 240
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0,03 6 n/a n/a
BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.10 8-14 999 240
LUMBER -
TOP CHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD Structural
wood sheathing directly applied or 4-3-14 oc purlins.
BOTCHORD
Rigid
ceiling directly applied or 6A-2 oc bracing. Vf_
eknec6rnmends th-atSttWbtViers and required lcross
bracing be installed during truss erection n accordance
with Stabilizer Installation _guqidle. REACTIONS. (
lb/size) 2
807/0-8-0 (min. 0-1-8) 6
807/0-8-0 (min. 0-1-8) Max
Horz 2 =
75(LC 13) Max
Uplift 2 =
245(LC 12) 6
245(LC 13) Max
Grav 2 =
807(LC 1) 6 =
807(LC 1) FORCES. (
lb) Max-
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-137511012, 34=-1075/795, 4-
5=-1075/795, 5-6=-1375/1011 BOTCHORD 2-
8=-
79311239,6-8=-799/1239 WEBS 4-
8=-
417/629, 5-8=-368/424, 3-8=-
368/424 NOTES- (7)
1) Unbalanced
roof live loads have been considered for this design.
2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd= 1
16mph; TCDL-5.Opsf; BCDL=5.Opsf; h=25ft; Cat, 11 '
Exp C; Encl., GCpi=O. 18; MWFRS (envelope) and C-
C Exterior(2) zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.
60 plate grip DOL=1.60 3) Plates
checked for a plus or minus 0 degree rotation about
its center. 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.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)
except (jt=lb) 2=245, 6=245. 7) WARNING -
Please thoroughly review the "A-1 ROOF TRUSSES (-
SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-
BUYER-) ACKNOWLEDGEMENT" form.
LOAD CASE(
S) Standard Dead
Load
Deft, = 3/16 in PLATES GRIP
MT20 244/
190 Weight: 79
lb FT = 0% Anthony T.
BTonnJ83 o
Iit[,
11 P.E. O W
0"'p—twKw k'W i., kwu- 4451 St,
1 BIA 1 W [
4rce_, I L 1464o
WRCSRAM
RYAN HOMES
M04 Common 1
A0205797
lob Reference o tianalZ____
ort Pierce, FL 34946, design@at truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 29 13:57:12 2017 Page 1
ID:fXMotrMaVb?27FF UeY3_NdzegNj-Lprw??DJCO8Zkl27B3rDQ2fFG4MaNt5KHeXUDiy45jr
1-0-0 5-11-10 9 4-0 12-"18-8-0 19-8-0
I 3A-F---------_____.-5-11-10-___--------i._....Y-_-- 3-46 _-.._---i-_-- 3_4-6------f--_-----------5.77.10-------...._.__--f-1 0 {
4x4 =
30 := Sx8 = 3x4 =
Dead Lead Dell. = 3l16 in
I--------------
g 4.0 18-8-0
9-4-0
Plate
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.13 8-14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.29 8-14 776 240
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wlnd(LL) 0.10 8-14 999 240 Weight: 79 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No-2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-3-12 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-4-2 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation g ide
REACTIONS. (lb/size)
2 = 807/0-8-0 (min.0-1-8)
6 = 80710-8-0 (min.0-1-8)
Max Harz
2 - 77(LC 17)
Max Uplift
2 - 244(LC 12)
6 - 244(LC 13)
Max Grav
2 - 807(LC 1)
6 - 807(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1374/1012, 3-4=-10661789,
4-5=-1066/789, 5-6=-1374/1011
BOT CHORD
2-8=-793/1239, 6-8=-799/1239
WEBS
4-8=-436/652, 5-8=-383/440,
3-8=-383/441
NOTES- (7)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and G-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree
rotation about its center.
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.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) except (jt=lb) 2=244, 6=244.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
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JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL HIP / KING JACK CONNECTION I STDTL01
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD; 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TIC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TIC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
0
ti
ttach Corner Jack's
it (2) 16d Toe Nails
@ TIC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
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V1'.aR ;:et..W, F- 34943444fi
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BIND,
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORO
V - 3' MAX. J \
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENOS.
HORIZONTAL BRACE 2X6 DIAGONAL BRACE SPACED 48'
SEE SECTION A -A) Q.C. ATTACHED TO VERTICAL WITH
TRUSSSES III(
4) - 16d NAILS, AND ATTACHED TO
24' O.C.
BLOCKING WITH (5) - 10d COMMONS,
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031'
X 3') NAILS SPACED 6' Q.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
TRUSS /
UK""
TRUSS
wmr
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUOS ONLY.
JULY 17, 2017
STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS.
s ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE. FL 34948
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL *TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8'
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' Q.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" U.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 8d (1,5' X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS, AT EACH 2' X 8" TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
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JULY 17, 2017
A-1 ROOF TRUSSES
I 1-. .1 1 -
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6"O.C,
TRUSSED VALLEY SET DETAIL - SHEATHED I STDTI-05
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4,5-) WOOD SCREWS
INTO EACH BASE TRUSS.
GENERAL SPECIFICATIONS:
NAIL SIZE = 3' X 0.131"= 10d
2. WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL 'A.
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS,
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH m MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24* O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
4451 614d,
FtO piece, F, 34940
74166I holm"i ArAMT T%*tm'p'f' I tqdhnsts IrAwl Twb4m If
JULY 17,2017 1 TRUSSED VALLEY SET DETAIL I STDTI-06
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-4(&1010
SECURE
W" (
VALLEY TRUSS
TYPICAL)
GABLE END, COMMON
TRUSS. OR GIRDER
TRUSS
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3'X 0.131" = 10d
2, WOOD SCREW z 3* WS3 USP OR EQUIVALENT,
3, INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A',
4, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
To THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6, NAILING DONE PER NDS - 01,
T VALLEY STUD SPACING NOT TO EXCEED 48* Q.C.
BASE TRUSSES
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY 11 BUILDING
EXPOSUREC
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF
SYR TO THE ROOF W/ TWO USP MAX SPACING = 24* O.C. (BASE AND VALLEY)
WS3 (114- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES,
INTO EACH BASE TRUSS.
To,,to 1 P.L.
ED VALLEY SET DET
JULY 17, 2017 I TRUH GH W NQ VELOCITY)
AIL I SITDTL07
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ATTA(
WIND DESIGN PER ASCE 7-98, ASCE 7
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24" Q.C. (BASE AND VP
JUYF'UK I INU I KUJJtJ UIKtI.:I LY UNUtK VALLEY I KUJJtJ MUJ I kSt
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH
BOTTOM CHORD u I NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
000
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waamt a: ,ra a ace .et > stw'ue J.,r s aa. :Em.a a :a;aa.eea ta3iR&
4451 St.
33494k 9+e arox, em'apa* 'air a `M'ex, FraEL;herc8,tL 3 4 A£
Ee#y6e pplQA-t[edlracus-48"T.Tam64111l.,', I"'WM.P.t.
FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL ( STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' D.C.
VERI
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' D.C.
2) 10d NAILS
INTO 2X6 2X6 SP OR
SPF #2
2X4 SP OR
SPF #2 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A W/(4) - 10d NAILS
FDIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
1 VARIES TO COMMON TRUSS
THE FIRST TWO TRUSSES AS NOTED,
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) Bd NAILS MINIMUM,
3X4= PLYWOOD SHEATHING TO
2X4 STO SPF BLOCK
v
itDIAGONAL BRACING it* L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1, MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240.
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. pIAG. BRACEBRACE
9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF PEENED
10. IOd AND 16d NAILS ARE 0.131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC,
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
2) DIAGONAL
BRACES ATI1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31 STUD 12' O.C. 3-8-10 5.6.11 6-6.11 11-1.13
2X4 SP #31 STUD 16' Q.C. 3-3.10 4-9.12 6-6-11 9-10-15
2X4 SP #31 STUD 24' O.C. 2-8-6 3-11-3 5.4-12 8-1-2 2X4
SP #2 12" O.C. 3-10.15 5-6-11 6-6.11 11-8.14 2X4
SP #2 16" Q.C. 3-6.11 4-9-12 6-6.11 10-H 2X4
SP #2 24" Q.C. 3-14 3.11.3 6-2-9 9-3.13 DIAGONAL
BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE.
DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH
EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH
10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90%
OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX
MEAN ROOF HEIGHT = 30 FEET EXPOSURE
B OR C ASCE
1-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION
OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF
SHEATHING
A
f -
IOd NAILS
TRUSSES
24' O.C. 2X6
DIAGONAL BRACE SPACED
48' O.C. ATTACHED f_
TO VERTICAL WITH (4) - 16d
NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d
NAILS. HORIZONTAL
BRACE SEE
SECTION A -A) END
WALL
DETA
FEBRUARY 17, 2Q17 I T
WITH 2XI ACEEON Y
IC I STQTL09
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / [-BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 94946
772409-1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6" O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
BRACE SIZE FOR TWO-PLY TRUSS
SPECIFIED CONTINUOUS ROWS
LATERAL BRACING
OF
WEB SIZE 1 2
2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE
2X6 2X6 T-BRACE 2X6 I -BRACE
2X8 2X8 T-BRACE 2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTLIO
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THEAWMETOPCHORDORDIRECTLYABOVETHEBOTTOMCHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD_
FORT PIERCE. FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE772AO9,1010
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENOS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d
TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3').
ATTA t0. 31V XTO
RTI dL NAIL
BLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK USE
METAL FRAMING ANCHOR
TO ATTACH TO
BOTTOM CHORD TRUSS
ATTACH
TO VERTICAL WEB
WITH (3) - 10d NAILS (
0.131' X 3') ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
10d NAILS (0.131' X
3') IN EACH CHORD ATTACH
TO VERTICAL SCAB
WITH (3) - 10d NAILS (
0131' X 3') 2X6
4' - 0' WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) ATTACH
TO CHORD WITH (
2) #12 X 3' WOOD
SCREWS 0216'
DIA.) INSERT
SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (00 NOT USE
DRYWALL TYPE SCREWS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED
BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED
ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY
SPACED. ALTERNATE
METHOD OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d
NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
ww iw
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o.135
J
93.5 85.6 74.2 72.6 63.4
r*i
162 108.8 99.6 86.4 84.5 73.8
128 74.2 67.9 58.9 57.6 50.3
c
O 131 75.9 69.5 60.3 59.0 51.1
e1 148 81.4 74.5 64.6 63.2 52.5
a
ri
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0.162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60•
45.00°
ANGLE MAY
VARY FROM
30' TO 60'
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE ENO DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
TOE -NAIL WITHORAWAL VALUES
PER NOS 2005 (LB/NAIL)
Lo
j .
135 60 48 33 30 20
A-1 ROOF TRUSSES
772-409-1010
Co 0
THIS DETAIL SHALL BE USED FOR A CONNECTION z 128 49 38 26 25 17
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER 0
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
1 .
131 51 39 27 26 17
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30* WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2, THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
FOR WIND DOL OF 1,33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X ILO (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2XG BEARING WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLYI
NEAR SIDE NEAR SIDE
3(r
TOP PLATE
OF WALL
L/X NAIL
FAR SIDE
1-3/16' FOR 3.5' NAIL
SIDE VIEW END VIEW
FEBRUARY 5, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
1.0 X 4f
TYP W NAILER ATTACHMENT STDTL 13
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016
A-1 ROOF TRUSSES
4451 ST, LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
STDTL 14
4) 12d
MAX 3011(2R-6RR)
2x6 #2 SP (Bath Faces)
2411 O.C.
SIMPSON H5
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MA ma roh.Ma 48 wRe 1SM.x wmAm 1pf PM+xc ikeln FBm fFa}4ar Mx.k N +`mIh xt+Y.Awe Arsar.H nenb lMMafr Wt Mpnv ke ttyK++lrJeet Mf^r rtb wiea„we,tm; @rsas. k+en wf ;*n.aa+httaw. ukt S3 i st ,LIP. Ii.SY21.
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tognypal Y4Ik61Real teazs+t-An cn7 [. [aa6o tl!_Fi. Repalwseaal ttn dacaam.µwrte<s.7s p+uhx0.,k(wahow Ne.t:naa gata Ei IranA4Raatl,o,ut-X.W'l.l-WOR€_
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD,
FORT PIERCE, FL 34W
772A09-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
INCHES)
MAXIMUM FORCE (LBS) 157 LOAD DURATION
SP OF SPF HF
2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6
20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' Q.C. AS SHOWN (.131' QIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' Q.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
10d NAILS NEAR SIDE
10d NAILS FAR SIDE TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
00 NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1, THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED, THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4, WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES,
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL1 6
A- I ROOF TRUSSES
4451 87. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 1.15
SPACING: 24' O.C.
TOP CHORD: 2X 4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' Olk X 3') SPACED 6' D.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X- SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
MPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 401 SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
IREFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
Important Notes / Please Review Prior to Truss Installation:
1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007;
WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses",
and `SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood
Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof
Trusses. Spanish versions are also available.
2) All temporary and permanent bracing design, connection, material, and labor by others.
3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building
designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies.
4) If provided by truss manufacturer, any engineered beams provided have been sized using information design
guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and
bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by
truss manufacturer.
5) Unless specified, roof trusses are not designed for any additional attic storage loads.
6) On flat surfaces, adequate drainage must be provided to avoid ponding.
7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs
to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic
access opening should be located between trusses unless otherwise noted.
8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder.
9) Attached drawings are standard details that cover most installation standards. Structural details provided by the
building designer supersede any attached details.
10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should
be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the
structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must
be provided by the building designer.
1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan
and/or individual truss design drawings.
12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials,
erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed
engineered drawings.
Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010.
4451 St. Lucie Blvd., Fort Pierce, FL 34946
772-409-1010 Office 772-409-1015 Fax www.AItruss.com
SP
STRUCTURAL
C O NtNR-TORS'
A MITOW Company
Hangers
Allowable Load (Ibs)
DF-L / SP LSL LVL PSL SPF I -JOIST
LISP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T1 JUS24 1881, 6S5 750 820 510 4) - 10d (Header)
FL821.39, 2) - 10d (Joist)
11-
0510.01,
RR 25779
LU524 670 765 825 490 4) - 10d (Header)
2) - 10d (Joist)
T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header)
FL821.42, 2) -10d (Joist)
11-
0510.01,
RR 25779
LUS26 865 990 1070 1165 4)-10d(Header)
2) - IOd (Joist)
T3 MSH422 1831, 2025 2025 2025 22) - lOd (Face -Face Max Nailing)
FL822.36, 6) - 10d (Face - Top Max Nailing)
08- 6) - 10d (Joist - Face Max Nailing)
0303.06, 6) - lOd (Joist -Top Max Nailing)
RR 25836 4) - 10d (Top - Top Max Nailing)
13116-R
THA422 2243 2245 2245 6) -16d (Carried Member - Face Mount)
6) - 10d (Carried Member - Top Flange)
22) - 16d (Face - Face Mount)
2) - 16d [Face - Top Flange)
4) - 16d (Top - Top Flange)
THA1422 1835 1835 1835 2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member)
2O) - 1Od or (2) -10d (Face)
4) - 10d (Top)
T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face)
FL13285.35, 12) - 10d x 1-1/2 (Joist)
06-
0921.05,
RR 25843
HTU26 2940 3340 36W 1555 11) - 10d x I-112 (Carried Member)
20) - IOd x 1.112 {Corned Member - Max Nailing)
20) -16d x 1-112 (Carrying Member)
20) - 16d x 1-112 (Carrying Member - Max Nailing)
us
STRUCTURAL
C ONNFCTORS`
A Wok' Company
Handers
Allowable load (lbs)
DF-L / SP LSL LVL PSL SPF I -JOIST
160% USP
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face)
FL13285.35, 12)- 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS26-2 2785 3155 3405 1550 14) . 16d (Face)
6) - 16d (Joist)
HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member - Max Nailing)
f20) - I6d /Carrying Member - Max Nailing)
T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face)
FL13285.35, 16) - 10d x 1-1/2 )Joist)
06-
0921.05,
RR 25843
HTU28 3820 4340 4680 2140 26) - 10d x 1d/2 (Carried Member - Mox Nailing)
126) - 16d /tarrying Member - Max Noiling)
T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face)
FL13285.35, 16) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS28-2 4210 4770 5140 2000 22) - 16d (face)
8) -16d (Joist)
HTU28-2 3820 4340 4680 3485 126) -10d (Cored Member, Max Nailing)
126) -16d (Carrying Member - Max Nailing)
T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face)
FL13285.35, 12) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS46 2790 3160 3410 1550 14) -16d (Face)
6) - 16d (Joist)
SP
STRUCTURAL
C'C' NNFC'TORS'
A MiTsk• Company
Hangers
Allowable Load (lbs)
DF-L / SP LSL LVL PSL SPF I -JOIST
USP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% fastener Schedule
T9 THD48 1781, 3950 4540 4935 2595 28} - 16d (Face)
FL13285.35, 16) - lOd (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS48 4210 4770 5140 2000 22) - 16d (Foce)
8) - I6d (Joist)
T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 15d (face)
FL821.75, 8) - lOd (Joist)
06-
0921.05,
RR 25779
13116-R
HGUS26-2 4355 4875 5230 2155 j20) - 16d (Face)
8) - 16d (Joist)
T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (face)
FL821.75, 8) - lOd {)Dist)
06-
0921.05,
RR 25779
HGUS26 3 4355 4875 5230 2155 20) - 16d (Foce)
8) - I6d (Joist)
T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face)
FL821.77, 10) - 16d (Joist)
RR 25779
13116-R
HGU528.2 7460 7460 7460 3235 36) - I6d (Face)
j12) - 16d (joist)
T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face)
FL821.75, 10) - 16d (Joist)
06-
0921,05,
RR 25779
HGUS28-3 7460 7460 7460 3235 1`36) - 16d (face)
112) - 16d fjoat)
r
US STRUCTURAL
CONNECTORS'
A
MiTimk` Company Fastener
Comparison Table Connector
Schedule Group
label LISP Stock No Required Fasteners Reference No Required Fasteners 4) -
10d (Header) 4) - 10d (Header) T1
JUS24 LUS24 2) -
10d (Joist) 2) - IOd (Joist) 4) -
10d (Header) 4) - 10d (Header) T2
JUS26 LUS26 4) -
10d (Joist) 4) -10d (Joist) 22) -
10d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) -
10d (Face - Top Max Nailing) 6) - 16d (Carried Member - Top Flange) T3
MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) - 16d (Face - Face Mount) 6) -
10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) -
10d (Top - Top Max Nailing) 4) - 16d (Top - Top Flange) 11) -
10d x 1-112 (Carried Member) 18) - 16d (Face) 12) -
lod x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member - Max Nailing) T4
THD26 HTU26 20) -
16d (Carrying Member) 20) -
16d (Carrying Member -Max Nailing) 18) -
16d (Face) 14) -16d (Face) T5
THD26-2 HHUS26-2 12) -
10d (Joist) 6) - 16d (Joist) 28) -
16d (Face) 26) - lOd x 1-112 (Carried Member - Max Nailing) T6
THD28 HTU28 16) -
10d x 1-1/2 (Joist) 26) - 16d x I.112 (Carrying Member - Max Nailing) 28) -
16d (Face) 22) -16d (Face) T7
THD28-2 HHUS28-2 16) -
10d (Joist) 8) - 16d (Joist) 18) -
16d (Face) 14) - 16d (Face) T8
THD46 HHUS46 12) -
10d (Joist) 6) - 16d (Joist) 28) -
16d (Face) 22) -16d (Face) T9
THD48 HHUS48 16) -
10d (Joist) 8) - 16d (Joist) 20) -
16d (Face) 20) -16d (Fore) T10
THDH26-2 HGUS26-2 8) -
16d (Joist) 8) - 16d (Joist) 20) -
16d (Face) 20) -16d (Face) Tll
THDH26-3 HGUS26-3 8) -
16d (Joist) 8) - 16d (Joist) 36) -
16d (Face) 36) -16d (Face) T12
THDH28-2 HGUS28-2 10) -
16d (Joist) 12) - 16d (Joist) 36) -
16d (Face) 36) -16d (Face) T13
THDH28-3 HGUS28-3 10) -
16d (Joist) 12) - 16d (Joist)
USP
STRUCTURALNOCONNECTORS' N;0
A MlTek* Company
US24 US26
REPAIR REQUESTS
When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets
correctly marked with the issue / damage are required.
DOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful.
1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair.
2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request.
3. We cannot provide sealed drawings for "field built" trusses.
4. See example markup details below.
BREAK Use a line to denote the MISSING I DAMAGED PLATE:
exact location of the break Circle Missing or Damaged Plate
5 7 8 5 -,`w.. '1 t 12 13
1 Tt it
N* alas f s ss
2'1 20
3
1a 17 tE z
TRUSS MODIFICATION: 7
ALTERNATE 1 REVISED BEARING LOCATION. If truss is too long f short- provide detailed
a Draw in new location of oeanng, and provide dimension of it's location sketch and provide dimensions as needed_
MISSING PIECE: Hibere are
multiple breaks resuttfng in missing
4
mu
2
SPLIT I CRACK: Denote exact location of
damage, and provide length if greater than 12"
1" Out of plane
7
8
BREAK; Use a line to
denote exact location of break
MISSING I DAMAGED PLATE_
Circle Missing or Damaged Plate
DEFLECTION ( CROWN: Denote exact location ofwhere the start and
stop of the issue, as well as dimensions of where the issue octurs
to
1818, 114,
41 -
3 5/8"-
5 5/8",
11 01,
Notify truss manufacturer if material is other than shingle.
HATCH LEGEND
8' - On 8' - 8" A.F.F. E =
8'- 8" 9'- 4" A.F.F.
18'- 17/8" 18'- 9 7/8" ATT
324
7
NOTE. ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO Z
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 r I
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING %
DRAWINGS FOR GRAVITY AND UPLIFT LOADS,
FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECOR
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
JU524 H. THD46
7:
JUS26 MSM422
i THD26 I 'S" -US26
TRD28 i J" ---
TH02&2
i TH028 2
0/1 ... JUS46
it#B8 HANGER BY BUILDER
LOADING -----I-RCIOF 1-FL-OOR-1 WIND LOAD
7:
I LIVE LOAD ASCE 7,10 a 72040
2-
00
r
QX DEAD AD 10 10 1,50 MPH -1 FAP c 9DLOAD
O LIVE LOAD 10- 0 I CATEGORY 11
C,
DEAD LOAD 10 5 ENCLOSED Ins
TOTAL LOAD 40 FBC 2017
DURATION FACTOR 125 1.00 TPI - 2014
j ------ -
By REMARAS
01 12/29/20171 )I 'CODE UPDATE >^s 7:
1=&_ 2 7!
vf-
It 1s llndemtood that abo,e
cot'd,t,ons have txne,, reviewed
APPROVED
acceptable to, the
fabrication at trusses APPROVED AS NOTED
z
e,*,aI*ns.p0,Ches
fascias,cedmq
REVISE AND RESUBMIT 5
eIevawnslpitcbes,
M
a'og REJECTED
conditions all detail Pertaining
to It"s truss placement plan No -
back charges -fl be accepted
vvilf t pievioijs wntlen
DATE Z
approval fi-ont an A-1 Roof
Trusses REV)EwED Py I z
PLAN DATE ARCH: STRUCT: e
I CUSTOMER'. RYAN HOMES
S
JOB NAME SANTAROSA'A*
OPTIONIS) MORNING RD"
o
COMMNTY
LOT
J Z
BLDG BLDG
TYPE It
2
i JOB 0 MASTERi WRCSRAM
T
DRAWNi SCALE Erz s
DATE 07/29/2016 - -
JT NIS
A-1 ROOF
TRUSSES F14
A FLORIDA CORPORATION :-- w
Ph 772-409-1010) Fax 772-409-1015
V
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
77, 77
Permit # 5 6 SA N F QRW Project
Location Address As
required by Florida Statute 553.842 and Florida Administreive 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-g. The
following information must be available on the jobsite for inspections: 1.
This entire product approval form 2.
A copy of the manufacturer's installation details and requirements for each product. Category /
Subcategory Manufacturer Product Description
Florida
Approval # include
decimal 1.
Exterior Doors Swinging
Therma Tru Smooth Star 15000.2 / 15000.4 Sliding
Ply Gem 4780 SGD 14634 - R3 Sectional
Wayne Dalton 9100 - #0600 #0607 9147,11/8174.2 - R 12 Roll
Up Automatic
Other
2.
Windows Single
Hung Ply Gem 1500 16103 Horizontal
Slider Casement
Double
Hung Fixed
Ply Gem 1500 16104 Awning
Pass
Through Projected
Mullions
Ply Gem 1500 16118 Wind
Breaker Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
includin decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
As halt Shln les CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12
Underlayments InterWrap Inc. Rhino Roof Underlayment 15216 - R3
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shinqje s
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals Inc. MMI - 213 Off Ridge Vent 16568.2 - R1
Other
June 2014
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Loft's Concrete Products Lintel 17867 - R1
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Tracy McDonald
Please Print)
June 2014
GR. ACE
CohstruOfion Products
1. Product Name
Grace Vycor® Plus Self -Adhered Bashing
2. Manufacturer
Grace Construction Products
62 Whittemore Avenue
Cambridge, MA 02140
866) 333-3SBM (3726)
Fax: (410) 431-7281
www.graceconstruction.com
wwwQraceathome.com
3. Product Description
BASIC USE
Grace Vycore Plus Self -Adhered Bashing is a
self -searing, fully adhered, composite flexible
flashing designed to protect critical non -roof
details from air, wafer and moisture infitration. It
provides on excellent positive seal around the
outside and inside of doors and windows and
can be used to seal joints, seams, holes and
other undesirable openings in wall systems.
COMPOSITION & MATERIALS
Grace Vycor Plus Self -Adhered Basting is a 25
mil (0,64 mm), cold applied, self -adhering -
membrane consisting of a 3 mil (0A7 mm) high
density, cross -laminated polyethylene film
coated on one side with a 22 mil (0.56 mm)
layer of rubberized asphalt adhesive. For ease
of appricatlon. the rolls are interwound with a
disposable silicone coated release sheet, The
flashing is a dark gray -black,
Grace Vycor Plus Self -Adhered flashing is
now available with RIPCORDw, a cord embed-
ded in the adhesive layer that allows sprit
release on demand. RIPCORD makes the mem-
brane installation faster and easier and
enables proper integration with the other
waterproofing elements of the wall system.
Priming is generally not required for most
substrates provided they are dean and dry.
However, oh concrete, masonry and DensGlass
Gold® apply Perm-A-BarrierG WB Primer. if
adhesion is found to be marginal, also prime
wood composition and gypsum sheathing with
Perm -A Barrier WB rimer. The coverage rate
for Perm -A -Barrier WB Primer is 250 - 350 ft2/gal
6 - 8 rr?1Q.
SIZES
Grace Vycor Prus Self -Adhered flashing is
available in 78 (22.9 m) rolls in widths of 4", 6",
9" and 12" (100,150, 225 and 300 mm). The 4"
100 mm) width is packaged 18 rolls per car-
ton; the 6" (150 mm) is packaged 12 rolls per
carton; and the 9" and 12" (225 and 300 mm)
are packaged 6 rolls per carton.
LIMITATIONS
Grace Vycor Plus Self -Adhered Bashing must
not be applied in areas where it will be per-
monenily exposed to sunlight, and must be
covered Wft a reasonable amount of time
not to exceed 30 days. Grace Vycor Plus
should not be used in hot desert areas in the
southwestern Unified States.
The following sealants are chemically com-
patible with the adhesive side of Grace Vycor
Plus Self -Adhered Bashing if the specific formu-
lation does not contain hydrocarbon solvents:
silicone, acrylic, butyl, }-part polyurethane and
2-part polyurethane. This flashing is incompdi-
bie with creosote; joint sealants containing
polysuifide polymer or hydrocarbon solvents,
products manufactured from EPDM and flexi-
ble PVG and certain caulks. For more informa-
tion, refer to Technical Letter 1, "Chemical
Compatibility with Other Building Materials and
Sealants."
Grace Vycor Plus Self -Adhered Bashing is
designed for NON -ROOF flashing applications.
The membrane is slippery - do not use on the
roof, DO NOT walk on the membrane.
4. Technical Data
APPLICABLE STANDARDS
ASTM International
ASTM C836 Standard Spedfioation for High
Solids Content Cold Uquid-Applied 6astomeric
Waterproofing Membrane for Use with
Separate Wearing Course
ASTM D412 Standard Test ' Methods for
Vulcanized Rubber and Thermoplastic
idubbers and Thermoplastic Bastomers-Tension
ASTM D570 Standard Test Method for Water
Absorption of Plastics
ASTM D903 Standard Test Method for Peel or
Stripping Strength of Adhesive Bonds
ASTM D1876 Standard Test Method for Peel
Resistance of Adhesives (f-Peel Test)
ASTM D1970 Standard Specification for Self -
Adhering Polymer Modified Bituminous Sheet
Materials Used as Steep Roofing Underlayment
for Ice Dam Protection
ASTM D3767 Standard Practice for Rubber -
Measurement of Dimensions
FLEXIBLE FLASHING 07650
Grace Construction Products
PHYSICALICHEMiCAL PROPERTIES
See Table 1.
5. installation
STORAGE
Protect materials from rain and physical dam-
age. Pallets of Grace Vycor Pius Self -Adhered
Flashing should not be double stacked on the
jobsite. Provide cover on top and all sides, allow-
ing for adequate ventilation. Store this product
in its original, unopened packaging at ambient
temperatures between 40 - 90 degrees F (5 - 32
degrees C), under dry conditions and away
from exposure to direct sunlight. Store all prod-
ucts in a dry area away from high heat, flames
or sparks. Store only as much material at point
of use as Is required for each day's work.
ENVIRONMENTAL CONDITIONS
Grace Vycor Plus Self -Adhered Bashing can-
not .be applied to moist or damp surfaces.
After precipitation, allow a minimum of 24
hours for drying before ingalling the flashing,
Grace Vycor Plus Self -Adhered Flashing can
be applied at air and surface temperature of
25 degrees F (4 degrees C) and above.
APPLICATION METHODS
Surface Preparation
Substrate must be smooth clean, dry and free
of voids, spalled areas, loose substrate, loose
nails, other sharp protrusions or other matter
that will hinder the adhesion or regularity of the
flashing installation. Clean loose dust or dirt
from the surface wherever Grace Vyoor Plus
Self -Adhered Bashing is to be applied by wip-
ing with a dean dry cloth or brush. If the flash-
ing does not adhere properly to the substrate,
apply Perm -A Barrier WB Primer at a coverage
rate of 250 - 350 ft2/gal (6 - 8 m2/L).
Allow primer to dry completely, approxi-
mately 1 hour depending on weather condi-
tions, before application of flashing. Excess
primer will not improve the adhesion of the
flashing. The primer is considered dry when
the substrate returns to its original color, mini-
mum 1 hour. if primed areas are not covered
that day, reprime area if there is significant
dust or dirt contamination.
Bashing Application
Install the membrane following the shingle
principle: Apply the top membrane layer over
the bottom layer so that the system sheds
water, For ease of installation, Grace Vycor
Plus Self -Adhered Bashing has measure mark-
ings at 6" and 12" 052 and 305 mm) intervals.
Cut Vycor Plus into appropriate lengths.
SPE .Dg a and WNUSP ore registered trodetncvla of Reed Bsovier Inc. the tan port DATA fam at confo= to the aditodcl style , Reed Constr ucdon
a..._...._._.,__v_.__,_..w-a.......-....—.b.r.nen...A r^..........1:.... ,W.F.. FR,lF.Ak lM.e mei
Use RIPCORD to split the release paper and
adhere half of the membrane, if necessary.
Peel release paper from roll to expose rub-
berized asphalt and position flashing to cen-
ter over joint location before applying. Move
along opening or joint, being careful to put
flashing as evenly as possible over the open-
ing and avoiding fishmouths along the edges.
Roll flashing firmly into place to ensure confln-
uous and intimate contact with the substrate.
If wrinkles develop, carefully cut out affect-
ed area and replace in the similar procedure
outlined above. The repair piece also must be
pressed into place as soon as possible to
ensure continuous and intimate contact with
the substrate.
Grace Vycor Plus Self -Adhered Hashing
must be continuously supported by the sub-
strate and must not span or bridgb joints,
gaps or voids in excess of 114e (6.4 mm). End
laps that occur in subsequent lengths must
maintain a minimum overlap of 3" (75 mm).
PROTECTION
Grace Vycor Pius Self -Adhered Hustling must
be protected from damage from other
trades or construction materials.
SAFETY, STORAGE & HANDUNG
Grace Vycor Plus Self -Adhered Hashing prod-
ucts must be handled properly. The best Infor-
mation on safe handling, storage, personal
protection, health and environmental consid-
erations has been gathered. Material Safety
Data Sheets (MSDS) are available from the
manufacturer upon request. All users must
acquaint themselves with this information.
Carefully read detailed precaution statements
on product labels and MSDS before use.
6. Availability & Cost
AVAILABILITY
A nationwide network of distributors carries
Grace Vycor Pius Self -Adhered Hashing prod-
ucts. Contact a Grace Construction Products
representative for ordering and delivery
information,
COST
Grace Vycor Plus Self -Adhered Hashing is
competitively priced. For specific information,
contact a Grace Construction Products repre-
sentaftve,
FLEXIBLE FLASHING 07650
Grace Construction Products
TABLE 1 TYPICAL PHYSICAL PROPERES OF GRACE VYCOR PLUS SELF -ADHERED FLASHING
Property & test Typical value
Color Gray -Black
Thickness, ASTM D3767, Method A 25 mil (0.64 mm)
Low temperature flexibiRy, ASTM D1970 Unaffected at-45°F (-43*Q
Bongation, ultimate failure of rubberized asphalt per ASTM D412 200% minimum
Cracked cycling 100 cycles per ASTM C836 Unaffected at -25°F (-32°C)
Lap adhesion at minimum application temperature,
ASTM D1876 Modified
60 pit (875 N/m) width
Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width
ASTM D903
7. Warranty
Grace Vycor Plus Self -Adhered Flashing is war-
ranted at the time of shipment to meet
Grace's published specifications.
8. Maintenance
Grace Vycor Plus Self -Adhered flashing, when
installed in accordance with manufacturer's
recommendations, Wit not require maintenance.
9. Technical Services
Full-time, technically trained Grace Construction
Products representatives and technical person-
nel, backed by research and development
staff, provide support.
10. Filing Systems
First SourceTfi"
Additional product information is available
from the manufacturer.
W. R. Grace & Co. fir6 hopes the inrounanon here \,A be hetpfut. It
is based upon data and knawiedge considered to be true and acm-
rate and is offered for the users' consideration, investigation and ver-
ification but we do not warrant the results; to be obtained. Rease
read al statemeNa recommendations and suggestions in k
tion wih Our 0ordfians of sae, u f o y to oR goods suppled by
us No statement recommendation or suggestion is intended for any
use wtd it would kdringe any patent or copyright. W. R. Grace & Ca
Cam 62 Whittemore Avenue, Combridge, MA 02140, to Canada
Gram Canada kta, 294 Clements Road, West, Alm Onforto. Corrado
Lis 3Ca
Bituhene, Fenn -A -Barrier and Vycor are registered trademarks and
RMORD is a trademark of W. R Grace & Co, -Conn.
DensGloss Gold is a registered trademark of Georgia-Pacific
Corporation.
Copyright = A R. Grace & Co. -Conn.
TP09BE . Rinted in tha USA 8/04 Ai5/U/3M
qSr aKAe and MMUSPECe ate regstwed trodem ilm of Reed Usedet ptc The ten pat SPEGDATA fwnat conto ms to the edkoriat We Reserved.
1 Reed Construction
u , .> . . a..w, u.a...o,mt..t TMo ,.,,.. a,rn., t<,navmtlh4i Mr MCFvdcM aacvroa. QiQn5 Reed (brssinrcliaa Data. AR F4gMa r7atA_
Flashing Application Instructions for Windows
WINDOW INSTALLATION
METHOD A: BEFORE WEATHER -RESISTIVE BARRIER
Based on the climatic conditions and the exposure of the window, there are a
number of different flashing options. The method below is only one
of the recommended options (see Detail VCRDET-102) which meets AAMA
criteria. Refer to the subsequent details (VCRDET--100 to 106) for additional
flashing options located on pages 27-33.
11 Step One:
Pre-cut the Grace Vycor
Plus flashing using the
measurement markings.
The length of the flashing
should extend beyond the
sill equal to the width of the
jamb flashing (see Table 1,
page 8).
Step Two:
Before installing flashing
on sill and jambs, locate
the RIPCORD.
io Step Three:
Rewind the pre-cut flashing.
Position inside rough opening
on the vertical jamb 9 inches
upon each side. Apply to win-
dowsill, removing half the
release paper and exposing
the adhesive.
Roll firmly into position.
Make vertical relief cuts
starting from corner of win-
dow sill upward. Roll firmly
into place as necessary.
Note: Do not remove the
release paper on the bottom
half of the flashing until
future tie-in with the
weather -resistive harrier.
Split the release paper Install window as per manufacturer's recommendation.
in half allowing for easy If sealant is used, ensure all excess sealant is removed from
installation, nailing flange and surrounding area to provide a smooth con-
tinuous substrate. (ASTM does not require a sealant on top
of window flange when using self -adhered flashing.)
EO I
dashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD A
BEFORE WEATHER -RESISTIVE BARRIER (continued)
Step Four:
Applythe pre-cut jamb
flashing onto the nailing
flange. Position above the
head flange.
Unroll flashing and expose
adhesive by removing the
release paper. Roll firmly into
place as necessary.
Repeat on the other side.
11
Step Five:
Install the pre-cut
flashing over window
head flange by removing
release paper. Roll
firmly into place.
Mechanically fasten
head flashing at top
outermost corners,
as necessary.
Step Six:
Install weather -
resistive barrier as
per manufacturer's
recommendations.
Position weather -
resistive barrier
under sill flashing.
Remove remaining
half of the release
paper from the sill
flashing. Adhere to
weather -resistive
barrier to ensure a
water shedding tie-in. 12
Flashing Application Instructions for Windows
WINDOW INSTALLATION
METHOD B: AFTER WEATHER -RESISTIVE BARRIER
In this option (see Detail VCRDEI=100) the weather -resistive barrier has
already been installed before the window and flashing.
11
Step One:
Cut and remove weather -
resistive barrier from
rough opening of window
sill. Secure, if necessary,
to face of sill.
Score and fold weather -
resistive barrier above
header. Temporarily
secure to allow for flashing
installation.
Step Two:
Pre-cut the Grace Nycor
Plus flashing using the
measurement markings.
Use caution when
cutting the membrane.
w=-
Step Three:
Before installing sill
flashing, locate
the RIPCORD.
Split the release paper
in half allowing for
easy installation.
41
LL
Flashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
115
Step Four:
Rero0 the pre-cutflashing.
Position inside of rough
opening on the vertical
jamb.
Apply flashing to window
sill by removing half of the
release paper and exposing
the adhesive. Roll firmly
into position.
Make vertical relief cuts
starting from corner of
windowsill upward.
Roll firmly into place
as necessary.
Note: Do not extend sill
flashing beyond outside
edges of jamb flashings.
Install Window as per manufacturer's recommendation. If sealant
is used, ensure all excess sealant is removed from nailing flange
and surrounding area to provide a smooth continuous substrate.
is
Step Five:
Apply the pre-cutflashing
onto the nailing flange after
window has been installed.
Position jamb flashing
above the head flange.
Note: Do not remove the
release paper on the other
half of the flashing if future
tie-in with top of vinyl sid-
ing is required by others
see Detail VGRDET 10T).
Unroll flashing by removing
the release paper exposing
the adhesive. Roll firmly
into place as necessary.
Repeat on other side.
Flashing Application' [nstructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE HARRIER (continued)
Step Six:
Install pre-cutflashing
over the window head
flange by removing release
paper, exposing the adhe-
sive. Roll firmly into place.
Mechanically fasten head
flashing at top outermost
corners, as necessary.
7 Step Seven:
Remove temporary secure-
ment of weather -resistive
barrier above header. Fold
over head flashing. Seal
with weather -resistive
barrier seam tape.
Install siding and flashing below window as per siding
manufacturer's or Vinyl Siding Institute recommendations.
18 Step Fight:
Flashing should be tang
enough to direct water
over the nailing flange of
the last course of siding
see Detail VCRDET 107).
Trim excess flashing that
hangs below the nailing
flange.
Discard in appropriate
manner.
Note: These same steps
can be used for other
accessory openings
i.e. under doors,
electrical outlets).
18
Flushing Application Instructions for Doors
DOOR INSTALLATION
Like flashing windows, Grace Vycor Plus is also
the product of choice for flashing around doors.
Step One:
Using the measurement
markings, pre-cut a 12 inch
piece of Grace Vycor Plus.
Install onto ledger board.
19
13
Step Two:
Install the weather -
resistive barrier as per
manufacturer's recom-
mendation. Cutoutthe
weather -resistive barrier
from rough door opening.
Remove also from inside
bottom of sill.
Step Three:
Install corner patch under-
neath the weather -resistive
barrier as per Detail
VCRDE r-201.
Repeat on other side.
Note: Bowtie corner
patch option is shown
in photo.
For door installation detail refer to page 35 (VCRDET 200).
For deck installation detail refer to page 37 (Detail VCRDET-
300). For complete deck installation guidelines consult the deck
section of this book.
2O
Head flashing tie-in instructions:
Flanged °U vCnoEFmo
w=""
1 Cut|dupand tempumh secure wu
hepmnixdv baniorubmeheader to Flashing
Installation Aft allow for flashing insto||adon Install
flashingFoLoupWsmn- MECHANICALLY
FASTEN BARRIER & under
weather -resistive barrier BARRIERISTIVE
ASNECESSARYIN «Ea'"''"= 3. FuNwe be exixdvubarhorback over nwsno/
nn«vwn head flashing and seal with tape GRACEVYCOePLUSEXTERIOR
0utux:
1For
the most current details, insta||odon SHEATHING douondpmduotin
nnutiun see our M- SILL
PLATE ocdonoom web
xia1vmwguouunwww.graceCOnstruction.com TAPE Q.
ass««*
oeT-
106 FOR OPTIONS)
2 R|pCORDm(Split R eoxaunDomuod)m» boremoved from
Grace VyoorPlus for ease nfinstallation 1Remove weather -
resistive barrier
from top GRACE v,con PLUS ofwindow
sill plate E_ 4. Install Grace VymorPlus inorderi; i I shown hynumbers DO NOT
FLASH OVER BOTTOM NAILING FLANGE "
5.Install Grace VymorPlus
and weather - resistive barriartufonmvnteehedding|opo G.Detail also relevant for
Grace VycorV4O Flanged
Widow Option I - Low Exposure Notes: e«
Tsn«m 1
For mmm uunentd|in
aUabon
dan NAILING FLANGE' ondpmductinfonnabnn'oeouurwebshaot vwv g ouon urdoo.00m
w c^n/u~''~~'~`^~
NECESSARY IN 2.R|pCURDm(
Sp|itRu|oaxoonOomand)oa»
bu GRACE VYCOR'9 PLUS SILL PLATE removed from Grace
VYcor(9Plus for ease of vcnoEp1us installation FOR OPTIONS) 74 3. Install Grace VymorPlus inorder
aoshown by
numbers 4.|
fapplicable, leave release paper nnlower half of||flashing und|
tro e'
in GRACE GRACE PLun-- vvcom~pu/a—
o u|Gmuu\you Muaand woa a
m«»ve
barrier 1nform water -shedding laps O. Detail also relevant for Grace VymorV4O ooNOT
FLASH OVER --' oorrnwNAILING FLANGE
102FlangedWindowVCRDET
NAILING FLANGE
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
GRACE VYCOR! PLUS --
GRACE
noNOT FLASH OVER —BOTTOM
NAILING FLANGE Notes:
EXTERIOR
oxsmn1
Fmd m do|uv u a and
pmdu*
i onna mzsee our web eat vmwwgmcuuuo ommnxom
l R|
PC0ROO(Split Release onDemand) can bo removed from Grace
Vycor(&Plus f orease of installation 3.Install Grace
VyomPlus
inorder shown by numbers applicable, |ummm|uopaper oolower
half ofsill
flashing until future tie-
in omos° \ voon_pu/« 5, Install Grace Vycu/
Plus
and weather -resistive barrier toform water -shedding laps 6. Detail
also relevant for Grace Vycor V40
Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS--_
EXTERIOR SHEATHING 1.For the
most current details,
installation
NECESSARY IN CORNERS video and product information, see
our web THROUGH GRACE VYCOe PLUS site atwww.gmceconstructionxom 2,
R|PCORDm(
Split Release onDemand) can bo
SILL PLATE removed from Grace Vymn*Plus for ease
uf FOR OPTIONS) installation 3. Install Grace Vycn Plus inorder
shown by oumbnm
leave onlower apmcE 4. Ifapplicable, release paper GRACE
j
vvcoROpLua ha
of U aohingunb|t mdei» V
IRS PLUS_YCO 5.Install Grace VymorPlus and wmather-
mxis- tivabaniur1nfnrmwatepxheddinQ\
aps
6.
Detail also relevant for Grace VycorV40 ooNOT FLASH
OVER — aorrowNAILING
FLANGE
Half Round Window VCRDEr-too
Option 1 - Low to Moderate Exposure
REFERTO TECHNICAL —
LET FR#1 ON CHEMICAL
COMPATIBIUTY WITH
NAILING FLANGE
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
EXTERIORSHEATHING / -•------_
GRACE
VYCOR PLUS—
GORNER PATCH -
SEE VCRDET-504
FOR OPTIONS)
Notes:
1. For the most current details, installation video
SILL PLATE and product information, see our web site atSEEVCRDET106
FOR OPTIONS) www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
GRACE 4. Mechanically fasten as necessary
VYCOO PLUS
5. If applicable, leave release paper on lower
half of sill flashing until future tie-in
6. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
7. Detail also relevant for Grace Vycor V40
Half Round Window VERDEF-105
Option 2 - Severe Exposure Notes:
EXTERIOR SHEATHING
REFER TO TECHNICAL—
LER'ER #1 ON CHEMICAL
COMPATIBILITY WITH
NAILING FLANGE
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
1. For the most current details, installation video
and product information, see our web site at
www,graceconstructi on.co m
2, RIPCORDO (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown
by numbers
4. Mechanically fasten as necessary
5. If applicable, leave release paper on lower
half of sill flashing until future tie-in
6. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
7. Detail also relevant for Grace Vycor V40
Sill Plate Options VGBDET-106
OPTION - A
GRACE VYCORO PLUS
WOODEN
SIDING
SILL PLATE
NOTE #2
7 WALL SHEATHING
OPTION - B
SEE NOTE #2—J
WALL SHEATHING
CORNER PATCH OR
COMPATIBLE SEALANT
1. Tie-in with Vinyl Siding at Window Sill VCRDET--107
VINYL
WOODEN
FURRING
STRIP
SILL PLATE
Notes:
1. For the most current details, installation
video and product information, see our
Web site at www.graceconstructlon.com
2. RIPCORD" (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Remove weather -resistive barrier from
top of window sill plate
4. Install sill flashing as shown at left
5. Install Grace Vycor Plus around remaining
window unit per Grace Window Details
VCR DET- 100 to 105) 6.
Install Grace Vycor Plus and weather - resistive
barrier to form water -shedding laps
5.
Option C: Install wooden furring strip on top
of wooden siding prior to Grace Vycor Plus
6.
Detail also relevant for Grace Vycor V40 Notes:
1.
For the most current details, installation video and product information,
see our web site at www.graceconstruction.com 2.
RIPCORD" (Split Release on Demand) can be removed from Grace
Vycor Plus for ease of installation 3.
Install Grace Vycor Plus and weather -resistive barrier to form RD@
RELEASE
ON DEMAND") water -
shedding laps 4.
Remove weather -resistive barrier from top of window sill plate SILL
PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE
VCRDET-106 FOR
OPTIONS) Flashing until future tie-in 6.
Extend Grace Vycor Plus over nailing flange of the last com- plete
course of siding panel and trim Grace Vycor Plus to L
SHEATHING protect from permanent exposure to UV 7.
Install Grace Vycor Plus around remaining window unit per Grace
Window Details (VCRDET-100 to 105) NEATHER
RESISTIVE 3ARRIER (
OPTIONAL) B. Detail also relevant for Grace Vycor V40 9.
Leave release paper on or other bond breaker between Grace Vycor
Plus and vinyl
500OutsideCornerVdBDET
BARRIER (Op-nO
GRACE
VyCofio PLUS
Wall -to -Wall Outside CornerVCRDET-501
Notes:
l. For the most current details, installation video
and product information, see our web site a1
vwwxQmouonnstructioo.00m
iEATH|NG 2. BIPCORn(b (Split Release onDemand) can bo removed
from Grace Wycor"Plus for ease nf installation
3.
Install Grace VycmPlus inorder aoshown by numbers 4.
Mechanically fasten
uonecessary S.Install Grace
VymorPlus and weather -resistive barrier tuform water -shedding |
opo GRACE vyCORO PLUS G. Detail
also
relevant for Grace VyoorV48 ET-5O4FOR OPTIONS) R IS
1. For the most
current
details,
installation Video and product information, see our
web site otvmww.Qrammnostmoflonzom 2. R|PCORD"(
Split Release nnDemand)
can beremoved from Grace VycoePlus for ease nfinstallation
3.Install Grace Vycor Plus and wamthopmxh-
tivebarrier toform
water -shedding laps 4,Extend Grace VycoPlus
beyond joint between siding and corner post/
boards ' 5.Install Grace Vyco Plus onoutside
comer fortheheight ofthe wall G.Detail
also relevant for Grace VycorV0
inside Corner VCRDE-502
RUBBERIZED
Notes:
RUBBI
ASPH/
ASPHALT ADHESIVE
E a
rR®PLUS s
ED RELEASE I
BEFORE FOLDING, SCORE RELEASE PAPER
TO EXPOSEADHESNEAS SHOWN)
MECHANICALLY FASTEN AS NECESSARY IN
CORNERS THROUGH GRACE UNDERLAYMENT
1. For the most current details, installation
video and product information, see our web
site at www.graceconstructiorixom
2. RIPCORDO (Split Release on Demand)can be
removed from Grace Vycor Plus for ease of
installation
3. Use a square piece of membrane (3 inches x
3 inches minimum) for inside corner
4. Use RIPCORD (Split Release on Demand)
for ease of installation and to minimize
scoring release paper
5. Fold as shown by arrows
6. Angle of comer may vary, adjust folding of
the membrane accordingly to fit tightly to
corner .
7. Install Grace Vycor Plus and weather -resistive bar-
rierto form water -shedding laps
8, Detail also relevant for Grace VycorV40
Wall -to -Wall Inside Corner VCRDET-503
Notes:
VINYL SIDING
VYGORI
SIDING
WOOD SIDING
1. For the most current details, installation
video and product information, see our
web site at www.graceconstruction.com
2. RIPCORD" (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding
la ps
4. Extend Grace Vycor Plus beyond joint
between siding and corner post/boards
5. Install Grace Vycor Plus on inside corner
for the height of the wall
6. Detail also relevant for Grace Vycor V40
Corner Retailing Patch options VCRDEC-504
Votes:
1. For the most current details, installation video and product
information, see our web site at www.graceconstruction.com
2. RIPCORD' (Split Release on Demand) can be removed from
Grace Vycor@ Plus for ease of installation
3. Remove release paper at time of installation of corner patch
4. Nominal patch size is 3 inches x 3 inches
5. Detail also relevant for Grace Vycor V40
Option -A F-7--]
Option-B
PATCH-B
Option-C
PATCH-u
RELIEF
CUT
r-/'11 of 1-n
INSTALLED AT CORNER
rn 1 -1 —
INSTALLED AT CORNER
PATCH-C
INSTALLED AT CORNER
Foundation Sill Plato VCRDEr-505
Option 1
WEATH
BARRIE
SIDING
EXTFRI
SHEATI
GRACE
VYCOR
STUD WALL.
Notes:
1. For the most current details, installation
video and product information, see our web
site at www.graceronstruction.com
2. RIPCORD" (Split Release on Demand) can
be removed from Grace Vycor" Plus for
ease of installation
SILL SEAL 3. Install Grace Vycor Plus in order shown by
GRACE VYCOR" numbers
PLUS
FOUNDATION
4. Install Grace Vycor Plus and weather-resis-
NALL -tive barrier to form water -shedding laps
5. If priming is necessary, use Perm -A -Barrier
WB Primer to promote adhesion to concrete
6. Detail also relevant for Grace Vycor V40
Foundation Sill Plato VCRDET-5D6
Option 2
Notes:
Georgia-Pacific
DensArmorPlus Technical Service Hotline 1,800,225.6119 or
Interior Panels www.gpgypsum.com
Manufacturer
Georgia-Pacific Gypsum Georgia-Pacific Canada
133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200
Atlanta, GA 30303 Mississauga, ON L5N 5S3
Technical Service Hotline: 1-800-225-6119
Description
DensArmor Plus" Interior Panels are noncombustible (as defined and tested in
accordance with ASTM E136 or CAN/ULC S114) interior panels that consist of a
moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats
provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistanttothegrowthofmold, and have scored a 10, the highest level of
performance for mold resistance under ASTM D3273 test method.
The core of DensArmor Plus panels is reinforced with fiberglass, increasing the
product's strength. The treated core and the coated facings made with fiberglass
offer greater moisture resistance and improved dimensional stability than regular
gypsum board. The product resists warping, rippling and buckling.
They have a tapered edge to receive joint treatment. The field of the board can be
finished in the same manner as regular gypsum board.
DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold
Certified for low emissions of volatile organic compounds (VOCs) by a leading
third -parry organization, UL Frivironment. In addition, DensArmor Plus Interior
Panels are listed as GREENGUARD microbial resistant. This listing means
DensArmor Plus Panels, which feature fiberglass mats instead of paper facings
used on the surface of traditional gypsum board products, resist mold growth.
The microbial resistant test is based on ASTM D6329, a testing standard set
by ASTM International, which develops testing guidelines and procedures for
building materials, products, systems, and services.
DensArmor Plus Panels also are listed in the Collaborative for High Performance
Schoolsw (CHPS 1) High Performance Products Database for low emissions of VOCs.
CHPS is a national non-profit organization that works with school districts and
their design teams to improve the quality of education by using products that
have met requirements to receive CHPS credits.
Primary Uses
DensArmor Plus Interior Panels are an interior wall or ceiling covering material for
use in new construction or renovation work. They are designed for direct attachment
withshrews or nails to wood and metal framing or existing surfaces. They may
be used as a covering material for flat or curved structures. DensArmor Plus Panels
are manufactured with fiberglass mat surfaces. They have a tapered edge to receive
joint treatment.
Use on interiors of exterior walls, where moisture intrusion is most likely.
Use in pre -rock areas, where the windows, doors or roof have not been
installed making moisture intrusion inevitable. DensArmor Plus Panels
come with a limited warranty against delamination and deterioration for
up to 12 months of exposure to normal weather conditions."
Use in wet areas behind tile, such as tub and shower areas, where
ASTM C1396, Section 7 is allowed by code.
For complete warranty details, visit www.gpgypsum.com.
Submittal Job Name
Approvals
Contractor
Date
Limitations
DensArmor Plus Interior Panels are a non-structural product and should not be
used as a nailing base to support heavy wall -mounted objects.
Intended for interior applications and soffits in protected areas, DensArmor Plus
Panels must be kept dry during storage and handling.
Do not use DensArmor Plus® Fireguard® (per ASTM C1658) Panels where there is
prolonged exposure to temperatures exceeding 125'F (52`C, e.g. adjacent to
wood burning stoves, heating appliances, saunas or steam rooms.
Technical Data
Flame spread and smoke developed rating of 0/0 when tested in accordance with
ASTM E84 or CAN/ULC S102.
Noncombustible as described and tested in accordance with ASTM El36 or
CAN/ULC S114.
5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP.
1/2" and 5/8" DensArmor Plusm Fireguard C°" panels are UL and ULC Classified
Type DAPC,
Decoration
DensArmor Plus Interior Panels are designed to accept most types of paints,
textures and wall covering materials. Because of the enhanced moisture- and
mold -resistant properties of DensArmor Plus Panels, drying times for both joint
compound and wall coverings may vary. Always follow paint or wall covering
manufacturer's installation instructions when applying either of these finishes.
Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor
Plus Panels with a quality, high solids primer/sealer before applying a final
decorative material. Priming will equalize the suction variations between the joint
compounds and the fiberglass surfaces. If glossy paints are used in such areas
as kitchens or bathrooms, skim coat joint compound over the entire surface of
DensArmor Plus Panels to reduce highlighting or joint photographing. This method
is also recommended in areas with severe natural or artificial side lighting.
Handling and Use —CAUTION
This product contains fiberglass facings which may cause skin irritation. Dust and
fibers produced during the handling and installation of the product may cause
skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con-
tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection.
Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA
approved respirator as appropriate in dusty or poorly ventilated areas..
Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets
are removed for installation, they should be raised up on edge carefully and carried
in a vertical position. Appropriate handling for gypsum board is also outlined in
Gypsum Association Publications GA-216 and GA 801.
Take care to avoid impact, undue flexing and subsequent damage to board edges,
ends and corners.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinib
or call 1-404-652-5119.
Applicable Standards
Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177,
continued -->
ij)"
Georgia-Pacific
DensAr mforPlus® Interior
Panels Sizes
and Edges DensArmor
Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths:
8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor
Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths:
8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor
Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths:
8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor
Plus Fireguard C Thickness: 5/8" (15,9 mm); Width: 4' (1219 mm); Lengths:
8'-12' (2438 mm-3658 mm); Edges: Tapered Physical
Properties Technical
Service Hotline 1.800.225.6119 or www,
gpgypSUm.ca.m Installation
DensArmor
PlusQO Interior Panels should be installed according to the most current versions
of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum
Board for Non -Fire -Rated Construction:' For
fire -rated installations, the installation and details shall be in conformity with those
assemblies published in the Gypsum Association Fire Resistance Design Manual
GA-600, UL and ULC Fire Resistance Directories. Thickness,
nomina14 1/2" 02.7 mm) 1/
64" 10.4 mm) 1/
2" (123 mm) 1/
64" (0.4 mm) 5/
8" 05.9 mm) 1/
64" (0.4 mm) 5/
8" 05.9 mm) 1/
64" (0.4 mm) Width,
standard' 4' (1219 mm) 3/
32" (2.4 mm) 4' (
1219 mm) 3/
32" (2.4 mm) 4'
0219 mm) 3/
32" (2.4 mm) 4' (
1219 mm) 3/
32" (2.4 mm) Length,
standard" 6' (2438 mm) to 12' (
3658 mm) 8' (
2438 mm) to 12' (
3658 mm) B' (
2438 mm) to 12' (
3658 mm) 181(24388 mm)o
1/
4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) Weight',
nominal, Its ft., (Kg/m') 2.0 (9.8) 2.0 (9.8j 2,5(12.2) Edges
Tapered Tapered Tapered Tapered Permeance',
Perms (ng/Pa • s • m2) 10 (570) 10 (570) 1 D (57Dj 10 (570) Linear
with moisture change, inn %
RH (mm/mm %RH) 6.25 x 10,6 6.25 x 10-' 6.25 x i 0-a 6.25 x 10' Coefficient
of thermal expansion, inCn/°
F(mm/mm/°C) 8.5x106(15.3x1V) 8.5x10-6(15.3x10-6) 8.5x1V(15.3x1V) 8.5x10-6(15.3x10") Flexural
strength, parallel, lbf.'•4 (N) 40 (356) 40 (356) z100 (444) z100 (444) Flexural
strength, perpendicular, Ibf.'.' (N) a100 (444) a100 (444) 2:140 (622) 2:140 (622) R
Value? ft2• °F• hr/BTU Im'• K/W) 56 (0.099) 56 (0.099) 67(0.118) 67 (D.118) Combustibility'
Noncombustible Noncombustible Noncombustible Noncombustible Nail
pull resistance, Ibf.114 (N) z60 (356) e-80 (356) a90 (400) 2:90 (400) Hardness
core, edges and ends, Ibf. IN) 15 (67) Z15 (fill z15 (67j 15 (67) Water
absorption (% of weight)'.' 5 5 5 5 Surface
water absorption3.4 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface
burning characteristics per
ASTM E84 or CAN/ULC S102): 0/0 0/0 0/0 flame
spread/smoke developed Humidified
deflection3.4 0/
0 2/
8" (6.4 mm) 52/8" (6.4 mm) st/8" (3 mm) st/8" (3 min) Bending
radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents
approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested
in accordance with ASiM C518 ' As defined and tested in accordance with ASTM E136 orCAN/ULC S114. Tested
in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified
values perASTM C1658 and AS7M C1177 Georgia-``
is Gypsum
U,
S.A. Georgia-Pacific Gypsum LLC Georgia-
Pacific Gypsum II LLC Canada
Georgia-Pacific Canada LP SALES
INFORMA11ON AND ORDER PLACEMENT U.
S.A. West 1-800-824-7503 Midwest:
1-BOM76-4746 South
Central: 1-800-231-6060 Southeast
1-800-327-2344 Northeast
1-800-947-4497 CANADA
Canada Toll Free:1-800-387-6823 Quebec
Toll Free:1-800-361-0486 TECHNICAL
INFORMATION U.
SA and Canada:1-800-225-6119, www.gpgypsum,com 02014
Gwrgia;'acific Gypsum L1G. All rights reserved. 1/14. GP -TM Lit Item 4P532248. TRADEMARKS
Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum
LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative
for High Performance Schools Inc_ WARRANTIES,
REMEDIES AND TERMS OF SALE For current warranty information for this product,
please go to www.gpgypsum.com and select the product for warranty information. All sales of
this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES
AND CURRENT INFORMATION The information in this document may change without notice.
Visit our website at www.gpgypsum.com for updates and current information. CAUTION
Far product fire, safety and use information, go to www.buildgp.com/safetyinfo or
call 1-800-225-6119. FIRE
SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling
a product as having a one -hour, two-hour, or any other fire resistance or protection rating and,
therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either
a particular assembly/system incorporating the product, or any given piece of the product itself,
will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified
fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately
take any and all actions necessary for your safety and the safety of others without regard
for any fire rating of any product or assembly/system.
Georgia-Pacific
DensGlassTechnical Service Hotline 1.800.225,6119 or
Sheathing www.gpgypsum.com
Manufacturer
Georgia-Pacific Gypsum Georgia-Pacific Canada
133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200
Atlanta, GA 30303 Mississauga, ON L5N 5S3
Technical Service Hotline:1.800-225-6119
Description
DensGlass' Sheathing is a gypsum panel made of a treated, water-resistant
core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing
superb protection from the elements, DensGlass Sheathing is resistant to
delamination and deterioration due to weather exposure —even during construction
delays that last as long as twelve months after installation and are backed by a
limited warranty against delamination and deterioration for up to 12 months of
exposure to normal weather conditions.* DensGlass Sheathing panels are also
mold -resistant, and have scored a 10, the highest level of performance for mold
resistance under ASTM 03273 test method.
DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping,
rippling, buckling and sagging for a flat and even substrate and is noncombustible
as defined and tested in accordance with ASTM El36 or CAN/ULC 5114. Since
DensGlass Sheathing is strong in both directions, it may be installed either
parallel or perpendicular to wall framing members (always follow specific
assembly installation instructions).
Primary Uses
Because of the superior performance of DensGlass Sheathing, it is specified for
exterior walls, ceilings and soffits in a wide variety of applications. These include
exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications;
cladding such as wood siding, vinyl siding, composition siding, wood shingles,
shakes, conventional stucco systems, plywood siding panels; and interior finish
systems that require a substrate panel with superior fire and moisture resistance.
For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or
mechanical application of expanded polystyrene or extruded polystyrene insulation,
and is recommended in all climate zones.
Manufacturers of water and air resistive barriers, which include attached flexible
membranes, self -adhered membrane and liquid applied, have found DensGlass
Sheathing to be a suitable substrate for their systems.
DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both
cold and warm climate zones. It resists sagging, even under exceptionally humid
conditions. Panels are applied directly to structural framing. Surface and joints
may be finished and painted, or surfaced with an exterior finish system.
Limitations
DensGlass Sheathing is resistant to normal weather conditions, but it is not intended
for immersion in water. Cascading roof/floor water should be directed away from
the sheathing until appropriate drainage is installed.
Avoid any condition that will create moisture in the air and condensation on
DensGlass Sheathing. The use of forced air heaters creates volumes of water
vapor which, when not properly vented, can condense on building materials.
The use of these heaters and any resulting damage is not the responsibility of
Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation.
For complete warranty details, visit www.gpgypsum.com.
Submittal Job Name
Approvals
Contractor
nary
When DensGlass Sheathing panels are used in slanted wall applications, that portion
of the wall must be temporarily protected from the elements. Do not allow water
to pond or settle on sheathing. Also, exposed wall ends must be covered to
prevent water from infiltrating the cavity.
Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the
performance of the cladding or exterior systems applied over DensGlass Sheathing.
The suitability and compatibility of any system is the responsibility of the system
manufacturer or design authority.
Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or
framing.
DensGlass Sheathing is not intended for roof applications. For roof applications,
consult our DensDeck0 Roof Board brochure.
DensGlass Sheathing is not intended for interior or exterior tile applications. For
interior tile applications, consult our DensShieldO Tile Backer brochure.
DensGlass Sheathing should not be used in lieu of plywood where required.
Do not apply DensGlass Sheathing below grade.
For all installations, design details such as fasteners, sealants and control joints
per system specifications must be properly installed. Openings and penetrations
must be properly flashed and sealed. Failure to do so will void the warranty.
Do not use DensGlass Sheathing as a base for nailing or mechanical fastening.
Fasteners should be flush to the face of the board, not countersunk.
Technical Data
DensGlass Sheathing is noncombustible as described and tested in accordance
with ASTM El36 or CAN/ULC 5114.
DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified
deflection by a factor of 10 in tests over the standard for regular gypsum sheathing.
5/8" (15.9 mm) DensGlass' Fireguard® Sheathing is UL and ULC classified Type DGG.
DensGlass Sheathing is manufactured to meet ASTM C1177.
Flame spread and smoke develop rating of 0/0 when tested in accordance with
ASTM E84 or CAN/ULC S102.
Handling and Use —CAUTION
This product contains fiberglass facings which'may cause skin irritation. Dust
and fibers produced during the handling and installation of the product may
cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini-
mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye
protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/
MSHA approved respirator as appropriate in dusty or poorly ventilated areas.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo
or call 1-404-652-5119.
Product Data
Thicknesses:1/2"(12.7 mm), 5/8" (15.9 mm) is Type X (ASTM C1177)
Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm)
Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard
Edges: Square
continued---)-
im. wws/ i(ane t`ures
4Georgia-Pacific De
nsG las^ Technical Service Hotline 1.800.225.6119 or Sheathing
I www.gpgypsum.com Physical
Properties 4' (
1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Width,
nominal 8' (
2440 mm), 9' (2743 mm), 8' (2440 mm), 9'(2743 mm), Length,
standard 10' (3048 mm), ± 1/4" (6 mm) 10, (3048 mm), _ 1/4" (5 mm) Waight,
nominal, lbs./sq. ft. (Kg/0) 1.9(9) 2.502) Edges
Square
emm
Satiate
6' (
1829 mm) 8' (2438 mm) Bending
radius Racking
strength', lbs./ft. (dry) (N/m), Ultimate -not design value 540 (7878) 654 (9544) Flexural
strengthl.Lpaiallel, Ibf. (N), 4' weak direction 40(356) z100 (441) Compressive
strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified
deflection1.4 2/8" (6 mm) 1/8" (3 mm) Permeance2,
Perms (ng/P, •s m') 23 (1300) 17 (870) R
Value', ft -°F•hr/BTU (mz,K/W) 56 (0.099) 67 (0.116) 2
Noncombustible Noncombustible Co-
bustibi' Linear
expansion with moisture change in/in 0/ RH (mm/mm %RH a 6.25 x 10 8 6.25 x 10' Surface
burning characteristics per ASTM E84 or 0/0 CAN/
ULC S102: flames readlsmoke developed 0/0 Coefficient
of thermal expansion, 8.5 x 108 15.
3 x 10 6p 8.
5 x 10, 15.
3 x 10'8)' in/
in/°F (mm/mm/°C) Tested
in accordance with ASTM C473 2
Tested in accordance with ASTM E96 (dry cup method) d
Tested in accordance wit ASTM C518 (heat Now meter) 4
Specified values perASTM CI 177 Georgia-
Pacific Gypsum
U.
S.A. Georgia-Pacific Gypsum LLC Georgia-
Pacific Gypsum II LLC Canada
Georgia-Pacific Canada LP SALES
INFORMATION AND ORDER PLACEMENT U.
S.A West: 1-800-824-7503 Midwest:
1-80D-876-4746 South
Central: 1-800-231-6D60 Southeast
1-800-327-2344 Northeast
1-800-947-097 CANADA
Canada Toll Free:1-800-387-6823 Quebec
Toll Free:1-BOD-361-0486 TECHNICAL
INFORMATION U.
S.A. and Canada:'-800-225-6119, www.gPgypsum.COM 02014
GemgiOaciix Gypsa t U.C. All rights resemi 1/14. GP -TM 4iL Item M2250. 8
Double fasteners on ends as needed 6
Tested in accordance with ASTM E72 2
As defined and tested in accordance with ASTM E136 or CAN/ULC S114 8
As stated by Gypsum Association GA-235 8
Tested in accordance with ASTM E228-65 TRADEMARKS
Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum
LLC. WARRANTIES,
REMEDIES AND TERMS OF SALE For current warranty information for this product,
please go to www,gpgypsum.com and select the product for warranty information. All sales ofthisproductbyGeorgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES
AND CURRENT INFORMATION The information in this document may change without notice.
Visit ourwebsite at www.gpgypsum.com for updates and current information. CAUTION
For product fire, safety and use information, go to www.buildgp.com/spfetyinfo or
call 1-800-225-6119. FIRE
SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling
a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either
a particular assembly/system incorporating the product, or any given piece of the product itself,
will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately
take any and all actions necessary for your safety and the safety of others without regard
for any fire rating of any product or assembly/system.
Florida Building Code Online
FLOFIOAOHDAR1T1.9NT GP .
Business & Professional Rsgulatior
Page 1 of 3
t161tEr C+l}((C, 'd', -ti .Cl1tiPAY.IA9PfESiteMapUnksSe"ch
d r
Florida . ;W m Product Approval
USER Public User
n 5ga > Aoolica ion List > Appilmdon Detail
a'`Z` -+ Aooroval M_. enu > - dud or Aooliotlon
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/Small
Category
Subcategory
Compliance Method
FL15000-R2
Revision
2014
Approved
n
Therrna-Tru Corporation
SSB Industrial Drive
Edgerton, OH 43517
419) 29B-1740
rickw@rwbldgconsultants.com
Vivian Wright
rickw@rwbldgconsuitants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida professional) Engineer py ReceivedAEvaluationRep
Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or Architect
the Evaluation Report
Florida license
PE-43409
National Accreditation and Management Institute
Quality Assurance EntityContract Expiration Date
12/31/2018
Quality Assurance Ryan J. Kng, P.E.
Validated By Jj Validation Checklist - Hardcopy Received
Prtiflcate Of Indeae d5 ikSn Ks
r 1 vVu
Certificate of Independence year
Referenced Standard and Year (of Standard) standard
AAMA/WDMA/CSA101/I.S.2/A440
2005
1996
ASTM D1929 1999
ASTM D2843 2003
ASTM D635 1998
ASTM E1300 2000
ASTM E84 1995
ASTM G26 1994
TAS 202
Equivalence of Product Standards Florida Licensed Professional Fineerofr
Architect
odf
Certified By nnn a Fauiv FL 1 n
Florida Building Cade Online
Sections from the Code
Page 2 of 3
Method 1 Option D
Product Approval Method
05/29/2015
Date Submitted 06/28/2015
Date Validated 07/05/2015
Date Pending FBC Approval 08/19/2015
Date Approved
rr_
naf ProductsDescription
Model, (Number or Name
act" opaqa. "Fber-Classic° or "Smooth -Star" 6'8 "Non -Imp ue Fiberglass Door with &without
Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO
Configurations)
Limits of Use
Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: N/A1500.1 for
additionalother;
SeeuseN mitatins installation instructioesignPressurensandany
product particulars. (This product approval requires the use
j- part number doors
stained or pain ed with n noninstallation-)ofInstaldhation. been
b. "
Fiber -Classic" or "Smooth -Star" Limits
of Use Approved
for use in HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impact
Resistant: No Design
Pressure: N/A addition
IeuseN mitations, Installationirnstructiansessure ` any
other:
S ands product
particulars' (This product approval requires the use of13" part number doors and sidelites, which have been 15000.
3 ned
or patnfied within 6 months of installation) c. "
Fiber -Classic" or "Smooth -Star" Installation
Instructions 1
OQO Rz z It NST1544.4_ -12 Created
by independent ThirdVeri ilBy: Lyndon F.tParty: Yes 09
Evaluation
Reports A
A 0Q01•D Created
by Independent df
Third
Party: Yes Limits
of Use Approved
for use in HVHZ: Yes Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A other. See INSi 15000.3 for Design Pressure Ratings, any additional
use limitations, installation instructions ntdhe use product
particulars. (This product approval nsideiltes, which have sof "3"
part number doors tained orpaintedwithin6monthsofInstallation.) been 15000A
d. "
Fiber -
Classic° or "Smooth -Star" Opaque r
with 8, Side) te(
s) - Inswing (X, OX or XO, sOXO,XX, OXXOithout Configurations) Installation
instructions
1 Q00
R Verified By: LYlnd n F. Schmidt, P.E. 43409 Created byIndependentThirdParty: Yes Evaluation Reports
5000.zp-d Created by
Independent Third Party: Yes Limits of
Use Approved for
use in HVHZ. Yes Approved foruseoutsideHVHZ: Yes Impact Resistant:
No Design Pressure:
N/A other: SeeINST15000.4 for Design Pressure Ratings, any additional uselimitations, installation instructions product particulars. (This product approval requires the use which haveof "7" part number doors a nd ohs sndtes installation.)
been
810 "
Non -
Impact" Opaque Fiberglass Door with &without Sidelite(s) -
Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation
Instructions
15000 R2
IT rN 5000 3.Ddf Verified By:
Lyndon F. Schmidt, P.E. 43409 Created byIndependentThirdParty: Yes Evaluation Reports
15000 pdP VV4 Created
by
Independent Third Party: Yes 810 "Non -
Impact" Opaque Fiberglass Door with & without Sidelite(s) -
Inswing (X, OX or X0, OXO, XX, OXXO Configurations) Installation
Instructions
o 1
5QOO R7 I! I 1ps? c 0 4, . Verified By:
Lyndon F. Schmidt, P.E. 43409 Created byIndependentThirdParty: Yes Evaluation Reports
AE EVAL7Q_OQ 4.odf Created by
Independent Third Party: Yes stained or
painted within m We Fibergiass Door - Outswing e. "Fiber -
Classic" or "Smooth Star" 80 "Non -Impact" Glazed Dou-^!, 15000.5
Inswing (XX Configurations)
Florida Building Code Online
imits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
impact Resistant: No
Resign Pressure: N/Aother: See INST 15000.5 for Design Pressure Ratings, any
additional use limitations, installation Instructions
uires the useproductparticulars. (This product approval
of "]" part number doors, which have been stained or
painted within 6 months of installation.)
15000.6 f. "Fiber -Classic" or "Smooth -Star"
Limits of Use
Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: N/Aother: See INST 15000.6 for Design Pressure Ratings, anynsand
additional use limitations, i stall pp oal requ res the use
product particulars. (This productof "7" part number doors, which have been stained or
painted within 6 months of installation.)
Page 3 of 3
installation instructions
F„
Verified By: Lyndon ! . Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation ReportsnoAFEVAL 15000.5.[tdf
Created by Independent Third Party: Yes
6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double
Door - Inswing (OX or XO Configurations)
Installation instructionscr nnn R7 II INST 15000 6.Ddf
Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentThirdParty: Yes
Evaluation Reports
Ft 1,_, 5000 R2 AE EVAi 15000 6 odfCreatedbyIndependentThirdParty: Yes
Back Next
Phynp•-BAD-48 1624
01 B it ton R ad Tailaha R nd '+ mcnt
Star of Ronda :: ' to ment :: , iblliN Statem ::. e.Rl—.-.®
The Staff of Florida is an WEED employer.
roo a'iaht 2007 OS _ ues do not send
traditional mail. If you have any questions, please contact 950.487.1395. 'Pursuant toUnderFloridalaw, email addresses are public records, If You do not want your a -mall address released in response to a public -records reqelectronicmailtothisentity. Instead, contact the office by Phone
n
by under Chapter 455, F.S. must provide the Department with an email address ifSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensedare public record. if you do not wish to
they have one. The emalls may be used for official communication withw ich can ame
However email addresses
supply a Personal address, p
vide the Department with an
after
address which can be made available to the public To determine If You are a licensee under
Product APProval AccePt="
WO
tiCCliritG"mu "RiCti
THERMAITRU
THERMA TRU DOORS
I IS INDUOTRIAL OM., EDW6" N, OH 43S17
FIBER CLASSIC"/ "SMOOTH STAR"
8'0 INSWING w/ & WOUT SIDELITES
FIBERGLASS DOOR
NON -IMPACT"
GENERAL NOTES
1. This product has been evoluoled and Is in compliance with the Sih Edition J2014) Florida Building
Code IFBC) shlIciural requirements Including the "fth Velocity Hurricane Zone" jww).
Z Product anchors shop be as listed and spaced as shown on details. Anchor embedment to base
material shop be beyond wall dressing or stucco.
3. When used in the "HVHZ" this product is required to be protected with an Impact resistant
covering that complies wilh section 1626 of the FBc,
4. When used in arenas outside of the "IMir requiring wind bome detxk protection this product If
required to be protected with an Impact resistant covering that complies with Section 1609.1,2 oftheFBC.
5. For 2x stud framing comiructlarl, onchoring of these until shag be the same as that shown for 2x
tuck masonry construction.
6. Site conditlons that deviate from the details of this drawing require Turther engineering analysis byalicensedengineerorregisteredarchitect.
7. This product does not meet the water Infiltration requirements for the "HVHZ". Inswing units shop be
Installed only In non -habitable areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to sip h less than 45degrees.
TABLE OF CONTENTS
SHEE1'it DESCRIPTION
of eievatbns, desi assures & enerai roles
Door panel defaps jSmoolh starlKTSideptsaneldeiapsbglazingdetails
Vertical crosssecdlorsHorizontal cross secilons
rosssectlons
ringororingiaps+
knancnonna Components
105M MAX. OVERALL FRAME WIDTH
R3 1 13 13 c
IN —ACTIVE ACTIVE '''''A7j7I171i71
2
sa
VLes
1
37.SP MAX,
OVERALL
FRAME HIDTH
D D
SINGLE IN WIN NIT
X
SEE DETAIL "A"/ bSHEET6 C
2Dr1BLE W/SIDEI IT INSu NQ UNIT
0xx0
71-- Alas..,
SEE DETAIL "A'/ 1 SEE DETAIL "A71 1 2
SHEET 6 5 SH1:ET 6 5 5
MUBLE INSWING UNIT 3i_ NGLE W/Sip r rrFs INSWING I I NIT
xx DxD
s - a nN'!.pt3 t
SINGLE 67.0 -67.0
ti
DOum 47.0 47.0 60.0 60.0
SINGLE DOUBLE
WITH SIDELITES 47.0 47.0 60.0 60.0
s
Y
4d
cz
A
n
z
m
m
Df
j
oppo
D N 0Zz
9 m."
sat
maa
0. By, JK
L M LFS
ONNG Nos
FL-15000.4
cr I or 12
36,00" MAX.
DOOR
PANEL WIDTH
2
2
1,
w
23
O 18
2
Smooth Star
EXTERIOR 6
t •!..:.
fit.. .t:' . .a':'.,
1 r i. A:-h';n : r3. •. L: tit .1.'i: Y ;^..3 i
INTERIOR
i HORIZONTAL CROSS SECTION
2 DOOR PANEL
4.037" ---{
0.336"
1.545'
C1 LATCH S77LE t TOP RAIL
LJ (SMOOTH STAR) (SMOOTH STAR)
J
1 16"
Wd 1.545"
7* HINGE STILE BOTTOM RAIL
SMOOTH STAR) (SMOOTH STAR)
L z T VERTICAL CROSS SEC71ON
2 DOOR PANEL
T
1"%%'
W y,t,,'/// y
u n
O
1M 5W' U •7
v ° 0 x
0 m ° c
0
92
9 1 11
N
Q h
0 j
O 0
Z a
E 02 24 12 °z
ILL N.T.S. 9
JH m
c a LFS 3
t5flN9 ND.t
fL—T5000.4 a
Er 2 of 12
36.WmAX
DOOR
AN" WIDTH
2
Ed
pO
LL 0
zd nig
DOOR -Ema
Fiber Clossic
I
HORIZOI,
J DOOR PANEL -
Monona
FIBERL7-1 t CLASSIC) m
HINGE
EfFBERCLASSIC)
RAIL TOP
FIBERCLASSIC)
C0 FFJIBL514CCLMSSIC)
12 1 VER77CAj CROSS SEC770N UUQR PANEL
Z a.
BY.
JK sn LFS
FL- 15000,
4 OF 12
z
1 /2" GLASS
t- 25" STEEL
1UTERio INTERCEPT
SPACER
40 41 SEE NOTE 1
5" MiULATED QL8SS w/
SMC LILL FAME GLAZING DETAI
13.9375' MAX.
PANEL WIDTH
7.122" MAX,
D,LO, WIDTH
p
1/2" MIN. 33
GLASS THK. 40 VT GLASS 1/2" MIN.
118.
BITE GLASS THK.
TEMPERED
40
GLASS C1 TEMPERED
GLASS
AIR SPACE
1/8"
AIR SPACE
TEMPERED 25" STEEL 1/8"
GLASS INTERIORINTERCEPT TEMPERED
40
SPACER GLASS
29 SEE NOTE 1
INSULATED GlAaS W /
PVC LIT& LHAME GI AZI Q DETETAn
SEE NOTE
L7 \ HORIZONTAL CROSS SECTION
z 4 SIDELITE PANEL
u
j {A 4 j I l.btl"-1 j 2.589"
1,676" -•- :..y • t.,
1• „', il PLASTIC LIP LITE FRAME
PLASTIC LIP LITE FRAMEaEXPiUDEDPVC34
f EXTRLtDED SMC
1.077" { 1.077" }
VERTICAL CROSS SECTION
j( Il J 4 SIDELITE PANEL
w TE: NO
1. Spacing for Hem #29 & #41 (Ate frame screws) 1 531"
is os follows: From the bottom up on sides; 5,5,
with (7) more spaced at 9.875" o,c. there are (2) 42 SI%ITE TOP & BOTTOM RAIL screws both top and bottom of 2.125" 7n from eachBLANKSIDESTILEFINGERJOINTEDPONDEROSAPINE, SG=0.43 & FINGEREJOINTED POND ROSA PINE, SG=0,43ner.
SIDE_- L PAN[t
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14 31
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6VERTICAI CROSS SECTION
9
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VERTICAL CROSS SECTION5Shownw/lx sub —buck
OPTIONAL SURFACE BOLTS ON ACTT PANELSEEDESIGNPRESSURE
U
w
c
o
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Q
d2
I• The sidelite Is direct set into the Jamb with {12) Item iF43 0 0 x
w
p
Of each vertical Jamb ,pfromothe topadd
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z
ore
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the g
there
ader
aarex2-112' scuctUlm0224/12 z
pfh. wood screw at thetstN, 4" from the outside comers,
N•T.S.
awe. By JK
9
2. OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURE
By, LFS
a ux
m'
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n
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FL— 150D6.4 0
sHetr S or 12 a
0,15*W.
C-SINK 13
SEE NOTE XQM
1. The sidelfte Is direct set Into the Jambwith (12) Item f43 0 #8 x 2" pth, woodscrew. There are (4) of such verticalJomb, from the top down of
48.5" J, W There
4 are (2) Of the headerat4" from the outside corners of theframe, there are (2)13 a #8 x 2-1/2- Pfh. wood screw of the Bill, 4- fromoutsidecorners, the
4
36
41 29
45 4:
44
1-1/4-MIN.
luirginp EMB. PP.)
CROSS SECTIONQHORIZONTAL
rl9
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00
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OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART)
HORIZONTAL CROSS SECTION
d
0
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z 0
Trl 02 24 12
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kwm tio,
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ET -8- OF 12
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EMB. 1p,
HORIZONTAL CROSS SECTION
M-TF-
1. The sidelite Is direct set into the Jamb with (12) item 143 0 #8 x 2' pfh ,ad screw, There are (4) Jamb, of each vertical J b from , the tojp down of 13 5* 48-5" do Th 4'
from the outsi Ore (2) at the header at 2)
P3 0 de
corere ners of the frome. there are Ax2-112* pfh wood screw at the sill, 4" from the outside corners. EMB.
Pp) 17
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18
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II
38
II TYP. HEAD
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1!
11
1
II
MULLION11SHOWN FOR
REFERENCE
I!
1 I
11
II
11
1
1
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SHOWN FOR !
G REFERENCE 1
u
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SHOWN FOR 11
REFERENCE II
u I I
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4"
MASONRY
CONCRETEANCHO6NOTES• 2X
1. Concrete anchor locations of the
edge distance JoIrItscomers maybe adJusied fo mainioin the min. 2
Concreteahor locations noted as MAX, ON CENTER"must be adjusted to addition
Concrete
anchor table: g
maintain the min. edge distance to mortarJoints, concrete
anchors 3.
uhe
maybereqdto ensure the'MAX. ON CENTER"dimension we not exceeded. i::
isisili:•i:!;i:::r:r.:e:r•:r:::.. ....... :._:••:•::.;:.,..•...:e ... To
1TW
1/
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ULTRACON°
1/4" 1-1/4" 7" 8
4"
8"
3e
1!
11 11 !
I
I!
II
11
TYP. HEAD it I! &
JAMBS 11 I!
II
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i
I
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SHOWNNFOR 11 II
REFERENCE JJ II !
II
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SHOWN FOR I! 11
REFERENCE !! 11 !
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38
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HEAD JAMBS
ASTRAGAL SHOWN
FOR REFERENCE
II
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SEE
DETAIL
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Y W/2X BUCK
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W11X BUCK
INSTALLATION
E-\ TYP HEAD &
TYP. JAMBS 0 BUCK
K
SEE
DETAIL "I
TYP, SILL QK4
CONCRETE ANCHOR NOTES
I. Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarlaints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the m1n, edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER -dimension are not exceeded, 3. Concrete anchor table:
ITW
TAPCONQ 1/4" 4"
ITW
TAFCON*, 3/1V 1.1/4' 3' I-1J2"
WOO SCREW INSTALLATION OTES--
t. Maintain 0 Minknurn 50 edge distance, I"end distance, & I"o,c. spochg ofwoodscrewstopreventthesplittingofwood.
THESE (2) ANCHORS
REQ'D ONLY WHEN
DP > 47 PSF
MASONRY4
OPENING
FRAME
SEE
2X BUCK
iiDETAIL
4"
M111WE
onfo-w-
A
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INSTALLATION311(rTAU-ATION
0 Z' M
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JAMBS 0 BUCKR,-:
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SEE
DETAIL
AYJEW 'A'-
SINGLE DOOR WSluum 13
49
3030 W/
2X BUCK 13 0 31 INSTALLATION31 13
37
W/
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10
INSTALLATIONV,
DETAIL '
2" 10
3- 0—o ASTRAGAL, &
SURFACE BOLT STRIKE
PLATES 0 HEAD 10
DETAIL '
57 13 31
31 13
30
30 DETAIL
DETAIL "l , 4
SURFACE BOLT STRIKE. PLATE ET@
THRESHOLD z
a Fr-'
02/24/12 N.
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an
LFS SWM
NO.: FL-
15000.4
ti
DETAIL "3"
MASONRY
OPENING
FRAME
2X BUCK-\
a-+a
91 /--CI
CONCRETE ANCHOR NOTES.
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortarjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table.,
d.1 x;1C !#71 1#~
M> Ll:>:.>":#!?!.7EiRY>€iIY13'L
1-1/4" 2" TAPCON® 1/4" 4"
1
TAPCON® 3/1V 1-1/4" 3" 1-1/2"
WOOD 5CREW INSTALLATION NOTES:
I. Maintain a minimum 51a" edge distance, I- end distance, & I"o.c. spocing.ofwoodscrewstopreventthesplittingofwood.
C" A"
L • •f, 1
1J W/2x BUCK
INSTALLATION
J9 W/iX BUCK
MASONRY INSTALLATION
OPENING TYP. HEAD
JAMBS —
tq tJ
111111O
DETAIL
FRAME
2X BUCK SEE
DETAIL
74 ttP. SILL
sad
VIEW "C,.—"G"
VIEW il"
I
A
C- A"
ISNGLDODR
49 30 30
W/2X BUCK 13 0
W/1X BUCK INSTALLATION 31
31
INSTALLATION 13 W/1X BUCK
INSTALLATION 48
W/2X BUCK
INSTALLATION
DETAIL "2" =
i3 ASTRAGAL do SURFACE BOLT
10 STRIKE PLATES ® HEAD
DETAIL "3" a i
w
DETA_)j 5" 31
1, 31 r a
o
W/1X BUCK 50 0
UZ _ o a
INSTAL1AT70N
ah 02 24 12 i
W/2X BUCK 13 0 30 a
30 sum N T S n
INSTALLATION
DETAIL "1 ° - °^
ero JK m
SURFACE BOLT STRIKE PLATE • M LFS
DETAIL "4"
0 THRESHOLD
FL-15000.4 0
sxct7 10 or 12 ."
I
04
0.063"
f,--4A) SEE NOTE 1
0.126"
0
24 ASTRAGAL DETAIL
NOTE.
1. THE ASTRAGAL 13OLT HAS A 3" THROW AT THE TOP
AND THE BOTTOM.
inc I I lzd
LE- N.T.S.
By-, JK
7,-LFS
iz.
FL-15000.4
11 or 12
QI.
emv
r"-
Q
T- O OO
AS63'
i A63• i i
m21AMWOODFRFINGER
JOINTED PONDEROSA PINE, SG=0.43 irr .:
e r T /
yip'
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g
0
n B
v z of mE. L
0M
maa L
0 Zo
J ii 30
SURFACE BOLT STRIKE PLATE l 125" STEELS ui
j}
sj--
1.
92tl' I
iINSMANG
DOOR 80TTOM SWEEP VINYL .
080" MAX. WALL, 035"
MIN. WALL 2143'
1.
b9I" 75
INSWING SIDELITE e011QM—
B T0.
09" EXTRUDED VINYL WALL_ R22
owc.
er JK cra
LFS a
uwwc xo : 150DD.
4 urrr
i ? or 7 2
3(2/2018 Florida Building Code Online
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94 Product Approval
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Code Version 2017 FL# 14634
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JO .1 Il
FL# Iym Manufac;Nrer YAlislAY. Satua FL14634-R3
Affirmation Ply Gem Windows Locke Bowden Approved Hi ory
Category: Exterior Doors 334) 300-1800 Subcategory: Sliding
Exterior Door Assemblies Approveo uy
uorm. nppruvaia uy u a,au ,_.,.:..4., .. .. ,d•,._ -r • •_ ..._ _.._, _. -.._ __.. _. ___.__ ..._. _.._... , . Contact Us ::
2601 Dlair Stone Rgad, Tallahassee FL 32399 Phone: 850-487-1824 The State
of Florida is an AA/EEO employer, Cgpyrlght 2007-2013 State of Florida :: Priv Skatem :: Accessibility Statement :: Refund Statement Under Florida
law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to
this entity. Instead, contact the office by phone or by traditional 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
here . Product Approval
Accepts: Credit Card
Safe https://
floridabuilding.
org/pr/pr_app_lst.aspx 1/1
3/2/2018 Florida Building Code Online
Ot
l*`Prof+ess1o1111lecuatwn 2
k``
FI rida
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R USER: Public User
Pr pr roval Menu Product or AopJS,anon Search > AR li i is[ > Application Detail
FL # FL14634-R3
Application Type Affirmation
Code Version 2017
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Comments
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
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Florida Engineer or Architect Name who developed the
Evaluation Report
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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
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
614) 532-3596
luanne.harris@plygem.com
Luanne Harris
luanne.harris@piygem.com
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
12/31/2018
Locke Bowden
Validation Checklist - Hardcopy Received
FL14634_R3_COI_COI PLY GEM SS 2015-02-19 pdf
Standard Year
AAMA/NWWDA 101/I.S.2 1997
ASTM E 330 2002
dI affirm that there are no changes in the new Florida Building Code
which affect my product(s) and my product(s) are in compliance
with the new Florida Building Code. https://
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw°/a3d%3d 1 /3
3/2/2018 Florida Building Code Online
Documentation from approved Evaluation or Validation Entity Yes No N/A
FL 4 4_R3_QQ_C_SA14 4.pdf
Product Approval Method Method 1 Option D
Date Submitted 10/12/2017
Date Validated 10/12/2017
Date Pending FBC Approval
Date Approved 10/17/2017
Summary of Products
FL # Model, Number or Name Description
14634.1 Builder Series 4780 Sliding Glass Door (XX)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14 4_U_II_PGWQ63 SS 20115-91-02.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +25/-50 Evaluation Reports
Other: Without sill riser FL14 _U_AE_PER3054 SS 2015-01 02 f df
Created by Independent Third Party: Yes
14634.2 Builder Series 4780 Sliding Glass Door (XX)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14634_R3_II_PGW063 SS 2015-01-02.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: With sill riser FL14634_U_6E_PER3054 SS 2015-01-02 pdf
Created by Independent Third Party: Yes
14634.3 Builder Series 4780 Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No F iL4634_R33_II_PPGWW064 SS 2015-01-02 pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +30/-30 Evaluation Reports
Other: Non -reinforced. See installation detail for available F 146 4_U_AE_PER3055 SS 2015-01-02 pdf
sizes and configurations. Created by Independent Third Party: Yes
f146f34.4 uilder Series 47B80 Sliding Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14634_R3_II_PG065 SS 2015-01-02 pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +35/-35 Evaluation Reports
Other: Reinforced. See installation detail for available sizes FL14634_R3_M_PER3Q56 SS 2Q12 01 02 pdf
and configurations. Created by Independent Third Party: Yes
FEE, hl¢:xt
Contact •„ Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. ggpyright 2QQ7.2013 Slate of Flgrida :: Privacy Statement :: Accessibility Statement :: fftfund 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 personaladdress, 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:
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d°/p3d 2/3
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TNSTALLATTON NOTE51
1. TWO (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF tl/21NCH OF THE DEPICTED LOCATION 1N THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES).' TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIMM. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH, SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIMjS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS
OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
EMBEDMENT,
6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETEJMASONRY, USE 1/41NCH ELCO
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2INCH MINIMUM
EMBEDMENT.
7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED70 STUCCO, FOAM, BRICK
VENEER, ANDSIDING.
8, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLA7ION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
10, INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
11, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY- STRENGTH CONFORMANCE 70 ASTM C-90.
MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI,
PLY GEM WINDOWS
BUILDER SERIES 4780 ALUMINUM
SLIDING GLASS DOOR (2-PANEL)
GENERAL NOTE51
1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE, EXCLUDING HVHZ,
4 AAmA1~DA 101/IS.1-97
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
S. 2X BUCKS )WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TOTHE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
AESPONSIMUTY OF THE ENGINEER Oft ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC
SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. DOOR FRAME MATERIALALUMINUM 6063-T6 7,
GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SEE SHEET 4 FOR GLAZING DETAILS. 8.
DESIGNATIONS "X" AND "O' STAND FOR THE FOLLOWING: X:
OPERABLE PANEL 0:
FIXED PANEL SIZE
96"
X 96" 96"
X 96" PLy
G WINDOWS433
N MAKN ST.. PO BOX 559, POCKY
MOUNT, VA 24151 540.
84430 FX: 540-464-66413 ib
m
sL ,
y to
m H O
Q Z lii
7
owH)aq F
F44v~qi4 mZLUFFm--,, d
m iJ
Fqt mo
U)
z
TABLEOFCONTENTSSHEET
REVISION SHEET DESCRIPTION H A
IN57ALLATION d GENERAL NOTES FFIZO--
111L
ELEVATION
6 ANCHOR LAYOUT U 2 - 3 -
VERTICAL SECTIONS Lu dj 4 -
HORIZONTAL SECTIONS d, GLAZING DETAIL w U
Digitally
signed by Hermes F Norero, P.E. Reason:
I am approving this document Date:
2015.01.0213:02:52-05'00' DE5I6M
PRESSURE RATING SILL
OPTION DESIGN 1RE55LIRE W/
O SILL 1 t25/-50 PSF RISER
W/
SILL i .50/-50 PSF RISER
j MISSILE
IMPACT RATING 1
T 11J NOT
RATED ¢ o Z , 5c 2tj Z NOT
RATED A/063 1
OF 4
r
ELEVATION
20.75" MAX.
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3/2/2018 Florida Building Code Online
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Code Version 2017 FL# 9174
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search Kesuirs A ncanons
FL# IY.Pg Manuflituner Validated By. Stat4 F(_
9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Category:
Exterior Doors Jeffrey
P. Arneson, P.E. 904)
821-5200 Approved
Hitary
Subcategory: Sectional Exterior Door Assemblies APProveu
oy uorm. npP.vvma .ry Contact
Us :: 2601 Blair Stone Road ,Tallahassee FL 32394 Phone: 950-487-1624 The
State of Florida is an AA/EEO employer. Qpyri ht 2007-2013 State of Florida :: Priv 5tatemej :: Accgssibilitv_S m .n :: 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(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
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Product Appr2yA Menu > Product or Application Search a gp > Application Detail
FL # FL9174-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation
Address/Phone/Email 3395 Addison Drive
Pensacola, FL 32514
850)475-6197
Mark_Garon@Overheaddoor.com
Authorized Signature Mark Garon
Mark_Garon@Overheaddoor.com
Technical Representative Mark Garon
Address/Phone/Email 3395 Addison Dr.
Pensacola, FL 32514
850)474-9490
Mark_Garon@Overheaddoor.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Gordon Thomas
Evaluation Report
Florida License PE-46718
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Jeffrey P. Arneson, P.E.
d: Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL9174_R12_COI_Gordon Tomas COI 2017.PDF
Standard Year
DASMA-108 2012
DASMA-115 2012
Florida Licensed Professional Engineer or Architect
FL 174_R12_Equiv_ D2017-001R2 Evaluation Report - FL 9174.PDF
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojn i0heH%2bKagdfe2PanfKY7e2Oj77uQa/o3d%3d 1 /5
3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/11/2017
Date Validated 01/02/2018
Date Pending FBC Approval 01/02/2018
Date Approved 02/13/2018
Summary of Products
FL # Model, Number or Name Description
9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +26.90/-30.80
Other:
Installation Instructions
FI 9174_RI2_LI_0,228-318958-P8_ -Of-
FL9174_R12_U_307494_PI I_Track_SS p m n—Chart_s_gneed..pdf
FL 174_R12_II_ 32462 0_PL am _Con nection—Supp_sig d df
Verified By: Gordon Thomas FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_R12_6g_WD2017- O1R2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.30/-17,00
Other: Doors with glazing shall not be used in the wind-
Installation Instructions
FL9174_R12_II_0229-31895 P9_S pdf
FL9174_R12_U_3307494_P1_j[0&k_5Mp_plgment—Cb&q_signetpdf
FL9174_R12_II_324620_P16 _aUpp
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Evaluation Reports
FL9174_ 12_M_WD2017-OO1R2 Evaluation Report - FL 9174 PDF
Created by Independent Third Party: Yes
9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +25.90/-28.80
Other:
Installation Instructions
FL9174_Rj2_U_0230-318960-P10_5,r df
FL917 _RI2_U_30749
FL 174_R12_II_324620_P16 Jam _Connection_5gp_p igned.pdf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_R12_A_WD2017-00IR2 Evaluation Report - FL 9174 PDF
Created by Independent Third Party: Yes
9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only
no glazing available.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +30.00/-33.50
Other: Doors with glazing shall not be used in the wind-
Installation Instructions
FL9174_Rj2_U_Q231-3189 6--P6_S.Ddf
FL917 R12U30749
FL9174_3I2_U_32462 12_ t140 _`aSdRR_ 9 d P
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Evaluation Reports
FL9174_R12_AE—WD2017-001RR Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21", Glazing
available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +43.20/-49.60
Other:
Installation Instructions
FL9174_R12_U_0234-31,9022-P6_5—.pdf
FL917 _Rl2_U_30749
FL9174_RI22_U_32462Q_P16 Jam 4_QgDDgction SuiRR_tigned-p&f
Verified By: Gordon Thomas P,E, FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_R12_AE_WD2017-00IR2 Evaluation Report - FL 9174,PDF
Created by Independent Third Party: Yes
9174.E 5120 / 6100 / 9100 #0235 16' Max width, 8' Max height. Max section height 21". Glazing
available in top or intermediate section.
hffps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 2/5
3/2/2018 Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174_R12_U_0235- 19023-P7_Sp,if
Approved for use outside HVHZ: Yes FL2174_R 12_Li_ 74 _P11_1r4ck_5_Vppl m n _Qh.Aq_ igned pdf
Impact Resistant: Yes FL 174_R12_II_31904 _ELEgg pdf Design
Pressure: +39.20/-43.70 FL2174_R12_tI_ 32462 = 16 )am nnectian_Supp_ igned.pdf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created
by Independent Third Party: Yes Evaluation
Reports FL9174_
R12_M_WD2017-Q0IR2 Evaluatlgn Report - FL 9174.PDF Created
by Independent Third Party: Yes 9174.
7 5120/9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available
in top or intermediate section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL2174_Rl2_U_0232-318999-P6_5--pdf Approved
for use outside HVHZ: Yes FL9174_RI2_Il_ 74 4__R}_Track_Suppl-ent_Ghart_9gned•Pdf FL917 _
RI2_U_324624P16 jam_Gonnectian_ _ gP P& ImpactResistant; Na Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +12.40/-13.80 Other:
Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne
debris region unless protected or unless structure is Evaluation Reports designed
as partially enclosed or door is a replacement FL9174_R12_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF Created
by Independent Third Party: Yes door. 9174.
8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available
in top or intermediate section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL9174_Ri2_U_0233-3j9QQQ P§_5.pdf Approved
for use outside HVHZ: Yes FL9174_R 2_ _ 74 _P11_Trank_iuppl m -- _Chart_AnnP pdf FL917 _
R12_U_324 24_PP16 )am _Connectian_5upp_jgngd.pdf ImpactResistant: No Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +18.50/-20.70 Other:
Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne
debris region unless protected or unless structure is Evaluation Reports designed
as partially enclosed or door is a replacement FL9174_R12_AF_WD2017-Q01R2 EvaluaSig_n Report - FL 2174.PDF door.
Created by Independent Third Party: Yes 9174.
9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available
in top or intermediate section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No F 91, 174_RI2_U_0236-319024-PZ_5-pdf Approved
for use outside HVHZ: Yes FL9174_RI2_ti_ 74_P11_Track_SSlplZlement_QbAq_slgn.ed.PSlf FL9174_
Rl2_U_319Q44_P1 Post Istall_ ns rU i ns_s5jgned.pdf ImpactResistant: Yes F1
7F_4_R 2_it_32_2= t141I_SMp _Slgnt.d.Pdf ResignPressure: +30.00/ 33.50 Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created
by Independent Third Party: Yes Evaluation
Reports FL9174_
FR12_gF_WD2017-QQ1R2 Evaluation Report - FL 9174.PDF Created
by Independent Third Party: Yes 9174.
10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available
in top or intermediate section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL2174_R12_U_0237-319Q25-P7_Spdf Approved
for use outside HVHZ: Yes FL9174_R _Ij_ 74 4_Pj _Track_Sgp m n _QbAq_C ned.pdf FL9174_
RI2_U_319040_PI Post Istall_ n r csjons_ g Pf ImpactResistant: Yes F_
f217 _R12_II_32 ,Q_ _QgaatS.S!4-rL-5 p ti9A&4 P f DesignPressure: +39.20/ 43.70 Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created
by Independent Third Party: Yes Evaluation
Reports FL
174_Rl_AE_WD2017-QQIR2 Evaluation Report - FL 2 74.PDF Created
by Independent Third Party: Yes 9174.
11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600
available in top or intermediate section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL9174_R12_II_0600-319026-P5_S.pdf Approved
for use outside HVHZ: Yes FL917 _R12 _U_ 7494_P"_Track_S p ment_Chart_signgd p f FIa217 _
R12_ d_32 2Q R16 Jam _CSQOec4!4n_` pR_ gP P& ImpactResistant: No Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +26.90/-30.80 Other:
Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne
debris region unless protected or unless structure is Evaluation Reports designed
as partially enclosed or door is a replacement FL9174_R12_ _WD20I7-Q0JR2 Evaluation Report -, FL 9174.PDF Created
by Independent Third Party: Yes door. 9174.
12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601
available in top or intermediate section. Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL9174= l2_IU_0601-319027-PS_S p f Approved
for use outside HVHZ: Yes FL9174_R12_II_ 07494_P11_Track_Suppllgment_Chart_signed.pdf https://
floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 3/5
3/2/2018 Florida Building Code Online
Impact Resistant: Yes FL9174_ _LI_a2462 _EL6 amb_ConnectiQn_S_pu _p_signed•pdf
Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R1 A _WD2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.13 I5120/5140/6100/9100/9400/9600
0602
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.30/-17.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
16' Max width. 10' Max height. Max section height 24". Glazing
available in top or intermediate section.
Installation Instructions
L74_B12_II_0602-319Q28 P6_Sp1 f
FL9174_RI2—U_3Q749 P11_TT -UP-QA_QhP-q_s1gned-pdf
FL 174_RI2_II 32462Q_P1 m _onneetipo_S pp_ gned.odf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_IR_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing
0603 1 available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +23.00/-25.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
9174.15 I5120/5140/6100/9100/9400/9600
0604
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +39.20/-43.70
Other:
9174.16 5120/5140/6100/9100/9400/9600
0605
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.30/-17.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Installation Instructions
FL9174_R12_II_0603-319029-P6_Spdf
FL 174_R12_II_3 74 _P11_Track_Supp m nt_Chart_£igne .pdf
FL9174_R12_II_ 22462 _ 16 Jamb_Connection_Supp_sig -f
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_gl2_8F_WD2017-001R2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
16' Max width. 8' Max height. Max section height 24" Glazing
available in top or intermediate section.
Installation Instructions
FL9174_R12_11_0604-319030-P6_S pdf
FL9174F3Q7494_P11_Track_Supplemgnt_Ch rt_sig ned. pdf FL 174_
RI2_II_319Q4,Q_P1 Posts Istall_lnstructions_£gn_gd,,pdf FL9174_R12_
II_324620_P16 am _Connection agpp_signed. df Verified By:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes Evaluation Reports
FL9174_f
I2_AE_WD2017-001R2 Evaluation Report - FL 9174 PDF Created by
Independent Third Party: Yes 18' Max
width. 10' Max height. Max section height 24". Glazing available in
top or intermediate section. Installation Instructions
FL9174_Rl2_
II_Q605 3190 1-P_S pdf FL 1
4_R12_II_49 _Pil_Track_ip m n _Chart £ignesLpdf FL9174_R12_
II_324 2 _P16 Jamb_Connectian_agpp signed. df Verified By:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes Evaluation Reports
FL9174_RI2_—
LVD201 001R2 Evaluation, Report - FL 9174.PDF Created by
Independent Third Party: Yes 9174.17
5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 1
available in top or intermediate section. Limits of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
No Design Pressure: +
30.00/-33.50 Other: Doors
with glazing shall not be used in the wind- borne debris
region unless protected or unless structure is designed as
partially enclosed or door is a replacement door. 9174.
18 (
5120/5140/6100/9100/9400/9600 0609 Limits
of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
Yes Design Pressure: +
39.20/-43.70 Other: Installation
Instructions
FL9174_R12_
II_0606-319032-P7_S pdf FL 174_
R12_II_30749 _ 1 ]_Track_ppl m n _Chart sig d f FL9174_R12_
II_319004Q_P1 Post Istall_Instrugtions_s;i ned.pdf FL9174_R12_
II_32462p_P16 Jam Connection_S-P_signed df Verified By:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes Evaluation Reports
FL9174_W_
AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by
Independent Third Party: Yes 18' Max
width. 8' Max height. Max section height 24" Solid only - no glazing
available. Installation Instructions
LF 91,
74_Rl2_II_0609-319035-P6_Sdf p FL9174_R12_
II_3074 4_P11_Tr3ck ii_ppl mn _Chart signed df FL9174_R12_
II_31904 _P1 Post Istall_Inskruc ions_signe .pdf FL 174_
R12_II_324620_P16 jam _Connection SZi pp_signed.pdf Verified By:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes httos:Hfioridabuildina.
orq/i)r/i)r app dti.aspx?param=wGEVXQwtDqufl1JRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 4/5
3/2/2018 Florida Building Code Online
Evaluation Reports
FL21_R_AE_WD2Q17-0QJR2 Evaluation import - FL 9174.PDF
Created by Independent Third Party: Yes
9174,19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Ft 17_4_RI2_II_0608-319034-P5_S pdf
F9174_RI2_II_307494_PP11__Track_S m nt_Chart_igne df
FL 174_R12_II_324620_P16 Jamb_Connection_aUp,_signed.pdf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door is a replacement FL9174_R12...6K_WD201 7-0Q1R2 EvaluatioD Rgport - FL 2174 PDF
Created by Independent Third Party: Yesdoor.
9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Na
FL2174_R12_II_0 7-319033-P6_S.pdf
FL 74_R12_II_a07494_PI1_Traek_Supplemen _Chaq_signed.pdf
FL9174_R12_II_ 234620_P16 Jam b_Cgnnection_ ipp_ igne pdf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure is Evaluation Reports
designed as partially enclosed or door is a replacement FL917_R,17_M_WD2017-001R2 EvaluatiQn Report - FL 2174 PDF
door. Created by Independent Third Party: Yes
ElNext
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. gopyright 2007-2013 State of Florida.:: Privacy tatement :: Acc si ility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
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https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojni0heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 5/5
REVISIONS
aL*-
SHORT GLAZED PANEL OPTON - .090" MINIMUM
B GLAZING IN MOLDED FRAMES SCREWED TOGETHER
TH A MINIMUM OF (6) #Bx1' SCREWS INSTAL I ED IN
N' OR INTERMEDIATE SECTION (WITH OR WITHOUT
CORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN
RESSLIRES SHOWN ON THIS DRAWING. GLAZING
TALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A
AAMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT
ESISTANT AND DOES NOT MEET THE REQUIREMENTS
DR MIND -BORNE DEBRIS REGIONS.
LONG GLAZED PANEL OPTION - NOT AVAILABLE
ITH THIS OPTION CODE.
VINYL OR WOOD DOOR STOP NAILED A MAXIMUM
IF 6" O.C, MUST OVERLAP TOP AND 130TH ENDS OF
PANELS MINIMUM 7/16' TO MEET NEGATIVE
RESSURES.
4, KEY LOCK, SLIDE LOOKS, OR OPERATOR REQUIRED.
i. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN
LACE POLYURETHANE FOAM INSULATION CHEMICALLY
30NDEO TO 30 GA MINIMUM FACER STEEL AND A
POLYLAMINATE OR 32 GA STEEL BACKER. END CAP
TO HAVE A MINIMUM 1.4" DEPTH.
6, THE DESIGN OF THE SUPPORTING STRUCTURAL
ELEMENTS SHALL BE 111E RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR 114E BUILDING OR
STRUCTURE AND IN ACCORDANCE WITH CURRENT
BUILDING CODES FOR THE LOADS USTED ON THIS
DRAWING.
7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL
GRADE LUMBER. REFER TO JAMB CONNECTION
SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
STRUCTURE.
8. LOUVER OPTION - .040" MINIMUM LOUVERS IN
MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM
OF {6) [6x1" SCREWS INSTALLED IN THE BOTTOM
SECTTIION. LOUVERS ARE NOT IMPACT RESISTANT AND
DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE
IDEBRIS REGIONS. LOUVERED SECTION REQUIRES
1
OPERATOR STILE TO BE FACTORY INSTALLED AT THE
1111 CENTERLNE OF THE DOOR.
SUPERIMPOSED DESIGN PRESSURE
DOOR I HOOT 1 UNIFORM LOAD EACH JAMB (PLF)
JOHN E. SCATES. PE
3121 fAIAGATE DR,
CARALLLTON, Tx 75007
fL PE 51737 TX PE 563G5/f2Z03
D ONLY FM
VFWrAT" OF gYAtMLoAD CONSTRUCTON DETAILS
13 GA HOMZ ANGLE
13 GA FLAG ANGLE
I6 GA MIN NOR] TRACK
5/18x1-5/8'
LAG SCREWS
MINSHOWN)
16 CA MIN VERTRACKr— T
5/16x1-5/8" LAG
SCREW AT EACH
JAMB BRACKET
1/4-204/16' TRACK
BOLT AND 1/4-20 HEX
NUT AT EACH JB JAMB
BRACKET LOCATION
15 GA STIFF!
JAMB BRAG
SEE SOHELDUIE
QUANITY. LOCA
AND
KEY LOOK OR SUDE LOCK -
BOTH ENDS (NOT REQUIRED
WITH OPERATOR - SEE NOTE
4.). SLIDE LOCK SHOW RTYFIOR
NOTE* (4) SECTION SOLID
DOOR SHOWN. SEE SHEET 2
FOR U-BAR LOCATIONS ON
DOORS WITH OTHER SECTION
QUANTTES AND SEE NOTE 1
ON THIS SHEET FOR GLAZINGOPTIONS.
SEE U-BAR NOTE ON SHLLI
2 FOR U-BAR INSTALLATION
GA END CAP
NOTE, (5) CENTER HINGES PER JOINT
REQUIRED ON DOOR WIDTHS GREATER THAN
12'-0'. (3) CENTER HINGES PER JCNT
REQUIRED ON DOOR WIDTHS LESS THAN OR
EQUAL TO 12'-O'.
FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/k-Nb' TRACK BOLT AND NUT.
FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLLOT,OT, NO ADDITIONAL HARDWARE NEEDED 70 ATTACH TO TRACK. DOORS WITH HIGH LIFT, ROOF PITCH. AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS.
APPROVED SIZES SC
STATIC PRESSURE RATINGS
an DESIGN (PSF): +25.90/-28.80 MAX WIDTH. 18'-0'
TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRLr
Balton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21 ICH
MODELS 5140/9400/9600
ONS30N OF OVERHEAO DOOR CDR
LLiPENACOAFLORIDA WINDLOAD SPECIFICATION OPTION CODE 0607 IAS)
474-9690 _ UCTURE
AND RIFLED
NUMBER OF TENERS
AND CENTER ES
REQUIRED FOR i RROWER
DOOR WIDTHS. 3
5/10/06 MODIFIED
NOTE 5 TO 1TE
THAT LOUVERS E
NOT IMPACT SISTANT.
T
6/6/07 MODIFED
JAMB ACKET
SCHEDULE FOR T
OPTION. ADDED LHR ACK
DETAIL SHEET 2. T
4/17/08 I
ADDED TEXAS LICENSE UMBER
TO T17LE BLOCK. iANGED
LOUVER NOTE. CREASED
MAX HEIGHT 6'-
9". ADDED HIGH FT
AND ROOF PITCH RACK
NOTE. RT
4/29/09 5
UPOATEO TITLE BLOCK RT
5/4/10 g,
silt: DATE
N MRB
SHEET
1 OF 2 DRAWING
PART NO. REV. 319033
P5
REVISIONS
PLACE U-BAR OVER INTEGRAL RO 13 GA ADJUSTABLE
GA ADJUSTABLE TOP yA71.H THE (8) PRE -PUNCHED
TOP FIXTURE
T13R£ ATTACHED TO . - - HOLES EACH END FACING UPWARDE-PUNCHED HOLES
BOTTOM OF U-BAR AND ATTACH T}tlRU
ENDL
TH (2) 1/4-14x5/8' EACH END PATH i2) 1/
MMPTITE SCREWS SELF DRILLING CRa4PTITFOR
STANDARD TRACK1/4-14x7/8" SELF DRI5 CRIMPTTTESCREWSFOR • 0" HEADROOM
TRACK (2 ARE
USED TO ATTACH BRACKET
AS SHOWN). LOW HEADROOM TRACK DETAIL. _A DETAIL _A 3
GA ROLLER SLIDE ATTACHED TO RE -
PUNCHED MOLES W T OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH END
IiPWARD
A?H {2) 1 i-14x5/8' CRIMPTITE SCREWS. G
HOLE IN SLIDE TO ENSURE AND ATTACHHOLES FACINGTHRU ND IS£
NE ROPERALIGNMENT OF ROLLERS SCAP ELFAT EACH DRILLING
CRIMPTITEND WITHSCREWS(SCREE 14x7/8' EYfFP'nON;•
L' U-BAR PLACED OVER TOP 5 GA
HINGE ATTACHED / RIB ON THE BOTTOM 'SECTION SHALL ONLY MTH (4)
1/4-14x5/8' / BE ATTACHED THRU END CAP AT EACH RIMPI7TE SCREWS (
2 OF nIMP ENDWITH (1) 1 4-14x7/8" SELF DRIWNG ON THE
ARE FACTORYIIIHICHCRIMPTITESCRWLOCATEDOFTHE
U-8AR ATTACHED) BOTTOMFLANGETOANCES
OF @4SSTTAALLOSCREWS AETTHEENDSTHEIRED2" NYLON STORMGARD
U_BARS, ALL U-BARS SHALL BE ROLLER PATH INSTALLED
ON SECTIONS PRIOR TO 4-1/2"
STEM INSTALUNG ROLLER SLIDES AND TOP DETAIL 9 FIXTUREONTHEU-BARS. SEE ATTACHMENT NOTES ON
INS SHEET. 18 GA HINGE
ATTACHED PLACE U-BAR
OVER INTEGRAL RIB AND
ATTACH WITH (6) 1/
4-20x5/8" WITH ((2)) 1/4-20x5/8' THRU CRIMP11TE SCREWS (2OFWHICHAREFACTORY
CRIMP TIfE SCREWS
PRE -PUNCHED HOLES
AT ATTACHED, 3 OF
WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED
INTO LOCATION (I THRU FLANGE TOP LEAF, AND
1 OF OF U-BAR AND BOTTOM WHICH IS FIELD
INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED
HOLE L .- WEB OF U-BAR AND IN U-BAR)
INTEGRAL RIB OF SECTION) f z N
2 GA BOTTOM
BRACKET ACTORY ATTACHED WITH
o LACE U-BAR OVER INTEGRAL RIB WITH 3) 1/4-
144/8' NOTCH DOWN TO CLEAR BOTTOM RIMPTITE SCREWS BRACKET
AND ATTACH THRU END CAP AT EACH END
WITH (1) 1/4-14x7/8" SELF DRLUNG CRIMPTITE
SCREW AS SHOWN AND USE (
1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW
ACROSS THE BOTTOM OF THE
BOTTOM U-BAR AT EACH PRE -PUNCHED
HOLE AT EVERY DETAIL El HINGE
LOCATION. USE (1) 1/4-204/5" CMMP717E SCREW AT
ALL OTHER PRE -PUNCHED HOLE
LOCATIONS N E. SCATES.
PE 3121 FNROATE DR.
CARROLLTON, Tx 75007
FL PE 51731
TX PE 55398/F2203 PROFESSIONAL OCno ONLY
FOR ffiGAON OF WNGLOADGONRUNDETAILS, 5) SECTION DOORS
WITH (6) 80
KS U-
BARS LOCATED OVER INTEGRAL
RIBS AS
SHOWN-- ---- 4) SECTION
DOORS
PATH (5) 3",
18 GA, 80 KSI U-
BARS LOCATED OVER INTEGRAL
RIBS AS
SHOWN — It R_
A2
ATTACHMENT NOTES 1. ALL U-
BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED11-RU PRE -PUNCHED HOLES PATH (2) 1/
4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (
2) 1/4-14x7/8" SELF DRILLING CRINPTITESCREWSATEACHENDCAPEXCEPTBOTH U-
BARS ON BOTTOM SECTION - SEE DETAIL B AND
D THIS SHEET). (2) 1/4-14x5/8" CRIMPTiTE SCREWS APPROXIMATELY
MIDWAY BETWEEN END OF DOOR
AND INTERMEDIATE HINGE LOCATION,. AND (1) 1/
4-14x5/8' CRIMPTITE SCREW APPROXIMATELY e' FROM
EACH END, FOR DOOR WIDTHS GREATER THAN
I2'-O", THERE SHALL BE A TOTAL OF (20)
SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-
BARS ON BOTTOM SECTION SHALL HAVE A TOTAL
OF (18) SCREWS EACH, FOR DOOR WIDTHS LESS THAN
OR EQUAL TO 12'-0-, THERE SHAH BE A
TOTAL OF (16) SCREWS ATTACHING EACH U-BAR
EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE
A TOTAL OF (14) SCREWS EACH. 2, WITH
THE
EXCEPTION OF THE (6) PRE -PUNCHED HOLES IN THE
TOP OF EACH END USED FOR ATTACHMENT OF THE
ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLESINTHEBOTTOMOFEACHENDUSEDFORTHE
ATTACHMENT OF THE TOP.FIXTURE AND UNLESS NOTED
011HERPASE ON THIS SPECIFICATION DRAWING, ALL
PRE -PUNCHED HOLES IN ALL U-
BARS SHALL BE ATTACHED TO 1NE DOOR WITH 1/4-
14x5/8' CRIMP71TE SCREWS, 3. IS GA
U-BARS SHALL BE STAMPED "46' APPROXIMATELY 8' FROM
EACH END, STATIC PRESSURE RATINGS
APPROVED SIZES SC Wayne® DESIGN (PSF): +
25.90/-28.80 MAX WIDTH: 16,-0" t TEST (PSF): +
38.
85/-43.20 MAX HEIGHT: B'-9" DR Dal#On IMPACT/
CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CH 1 a. MODELS
5140/9400/9600 DIVISION OF OVERHEAD
DOOR COR 3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
WINDLOAD SPECIFICATION OPTION CODE 060 IUCTURE AND V;
3FI£0
NUMBER OF 3TENERS AND CENTER
GES REWIRED FOR
RROWER DOOR WIDTHS.
B 5/10/
06 MODIFIED NOTE 8
TO ATE THAT LOUVERS
IE NOT IMPACT
SISTANT. IT 6/
6/
07" 5 MODIFED JAMB
RACKET SCHEDULE FCR
IT OPTION., ADDED
LHR TACK DETAIL SHEET
2. RT 4/17/
08 4 ADDED TEXAS
LICENSE UMBER TO TITLE
BLOCK, HANGED LOUVER NOTE.
CREASED MAX HEIGHT
0 8'-9".
ADDED HIGH IFT AND ROOF
PITCH RACK NOTE, AT
4/29/
09 S UPDATED TITLE
BLOCK RT 5/4/
10 i T.S.
SIZE:
A DATE NAME 3/
8/O6
GRT Di 4/6/
06 MRD SHEET 2 OF
2 DRAWING PART N0.
I REV. 319033 P5
PUCE PLATE LOCATION
SEE SCHEDULE
14' k|| |
MAX
CLIP DETAIL
CLIP LOCATIONS
SEE SCHEDULE
12^
MAX 1.1 `^-TxxCx
l
CLIPS TO BE EITHER
RIVETED, BOLTED. OR
WELDED. SEE DETAILS
THIS PAC[.
JOHN E. SCATES. PE
PE 51737 TX PE 56305/FZZ03
FRMSS'DNAL ENGINEER'S SEAL FROIADED ONLY FOR
13 GA MIN
C0NTINUOC
WALL ANGI
11GA MIN
CLIP SEE
SCHEDULE
13 CA WIN
CONTINUOUS
WALL ANGLE
4^ X
7/1O 3Ew|
TUBULAR
R|mTS-`
13 GA MIN
CONTINUOUS
WALL ANGLE -
1/4"-20 TRACK
OR CARRIAGE BOLT
WITH 1/4^-20 NUT
TYPICAL CL
BOLTING DETAIL
1/4"-20 TRACK
OR CARRIAGE BOLT
WITH 1/4^-20 NUT
TYPICAL CLIP
EIVETING DETAIL
11GAMIN CLIP SEE
SCHEDULE 1/
4"-20 TRACK OR
CARRIAGE BOLT WITH
1/4^-20 NUT TRACK
TYPICAL
WELDING
DETAIL DESIGN
PRESSU MAX
DOOR
MAX PSF WIDTH
uan;
o7n TRACK
SUPPLEMENT VCHART (650) 474 9891) UPDATED
STEEL EXPANDED
1-1/2- TO 8-
DOOR THICKNESS RT
UpmwHIGH. UPDATED
TITLE SHEET
1OF2
2 3/4" t1"
EDGE DIST
11
E60XX MIN.
1 8 2-24
1 /8 2- 24
TOFTRACK
MIN 3/16"
LTKSTEEL
FOR,/
16" x 1-WALL ANGLAGSCREW
QUIVALENTIIN 2 x 6 NTRACK CLI;
PF (G=0.43ETTERAT1/4-2Ox9-
IOLE OR PABO-IOLE
LOCAT1/4-20 H MOUNTING
TO WOOD JAMB DETAIL 2
3/4" OPTIONAL WALL ANGLE MAY BE MIN
EDGE DIST ATTACHED TO SUPPORTING STEEL d--
WITH MIN. (1) 1/4-20x7/8" SELF 47
DRILLING SCREW WITH 1" O.D. WASHER
AT EACH HOLE OR PAIR OF HOLE
LOCATIONS IN LIEU OF WELDIN( n
e 5
o. q C
q'
Ad
3/
8" SIMPSON TITEN HD, 2-
3/4" MIN EMBED INTO MIN
2000 PSI CONCRETE AT
EACH HOLE OR PAIR OF
HOLE LOCATIONS WALL
ANGLE 1/
4-2Ox9/16" TRACK
BOLT AND CONCRETE
MOUNTING DETAIL 1/
4-20 HEX NUT TRACK
CLIP JDHN
E. SGATES. PE 3121
FAIRGATE DR. CARROLLTON,
TX 75007 FL
PE 51737 TX PE 5530/1`2203 PROFEWONAL
ENGINEER'S A VEPFX'.
ATION OF 1IN"AD CONSTRUCTION GETAdS MODELS
6100 8300 8700 1-3 8' TO 1-5 8" THICK DOOR
CLIP #'S FROM BOTTOM"TOPPKATEHEIGHT 0"
4, 4, 4, 4, 5, 6'0"
4, 4, 4, 4, 5, 6, 6g'-0" 4, 44, 4, 5, 6, 6, 710'-0"4, 4, 4, 46 67711'-0"4, 4, 4, 4, 5, 6, 6, 7, 7, 912'- 0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 4, 4, 4 4
5, 6, 6, 7, 7, 9, 9, 9 12 ad'-n" 1 4.
4. 4. 4. 5, 6, 6, 7, 7, 9, 9, 9, 9 12 9100 9400 9600 9700
9800(1"THICK CLIP #'S FROM BOTTOM
TO TOP p A E #44 KMODELS 44 6
4444, 4, 4 6
4, 4, 4, 4, 4, 4, 4
6 in,-n" I a 4_ 4. 4.
4. 4. 4. 4. 4 6 Wagne" ldlton p 3395 ADDISON DRIVE. TRACK
SUPPLEMENT
CHART
P"'(
50)SACOL474-989032514
REVISIONS 2 INCH ACK-
CUPS-
TEXAS
LL ANGLE
12
FOOT DATED
J 5/11/
03 S UPDATED FORMAT,
CREASED
ALLOWABLE iESSURES TO 46.
D0/-52.00
PSF FOR
L DOOR
WIDTHS. 4ANGED "TEXAS WALL NGLE" TO '
CONTINUOUS ALL ANGLE',
ADDED UBSTRATE MOUNTING
ETAIL, CHANGED 70
TEN HD ANCHORS
RT 4/
2/07 4
CHANGED FORMAT. ADDED
MODELS 9800 NO 8024
WITH OVERLAY 0
TRACK CUP CHEDULE.
RT 8/21/07
15 UPDATED MODELS
JSTED
IN CHARTS. JPDATEO SPLICE &
CUP SCHEDULES. LP
9/05/07
16 UPDATE MOUNTING
UPDATED
CHARTS TO 11NATE THE
USE OF 8
CUP (REPLACED H #
9 ACROSS THE RD).
10/24/07
UPDATED STEEL UN,nNG
DETAIL
B 04/11/
08 EXPANDED
1-1/2-
TO 3/8" DOOR
THICKNESS ART UP TO 14'
HIGH, T 12/11/
08 D ADDED MODEL 5700.
DATED T17LE BLOCK T
6/2/10 DA
SHEET 2 OF
2 DRAWING PART NO.
REV.
307494 P10
A Division of Overhead Door Corporation
Jamb Connection
Supplement
This document provides a series of connection schedules and basic detailing concepts for the
connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document.
PM 324620
Rev. P16
SCHEDULE
5/16" DIAMETER LAG SCREWS
0011111///.//
Q
l GENsF Fts /`e
1
No.0737 ,
p STATE OF : A_j
tI
SION ` `
I/111 III
1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2-O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE, WN IN2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
DIVIDED BY 2. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT)
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16ft
LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE, IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. E RESPONSIBILITY OF THE BUILDING DESIGNER6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOL
7. MIINIMUM EDGE DISTANCE SOHALL BE 1/2RTHEJAMBMIINIMULOADIMFASTENERSPACINGSHALLBE
STED IN ABOVE TABLE AS i-1/2 ,
PER NOTE 3.
AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING.
8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1.
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:56:33 -06'00'
A raved
John E. Seates, P.E.
3121 Fair -gate Dr.
Carrollton, TX 75007 Revision PI
FL PE 51737 TX PE 56308/F2203
SCHEDULE2
16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS
Sc'j"
N
p,;
No. 0737
p'• STATE OF .ZZ
ZOR pP•• e,2N- .
Fs%toN111
1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2, NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH AMINIMUMOFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft
4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. RESPONSIBILITY OF THE BUILDING DESIGNER6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLEANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.
Digitally signed by John E. Scates, P.E.
Approved
Date: 2015.02.20 09:5658-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308IF2203
SCHEDULE
3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. EIGHT CONCRETE
Sc
t4o. 51737
STATE Orr
ZZ,
s01NA%- \X
1, BASED ON 318"OA307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2"O.D. VVAZ:jt1t=r1WITHAMINIMUMEMBEDMENTDEPTHOF3- AND A MINIMUM EDGE DISTANCE OF 3'. 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB, ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30pst
DOOR WIDTH =16ft
LOAD PER JAMB = 30pst x 16ft/2 = 240lb/ft
4. CHART IS BASED ON 6'-6- MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3.
Digitally signed by John E. Scates, P.E.
A roved
Date: 2015.02.20 09:57:27 -06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
SCHEDULE4
3/8" 0 SIMPSON TITEN HD SCREW ANCHORS
No. 51737
STAB Orr w
ON;;
1,\\
X
1. BASED ON 3/8.0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16ft
LOAD PER JAMB = 30psf x 16fU2 = 240lb/ft
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
6 LDOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF
UMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE.
CIFIG GRAVfTY>=0.42)
IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:58:01-06'00'
Approved
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
SCHEDULE5
3/8" 0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR
No. 0737
STATE QF :
f wZZ
0
s Ft N\
s
ON \
1. BASED ON 3/8"0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WhJuti IUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 4.
ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16ft
LOAD PER JAMB - 30psf x 16fU2 = 24011a/ft
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPER
8, SCREW ANCHORS SHALL BEINSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS.
NOTE 4.
Digitally signed by John E. Scates, P.E.
Approved
Date: 2015.02.20 09:58:27-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
agree
Calton
3395 ADDISON DRIVE
PENSACOL& FLORIDA 32514
BSO) 474--9a9O
No. 51737
a'. STATE OF 04 1•
A
PLOR%O"-- (f.
Digitally signed by John E Scates, P.E.
Date:2015.02.20 0958:53.06-00-
Jg41 E SCATR PE
sIa FAMGATE al
NtaIXl1M t} ]30
n PE sim Tz PE sasD>p'z s
A vir n olµi 6 Ms WNSiRVwcnA s
6" M
DOOR W@TH i
MINMUM 2x6 R3 E NEARER LRCK
SOUTHERN PINE BRACKET
LUMBER
2-3/4"
2) 3/4" SIMPSON TITER NO SCREW
AAASTHERFANDMIMMUMEMBEDMENTfN:P
2-3/4" AND A MNMUM EDGE
DISTANCE OF 2-3/4".
DFTA91
DunT:. MA%IMUM RESIGN LOAD
CAFAGTY OF 20aS LDS
MWMUM 2.6 00 Q HEADER LOCK
SOUTHERN PINE BRACKET
LUMBER.
4`
4"
4) 3/B" S9APSON III NO SCREW
ANCHdR 1B1T1 A WASHER AND
A NOR "A EMBEDMENT DEPTH 01
AND A MRIIMUM EDGE
DISTANCE OF 4".
MINIM 2MID ( IT f9.. D CMLLNOTT•` MA%DNM REIGN 1&
CAPACITY OF 2400 LBS
MWtMUM 2s6 /3 BRA ER LOCKSWTHERNPINE
LUMBER
4" t"
j
4) 3/B" DIA. LAO SCREWS
1811, 1C-R1E/%4" P0. WASHERSAGSSHALLMINIMUMPENEIRATIONAVEOFA
1-9 INTOINTO THE MAW
g7SUPF
KiR T WEIEMBER.------^^--^^--
MA.A DESK N LOADCAPACITY (ff 2430 LDS. QRAYdi_
DRAWING PART NO. I
REV.
JAMB CONNECTION SUPPLEMENT 324620 P16
ptti ee®
alton
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
a50) 474 9890
C'a;///f
No.51737
i .0 4 STATE QF
ter=
Digitally signed by John E Scates, P.E
Date: 2015.02.20 09S926 -06.OU
JIII E SCAIEX FE31pFASNMIEOR
OMIUETpA TR ]SUI)
R. FE s1rn Tx FE ssxm(Nzm3
FRUFSSSIGNAI pIpllEpt'S SEAL FTI'AIEL m4Y FNRYERVICATKM (f SIM'ADW 0(E A0011IH PEfAAS
MIN 2 K 4 5PF (0 R.42) OR aERTTR WAU, STDP
APN 2500 F9 CDNCREIE N jE; MA7( µEPWABI,f FASiERER 4RAD NAY
GDIE MA% AtLOWA&E FASTF,NER E7NCFFD THE OESTON IDAD OF 7HE STRUCRlRE
WAP MAY EXGEkR THE PESIGN RESIGN PF SUPPdiIING STFtUCTINRE SII/J1. '
KAo pRFR 1F STPNUCNRE RE510lI 2 3/4' THE SCKE RESF'Gt9P1UlY OF THE PRQFFS90t1A1
0 SIRIICNRE SNN.L AIIN FFl`£ OISf. PF RECPRP FTM2 THE STRUCTURE ^
1 A FXIEWUIc /
a.
HOOD BACK INTERIOR
3/B' SIMPSON '"YEN HD,
2-3/4' 11W pIBE0. MUI
B'DOACHBRACliMTIMREJAMBLOCATKN
8RA0 T 1/4_20d/16'
1 (4^ 20AI/1M1'— TBA(2C aM" ANDTll. T
1/4^20 HEX HU
1EX4-20 H
TRACK
TRACK aM+TMG DFTAA
X 420 R PEf{ I,D FASIE/IETt
DRAWING PART NO. REV.
JAMB CONNECTION SUPPLEMENT 324620 P16
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AFL* M1YTyn vanufAgturer VAlidated By Status
FL16103-R9 Revision Ply Gem Windows
Category: Windows
National Accreditation & Management Institute
804)684-5124
Approved
History
Subcategory: Single Hung
Approves Dy UUVK. Approvdis uy uorm mrdn uc ,ev.ow,., ,.. ."„,4 ..r "„" ... ..............
Contact Us :: 260tl lair 4tone Road, TallahassCe F 3 2399 Phone• 8J0-487-1824
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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 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 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 here .
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Safe
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FL # FL16103-R9
Application Type Revision
Code Version 2017
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 Ply Gem Windows
Address/Phone/Email 433 N. Main St.
Rocky Mount, VA 24151
614)532-3596
luanne.harris@plygem.com
Authorized Signature Luanne Harris
luanne.harris@plygem.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/20/2017
https:l/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 1/3
2/14/2018 Florida Building Code Online
Date Validated 12/21/2017
Date Pending FBC Approval
Date Approved 12/27/2017
Summary of Products
FL # Model, Number or Name Description
116103.1 1 Ply Gem 1500 I Single Hung, Non -Impact (Alt. Substrates)
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 installation detail for sizes, configurations and
ratings.
Certification Agency Certificate
FL16103_R9_C_CAC_N1011350.01-R3.pd
FL1610 _RQ_C_C,_AC_NI011350,02 R3.gt
FL1610 R _C_CAC_NIQ1135004-R3,Pdf FL1610 _
R9_C_CAC_NI011350.05-R4.pd FL1610_
R9_C_CS_NI011350.06-R3,pdf FL1610 _
R9_C_CAC_UIQ 1 13 50.07-R3. pd FL16103_R9_
C_CAC_NI011350.08-R5.pdf FL16103_R9_
C_CA;_NI01;1350.11-R4 pdf FL16103_R9_
C_CA_NI011350.16-R3.pdf FL16103_R9_
C_C_AC_NI011350.20-R3 pdf FL16103_RQ_
C_C&;_NI011350.21-R pdf FL16103_R9_
C_CAC_NI011350 22-R4 pdf FL16103_R9_
C_C_,AC_NI011350.25-R3.pdf FL16103_R9_
C_CAC_NI013370.02.pdf FL16103_R9_
C_CAC_NIy013370.03.pdf FL1610 _R9_
C_CAC_NI013370.04.p_df FL1610 _3Q_
C_CAC_NI13370.05,p_df FL150_U_
C_C.9C_14141370.06.p Quality Assurance Contract
Expiration Date 04/30/2020
Installation Instructions FL1610 _
R9_lf_
PGW181-C.pdf Verified By: National
Accreditation & Management Institute Created by Independent
Third Party: Evaluation Reports FL16103_
R9_AE_
v eport-PGW181-C:,pdf Created by Independent
Third Party: Yes 116103.2 1
Ply Gem 1500 1 Single Hung, Non -Impact (As Tested) 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
installation detail for sizes, configurations and ratings. Certification Agency
Certificate
FL16103_R9_C_
CAC_NI011350.01-R3.pdf FL16103_Rq_C_
CAC_N I011350.02-R3. pdf FL16103_R9_C_
CAC_NI011350.04-R3.12df FL16103_R9_C_
CAC_NI011350.05-R4 pd FL16103_R9_C_
CAC_NI011350.06-R3.pd FL1610 _R9_C_
CAC_NIQ11350.07-R3.Qd FL1610 _R9_C_
CAC_NI011350.08-R pd1f FL1610 _R9_C_
C6C_NI011350.11-R4.pdf FL16103_R9_C_
CAC_NI011350.16-R3 pdf FL16103_R9_C_
CAC_NI011350.20-R3.pdf FL161 3_U_
C_CAC_NI011350.21-93.pd FL1610 _R9_C_
CAC_NI011350.22-R4.pd FL16103_R.9_
C CA,C_NI011350.25-R3.df FL16103_R9_C_
CAC_NI013370.02.pdf FL16103_R9_C_
C6C_NI013370.03.p&f FL1610 _R9_C_
CAC_NI013370.04.p f FL1610 3_U_
C_C_AC_NI013370.05.pd FL16103_R9_C_
CAC_NI013370,06,pdf Quality Assurance Contract
Expiration Date 04/30/2020
Installation Instructions FL16103_
R9_II_
PGW198 AS TESTED,p 1d Verified By: National
Accreditation & Management Institute Created by Independent
Third Party: Evaluation Reports Created
by Independent
Third Party: 116103.3 1
Ply Gem 1500 1 Single Hung, Impact (Alt. Substrates) Limits of Use
Approved for use
in HVHZ: No Approved for use
outside HVHZ: Yes Impact Resistant: Yes
Design Pressure: N/
A Other: Refer to
installation detail for sizes, configurations and ratings. Certification Agency
Certificate
FL1610 _R9_C_
CAC_NI011350.12-R2.pd FL1610 _R2_C_
CAC_NI011350.14-R2.p f FL1610 _R9_C_
CAC_N1011350.24-R2.pdf Quality Assurance Contract
Expiration Date 11/30/2022
Installation Instructions FL1610 _
R9_II_
P9W183-B.pdf Verified By: National
Accreditation & Management Institute Created by Independent
Third Party: Evaluation Reports https://
fioridabuilding.org/
pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 2/3
2/14/2018 Florida Building Code Online
FL161 _R9_AE_EvalReport-PGW183-B.pdf
Created by Independent Third Party: Yes
16103.4 Ply Gem 1500
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: Refer to installation detail for sizes, configurations and
ratings.
Single Hung, Impact (As Tested)
Certification Agency Certificate
FL161 _RQ_C_CAC_N[011350.12-R2.gdf
FL16103_R9_C_CAC_N1011350.14-R2.pdf
FL16103_R9_C_CAC_NI011350.24-R2 pd
Quality Assurance Contract Expiration Date
11/30/2022
Installation Instructions
EL16103_R9_II_PGW184 AS TESTED.pd
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back rdext
Contact Us :: 2601 Blair Stone Road, Tal ahassea F - 3234 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Priva y Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
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 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 Nick here .
Product Approval Accepts:
MWFM99E
Credit
Safe
scrtlrit.,1I•Ticic
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXt110QOgbVYRG[TgUSzNzJCVvRgQvjVOzheKNA%3d%3d 3/3
PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW
NOTES:
1. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE
FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS
AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN.
2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE
USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS).
3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS
SPECIFIED IN THESE DRAWINGS, USE APPROPRIATE ANCHORAGE FROM TABLE I
ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3'
SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112" THICK, EMBEDMENT
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD
BUCKS WITH MASONRY ARE OPTIONAL.
5, WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS,
SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER
SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO
RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY
HAVING JURISDICTION (AHJ).
6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS
APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE
LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR
EACH INSTALLATION.
7, SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING
AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD -BEARING AND
CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE
OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E
2112 AND IS NOT ADDRESSED BY THIS DOCUMENT.
9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300.
10, ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF
PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS.
ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO
PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS.
11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD
SCREWS ONLY.
12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL
CERTIFIED TESTING LABORATORIES 110-15596-1 & -2, 110-15597-1, 110-15598-1,
110-15599-1 & -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1. 110-
16245-1, 110-19262-1, 110-19348-1 THRU -5, 13. DESIGNATION "X" IS
FOR OPERABLE PANEL AND "0" IS FOR FIXED PANEL. 14. USE 100% PURE
SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH
ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER
ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE
A MINIMUM OF 3/8' DEEP. FI I6103 I SIZE
CHART OVERALL SIZE
MAX DESIGN
PRESSURE GLAZING TYPE / CONFIG,
WIDTH
HEIGHT
35-
15/16' 84'
SO/- 50 PSF TYPE GI / EVEN SASH
40' 72,
501-
50
PSF 48' 72, 50/- 50
PSF 52-I/8, 62'
50/- 50 PSF 53' 77-1/8-
50/- 50 PSF 44' 77-1/8'
40/- 40 PSF 53, 77-1/8'
40/- 40 PSF 35-15116' 73 15/
16' 35/- 35 PSF 35-15/i6' 73
15/16- 501- 50 PSF 48-1/16' 95-
15/16' 30/- 35 PSF TYPE Gl 1 ORIEL
SASH 48-1/
16'
95-15/16' 25/- 30 PSF 44-1/76' 77-
1/8' 40/- 40 PSF TYPE G2 / EVEN SASH
36-1/
16'
74-
1/16' 50/- 50 PSF 35-7116' 73-i/
2' 35/- 35 PSF 35-15/i6' 61
15/16' 351- 35 PSF E G3 / TYPEVEN SASH
35-1/2,
73-
112- 30/- 30 PSF 40-1116' 72' 25/-
31 PSF 43-15/16' 77-
V8' 25/- 25 PSF TABLE OF CONTENTS SHEET
SHEET DESCRIPTION I
INSTALLATION 5 GENERAL
NOTES 2 ELEVATIONS & ANCHOR SCHEDULE
3 VERTICAL SECTIONS 4
HORIZONTAL SECTIONS 5
GLAZING DETAILS TABLE
I: INSTALLATION FASTENERS
TABLE Lucas Turner 2017-12-
20
03:
31 +19:00
ID SUBSTRATE TYPE ANCHOR
TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A2X
MIN. SPRUCE -
PINE -FIR WOOD 8 WOOD SCREW 1-1/2' 7/16' G=0.42) 16GAUGE (0.060')
STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 7/16' B OR
1/8' ALUM. 6063-T5 MIN. EKS/DRIL-FLEX/KWIK-FLEX THREADS MIN, FRAME OR CLIP INSTALLATION
t CONCRETE (2 KSI
MIN.) 3/16' ITW TAPCON 1-1/2" 1-1/8, D HOLLOW OR GROUT -
FILLED CMU 3/16' ITW TAPCON 2" 117 PCF MIN.) E2XMIN. SOUTHERN
PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8' G=0.55) FZXMIN. SOUTHERN
PINE WOOD 10 WOOD SCREW 1-3/8' 7/8' G=0.55) G
16 GAUGE (0.
060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW I IFULL, PLUS 31/2, OR 1/8' ALUM.
6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX) ITHREADS MIN. NOTE: ALL SCREWS AND
TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0,42' MIN. HEAD
OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS.
f. Ply Gem, WINDOWS
433 R. — ST., n
SOK 559. ROCKY MOUNT. VA 24151
1, 54-0-Ls1-
bus i%. 540-4$4-
66M VsL S NgFrG J'
No 58201 vE
as STATE OF
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on 101,,'S1.,
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LUCAS
A. TURNER, P.
E. FL PE # 58201 TURNER
ENGINEERING & CONSULTING, INC.
COA # 29779)
1239 JABARA
AVE. NORTH
PORT, FL 34288
PH. 941-380-1574
PGW181 T I OF
5
UNIT MAX. WIDTH
SEE SIZE CHART, SHEET I
TYPICAL ELEVATION
EVEN SASH
4' FROM 8-1/2'
CORNER, TYP.^ O.C., TYP.. I CORNER,
FL 16103.1
A,
UNIT MAX, WIDTH
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SHEET I
I
TYPICAL ELEVATION
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6' FROM
15
CORNER, TYP. TYP. CORNER, TYP.
11-7 12' O.C.,
TYP.
ANCHOR LAYOUT
FIN INSTALLATION
INSTALLATION_/
ANCHOR, TYP.
Z' EACH
I
O.C., TYP. SIDE OF
MTG. RAIL
CENTER,
TYP.
EXTRA ANCHORS
INSTALLATION (CIRCLED LOCATIONS)
ANCHOR, TYP. REQUIRED FOR ALL
WINDOW WIDTHS
OVER 44-1/i6'
lk-INSTALLATION
ANCHOR, TYP.
4' FROM
EXTRA ANCHOR
LOC. TO
NEAREST
0/1 STANDARD LOC.,
T TYP.
4' 0.C.-j
ANCHOR LAYOUT
FRAME INSTALLATION
NOTE:
MAXIMUM ORIEL UNIT FIXED D.L.O.
I_ Ply Gem- 1WINDOWS
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EXTRA ANCHORS
X')
STATE OF
MARKED W/ 0.
SQUIRED FOR ALL
WINDOW WIDTHS
OVER 44-1/16'
X
4'FROM 12/19/2017
EXTRA ANCHOR LUCAS A. TtiRNER, P.E.
LOC. TO J FL PE # 58201
NEAREST TURNER ENGINEERING &
STANDARD LOC.,
CONSULTING, INC.
COA # 29779)
TYP.
1239 JA$ARA AVE.
NORTH PORT FL 4288
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PH. 941-380-1574
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ANCHOR LAYOUT P G W 1 8
CLIP INSTALLATION SHEET: 2 OF C
MIN. EMBED.
SEE TABLE 1, SHEET I
MIN. EDGE DIST. INSTALLATION ANCHOR
SEE TABLE 1, SHEET I SEE TABLE 1, SHEET I J r1iD' Gem
WINDOWS
SUBSTRATE
INSTALLATION ANCHOR_.. BY OTHERS
SEE TABLE 1. SHEET 1
a5J R. MAIN ST.. Po 80x 559,
SUBSTRATE
Rocnr W.7, vA 21.51
BY OTHERS
MIN. EDGE DIST. MEN. EMBED. en. Sao-aea-bue
SEE TABLE 1, SHEET I SEE TABLE 1, SHEET I F. SL0-Lb4-bbb3
SILICONE CAULK SILICONE CAULK
L.
SEE NOTES 14 8 15, SEE NOTES 14 8 15. SHEET I a
SHEET I o fl
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SILICONE CAULK SHIM SPACE MIN. EDGE DIST.
SHIM SPACE F';,t gR.pA%'?:
SEE NOTES 14 8 15, I,
SHEET I SEEETABLE
SILICONE CAULK__--
SEE NOTES 14 8 15. SHEET I
MIN. EMBED. 12/19/2017
SEE TABLE I. SHEET I LUCAS A. TURNER, P.E.
SUBSTRATE
SUBSTRATE
FL PE # 58201
8Y OTHERS INSTALLATION ANCHOR TURNER ENGINEERING &
BY OTHERS
SEE TABLE I, SHEET ! CONSULTING, INC.
COA jj 29779)
INSTALLATION ANCHOR 1239 JABARA AVE.
SEE TABLE 1, SHEET l MIN EMBED
NORTH PORT, FL 34288
MIN. EDGE DIST. PH. 941-380-1574
SEE TABLE 1, SHEET I SEE TABLE 1, SHEET 1
DWG #:
A VERTICAL SECTION VERTICAL SECTION P G W 18 j
FL 16103.1
SILL SILL SHEET: 3
BRICKMOULD FRAME - CLIP INSTALLATION BEVELED FRAME - FIN INSTALLATION 3 OF C
MIN. EMBED. MIN. EDGE DIST.
SEE TABLE 1, SHEET 1 1/4" MAX.
SHIM SPACE IIII
SEE TABLE 1, SHEET I PlyGem
1/4' MAX.
SUBSTRATE WINDOWS
SHIM SPACE
BY OTHERS
INTERIOR INTERIOR
INSTALLATION ANCHOR I ++. nAil sT.. r0 R0x ssv.
SEE TABLE I, SHEET I
ROCnr nOu7, vA 2115.
MIN, EDGE DIST.
MIN, EMBED.
Pu, s+.0-4M-ave
ex: 510-IUa ex3
SEE TABLE 1, SHEET I
SEE TABLE 1, SHEET I
SEE GLAZING
DETAILS SHEET 5
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BY OTHERS
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1 SEE GLAZING o
DETAILS SHEET 5 0
INSTALLATION ANCHOR Z
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SILICONE CAULK a z -
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BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME • FIN INSTALLATION z w w
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SEE TABLE I, SHEET 1
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LUC.AS A. TURNER, P.E.
FL PE # 55201
TURNER ENGINEERING &
EXTERIOR EXTERIOR CONSULTING, INC.
ONE COAJABARA # 2977
SILICONE CAULK SEE NOTESOTESA 4L$ I5, SHEET I
VAVE.1239
PORT, 4288NORTHPORT, FL 374SEENOTES14 $ IS, SHEET I
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7_-3B0-1574
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IAMB IAMB
BEVELED FRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION P G W 1 S
FL 16103.1 SHEET: 4 OF
7/8. O.A.
INSULATED
ANNEALED
EXTERIOR
GLASS UNIT
112" MIN. TYP.
INTERIOR
GLASS BITE /
DOW 1199
SILICONE
GLAZING DETAIL 1
FL 16103.1
i3/16. O.A.
AIISULATED
ANNEALED
GLASS UNIT
EXTERIOR
1/2• MIN. TYP.
J
INTERIOR
GLASS SITE
COMPRESSION
GLAZING TAPE
GLAZING DETAIL 3
APPLICABLE TO FIXED LITE ONLY
FOR SASH SEE GLAZING DETAIL I
7/8" O.A.
INSULATED
ANNEALED
GLASS UNIT
EXTERIOR
1
1/2- MIN. TYP.
GLASS SITE INTERIOR
TWO-SIDED
GLAZING TAPE
GLAZING DETAIL 2
f.: Ply GemWINDOWS
433 N. — ST.. P 90x $59.
ROCMT t104XiT, 14 Z4f5[
546-04-6348
FA : 546-4 -6653
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REW
No 582Oi A
0i STATE OF •40
6 tOR1pp p
S O
ONA 4tit+
zz
12/19/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
COA # 29779)
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
DWG #:
PGW181
SHEET: 5 OF C
PLY GEM WINDOWS SERIES 1 500 INTEGRAL MULLED WINDOW
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN,
2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF
it/Z INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SH1M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM
WHERE SPACE OF MIS INCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,
5, FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO
WOOD SUBSTRATE.
6, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING,
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADEOF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING,
8, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL N07 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0,55,
FL 16103.2
NON -IMPACT) AS TESTED
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-OS/08
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT IN NON-HVHZ AREAS.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OFF ASTM E 1300 GLASS CHARTS.
SEE SHEET 6 FOR GLAZING DETAILS.
OVERALL SIZE
MAX. DESIGN
PRESSURE
UNIT
TYPE
MISSILE IMPACT
RATINGWIDTHHEIGHT
72-1/2' 60' 50/- 60 PSF
TWIN
NON -IMPACT
80-1/2' 71-I5/16' SO/- 50 PSF
84-114' 77-1/8' 40/- 40 PSF
109' 60' 1 +45/- 65 PSF
TRIPLE109-1/16' 74-1116' 25/- 35 PSF
121-1/16' 77-1/16- 45/- 45 PSF
NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
I INSTALLATION 8 GENERAL NOTES
2 ELEVATIONS
3 ANCHOR SCHEDULE
4 VERTICAL SECTIONS
5 HORIZONTAL SECTIONS
6 COMPONENTS, BILL OF MATERIALS, & GLAZING DETAILS
f.'* PlyGemb1WINDOWS
433 N. MAIN 57.. PO SOX 559
RXKY MOWT, VA 24151
PH; St0161-6348
FX: 540-484-6683
W
I- 1— OP
Q o
0
nUJI- NF- 1--
NQ
DWG #:
PGWi98
SHEET: I OF 6
Ply Gem-
433 N. MAW ST.. PO BOX 559
ROCKY MOUNT. VA 24W
PN. 540-484-6548
FX. 540-484-66"
w
UNIT MAX. UNIT MAX. Q o
WIDTH 12116' WIDTH 8L4'
p
x0 >
D.L.O MAX. D.L.O MAX. Z m J
WIDTH 353' WIDTH 374'
B 0
B C w
J
fillG H
y a~
Z0
E F E G P Q w Z0 {-
5 5 5 5 n N aUNITMAX. 5NIT MAXD.L.O. MAX. UHEIGHT £ HEIGHT HEIGHT w w
LL
771b 1 77' D.L.O. MAX. .0. 0
w w7228
HEIGHT N a
722 a
J // H 0 a
Z
t ll
p N 3 = V Z
p U
A D D
4 4 4
TYPICAL ELEVATION TYPICAL ELEVATION
TRIPLE UNIT TWIN UNIT
NOTE:
SEE SHEET 3 FOR ANCHOR LAYOUTS 8 N
SCHEDULE OF ALL QUALIFIED UNIT SIZE
AND DESIGN PRESSURE COMBINATIONS. i-
N
Q
DWG #;
PGW198
FL 16103.2
SHEET: 2 OF {j
H H,,,
55
SERIES 1500 INTEGRAL MULLED WINDOW
QUALIf IED
UNIT TYPE CONFIGURATIONS
TWIN UNITS 00
TRIPLE UNITS 000
Ply Gem - WINDOWS
4' FROM $' O.C.,
CORNER, TYP. TYP.
INSTALLATION
ANCHOR, TYP.
35-' FROM
4
CORNER, TYP.
6'. TYP. i--
MIDSPAN.
a1} y, Y M ST,MT V 241 559eatxrnowT, va za;s:
H. 549-a8G-b}LS
523;' FROM
CORNER, TYP. r o
ap
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D. .. Z mib J
INSTALLATION w
MIDSPAN, ANCHOR,TYP.
w
TYP. L o zo
8. O.C.,
TYP.fl
waHz
u
18TOPC., o a
w0
4' FROMFROM CORNER o r
CORNER, TYP. INSTALLATION Lo F
TYPICAL ELEVATION TYPICAL ELEVATION
ANCHOR AT CLIP, TYP. w w o
FIN INSTALLATION FRAME INSTALLATION Q
121-1/16' x 77-I/16' UNIT 84-1/4' x 77-118' UNIT
w
o
J
O Q
Z
r k6"FROMQ kCORNNER,TYP. o - NZ
7/
1-7SERIES1500INTEGRALMULLEDWINDOW -ANCHOR SCHEDULE
D. .O.
6' O.C., p
TYP.
w
F- F- w
fool 4
J
116' FROM i
Li L-i Li
C.,-
1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED CORNER,TYP. TYP.
INSTALLATION
FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. ANCHOR AT CLIP, TYP.
2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 1 I PICAL ELEVATIONTYPICAL
3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS CLIP INSTALLATION
DWG #: LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD & JAMBS, FIN INSTALL AT SILL) 84-I/4' x 77-1/8' UNIT
PGW198
SHEET: 3 OF LFL16103.2
UNIT SIZE
UNIT TYPE
DESIGN
PRESSURE
INSTALLATION TYPE d ANCHOR SPACING
WIDTH HEIGHT
FIN FRAME CLIP
HEAD JAMB SILL HEAD TAME SILL HEAD JAMB SILL
721/2" bfl"
TWIN
50/-60 PSF 8.00° 8.00" 8.00° MIDSPAN MIDSPAN 18.00'` I8.00' 16.fl0" I8.00'
801/2" 7115/16" 50/-50 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18A0'' I8.00' 16.00" 00'
84 1/4" 77 I/8" 40/-40 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00'' I8.00' 16.00° 18.00'
109" 60"
TRIPLE
45/-b5P5F 8.00" B.flO" 8.00" MIDSPAN MIDSPAN 18.00'` I$.00' 16.00" 18.00'
1091/ib" 741/ib" 25/-35 PSF 8.00° 8.00" 8.flfl" MIDSPAN MIASPAN 18.00' 1$.00' I6.00" IBAO'
1211/16" 771/Sb" 45/-45 PSF 8.00" 8,00" 8.00" MIDSPAN MIDSPAN i8.00'` I8.00' 15.00" d8.00'
CONCRETE/ MASONRY
BY OTHERS 1 1/2' MIN.
EMBEDMENT
CAULK BETWEEN 8 WOOD SCREW
CONCRETE/ MASONRY & 2X INSTALLATION ANCHOR
WOOD BUCK BY OTHERS
2X WOOD BUCK —
BY OTHERS ." .... 3/4' MIN,
EXTERIOR FINISH "..'.'.".' EDGE DISTANCE
BY OTHERS ".
SILICONE SEALANT '
BY OTHERS
i/4' MAX.
SHIM SPACE
O.A. /
UNIT
HEIGHT
EXTERIOR
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY IN 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK -
BY OTHERS
EXTERIOR FINISH
BY OTHERS
SILICONE SEALANT
BY OTHERS
3/4' MIN,
EDGE DISTANCE
a
8 WOOD SCREW
INSTALLATION ANCHOR
1 1/2' MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
UNIT
SEE GLAZING HEIGHT
3
SEE GLAZING
DETAILS SHEET 6 DETAILS SHEET 6
INTERIOR
EXTERIOR INTERIOR
g VERTICAL SECTION
4 HEAD - STEEL STUD
BRICKMOULD FRAME - FIN INSTALLATION
SEE GLAZING ---
DETAILS SHEET 6
EXTERIOR INTERIOR
O.A. /
UNIT j
HEIGHT 3
7
SHIM
MAX.
fl
SH3M SPACE
Q ..
SILICONE SEALANT
BY OTHERS 1 1/2' MIN.
EXTERIOR FINISH EMBEDMENT
BY OTHERS
2X WOOD BUCK
BY OTHERS -
CAULK BETWEEN
CRETE/ MASONRY & 2X 4 A #8 WOOD SCREW
WOOD BUCK BY OTHERS • 3/4' MIN
INSTALLATION ANCHOR
CONCRETE/ MASONRY DISTANCE
BY OTHERS
q VERTICAL SECTION
FL 16103 2 4 SILL - MASONRY/CONCRETE
BRICKMOULD FRAME - CLIP INSTALLATION
VERTICAL SECTION _
4 HEAD - STEEL STUD
BEVELED FRAME - FRAME INSTALLATION
SEE GLAZING
DETAILS SHEET 6
EXTERIOR INTERIOR
O.A.
UNIT 3
HEIGHT
20 A
1/4' MAX.
8
SHIM SPACEL00MIN.
EDGE EDGE DISTANCE
SILICONE SEALANT
BY OTHERS
EXTERIOR FINISH .'
BY OTHERS
2X WOOD BUCK
BY OTHERS -
CAULK BETWEEN
CONCRETE/ MASONRY IN 2X ,1 1/2' MIN.
WOOD BUCK BY OTHERS EMBEDMENT
CONCRETE/ MASONRY #
8 WOOD SCREW
BY OTHERS
INSTALLATION ANCHOR
b VERTICAL SECTION
SILL - STEEL STUD
BEVELED FRAME - FIN INSTALLATION
z* Ply Gem- WINDOWS
433 N. MAIN ST-. PO BOX 559
ROCKY MOUNT, VA 2415)
PH. i44-484-a349
Fz. 5409 84-6693
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1 112" MIN.
EMBEDMENT
8 WOOD SCREW 1/4• MAX
INSTALLATION ANCHOR SHIM SPACE
INTERIOR
MIN
EDGE DISTANCE . • EDGE
SEE GLAZING
DETAILS SHEET 6
CONCRETE/ MASONRY i'' taw
BY OTHERS
l
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK '" o
BY OTHERS
EXTERIOR FINISH '
v : EXTERIOR
BY OTHERS
I
O.A,
SILICONE SEALANT
UNIT
BY OTHERS
WIDTH
HORIZONTAL SECTION
5 JAMB - MASONRY/CONCRETE
BRiCKMOULD FRAME - FRAME INSTALLATION
1 112" MIN,
8 WOOD SCREW EMBEDMENT
INSTALLI
4'
MAX. SHIM
SPACE 314'
MIN. INTERIOR EDGE
DISTANCE b
SEE
GLAZING CONCRETE/
MASONRY—„j- DETAILS SHEET b BY
OTHERS CAULK
BETWEEN CONCRETE/
MASONRY & 2X WOOD
BUCK BY OTHERS / 2X
WOOD BUCK BY
OTHERS EXTERIOR
FINISH BY
OTHERS SEE GLAZI EXTERIOR
DETAILS SHEET SILICONE
SEALANT 2
O.
A. BY
OTHERS UNIT WIDTH
HORIZONTAL
SECTION FL
16103.2 JONCRETE
BEVELED
FRAMMEE- CLIP/ INSTALLATION 8
WOOD SCREW INSTALLATION
ANCHOR 3/
4'EDGE PlyGem-
CONCRETE/
MASONRY DISTANCE /—
BY OTHERS WINDOWS
INTERIOR
CAULK
BETWEEN 433 N. MAJN ST.. PO BOX 559 CONCRETE/
MASONRY & ZX ROCKY
MOLNT, vA 24151 WOOD
BUCK BY OTHERS PH'.
540-L$4-6348 FX:
540-48L-6W SEE
GLAZING ..+" DETAILS
SHEET b .1 112' MIN. c EMBEDMENT
o r
E i— o z
T
J 1 °
2X WOOD BUCK o BY
OTHERS EXTERIOR
FINISH J o z o —
BY OTHERS z
J
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SILICONE
SEALANT to a u i
BY OTHERS z w O.
A. n UNIT
o o z WIDTH
HORIZONTAL
SECTION W W
w
JAMB -
STEEL STUD 5N a BRICKMOULD
FRAME - FIN INSTALLATION o INTERIOR
H
HORIZONTAL SECTION INTEGRAL
MULLION TYPICAL
GLAZING
AILS
SHEET 6 li
Il k 46 -1 0
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SHEET:
5 OF L
BILL OF MATERIALS
ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES
I BRICKMOULD FRAME PVC PLY GEM WINDOWS
2 BEVELED FRAME PVC PLY GEM WINDOWS
3 GLAZING BEAD PVC PLY GEM WINDOWS
4 FRAME COVER PVC PLY GEM WINDOWS
5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS
6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS
7 BRICKMOULD SILL PVC PLY GEM WINDOWS
8 BEVELED SILL PVC PLY GEM WINDOWS
9 INTEGRAL MULLION PVC PLY GEM WINDOWS
10 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS
II FIXED SILL PVC PLY GEM WINDOWS
BRICKMOULD FRAME
PVC
3.F(H3.
53
TYP.
OGLAZING BEAD
PVC
S--
0.728'
PRC
KMOULD ANCHOR CLIP BEVELED ANCHOR CLIP (D 8RICCKMOULD SILL O BEVELED SILL
3.135' 1— 2.48'
3.53' 3.402' --j
0.282' J 0.065' 0.282' .
065'
T F3.435' 3.56'
0A65' 0.06
TYP. TYP..
NOTE:
USE OF EITHER BRICKMOULD OR BEVELED
FRAME TYPES IS QUALIFIED UNDER THIS
MULLION REINFORCEMENT FIXED SILL APPROVAL TO THE SIZES AND
STEEL I PVC PERFORMANCE LIMITS LISTED HEREIN.
0.064'
3'
I
0. 9' t-
FL 16103.2
3.26~
1.811 rmj 0.06'
7/8' O.A.
INSULATED
ANNEALED
GLASS UNIT
EXTERIOR
1
1/2' MIN. TYP.
GLASS SITE INTERIOR
DOW 995
SILICONE
GLAZING DETAIL 1
FOR USE IN ANY LITE
FIXED OR SASH)
OBEVELED FRAME
PVC
j-— 3.402'
3.8I2'
0.065
TYP.
OFRAME COVER
PVC
2.90b'
0.06
INTEGRAL MULLION
PVC
7/8' O.A.
INSULATED
ANNEALED
EXTERIOR —
GLASS UNIT
1
1/2' MIN. TYP,
GLASS SITE _ i INTERIOR
COMPRESSION_
TAPE
GLAZING DETAIL 2
FOR USE IN SINGLE HUNG
FIXED LITES ONLY
Ply Gem® WINDOWS
L33 N. MAIN ST.. PO BOX SS9
ROCKY HOLW., VA 24151
PH'. 5LD-484-6348
FX: "D-484-6683
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2/14/2018 Florida Building d' Online
tf {i1 `a' 't}gext; t tk j it
ion
R
FICIS Home Login use, Registration Hot Topic$ Submit Surcharge Stats & Facts Publications FBC Staff 6CIS Site Map Links Search
Florida
is, Product Approval
I USER: Public User
Product Approval Menu > Product or Ap IR &A i n S h > Application List
Search Criteria F t*faro-ill R
Code Version 2017 FL# 16104
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
T
FL# UPS Milj3ulfacturgr Validated By. 51atus
FL16104-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved
History Category: Windows 804)684-5124
Subcategory: Fixed
Npproveo uy uorn. nppruveis uy uorn r .
Cgntact Us :: j601 Blair Stone Road, Tallahassee FL 32399 Phon 50-48 - 824
The State of Florida is an AA/EEO employer. _Qpyri ht 2007-2013 State of riorida.:: eLiv Stag :: Accessibility tatem„gns :: Refund, atement
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 here .
Product Approval Accepts:
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_lst.aspx 1/1
2/14/2018 Florida Building Code Online
Emmons
BCIS Home I Log In I User Registration f Hot Topics Submit Surcharge ( Stats & Facts Publications f FBC Staff BCIS Site Map S Links Search
b
a
Product Approvalr0USER: Public User
Proluct Approval Menu > Qr uct or A,.ion Search > application List > Application Detail
FL # FL16104-R4
Application Type Revision
Code Version 2017
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 Ply Gem Windows
Address/Phone/Email 433 N. Main St.
Rocky Mount, VA 24151
614) 532-3596
luanne.harris@plygem.com
Authorized Signature Luanne Harris
luanne.harris@plygem.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/20/2017
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1OwfM1aS%2bmis69%2bu%2b9HkgEWvitUo114FU%2fw%3d%3d 1/3
2/14/2018
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
12/21/2017
12/27/2017
FL # Model, Number or Name Description
m
16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLi 1 4_R4_(_AC_N?f 11337.Q? R2.pdf
Approved for use outside HVHZ: Yes FL161Q _i34_(;_CAC_NIQI1337 03-R1 p_df
Impact Resistant: No FL1610 _134_(;_Q&Q_NIO) 1337-Rl.pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Refer to installation detail for sizes, configurations and 11/30/2022
ratings. Installation Instructions
FL16104_R4_II_PGW177-B.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL1 1 4_R4_AE_ v Report-PGW177-B.pdf
Created by Independent Third Party: Yes
16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLl 4_64_;_gAQ_NIQ11337 02-92 pdf
Approved for use outside HVHZ: Yes FL1610 _g4_C_CAC_NI011337.03-Rl.pff
Impact Resistant: No FL1610 _34_C_C6C_NIO1L337-RL.pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Refer to installation detail for sizes, configurations and 11/30/2022
ratings. Installation Instructions
FL16104_R4_II_PGW 178 AS TESTED.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FI1610 _R4_(L_CA _N 0011337 04-R2 pd
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 11/30/2022
Design Pressure: N/A Installation Instructions
Other: Refer to installation detail for sizes, configurations and FL 4_R4_II_Pgffl179=B pdf
ratings. Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
L16 4_RA_AE_ vDort-PGW):79 B.pdf
Created by Independent Third Party: Yes
16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1610 _R4_C_Q C_1\1I011337.04-R2.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 11/30/2022
Design Pressure: N/A Installation Instructions
Other: Refer to installation detail for sizes, configurations and FL16104_R4_U_PGWI20 AS TESTED pdf
ratings. Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
Contact Us :: ,601 Blair 5tgna Road, Tallaha55@e FL Phone, 85Q-487-1824
The State of Florida is an AA/EEO employer. f;Mylight 2007-2013 State of Florida :: Lv cy tat n :: AAAccessibilit}_4tatem4n[ :: Refun atement
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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 personaladdress, 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:
https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 2/3
2/14/2018 Florida Building Code Online
Credit
Safe
security mi-,T tics
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10wfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 313
PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT)
NOTES:
L THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE
FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS
AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN.
2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE
USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS).
3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS
SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I
ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3'
SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD
BUCKS WITH MASONRY ARE OPTIONAL.
5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS,
SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER
SUPERIMPOSED LOADS TO THE STRUCTURE, ADEQUACY OF THE STRUCTURE TO
RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY
HAVING JURISDICTION (AHJ).
6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS
APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE
LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR
EACH INSTALLATION.
7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING
AND FRAME. MAX. SHIM STACK IS 1/4°. SHIMS SHALL BE LOAD -BEARING AND
CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE
OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E
2112 AND IS NOT ADDRESSED BY THIS DOCUMENT.
9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300.
10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF
PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS.
ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO
PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS.
11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD
SCREWS ONLY.
12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL
CERTIFIED TESTING LABORATORIES 110-15589/90/92/95-1
13. DESIGNATION '0' IS FOR FIXED PANEL.
14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT
SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS.
15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4. FINISHED
CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP.
FI 1610L I
SIZE CHART
OVERALL SIZE
REQUIRED
GLASS TYPE
MAX. O.C.
SPACING,
FRAME OR CLIP
ANCHORS
MAX. DESIGN
PRESSURE
MISSILE IMPACT
RATING
WIDTH HEIGHT
48-1/8, 96, ANNEALED 14-1/2' 551- 55 PSF
NON -IMPACT72' 96, TEMPERED 12' i40/- 45 PSF
120-I/i6' 56" 1 TEMPERED 1 13-I/2' t45/- 50 PSF
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
I INSTALLATIONS GENERAL NOTES
2 ELEVATIONS
3 ANCHOR SCHEDULE
4 VERTICAL SECTIONS 8 GLAZING DETAIL
5 HORIZONTAL SECTIONS
TABLE I: INSTALLATION FASTENERS TABLE
Lucas
Tumer
2017-12-20
03:37+19:00
ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE
DISTANCE
FIN INSTALLATION
A 2X MIN. SPRUCE -PINE -FIR WOOD 8 WOOD SCREW 1-112' 7/16'
G=0.42)
16 GAUGE (0.060") STEEL 36 KSI MIN. 1 #10-16 SELF -DRILLING SCREW IFULL, PLUS 3 7/16'
a OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN.
FRAME OR CLIP INSTALLATION
C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-112' 1-1/8'
D HOLLOW OR GROUT -FILLED CMU 3/Ib' ITW TAPCON 1' 2'
117 PCF MIN.)
E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8'
G=0.55)
F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8'
G=0.55)
16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 2' G OR 1/8' ALUM. 6063-TS MIN. 1 (TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN.
NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD,
0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER
DIAMETER FOR FRAME ANCHORS.
f, Ply Gem, WINDOWS
433 N. MAIN ST., PO 80X 559,
ROCKY MOUNT. VA Z4151
PH: 540-464-6348
FX: 540-484-6683
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No 58201 m'AL
9 STATE OF .:4" 4u ir
oNA± 61%Q`,
zz
12/19/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
TURNER ENGINEERING do
CONSULTING, INC.
COA # 29779)
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
G #:
PGW177
ET: I OF 4
UNIT MAX. WIDTH i
i SEE SIZE CHART, SHEET I
h" FROM
CORNER, TYP.-1
iNSTALLATlOG
ANCHOR. TYP.
FL 16104.1
TYPICAL ELEVATION
MAX. O.C.,
SEE CHART
SHEET 1
ANCHOR LAYOUT
FRAME INSTALLATION
NOTE:
WINDOW WIDTH (W) AND HEIGHT
H) ARE INTERCHANGEABLE FOR ALL
SIZES SHOWN HEREIN NOT TO EXCEED
MAXIMUM TESTED SQUARE FOOT AREA.
6' FROM
CORNER,TYP.
MAX. O.C.,
SEE CHART.
SHEET I
4' FROM
CORNER, TYP.
M1111a.rlvn L _% I Vv 1
FIN INSTALLATION
MAX. O.C.,
SEE CHART, )
SHEET I
r-1 17-1 F-1 r_1 T
11/\M
6' FROM
CORNER, TYP. I ANCHOR LAYOUT
CLIP INSTALLATION
Ply Gem - WINDOWS
433 N. MA(N ST_ PO BOX 559,
4' FROM ROCKY MOUNT. VA 2LI51
CORNER, TYP.
PH 540-484-6348
540-484-6683
Q O
p a N
8-1/2' O.C.,
TYP.
LLATI ON
ANk,MOR, TYP.
6' FROM
CORNER. TYP.
MAX. O.C.,
SEE CHART,
SHEET i
INSTALLATION
ANCHOR AT CLIP, TYP
NOTE:
USE OF EITHER BRICKMOULD OR BEVELED
FRAME TYPES IS QUALIFIED UNDER THIS
APPROVAL TO THE SIZES AND
PERFORMANCE LIMITS LISTED HEREIN.
3 z
O N O
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No 58201 : A
QS STATE OF .
Z
12/19/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
TURNER ENGINEERING &
CONSULTING, INC.
COA # 29779)
1239 JABARA AVE.
NORTH PORT, FL 34288
PH, 941-380-1574
DWG n:
PGWI /% 7
SHEET: 2 OF /
MIN. EMBED.
SEE TABLE 1, SHEET I
INSTALLATION ANCHOR
SEE TABLE 1, SHEET I
SUBSTRATE
BY OTHERS
PERIMETER MIN. EDGE DIST.
SILICONE CAULK . . . . . . . . . . . . . . . . . . SEE TABLE 1, SHEET I
SEE NOTES 14 a 151,
SHEET I I
MAX.
SHIM SPACE
SEE GLAZING
DETAIL SHEET 4
1 3EXTERIORINTERIOR
VERTICAL SECTION
HEAD
BRICKMOULD FRAME - FIN INSTALLATION
v SEE GLAZING
DETAIL SHEET 4
EXTERIOR INTERIOR
MIN. EDGE DIST.
SEE TABLE 1, SHEET 11
PERIMETER SILICONE CAULK ...
SEE NOTES 14 6 15. SHEET
7/8" O.A. INSULATED
GLASS UNIT
TEMPERED OR
ANNEALED GLASS,
EXTERIOR SEE SHEET 0
ALT
112* MIN. TYP..
GLASS BITE
INTERIOR
DOW 1199
SILICONE
GLAZING DETAIL
NOTE:
SEE SHEET I FOR REQUIRED
GLASS TYPE BASED ON UNIT
SIZE.
MIN,
1/4* MAX,
SHIM SPACE
PERIMETER
SILICONE CAULK
SEE NOTES 14 6 15... ......
SHEET I ........
MIN. EMBED.
SUBSTRATE
SEE TABLE 1, SHEET
BY OTHERS
INSTALLATION—j------
1
ANCHOR
SEE TABLE 1, MIN. EDGE DIST.
SHEET) SEE TABLE 1, SHEET I
A) VERTICAL SECTION
FL 16104.1 \3 SILL
BRICKMOULD FRAME - CUP INSTALLATION
INSTALLATION ANCHOR
SEE TABLE 1, SHEET I
SUBSTRATE
fF BY OTHERS
MIN. EMBED.
rSEE TABLE 1, SHEET I
1/4" MAX.
SHIM SPACE
SEE GLAZING
DETAIL SHEET 4
EXTERIOR INTERIOR
VERTICAL SECTION
HEAD
BEVELED FRAME - FRAME INSTALLATION
SEE GLAZING
DETAIL SHEET 4
EXTERIOR INTERIOR
l1/
4* MAX, SHIM
SPACE PERIMETER
SILICONE CAULK — '- - .... I . . .. SEE
NOTES 14 3 15, SHEET I MIN.
EDGE DIST SUBSTRATE----
SEE TABLE 1, BY
OTHERS SHEETI INSTALLATION
ANCHOR SEE
TABLE 1, SHEET I MIN.
EMBED. LSEETABLE1, SHEET I VERTICAL
SECTION JSILL
BEVELED FRAME -
FIN INSTALLATION Ply Gem
WINDOWS 433N.
MAIN ST . PO BOX 559 ROCKY MOUNT.
VA 24151 PH 540-
484-6348 FX 54.
0-484-6683 o Z
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No
58201
STATE OF
12/19/
2017 LUCAS k
TURNER, P.E. FL PE #
58201 TURNER ENGINEERING &
CONSULTING, INC.
COA # 29779)
1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
380-1574 DWG #: PGW177_
SHEET:
3
OF 4
MIN. EMBED.
SEE TABLE 1, SHEET 1 1/4' MAX. y
MIN, EDGE DIST,
SEE TABLE 1, SHEET 1
Al; Ply GemR1/4' MAX. SHIM SPACE SUBSTRATE WINDOWS
SHIM SPACE BY OTHERS
t33 N. MAIN 559.
ll
INTERIOR INTERIOR INSTALLATION ANCHOR MOUNT. V 241OXROCKYMOUNT. VA 24i51
SEE TABLE I, SHEET I
PH: 540-484-6348
MIN. EDGE DIST. Fx: 540-484-6683
SEE TABLE I, SHEET 1 Q
oSEEGLAZINGSEEGLAZING
DETAIL SHEET 4 DETAIL SHEET 4 vr P
MIN. EMBED. C o
SEE TABLE I, SHEET I o -
SUBSTRATE
BY OTHERS
INSTALLATION ANCHOR
SEE TABLE 1, SHEET I
o r Y z0
EXTERIOR EXTERIOR 3 N
PERIMETER SILICONE CAULK W W m
SEE NOTES 14 8 15, SHEET I N Z m
PERIMETERSILICONE E
HORIZONTAL SECTION F HORIZONTAL SECTION oa o_ n
w
I4L8
115. SHEET I SEE4
JAMB JAMB o
w o
BRIC%
MOULD FRAME • FRAME INSTALLATION BRICKMOULD FRAME • FIN INSTALLATION W 0: o
z Y
W n W
N
a 1 MIN.
EMBED. J
F
G m SEE
TABLE I, SHEET I MIN. EMBED. Z SEE
TABLE 1, SHEET i 1/
4' MAX. SHIM
SPACE 3/4' MAX. ui `' i- m m Q m to FSHIM
SPACE In Z z
z:
SUBSTRATE O
U NDRE4Y
40MIN.
EDGE DIST. BY OTHERS SEE
TABLE I, SHEET I INTERIOR
INTERIOR fgTG Qy
5/Ib'MIN. INSTALLATION ANCHOR SEE
TABLE I, SHEET I V4•;
5B401 ••
spy SEE
GLAZING SEE GLAZING SHEET
4 O STATE OF :Ww SUBSTRATEDETAILSHEET4DETAILi
4 ••,<• BY
OTHERS MIN. EDGE DIST. O SEE
TABLE I, SHEET 1 i
y
JL
12/19/2017 INSTALLATION
ANCHOR LUCAS A TURNER TURNER, P.E. SEE
TABLE 1, SHEET I If FL PE # 58201 TURNER
ENGINEERING & CONSULTING,
INC. EXTERIOR
EXTERIOR COA # 29779) PERIMETER
SILICONE CAULK 1239 JABARA AVE. SEE
NOTES 14 8 15, SHEET I N
H941-380t PORT,
FL 68 PERIMETER
SILICONE CAULKORT PH. 1574 SEE
NOTES 14 8 15, SHEET I SECTION
HORIZONTAL SECTION DING #: HORIZONTALJAMB1,4 JAMB P G W 1 7 7 BEVELED
FRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET:
4 OF 4 FL16104.1
PLY GEM W1 N D OWS SER/ES 1 500 FIXED WINDOW (NON -IMPACT)
AS TESTED
INSTALLATION NOTES.
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED,
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF
21/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM
WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIMS) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,
5, FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO
WOOD SUBSTRATE.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55,
FL 16104.2
GENERAL NOTES:
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), EXCLUDING HVHZ.
2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY
OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE
PROJECT OF INSTALLATION.
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS.
5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE,
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAIL.
OVERALL SIZE
REQUIRED
GLASS TYPE
MAX. DESIGN
PRESSURE
MISSILE IMPACT
RATING
WIDTH HEIGHT
96' ANNEALED 551- 55 PSF
NON -IMPACT72' 96' TEMPERED L01- 45 PSF
120-3Ji6' 56' TEMPERED 451- 50 PSF
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
I INSTALLATION S GENERAL NOTES
2 ELEVA71ONS
3 ANCHOR LAYOUTS
4 VERTICAL SECTIONS & GLAZING DETAIL
S HORIZONTAL SECTIONS
Ply Gem, WINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PH. 5LO-484-6348
FX 540-484-6683
I n P L 1
0z
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Z Z 0 z
3 ra
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W q U y
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q m
6 LL r
Z
N
N O L
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W
0 W LL
V) =
a
r o
lij In co -1
DWG #:
OUJr
WL0
r
U) Q
W178
OF 5
Ply GemWINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 2LISI
PH: 540-484-6348
Fx: 540-484-6683
w - - I.- P P
Q o 0
UNIT MAX.
WIDTH 72'
o
r _
UNIT MAX.
D.L.0 MAX.
WIDTH 671'
B
3o z
z O z
a
x o vUi w
w
W Q 0 U
UNIT MAX. o u z
HEIGHT "-
j O
z
9, G H In O E
UNIT5 5 o 0
HE 5 ,0, r
O
n a
D.L.D. MAX.
HEIGHT z ¢ m
912
w`"
O =
z = U Z
4 4 yj
TYPICAL ELEVATION
120-I/i6' x 56' UNIT
A D
4 4
TYPICAL ELEVATION
72' x 96' UNIT
t, 3i-
w
inQ
DWG #:
PGW178
FL W04.2
SHEET: 2 OF ,5j
WIDTH 12 104'
D. L.D MAX.
WIDTH 115I6
8 C
4 4
t
G
D.L.O. MAX. 5MAX.
F
5
F
4' FROM 7. 0,C
CORNER, TYP. TYP.
r
54" FROM 18" O.C.,___},,.
CORNER, TYP.
TYP. !
1
ANCHOR LAYOUT
FRAME INSTALLATION
120-i/1 6' x 56' UNIT
W)-t-
T(H)
H)
NOTE: NOTE:
WINDOW WIDTH (W) AND HEIGHT USE OF EITHER BRICKMOULD OR BEVELED
H) ARE INTERCHANGEABLE FOR ALL FRAME TYPES IS QUALIFIED UNDER THIS
SIZES SHOWN HEREIN NOT TO EXCEEI APPROVAL TO THE SIZES AND
MAXIMUM TESTED SQUARE FOOT ARE PERFORMANCE LIMITS LISTED HEREIN.
FL 16104.2
0'
ANCHOR LAYOUT
FIN INSTALLATION
120-1116' x 56' UNIT
54' FROM
CORNER, TYP.
4" FROM
CORNER, TYP.
7' O. C,.
TYP.
INSTALLATION
ANCHOR, TYP.
18- O.C.,
TYP.
INSTALLATION
ANCHOR, TYP.
CORNEROTYP.-- ANCHOR LAYOUT
CLIP INSTALLATION
120-1/16' x 56' UNIT
f, Ply Gem - WINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PH: 540-484-6348
FX: 540-484-6683
Iflido 11
z o z
a 0
o ° 6
N
W Q V W
X to ix
W O WO V
n 4Z. O Z r
6' FROM N
N
S
CORNER, TYP.
W LUW r co
Q
i
J
1 a rm a r
a Z10 rlu_ U Z16' O.C., Q - 3'
TYP.
INSTALLATION
ANCHOR AT CLIP, TYP.
SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE
UNIT SIZE
DESIGN
PRESSURE
INSTALLATION TYPE 8 ANCHOR SPACING
WIDTH HEIGHT
FIN FRAME CLIP
HEAD JAMB I SILL HEAD JAMB SILL HEAD
48-1/8' 96' 55 PSF 7.00' 7.00' 7.00' 18.00" 21.00" NONE 18,00'
72" 96' 40 / -45 PSF 7+00' 7. 00' 7,00' 18. 00" 2L00' 18.00"18.00' 416,00"18+00'
IZO-1/16' 56' 45 /-50 PSF 7.00- 7.00" 7.00" 18.00- 21.00- 18.00"18.00-
1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED
FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES.
2, FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48-1/8' WIDE OR LESS. FOR UNITS DWG #:
EXCEEDING 48-1/8' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL.
3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC, ADHERES TO REQUIREMENTS
LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD & JAMBS, FIN INSTALL AT SILL)
SHEET. G4, SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. 3 OF J
CONCRETE/ MASONRY
CONCRETE/ MASONRY
1 112' MIN. BY OTHERS
BY OTHERS
EMBEDMENT
CAULK BETWEEN
3/4' MIN.
8 WOOD SCREWEDGEDISTANCE
CAULK BETWEEN 8 WOOD SCREW
CONCRETE/ MASONRY & 2X
INSTALLATION
CONCRETE/ MASONRY & 2X INSTALLATION ANCHOR
WOOD BUCK BY OTHERS
ANCHOR
WOOD BUCK BY OTHERS 4. 2X WOOD BUCK°" I i/2' MIN.
2X WOOD BUCX BY OTHERS EMBEDMENT
BY OTHERS 3/4' MIN,
EXTERIOR FINISH
EXTERIOR FINISH EDGE DISTANCE
BY OTHERS
BY OTHERS
SILICONE SEALANT
SILICONE SEALANT
BY OTHERS
BY OTHERS
MAX.
SHlM SPACESHIM
MAX. I SHIM SPACEDSHIA. O.A.
UNIT UNIT HEIGHT
SEE
GLAZING HEIGHT SEE
GLAZING DETAIL
SHEET 4 DETAIL SHEET 4 EXTERIOR
INTERIOR 7/8' O.A. INSULATED GLASS
UNIT EXTERIOR INTERIOR TEMPERED
OR ANNEALED
GLASS) EXTERIOR
g
VERTICAL SECTION C VERTICAL SECTION 4
HEAD - 2X WOOD BUCK 1 (I„ HEAD - 2X WOOD BUCK BRICKMOULD
FRAME - FIN INSTALLATION BEVELED FRAME -FRAME INSTALLATION 112'
MIN. TYP. INTERIOR GLASS
BITE , DOW
995 EXTERIOR
O.
A. UNIT
HEIGHT
SEE
GLAZING DETAIL
SHEET 4 INTERIOR
J
SILICONE
SEALANT BY
OTHERS 1 1/2' MIN. EXTERIOR
FINISH ..... EMBEDMENT BY
OTHERS 2X
WOOD BUCK --- BY
OTHERS CAULK
BETWEEN CONCRETE/
MASONRY & 2X ' 8 WOOD SCREW WOOD
BUCK BY OTHERS , 3/4' MIN INSTALLATION
ANCHOR CONCRETE/
MASONRY° ;1
EDGE
DISTANCE BY
OTHERS VERTICAL
SECTION FL
16104.2 i - A -
C BUCK
BRICKMOUUD
LDFRAME -CUP INSTALLATION SEE
GLAZING DETAIL
SHEET 4 EXTERIOR
INTERIOR O.
A. UNIT
HEIGHT
J 114'
MAX, SHIM
SPACE 3/
4' MIN. EDGE
DiST SILICONE
SEALANT BY
OTHERS EXTERIOR
FINISH BY
OTHERS 2X
WOOD BUCK 8 WOOD SCREW BY
OTHERS INST
ALLATION CAULK
BETWEEN 1
ANCHOR
CONCRETE/
MASONRY & 2X° WOOD
BUCK BY OTHERS 112' MIN. CONCRETE/
MASONRY EMBEDMENT BY
OTHERS p
VERTICAL SECTION 4
SILL-2X WOOD BUCK BEVELED
FRAME- FIN INSTALLATION Ply
Gem- WINDOWS433
N. MAIN ST.. PO 8OX 559 ROCKY
MOUNT. VA 24151 PH:
540-484-6348 FX:
540-484-6683 w
wili h
J L Jw
z
a
o
OZ
s Z o
a U
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E
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u Z U
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to
r O Z w>
w
w
E w
o
w
fl`
o: < 1 u Z
0
LULn
DWG #:
PGW178
SHEET:
4 OF C
1 112' MIN.
EMBEDMENT
8 WOOD SCREW 1/4' MAX.
INSTALLATION ANCHOR SHIM SPACE
INTERIOR
3/4' MIN,
EDGE DISTANCE.'
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN \
CONCRETE/ MASONRY 8 2X , i
WOOD BUCK BY OTHERS i
2X WOOD BUCKI
SEE GLAZING SEE GLAZING
DETAIL SHEET 4 DETAIL SHEET 4
BY OTHERS
EXTERIOR FINISH EXTERIOR
BY OTHERS
D.Q.
SILICONE SEALANT
UNIT —
BY OTHERS
WIDTH
E HORIZONTAL SECTION
JAMB - 2X WOOD BUCK
BRICKMOULD FRAME - FRAME INSTALLATION
1 1/2' MIN.
8 WOOD SCREW EMBEDMENT
INSTALLATION ANCHOR 1/4' MAX.
I I- SHIM SPACE
3/4' MIN.
EDGE DISTANCE
INTERIOR
SEE GLAZING
CONCRETE/ MASONRY DETAIL SHEET 4
J.:
fi
BY OTHERS '
CAULK BETWEEN
CONCRETE/ MASONRY 8 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK_,'
8Y OTHERS °
EXTERIOR FINISH
o /
BY OTHERS
EXTERIOR
SILICONE SEALANT--Z/2
O.A.
BY OTHERS UNIT —
WIDTH
HORIZONTAL SECTION
JAB - 2XOD BUCK
FL 16104.2 BEVELED FRAME-- CCLLIIP INSTALLATION 3/
4' MIN. EDGE
DISTANCE 1/
4' MAX. SHIM
SPACE INTERIOR
EXTERIOR
O.
A. UNIT
WIDTH
HORIZONTAL
SECTION 5
JAMB - 2X WOOD BUCK BRICKMOULD
FRAME - FIN INSTALLATION 1
1/2' MIN. EMBEDMENT
8
WOOD SCREW INSTALLATION
ANCHOR CONCRETE/
CONCRETE/TE/MASONRY BY
OTHERS CAULK
BETWEEN CONCRETE/
MASONRY 8 2X WOOD
BUCK BY OTHERS 1
1/2' MIN. EMBEDMENT
2X
WOOD BUCK BY
OTHERS EXTERIOR
FINISH BY
OTHERS SILICONE
SEALANT BY
OTHERS 8
WOOD SCREW 1/
4' MAX. INSTALLATION
ANCHOR SHIM
SPACE CONCRETE/ MASONRY Y
OTHERS CAULK
BETWEEN INTERIORI.AlCONCRETE/
MASONRY 8 2X WOOD
BUCK BY OTHERS 2X
WOOD BUCK BY
OTHERS SEE
GLAZING DETAIL
SHEET 4 E
1
3/
4' MN. EDGE
DISTANCE 1
EXTERIOR
FINISH EXTERIOR
BY
OTHERS O.
A. SILICONE SEALANT UNIT
BY OTHERS WIDTH
HORIZONTAL
SECTION JAMB -
2X WOOD BUCK BEVELED
FRAME - FRAME INSTALLATION Ply
Gem - WINDOWS433
N. MA{N ST_ PO BOX 559 ROCKY
MOUNT, VA 2415; PH:
540-464-6348 FX:
540-484-6683 I__
loaf I Z I 0
LdLd
L
DWG #:
PGW17$
SHEET:
5 OF 5
2/14/2018 Florida Building Code Online
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I ff "..
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Product
Approval riii-Ai, USER: Public User o;
tx:•r,c,ae Product
Approval Menu > Product or Application Search > Application List Search
Criteria Refine Search Code
Version 2017 FL# 16118 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 lypc
Manufacturer Y21id ted By, 5tatus FL16118-
R3 Revision Ply Gem Windows Locke Bowden Approved History
Category: Windows 334)300-1800 Subcategory:
Mullions Approveu
uy uorm. nppluva vy v rn -v....... w., br ••.- .._ _.._, _. -.._ __..... ___.__ ....___.... Contact
Us :: ,601 Blair Stone Road, T Ilah e FL 32399 Phone: -4 -1 24 The
State of Florida is an AA/EEO employer. !"gpyri ht 2007-2013 State of Florida.:: Priva sStatement :: Accessibility Stalgment :: Refungi %atement 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 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 titre _. Product
Approval Accepts: Credit
Card Safe
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2/14/2018 Florida Building Code Online
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Product Approval USER:
Public User y....
0 •.a ahy.,..ri T Product
AoEgyAl Menu > Product or AQgft0 ion Search > Aq lip catigpList > Application Detail FL #
FL16118-R3 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer Ply Gem Windows Address/
Phone/Email 433 N. Main St. Rocky
Mount, VA 24151 614)
532-3596 luanne.
harris@plygem.com Authorized
Signature Luanne Harris luanne.
harris@plygem.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 Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed the Hermes F. Norero P.E. Evaluation
Report Florida
License PE-73778 Quality
Assurance Entity National Accreditation and Management Institute Quality
Assurance Contract Expiration Date 12/31/2021 Validated
By Locke Bowden Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code FL1
11 _RU°_COI_E Iy Gem COI,pdf 1709.
8 Product
Approval Method Method 2 Option B https://
floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgvyf4ngAXh10yQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%3d%3d 1/2
2/14/2018 Florida Building Code Online
Date Submitted 10/17/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/24/2017
Date Approved 12/12/2017
Summary off -, f Products
FL # Model, Number or Name Description
16118.1 Ply Gem 1500 Mullion (Brickmould Frame)
Limits of Use _ Installation Instructions
Approved for use in HVHZ: No FL161 _g3 I PGW182,pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please refer to installation instructions, PGW189, and FL1611 _R3_6K_PER5112,12df
evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes
16118.2 Ply Gem 1500 Mullion (Beveled Frame)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16118_R3_II_P9W190,pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. No. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please refer to installation instructions, PGW190, and FL1611 _R3_AAE=_ER5113,pdf
evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes
16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1611 _R3_1_PGW203.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please refer to installation instructions, PGW203, and FL16118_R3_AE_PER5114 p,(f
evaluation report, PER 3144, for further limitations of use. Created by Independent Third Party: Yes
16118.4 Ply Gem 1500 Tube Mullion (Beveled Frame)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16118_R3_t4_PW2.44,pd
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Please refer to installation instructions, PGW204, and FL 11 _R3_AE_PERS115.r2df
evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes
Hack Next
Conta :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyaght 2007-2013 State of Florida :: eavacy S t men :: Accessibility at m n :: RgiuOd 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 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 here .
Product Approval Accepts:
M c0ri¢k EN
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FL12194$7 Revision Aluminum Coils, Inc. Locke Bowden Approved
Hi o Category: Panel Walls 334) 300-1800
Subcategory: Soffits
ApprOVeD Dy UDYK, ApprDV,H5 Dy uDYK 9n411 UC ICYICWC4 allu ,auucu uy u,c — anu,rn u,c
Contact Us :: 2601,lair Stone Road, Tallahassee FL 32399 -48 - 4
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Archived
Product Manufacturer Aluminum Coils, Inc.
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9743
grahman@aluminumcoilsinc.com
Authorized Signature Gareth Rahman
grahman@aluminumcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813)249-9742
PFrost@aluminumcoilsinc.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence FL12194_R7_COI _ALC15001.4 2017 FBC Evaluation Rep or Q4 T4 Soffits
Fi al.pslf
Referenced Standard and Year (of Standard) Standard Year
AAMA 1402 2009
Equivalence of Product Standards
Certified By
Sections from the Code
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3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 12/15/2017
Date Validated 12/15/2017
Date Pending FBC Approval 12/20/2017
Date Approved 02/13/2018
Summary of Products
FL # Model, Number or Name Description
12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +80/-90
Other: See Evaluation Report for limits of use.
Installation Instructions
FL 21 4_P7_II_ALC15001 4 2017 FBC Evaluation Report 04
T4 Soffits Final.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL12194_R7_A_E ALC15001.4 2017 FBC Evaluation Report Q4
T4 Soffits Final.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32,399 Phone: 850-487-1824
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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 emails provided may be used for official communication with the licensee. However email addresses are public retard. 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 .
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5 . Fr: I r-
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TECHNICAL SERvicES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www,aluminumcdtlsinc.com
Tampa, FL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
FLORIDA BUILDING CODE6TH EDITION (2014)
PRI Construction Materials Technologies (QUA91 10)
issued August 27, 2015
SCOPE
Category. Panel Walls
Subcategory: Soffits
Code Sections: 1404.5.1, 1710.9.4
Properties: Wind Resistance
REFERENCES
Entity Report No. Standard Year
Certified Testing Laboratories (TST1 577) CTLA 1847W AAMA 1402 1986
Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986
PRI Construction Materials Technologies (TST5878) ACIX- ' 003-02-01 AAMA 1402 1986
PRI Construction Materials Technologies (TST5878) ACIX-003-02-0.2 AAMA 1.402 1986
LimmAmoNs
1. This report is not for use in the HVHZ
2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4.
3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3.
4. installation of the evaluated products shall comply with this report, the FBC and the manufacturer's
published application
I
instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant Installation detail shall prevail.
5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2.
6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 W0-3.
PRODUCT DESCFZIP110NS
318' F-Channel Preformed nominal 0.01 6-inch thick, 3105 H-1 4 aluminum F-channel. See Appendix D for
dimension drawings.
318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.019-trich thick, 3105 H-14 aluminum fascia. See AppencllxDfor
dimension drawings.
ALC15001 FL12194-R3 Page I of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, U-C of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ALUMINUM COILS, INC
CREEK Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
16" Q4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit Panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent'
configuration and 11.1 in2/11n.ft and for the 'center vent configuration. See Appendix D for
dimension drawings.
Wa 1r-Q%MR-= ut
12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit R anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 In An.ft for the 'full vent
configuration and 4.2 ln2lfin.ft for the 'center vent configuration. See Appendix D for
dimension drawings.
ALC15001 FL12194-R3 Page 2 of 3
This evaluation report is provided for StateofRorlda product approval under Rule 61 G20-3. The manufacturer shall no* CREEK Technical
Services, U-C; of any product changes or quality assurance changes throughout the duration for which this report Is valid. Thisevaluationreportdoes, not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically
addressed herein.
M CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
JRYttR1tp -,o,o
No 74021
1k
STATE OF w .
4 OR
s , ON A- 0"o`
CERTIFICATION OF INDEPENDENCE
w
2015.08.27
07:05:00
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 en$ty involved in the approval process of the
product.
APPENDICES
1) APPENDIXA—Approved Systems (7 pages)
2) APPENDIX B — Installation Drawings (12 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
FL12194-R3
3of3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, LLC-.of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERv1cEB, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4.
2. Refer to LiMITATIONs and sections of this evaluation when using the table(s) below.
3. Refer to iNSTALLATtoN section of this report for Installation detail when the Information is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given Is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others
In accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project
7. Typical fastening details areas follows:
ALC16001
a. 12" T4 Soffit —12-inch o.c.
Fastener Fastener
Location Location
b. 12" T4 Soffit— 4-Inch o.c.
Fastener Fastener Fastener Fastener
Location Location Location Location
c. 16" Q4 Soffit-16-inch o.c.
Fastener Fastener
Location Location
FL12194-R3 1 of 7
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the 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
d. 16" Q4 Soffit— 8-inch o.o.
Fastener Fastener Fastener.
Lor tlon Loc loon Loc Lion
ALUMINUM COILS, INC
Soffits
Approved. -Sstem Nurnbers-and Definitions 12_
FAApproved Systems for 124nch Overhang with F-Channel 12J
Approved Systems for 124neh Overhang with J-Channel Approved
Systems for 16-Inch Overhang with F-Channel iQJA
Approved Systems for 16-Inch Overhang with J-Channel 4F
Approved Systems for 24-inch Overhang with F-Channel ZJJA
Approved Systems for 24-inch Overhang with J-Channel Appendix
A Approved
Systems for 12-Inch overhang with F-Channel Wall
Connection Eave Connection System
Panel MDP No.
Width Psi Substrate
F-
Channel Attachment
Substrate
Panel Attachment Fascia Cap Attachment
Max.
One (
1) min. 3/8-inch head die. nail, One (1)min. 3/8 x 3/8-Inch One (1) min. 1 3/4-inch long x 0.
072,Inch dia. x min. 3/16- 12F-
1 16-inch Wood
min.1.26-inch embedment spaced Wood crown staple spaded 16-inch Inch head dia. trim nail t40.
0 24-
inch o.c. O.C. spaced 36-inch o.c. Max'
Three (
3) min. 3/4-Inch x 1/4-inch One (1) min 314-inch x 114-inch One (1.) min,1 3/4-lhch long x 072-
Inch dia. x Min. 1/4-inch 48. 12F
2 16 inch Wood
crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced
24-Inch o.c. and securing each panel lap inch o.c. One (
1) 14 ga. 5/8-Inch long T nail One (
1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-Inch long x 0.072-Inch dia, x min. 1/4-Inch 48 12F-
3 LMa Masonry spaced 8-Inch o.c. Wood
crown staple spaced 8-inch o.c. and
securing each panel lap head dia. trip Hall spaced 48- 64.2 Inch
o.c. ALC15001
FL12194-R3 Page 2 of 7 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the 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 spedifiically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 124nch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width Psfl
Substrate
F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap
AttachmentAttachment
Three (3) min. 3/4-
Inch x 1/4-Inch crown,
One (1) min. #8 x 1/2-Inch
long x 3/8-inch head diameter
One {1) min 3/4-inch x One (1) min. 1 314-inch long x
0.072-Inch dia. xmin. 1/4-inch 48
12J-1
Max.
16 inch
Wood staples in diamond screw spaced 16-inch o.c.
Wood 1/4-inch crown staple
spaced 84nch o.c., head dia. trip nail spaced 48- 64.2
pattern spaced 24- connecting soffit to J-channel Inch o.c.
Inch oc.
Approved Systems for 16-inch overhang with. F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga. 1/44nch crown x
One (1) min, 1.75=Inch x
0.072-Inch diameter
16FA
Max,
12-inch Masonry
One (1)14 ga, 5/8-Inch long T nail
spaced max. 8-inch o.c.
Wood 1-inch leg staples spaced max,
4-inch o.c. and securing each finishing nail with min, 3/16- 153.3
panel lap
Inch head spaced
12-Inch o.c.
Three (3)18 ga.1/44nch crown x 1-
One (1)18 ga, 1/4-inch crown x
1-inch leg staples spaced max.
One (1) min. 1.75-inch x
0,072-inch diameter
16F-2
Max.
12-inch
Wood Inch leg staples in diamond pattern Wood 4-Inch o.c. and securing each finishing hall with min. 3/16-
Inch head spaced
t53.3
spaced 16-inch o.o. panel lap 12-inch o.c,
One (1) 3/8-inchhead dia. nail, min, One (1) min 318-inch x 3/8-inch One (1) min, 1 3/4-Inch long
x 0.072 inch dia. x ruin.
1617-3
Max
16-Inch
Wood 1.25-inch embedment spaced 24 Wood crown staple spaced 16-inch 3l16-inch head dia. trim nail
t25.6
inchch o.c. o o spaced 36-Inoh o.c.
One (1) min. 1 3/4-inch long
Max'
Three (3) min, 3!4-inch x 1/4 inch One (1) min 3/4-Inch x 1/4-Inch x 0.072-inch dia. x min. 1/4- 27
16F 4 16-Inch
Wood d, diamond, crown staples In diamond pattern Wood crown staple spaced 84nch o c. inch head dia. trip nail
spaced spaced 48-inch o.c.
ALC15001 FL12194-R3 Page 3 of 7
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for wbIch this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERviCES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 164nch overhang with F-Channal
Wall Connection Eave Connection
System Panel MDP
No. Width sp i
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga, 1/4-inch. crown x
One (1) min. 1.75-inch x
diameterfling16F-5
Max.
16-inch Masonry
One (1) 14 ga. 518-inch long T nail
spaced 84neh o.c.
Wood 1-inch leg staples spaced 4-
inch o.c. and securing each finishing nail with min. 3/16- nail t43.3
panel lap
inch head spaced
16-inch o.c.
Three (3) 18 ga.1/4-inch crown x 1-
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-Inch x
0.072-inch diameter
16F-6
Max
16-inch
Wood Inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4-
inch o.c. and securing each
finishing nail with min. 3116- 43.3
spaced 16-inch o.c, panel lap
Inch head spaced
16-inch o.c.
Approved Systems for 164nch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width Psfl
Substrate
J-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
Max.
Three (3) min, 3/4-Inch x 114-inch One (1) min 3/4-Inch x 1/4-Inch
One (1) min. 1 3/4-inch
long x 0.072-inch dia. x 23.5
16J-1 16-inch
Wood dcrownstaplesindiamonnpattern Woodd crown staple spaced 8-Inch o.c. min. 1/44nch head dia. trip 31.4 spaced
24-inch nail spaced 48-inch o.c. ALC15001
FL12194-R3 Page 4 of 7 This
evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC.
ALUMINUM COILS, INC
Soffits
Appendix A
A proved Systems for 244nch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
Substrate
F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
No. Width psfl
Attachment
One (1)18 ga.1/4-Inch
Nominal 1x2No crown x 1-inch leg
Three (3)18 ga.114-
Nmi SYP
anchored to
staples spaced
12-inch o.c. securing One (r) 1n ga- inch
One (1) min. 1.75-inch x
24F-1
Max. Wood
Inch crown x 14nch
leg staples in
rafter with one each panel lap
Wood
inch crown x1-inch
0.072-inch diameter
finishing nail with min. 80/-90
12 inch
diamond pattern I
min' 2.25 One (1) min. 1.75-Inch leg staples spaced 8-
inch
3/16-Inch head spaced
spaced 16-Inch o.c. inch x 7d ring
shank nail x 0.072-inch diameter
o.c. 12-inch o.c.
24-inch o.c. finishing nail with min.
3116-inch head spaced
4-tnch o.c.
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 stapies spaced
One (1) min. 1.5- No.2.SYP 12=Inch o.c. securing One (1) w8 ga.1n4-
One (1) min. 1.75-Inch x
24F-2
Max. Wood
inch x 11 a. g
smooth shank
anchored to
rafter with one
each panel la p
Wood
Inch crown x 1-inch
0.072-inch diameter
finishing nail with min.
801
12 Inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch leg staples spaced 8-
inch o.c.
3/16 inch head spaced 76.6
16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c.
nail 244nch o.c. finishing nail with min.
3116-inch head spaced
4-inch o.c.
One (1)18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staples spaced
No.2 SYP 12-Inch o.c. securing One crown ga. Inch
One (1) min. 1.75-inch x
Max. One (1) 14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch
0.072-inch diameter 801
24F-3
12-Inch Masonry inch long T naii
spaced 8-inch o.c.
rafter with one
1) 7d x.2.25- One (1) min. 1 75-Inch
Wood
lag staples spaced 8- finishing nail with min.
3/1-6-inch head spaced
76.6
Inch ring shank x 0.072-inch diameter
inch o.c. 12-inch o.c.
nail 244nch o.c. finishing nali with min.
3/16-inch head spaced
4-inch o.c.
ALG15001 FL12194-R3 5of7
This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Ap roved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width Psfl
Substrate
F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1)18 ga.1/4-inch
NormNominal 1x2N crown x 1-inch leg
SYP
staples spaced
Three (3) 18 ga.114- anchored to 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x
Max.
inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-Inch diameter
24F-4
16-inch
Wood leg staples in 1) min225- Wood
leg staples spaced 8- finishing Hall with min. 801-60 diamond
pattern inch x 7d ring One (1) min. 1.75-inch inch o.c, and securing 3/164nch head spaced spaced
16-Inch o.c. shank. nail x 0.072-Inch diameter each panel lap 16-Inch o.c. 24-
Inch o.c. finishing nail with min. 3/
16-inch head spaced 4-
inch o.c. One (
1) 18 ga.1/4-Inch crown
x 1-inch leg Nominai
1x2 staples spaced One (
1).min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1.75-Inch x Max.
Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.0724nch diameter 24F-
5 16
inch Wood
smooth shank rafter with one Wood leg staples spaced 9- finishing nail with min. 84/-60 roofing
nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3/164nch head spaced 16-
Inch o,c, Inch ring shank x 0.072-Inch diameter each panel lap 16-inch o,c. nail
24-inch o.c. finishing nail with min. 3/
16-inch head spaced 4-
inch o.c: One (
1) 18 ga.1/4-inch crown
x 1-inch leg Nominal
1x2 staples spaced No.
2 SYP 12-inoh o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max
One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-
6 16-
inch Masonry inch song T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced
8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3116-inch head spaced Inch
ring. shank x 0.072-inch diameter each panel lap 16-Inch o.c, nail
24-Inch o.c. finishing nail with min. 3/
16-inch head spaced 44nch
o.c. ALC15001
FL12194-R3 Page 6 of 7 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the 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 SF-RVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-Inch overhang with J-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width pso
Batten
J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Nominal Ix2 No.2 SYP
scabbed between
rafters with one (i)
min. 2 264nch x 7d One(1)18ga.1/4-lnch
Nominal 1x2
Onghank nailsta crown
x 1-inch log No.
2,5YP anchored
to Three (
3) 18 ga.
1/4-Inch crown straight -
nailed through thesafter
Into the end ples
paced s12-
inch o.c. securing One (1) 18 ga. %_ One (
1) min. 1.75-Inch 24J-
1 Max
rafter with one X 1-inch leg of the batten or two (2)1 each panel lap Wood
Inch
crown x 1-inch x 0.072-inch diameter finishing
nail with min. 1:60 12-
Inch 1) min. 2.25- staples In diamond min. 2.254nch x 7d One 1.1) min. 1.7&Inch leg staples spaced 3116-Inch head spaced inch
x7d ring pattern spaced 16- Ong shank'nalls toe- x 0 072-inch diameter 84nch o.c. 12-inch ox. shank
nail Inch o.c. nailed an either side of finishing nail with min. 24-
inch o.c, the
batten at each battenlrafter
3/16-inch-head spaced Intersection.
Max. 4-inch o.c. rafter
spacing Is 244nch
o.c. Nominal
1 x2 No.2 SYP scabbed
between rafters
with one (1) One (
l) 18 ga.114-inch Nominal
Ix2 min.
2.25-Inch x 7d ring
shank nail crown x 14nch log No.
2 SYP anchored
to Three (
3) 18 ga.
114-inch crown straight -
nailed through the
Into the end staples
spaced 12-
inch o.c. securing One (
1) 18 ga. 1/4- Inch
crown x 1-inch One (1) min. 1.75-inch 24.
1-2 Max.
rafter with one x 1-Inch log rafter
of
the batten or two (2) each panel lap Wood
leg staples spaced x
0.072-Inch diameter finishing
nail with min. 53.3 164nch.
1) min. 2.25- staples In diamond min. 2.25-inch x 7d one (1) min, 1.75-inch 8-Inch 0.c, and 3/16-inch head spaced Inch
x 7d ring pattern spaced 16- ring shank nails too- on
x
0.072-Inch diameter securing each. panel 16-inch o.c, shank
nail Inch o.c. nailed either side of finishing nail With min. lap 24-
inch o.c. n
at each thebattenbatten/
nafter 3116-
Inch head spaced intersection.
Max. 44nch
o.c. rafter
spacing is 244nch
o.c. ALC15001
FL12194-R3 7 of 7 This
evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL, SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
INSTALLATION
Note - Refer to the APPRovED Sys7gms section of this report for additional Installation details of a selected system and maximum design pressures limitations.
No. Installation Detail
Thin. 3/8-,hea8 dia. nail with min. IW'r
engagement(for wood substrate) or
min.. 0..097- dia. T-nail or stub nail
with inin.*5J-$" angagement(£or concrete
or block substrate), spaced as noted
above.
FASCIA .SLIP BOARD
FASCIA TRIM
12F-1 & I I F CNOFFITANNELOVERHANG
WIDTH VARIES)
12F-3
Wood, conareea
or Block 'W...
FASCIA LIP 1 /4"
STAPLE SOFFIT TO
ASCIA BOARD #T50
8" X 3/8" STAPLE
16" O.C.
1—PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12" PIECE
ALCI6001 FL12194-R3 Page 1 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that ate not specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
12F-2
No. Installation Detail
3/4" X 1/4"
CROWN STAPLES'
USING A DIAMOND
PATTERN 1
F" CHANNEL CAN BE
INSTALLED WITH THE
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
i "- I I "",
3sT ; SOFFIT STAPLE
OPEN RAFTER ' -
7 ; DIAMOND PATTERN
j 1 ; DETAIL
ttAacs
FACIA HOARD \.
CAP
3/4" X 1 /4" CROWN
STAPLE "8" ON CENTER
1-3/4" TRIM NAIL
PAINTED S.S. 48"
O.C.
SOS -max. 12,-inch span
1-3/4" TRIM NAIL 1 FACIA BOARD
PAINTED S.S. II
FASCIA CAP
3/4".X 1/4"
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALC15001 FL12194-R3 Page 2 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. ( InStAllation Detail
12J-1
ALUMINUM COILS, INC
Soffits
Appendix B
OPEN RAFTER r 1`1
3/•s« , SOFFIT STAPLE
oisT DIAMOND PATTERN
1 i11 )DETAIL,
FACIA BOARD i _-.l ..-" sT Xicaoi!
ON
X 1/4' CROWN STAPLE '24" IAIl -FASCIA CAPONCENTERUSINGADIAMONDPATTERN
ri 3/4" X 1 /4" CROWN FACIA BOARD
STAPLE -8" ON CENTER 1-3/4- TRIM NAIL
J-CHANNEL 1-3/4" TRIM NAIL
PAINTED S.S.
screwed to soffit PAINTED S S 48' FASCIA CAPwithone (I) 4o x
1Z2" x 3/8" head D.C.
diameter screw, 3/4" X 1/4"
16" 0.6. CROWN STAPLE
SOFFIT -max. 12-inch span
WOOD OR BLOCK SOFFIT & FASCIA
SUBSTRATE D ETAI L
ALCI5001 FL12194-R3 Page 3 of 12
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 attributes that are not specifically addressed herein.
CREEK
TECHNICAL, SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installatibn Detail
1.1- TRIM NAIL FASCIA BOARD
PAINTED S.S.
FASCIA CAP
SOFFIT
1'4' CROWN STAPLE
OPEN RAFTER
FASCIA BOARD
ullr, 5/8"T->Aaa
16F-1
SOFFIT & FASCIA
16F-5 DETAIL
FASC A CAP; REFER
TO "SOFFIT 1 FASCIA
DETAIL
F' CHANNEL
SOFFIT; MAX.16"
SPAN
MASONRY'
SUBSTRATE
ALC15001 FL12194-R3 Page 4 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the d'uratlon for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL, SERVICES, LLC
No. I InstallatIon Detail
Min. 3/8" head die. nail with min. 1W"
angagementlfor wood substrate) or
min. 0.097" dia, T-nail or 'stub nail
with min. 5/8"• engagament(for epncrete
or block aubstratej, 'spaced as rooted
above.
ASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
16F-3 I I 1 ll \\—„F" CHANNEL
Wood, Concrete
or Block. Wall
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
FASCIA LIP 1 /4"
PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT A FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001 FL12194-R3 Page 5 of 12
This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
16F-4
No. I installation Detail
3/4* X 1/4"-,
CROWN STAPLES
USING, A DIAMOND
PATTERN I
F" CHANNEL CAN BE
INSTALLED WITH THE
NAILING FLANGE UP OR
DOWN
WOOD
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B *
SOFFIT STAPLE
OPEN RAFTER STAKM
DIAMOND. PATTERN
IDETAIL
FACIA BOARD
CAP
3/4- X 1/4' CROWN
STAPLE "a' oN CENTER
1-3/4- TRIM NAZI
PAINTED S.S. 481"
D.C.
SOFFTT-,max,. :16-inch span
1-3/4- TRIM NAIL
FACIA BOARD
PAINTED S.S. I AJr
FASCIA CAP
3/4- X 1/4'
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
ALCI5001 FL12194-R3 Page 6 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance obanges throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
S 5torn No. Installation Detail
11- TRIM NAIL FASCIA BOARD
PAINTED S,S,
FASCIA CAP
SOfFIT
1"4" CROWN STAPLE
OPEN RAFTER
FASCIA BOARD
ir1")}• tAoES
TO SOFFIT L FASCA
SOFFIT & FASCIA
USRIG,A DIAMOND DETAIL
16F-2 $
PATTERREFER TO ^_ SOFFIT
STAPLE 16F-
6 DIAMOND PATTERN / DETAIL
FASCJA
CAN REFER STAPLES
3"
DETAIL
8 F
tNANNEL 3lR SOFFIT;
MAX. 16" SPAN
WOOD\ /
SUBSTRATE
SOFFIT
STAPLE DIAMOND
PATTERN ALC15001
FL12194-R3 Page 7 of 12 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
System No. ' Installation Detail
X 1/4" CROWN STAPLE "24"
CENTER USING,A DIAMOND PATTERN
16J-1
WOOD OR BLOCK
SUBSTRATE
ALC16001
OPEN RAFTER
1-3/4" TRIM NAZI
PAINTED S.S. 48"
O.C.
SOFFJT—max. 16-inch span.
ALUMINUM COILS, INC
Soffits
Appendix B
l s , SOFFIT STAPLE
DIAMOND PATTERN
I I DETAIL
FACIA BOARD [lur Tw'a+/f
STMtS JI
4SCIA CAP
X 1 /4" CROWN
1-3/4" TRIM NAIL ( !
i
FACIA BOARD
STAPSTAPLE "9" ON CENTER PAINTED S.S.
FL12194-R3
FASCIA CAP
3/4" X 1/4"
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
8of12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechanges'throughout the, duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL, SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
Systern No. Installation Detail
1 }' TRIM NAIL FASCIA BOARD
PAINTED S.S.
rxl' EROWN FASCIA CAP
STAPLES SOFFIT
USING A DIAMOND
PATTERN; REFER TO
1-4- CROWN STAPLE
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
1 TRIM NAR. FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
DETAIL
24F-1 &
2417-4 rXj' CROWN STAPLE
FASCIA CAP; REFER ~'
TO SOFFIT A FASCIA /
DETAII
NominalSYP 3781
Batten Anchored to SDFFIT; MAX. 14'
F-IHAHNEL Rattersterswith one Td
Ring Shank Nall at /
every Rafter
WOOD SUBSTRATE —
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001 FL12194-R3 Page 9 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEK Soffits
TFECHNICAL.SERviCES, LLC Appendix B
Sly9tem No. Installation Detail
I J" TRIM NAPLFASCIA BOARD 4PAINTEDS.S. IT
SMOOTH SHARK FASCIA
CAP ROOF
NAILS SOFFIT
I-
xj- CROWN STAPLE 1
TRIM NAIL FASCIA BOARD PAINTED
S.S. SOFFIT
3, FASCIA DETAIL
24F-
2 & 24F-
5 I-x" CROWN STAPLE FASCIA
CAP) REFER 10
SOFFIT & FASCIA F-
WOOD
Sul Al015001
FL12194-R3 10 of 12 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product
attributes that are not spebifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
Syfitem No. Installation Detail
1 I- TRIM NAIL FASCIA BOARD
PAINTED S.S.
140A i' 7-NABS SOFFIT
FASCIA GNP
1'xyN" CROWN STAPLE
t TRIM NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
DETAIL
24F-3 &
24F-6 t^• CROWN STAPLE
FASCIA CAP, REFER
TO SOFFIT L FASCIA
DETAIL
Nominat M•x2• SYP
Batten Anchored to SOFFIT] MAX. 24"
f-CNA1Rtf1 Rafters with one 7d
Ring Stunk Nall at
every palter
MASONRY
ALC15001 FL12194^R3 Page 11 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. Thisevaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not spedficaliy addressed herein.
ECREEKTMICHNICAl- SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix S
System No. Installation Detail
1 t' TRIM4HAILFASCIA BOARD
PAINTr'xj' CROWN FASCIA CAP
STAPLES
USING A DIAMOND
PATTERN, REFER TO CANTILEVEREOF1'xJ' CROWN STAPLE
SOFFIT STAPLE RAFTER
DIAMOND PATTERN
DETAIL
FASCIA BOARD
SOFFIT & FASCIA
i }' TRM NAILDETAILPAINTEDS.S.
24J-1 & rx}' CROWN STAPLE
24J_2 FASCIA CAP; REFER `
TD S0ffl7 L FASCIA
DETAIL / \
Nominal 1' x 2" batte
SM \
scabbed between8YPraAere annsd SOFFITI MAX. 24' 3I8
J-CHANNEL sect"d with one (1) 7d ring _
shank hall a
raner intot d
of the b the rofark to the and /
WOOD SUBSTRATE
or
g s batten 11 two na leMgshankmBstos•naibtl on
either side of the battam at the
batteNraRer Iniersecilon \ /
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001 FL12194-R3 Page 12 of 12
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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
DVSIGN WIND LoADs
ALUMINUM COILS, INC
Soffits
Appendix C
The following tables provide design wind loads forcomponents and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under.the following
provisions:
1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined In Section 1609-of the FBC.
2. Exposure B, C, and D shall be as defined In section 1609 of the FBC.
3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft.
4. All calculations are based on an effective wind area of 10-fe or less.
5. Topographic factors such as escarpments, or hills have been excluded from the analysis.
6. Wind dirlectionality factor, Kd = 0.85
7. Vult Is shown In the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4 of the FBC.
8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. Zones 4 and 6 shall be defined as shown below. Dimension W-shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 3-ft.
ALC15001 FL12194-R3 Page 1 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance -changes ,throughout the duration for which this report is valid. Thisevaluationreport does not express nor Imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
Soffits
TFICHNICALSERVICES, LLG Appendix C
r Desi n WindPcessures.for-Soffits intFat osure8 .
Mean SasicW1ndS eed' m h
Roof
120 1,30. 1.d0' ' 150 160 170 180 194 204Building , Zone
Type.,, Height ft °:
20 716.9 9. 22.9 26.3 30.0 33.8 37.9 42.2 46.8
25 1$.9 19.8 22.9 26.3 30.0 33.8 37.9 4.2.2 46.$
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
4
40 18.3 1.5 E-24.9 28.6 32.5 36.7 41.2 45.9 50.8
50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1
Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative 20 20.8 24.4 28.3 32.5 37.0 41,7
Loads)
25 2Q:8 24.4 28.3 32.5 37.0 11.7
30 20.8 24.4 28.3 32.5 37.0 41.
784Q
46=1-57-8
5 22.6 26.5 30.7 35.3 40.1 45.3 75Q24.1 28.2 32.8 37,6 42.8 48.3 86025.3 29.6 34.4 39.5 44.9 50.7 1
20 10.8 16.9 19.2 21.
72510.8 16.9 19.2 21.
743010816.9 19.24011.7 M12.
714.7
18.3 20.85012.5
Enclosed. gQ 13.1 20.5 23.3 26.3 29.5 32.9 36,4
Positive 7 14.7 16.9 19.2 21.7 24.3 27.1 34.4
Loads) 7 14.7 16-9 19.2 21.7 24.3 27,1 30.0
7 14.7 16.9 19.2 21,7 24.3 27.1 30.0
5 ZMA8 16.0 18,.3 20.8 23.5 26,4 29.4 32.5
7 17,4.
4 1 17.8 20.5 1 23.3 26.3 29:5 32.9 36.4
ALC15001 FL12194-R3 2of4
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 orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not speclFlcaily addressed herein.
CREEK
TECHNICAL SERVICES, LLG
ALUMINUM COILS, INC
Soffits
Appendix C
Desi n ,Wand Pressures fotrSoffits In Ex osure-;C
Building`
Type
done
Mean .°
Roof"
Height ft
Basic`Wind.S` eed 'mph)
120", 130 140 150 160 170 x180 1,9G 200
20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8
Enclosed
4
30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5
40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5
50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9
60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Load's)
5
20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3
25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6
30 29.1 1 34.2 J 39.6 45.5 51.8 58.4 65.5 73.0 80.9
40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29A 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
Enclosed.
4
40 1.6.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 193 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
Positive
20 13.9 16.3 18'.9 21.7 24.7 27.9 31.2 34.8 38.5
Loads)
5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40,3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37,9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 1 27.2 1 31.0 1 35.0 1 39.2 1 43.7 48.4
ALC15001 FL12194-R3 Page 3 of 4
This evaluation report is provided .for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes .or
quality assurance changes throughout the duration for which this reportis valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL. SERviCEs, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Desi n indrPressures for, Soffits in,,Exposure D
Building
Type
Zone
Mean >
Roof"
Height ft
Basic Wind,S eed, mph)
1:20 - 130' 140 ' 150 160 17.0 980 190 200: .
20 26,0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2
25 27 0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9
30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5
4
40 29.4 34.5 40.0 45.9 52.2 58.9 1 66.1 73.6 81.6
50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9
Enclosed 60 31.5 37,0 42.9 49.3 56.1 63.3 70.9 79-0 87.6
Negative
Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1
25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4
5
30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7
40 36.2 42,.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7
50 377 44.3 51-4 58.9 67.1 75.7 84.9 94.6 104.8
60 38.9 45.7 53.0 60.8 69,2 78.1 87.6 97.6 108.1
20 16.7 19.5 22.7 26.0 29.6 33.4 37,5 41.7 46.3
Enclosed
4
25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 • 48.0
30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7
40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2
50 19.6 23.0 26.7 1 30.6 34.8 39.3 44.1 49.1 54.4
60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1
Positive
Loads),
5
20 16J 19.5 22.7 26.0 29.6 33,4 37.5 41.7 46.3
25 17.3 20,3 23.5 27.0 30.7 34,7 38.9 413 48.0
30 17.9 21.0 24.3 27.9 31.8 35,9 40.2 44,8 49.7
40 18.8 22,1 25.6 29.4 33.4 37.8 42 3 47.2 52.2
50 19.6 23..0 26.7 30.6 34,8 39.3 44.1 49.1 54.4
60 20,2 23.7 27.5 31.6 35.9 40.5 45.4 50.8 56:1
ALG15001 FL12194-R3 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance ohanges 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.
ECREEKTECHNICAL_ SERVICES, LLC
318" F-Channel
3/8"
318 J-Channel
ALC15001
3/4"
1/8" HEM
1 51B"
1
3/4"
318"
FL12194-R3
ISOMETRIC VIEW
3/8" PROFILE
ISOMETRIC !
3/9" PROFILE
ALUMINUM COILS, INC
Soffits
Appendix D
1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
liZ511111111111
CREEKNTECHNICALSERVICES, LLC
Fascia
3/4'
7/8"
ALCI5001
1/8" HEM
6"FASCIA
7" BLANK
1/4"
FL12194-R3
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
2 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance oNnges,throwghout the, duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
16" Q4 Soffit
0.125 TYP.
1-8"'BLARK
3 / 8 PROFILE
1625
50 TYP.
jaaooa
a aa
aaaaaa
aaoa
oaaaao
aaafl
WIRE 1 ]A NER PATTERN (EULL SCALn
LOUVERS FORMED IN SAME DIRECTION AS RIBS)
ALUMINUM COILS, INC
Soffits
Appendix D
ALC45001 FL12194-R3 Page 3 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not spedfiGally addressed herein.
CREEKETECHNICALSERVICES, LLC
12" T4 Soffit
1/21/2" 1/2" 1/2" 1/2" 1/2"
25 TYP.
0.126 TYP.
2.625 REF.
ALUMINUM COILS, INC
Soffits
Appendix D
aaaa ary
aaaaa
aoa000
a aaa
VAU I Mpa PATTERN (FLILI. -,=Fl
LOWERS FORMED IN SAME DIREMON AS RIDS)
END OF Rvou
ALCI5001 FL12194-R3 Page 4 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance obanges throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not spedfically addressed herein.
3/2/2018 Florida Building CodeOnline
M
BCIS Horne Login Use, Registration Hot Topics SubmitS.rchalge 1i stats&Facts Publications FBCStaff BCISSiteMap Links Search
Florida
n
POroduct Approval
USER: Public User
t
Prrgdua Approval Menu > product, or Agpi_ r S AL{ > Application List
Search Criteria Refine Search
Code Version 2017 FL# 5444
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
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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
ELA1ypig vManufacturer Statug
FL5444-R12 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved
H Category: Roofing 954) 772-6224
Subcategory: Asphalt Shingles
FL5444-R13 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval
Category: Roofing 954) 772-6224
Subcategory: Asphalt Shingles
APproveo by UMFKc APProvais Dy UDVM> all y ..___-
Contact Us:: 2601 Blair ong Road, Tallahassee Fi, 23399Phone: 850-487-1824
The State of Florida is an AA/EEO employer. =y.Ljght 2007-2013 5 of Florida :: rFivacv, 5tatgment :: AccCssibility.„Statement :: $, fgfund ,j.tatement
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 here .
Product Approval Accepts:
99
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_lst.aspx 1/1
3/2/2018 Florida Building Code Online
g. i far e t Q"Ma Y gS { v, .( a''t xi'.a 3 -,N
M
l #00, #+7a7 Vi1A
Florida
Product Approval41, w" USER: Pubrw
Product AR rroyai Menu > Product or Ao ioicatiQ.2 search > 6gRlication Ust > Application Detail
FL # FL5444-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 20 Moores Road
Malvern, PA 19355
610) 893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harrier
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610)651-5847
Mark. D.Harner@saint-gobain.com
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 - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL5444_R12_CQI_2017_1_C I_Nieminen.pdf
Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Sections from the Code
https://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtahl gO7CSsoycOrl28CcpCm5j9JS3Osk4S7s[jNd 1 wNg%3d%3d 1 /2
3/2/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
09/07/2017
09/12/2017
09/15/2017
12/12/2017
01/24/2018
FL # Model, Number or Name Description
5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444_RI2_II_2017_Q9_F_IN8 _ER_CERTAINT ED ASPHALT
SHINGLES_FL54414-R12.pcifApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
FL 444_R12_AE_2017_(Z9_FINAL_ER_CERTA NTEEQ_ASPHALT
SHINGLES_FL5444-R12,pd
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Qpy ht 2007-201 State of Florida.:: Pri,,,_ v y c tement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
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 ham.
Product Approval Accepts:
Credit Card
Safe
https://floridabuilding.org/prlpi_app, dtl.aspx?param=wGEVXQwtDgtah 1 gO7CSsoycOrl28CcpCm5j9JS30sk4S7sljNd 1 wNg%3d%3d 2/2
EXTERIOR RE5EARCH&DESIGN, LLC.
artifio ofAuthorizouion #9503
U8 UK~ Y
j I`—"^°
353CHRISDANSTREET UNIT #l3
OXFORD, Uh47B
iU^NU U 8 PHONE: (Io3)I6I'9245
FAX: (lO3)202-9Z43
EVALUATION REPORT Evaluation Report 3532.09.05-1111
20MMooresooDate nfIssuance: o9/22/2O05 Malvern, PAlg355
Revision 11:12/V8/2016 Sco'c »
rules and regulations governing the c useof This EvaluationReportisissuedunderRule6162] and the applicable construction matedu|
si»the oteofR»rdo Thedocument nsubm edhasbeenra ewedbyRobe Niem)»s PI.» use of
the product under the F|on«aBuilding Code and Florida Building Code, Residential Volume. The products describedhereinhavebeeneva|uatedforcomp|iancewiththe5mEdition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertanTeedAsphalt
Roofing Shingles Lxasuwo: Labeling shall
be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FaC15o7.2J.
z/89V5.2.6.1 CounwusnCoMpuxmoz 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 bythenamedclientconstitutesagreementtonotifyRobertNleminen, P.E. if the product changes or the referenced Quality Assurance
documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative 10updated Code
requirements with each Code Cycle. AovsnnSeMsmr The Evaluation Report
number preceded by the words "TroitylEDD Evaluated" may be displayed in advertising literature, |fanypordonufthe o|
ua onRepo isdisp|ayed,thenitxhaUbedoneinitsen rety. b idedtothe userbythe manufacturer
or its INSPECTION: Upon request,acopyofthisenreEvaluationReportshallepmvdisthbut000ndshaUbeavai|ab|eforinspectiunatthe]nbs|teattherequestufthe8uiidingOfhdai
This Evaluabon Report consists of
pages I through 12. Prepared by: Robert J.xx.
mieminan,P.
E. Florida Registratfonmus9166,Florida o0ANE1983 The
famimilt seal appearing °s=
thorized by Robert Niernmen, P.E on W08/2016.
This does not same as = electronically signed document Signed, sealed hardeopies have
been tmn=ltttd to the product Approval Adm*m=mand °
the named w*nt CERTIFICA11ON OF INDEPENDENCE: |u afino ina
c n m
Bmdoe not have, nor distributing nroduusitevaluates.
d o|| companvmanu u
nmovdi bpdngPmduc a|"
a s. 2 Tnni|sn i no«=»p pp
orc»nvw||r by nan^||nten inany company maoufauuhnoo,dist b«»
gprod»c for 3 nube niemine P do=`nc xavenor aplu/
n=a which the evaluation reports are being issued. ifinancial\
m= `bc,unu invo|md|nthe apprmm!
process ofthe 4. nube N}wminv P.dvssnc hav norvw:acqure'
a ,oz in any product. bui|dm evaluation. mherTnn'|Enonor Rube m mine
p.
are, in any way, the o imnerofRecord for y This uu which a| on n po,urpwov"co\on,er|
a us
dfu,pennu naordegretained project on , ua specifically for that purpose.
ERD
ROOFING SYSTEMS EVALUATION:
1 SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
b Ce ainTeed Corporation, have
Compliance Statement: Ce ainTeed Asphalt Roofing Shingles, as producedy `m ,
demonstrated compliance with the following secbonsofthe 5mEdkion(2n14)Florida nuUding Code and 5 Edition 2014)
Florida Building [ode, Residential Volume through testing in accordance with the following Standards. Compliance
is subject to the Installation Requirements and limitations / Conditions of Use set forth herein. 2.
STANDARDS: Section
PrIpe Standard Year zS0vzs
ms.z« phvuca|poo»arbe AsTMoa«oz 2009 zso7z7.
nso5-z.s l Wind Resistance sTmoazs c|as F zvv znou
zso7.
z.7.z'n9os.z.s z Wind Resistance o7z5o ciaoK 3.
REFcnsmos: Entily
Examination Reference Date oL(
TSTz74o) AsTMos1oz 94Nx9632 0$15/1998 zl/
z$zaeo uL(
TsTz7*u) farmosze1 99mx26506 0$
27/2003 uL(
rST 1740) farMo316z 03cA12702 os/
zs/zoos uL(
TSJ174n) SrMouz6z 03cu12702 s/
zooa uL(
oTz74o) AsrMo3zsz o wxzy2 7 n
c szg os/z oo4 VL
srz74o) AsTMo31G1 04cA32986
zz/2oo* oLpsrz740)
aTmoazaz 05m«
0704e yzs/zno5 uL(
Tz7w)) vSTMosz«z nSwKz
78 o$z/oos VL
sTz74n) xsrwo3osz 05cA16778
os/Ynus uL(
Tz74o) SrMo3zsz 05mx14836
nos os/zz^ UL
z74u) sT oa z osNKzzuoV
os/z 2oosz7ou) UL(n xaTmoaz«z n684
og/u oos uL(
TsTz74o) STwo34oa 05N
8osy oo/a oo6 uL(
Ts7z74o) UL(
B aTMo7z5o
Mo31G1&
os4mz ASTM09[«zD03 o7/Z3 /oog UL(n zmo)
TMos4Gz zo[A41303 oV'u o uv^ 10/08/2010uL(
TsT174o) x5rmo3161 10cx41303
10/27/2010 uL (
TsTz74n) ASTMo7z58 Iucx41303
11/11/2010 uL(
rST 1740) A5TMo3161&
o3462 IuCA44e60 11/21/2013 uLuc(
nSToGro) xsTmos161,o34sz&
u,z5a 13[x32897 04/22/2014 VLUI(
nST96zu) xsTMosz61,n34a2
Tnxo_n684 0//I2/2014 UL
LLc(TST9Gz8) AsTMo7z58
nsAH.R684 09/16/2014 u
uI[n 9sz
xsTm 31sz8oa46z 4786834434 02/12/2015 ULU[
r 9szD) I
m o3 6&oaosz 4786570826 zZ/z Oz5 UL[
T95Io) e oa
6 Da46z&o7 s8 47o6s7U7z7 oz/oy/2oz uL4
z(n9s2u) nMosz6z&
o346l 4787195678 10V26/2016 uLUz(TST9Ga8)
AsTM D3161,
D3462&o7158 787380356 10/13/2016 uLUC (
TsT9G2a) STMo346z 4787380357
11/08/2016 uL
LLI(TST9s28) STwD7zs8
4787380357 11/09/2016 ULUI(
TSTg6zo) ASTMo3z6z 4787380357
Service Confirmation Exp.o7/
03/2O17 VLuI(QUA 9625) Quality
Control m nm z uo
nu n e
omo*ucnuc **n e mow vxzsvxmm ow
c«u°A"m"
ms"« Revision 11:z2/u9/20z Page zof 12
I
I I RINITYJERD
PRODUCT DESCRIPTION:
4.1 CT20T", XTT" 25, XT" 30 and XTr" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.2 ArcadiaT", Belmont-, Carriage House Shanglee', Grand Manor Shangle" Landmark T", Landmark' iR,
LandmarkT" Pro, LandmarkT" Premium, Landmark' TL, Landmark" Solaris and Landmark' Solaris IR are
fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGatel is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.4 Presidential Shaker", Presidential Shaker" IR, Presidential Shake TUT" and Presidential SolarisT" are
fiberglass reinforced, architectural asphalt roof shingles.
4.5 HatterasT", Highland SlateT" and Highland Slater" IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge T", Shadow Ridge', Cedar Crest', Cedar
CrestT" iR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R90S.2.6.1 to ASTM
D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
up to v.,d = 150 mph (V K = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
instructions, for use in wind zones up to Vazd =150 mph (V„ It =194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturerfor data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the
calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V„,, = 194 mph) for
residential buildings located in Exposure D conditions with no topographical variations (flat terrain)
having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for
installation in these conditions using the installation procedures detailed in this Evaluation Report and
CertainTeed minimum requirements, subject to minimum codified fastening requirements established
within any local jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3.
Exterior Research and Design, U.C.
Evaluation Report 353LO9.Q5-R11
FBC NON-HVHz EVALUATION
FL5444RSQ
Certtfcate ofAuthorization t19S03 Revision 11: 12/08/2016
Page 3 of 12
C)o
I I KINIIYERD
INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance. with manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
6.4 CT20-, XT- 25, XTT'" 30, XT— 30 iR•
LOW AND STANDARD SLOPE STEEP SLOPE
EN6LISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement{ for every full
f —.(305 mm)- (305 nm) (305 mm)—shingle (Figw•e 114). dsphalt roofing cement meeting eSTM D4586
r+ 1" (25 mm) Sealant 1" (25 mm) j
Type II is suggested.
5 sle" (145 mm) _ — _
5 r/z rwor
METRIC _
13Vrf
13r(e"(
251 ' (25 rrm} jAPP 1" (25nen} spots N asphalt rooting cementundereachtabcorner.
5
Figure114 tlsefournaasandsizspots ofaspbaltamrentOnsteepslopes. C&.
Mor Excessive use of roofing cement can cause shingles to
blister, Figure
113: asefaurnatkfar avyfiasbingle 6.
4.1 Hip & Ridee for CT201, XTI 25 XT" 30, XTI 30111: Cut Shingles 1tract' )
2' (
50
mm) emove..,,, 35 i
t
I " it 12" 305 ^
Gap _
cap}
Shingle Shingle
Shingle Figtae Ij-
2A Cut tabs, then him back to make eap sfitngies ngltsb dlraeirsions
sboton). 5" t21(
305mm) 5 1a
Sh anll Figure 11-
2.5: Installation of asps along the hips and r4- 6.4.
1.1 For ASTM D3161, Class F performance use BASF "Sonolastic" NP1"' adhesive or Henkel "PLO Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. Exterior Research
and Design, LLC. Certificate of
Authorization A9503 FBC NON-HVHZ EVALUATION Evaluation Report
3532.09.05-R11 Fi5444-R10
Revision 11:
12/08/2016 Page 4
of 12
6.5
LOW AND STANDARD SLOPE
Use SIX nails for every full shingle located as shown below:
Nan tine
Nat
Nail tare
t' (25 nn) t' (25 MM)
Figure 2: Use six nails for euety full shingle.
f TRINITYIERD
STEEP SLOPE
Use SIX nails and FOUR spots of asphalt roofing cement for emry full
Shingle as shown below. Apply asphalt roofing cement 1"(25 mm)
from edge of shingle. Asplialt roofing cement meeting ASLM D 4586
Tyke U is suggested.
r---r
i 1'(25MM) t'(25 MM)
Figure 3: Use six :rails and four sPots of aspbaU
roofing ceinerct on steeP slopes.
6.5.1 Hip & Rid>?e for ArcadiaTM: Cedar CrestT", Cedar Crest` IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum
inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161, Class F performance use BASF "Sonolasticw NP1T" ' adhesive or Henkel "PL®
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line'/ to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab
sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
Hand -sealing adhesive
4a
1W ILI
314° 110 1-4
1a
Dab of asphalt
cement between l„
shingle layers
Evaluation Report3S32.09.05-R11
Exterior Research and Design, L.L.C. FL5444-R10
cert(frcate of AuthorizaUan #9503 FBC NON-t{VHZ EVALUATIDN Revision 11: 12/08/Z016
Page 5 of 12
l RINITY ERD
6.6 I BELMONT'":
t—
Low and Standard Slope Steep Slope (greater than 21 J 2):
2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement' for every full
located as shown below. Belmont shingle. Apply asphalt roofing
cement 1" (25mm) from edge of shingle.
oI= See below. Asphalt roofing cement meeting
t
ASTIvt D4586 Type II is suggested.
I..__,'(25mm) 1•t25non3-'"'I ^`-
4
5+d•d5acn} tj ales
o Additional nails il regoimi —
T—
I"--t•t25man} 1`(25nm)—"'I -— P t
5t5
a
220mm) p
1`(
25mm) ---- Roofing Cement 6.
6.1 Hip & Ridge for Belmont`: 6.
6.1.1 Q tip on1: Refer to instructions herein for Cedar Crest`", Cedar Crest' IR hip and ridge shingles. 6.
6.1.2 Option 2: Shangle® Ridge Figure
17-1& Shangle° Ridge. Remove
tape Exposure
from the right side and
fasten SECOND
Fasten
the left
side 81 8, RIGHT
FIRST !
LEFT
Figure
17-19: Installation of Shangle® Ridge shingles on
hips and ridges 6.
6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastime NPI " adhesive or Henkel "PL® Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation
Report 3532.09.05-R11 Exterior
Research and Design, LLC FBC
NON-HVHZ EVALUATION FL5444-
R1 Cert(
tTeate afAuthor"nation tf95Q3 Revision 11: 12/08/2016 Page
6 of 12
6.7
6.7.1
6.8
CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE :
LOW AND
STANDARD SLOPE
Use five nails for every full Shangle.
i..
z7'I'- -
1" Rp (25 mm)
5/Er,
588"
16 mm) (220 mm)
Figure 174- Uae frre nailsfor ererp jdt GrandAfanorSbangle,
Carriage House Sbangle, or Centennial Slate.
I I RINITY I ERD
STEEP SLOPE
Use seven nails and three spots of asphalt roofing cement for every
full Grand Manor Shangle. Use five nails and three spots of asphalt
tooling cement for every full Carriage House Shangle and Centennial
Slate. Apply asphalt roofimg cement 1" (25 mm) from edge of shingle
Figure 17-5). Asphalt roofing cement meeting ASTM D45861 pe U
is suggested.
t 11z••
38 am)
or less ^ t-
1--(25mm) I (25)
5/8-
8 5V
5/
16 mm) I (
22C mm}
25 mm) ROARS Cemenl
Figure 17 S: W&a installing Grand Atanor Sbangles on sleep slopes;
use wren nails and tbree spots of aspbalt roofing cement.
Hip & Ridge for Carriage House Shangle® and Grand Manor Shan: Refer to instructions herein for
Shangle(O Ridge hip and ridge shingles
LANDMARK"", LANDMARKT" IR, LANDMARKT" PRO, LANDMARK.. PREMIUM, L.ANDMARKTm TI., LANDMARKTm
SOLARIS, LANDMARK TM SOLARIS III, NORTHGATE:
LOW AND STANDARD SLOPE
METRIC DIMENSIONS
12 14314" 12"
305 mm (375 mm)—t--(305 mmj-•*• j
1" (25 mm) Release Tape
11/2".
Nailable
Area
LANDMARK TL
II I
Figure 13-i- Usafour nails foreverx full sbiugle
NorthGate:
VVIM
WAVG 12" 1431V Ir
AM 4+— (305 mm) — 1 --- (375 mm) •-- — (305 mm}
r P flux) rP
Hang area: for low and aWndard *pa (fram 2:12 to 21:521
Nal behme upper & bw bias as Wa above.
Evaluation Report 3532.09.05-R11
Exterior Research and Design, LLC FL5444-R10
Certificate of Authorisation #9503 FBC NON-HVH2 EVALUATION Revision 11:12/08/2016
Page 7 of 12
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every full
laminated shingle. See belonv. Asphalt roofing cement should meet
ASTM D4586 Type 11. Apply 1" spots of asphalt roofing cement unde
each corner and at about 12" to 13" in from each edge.
METRIC DIMENSIONS
12"--
305 mm)
xs ra4sm
ail Area
xsteepT
375 mm) (305 mm)
elease Tape
I " (25 in707-1
F)o
tll RINITYJERD
LANDMARK TL
r(343 ------
13i/2" 13" 131/2"
I (343 mm) (330 mm) mm}
F"I--1(25 mm) 1 "(25 mm)- -
I
M VI-44 W-0pp., , i
Figure 13 S: Use six nails errorfour shots of
asphalt roofing cement on steep slopes
NorthGate:
STEEP 12" 14-314" 12"
SLOPE f -.— 305 mm), (375 mrn}—#' ` W$ m
NAILING Nailin .mwesits
AREA 1 „-1'(25 mm) Way, Iny, er. 1"(25 mm)
n
G
Nailing areas for steep slopes (greater than 21:12)
and "Stom-Nalling"
NaI between lower 2 nail Ines as shown above.
6.8.1 Hip & Ridge for Landmark-, LandmarkTM` IR LandmarkTM Pro, Landmark' Premium. landmark''' T
Landmark'' Solaris LandmarkTM` Solaris IR NorthGate:
6.8.1.1 option 1: Shadow Ridge' or NothGate Accessory
IT
9?/8
305mm) (
250mm}
415(1G—--415/16°
5 —+ — G (125mm) I (125mm)
150mm) I (150mm)
ICentering
t2
305mm) Notches for Alignme tto
the Top Edge of the Previous
T
Cap for 5' (125n n) Expasum t
English Dimension
Shadow Ridge'"
Notch for
Centering
131/4' f
Notches337iruti) for Alignment to 7518"
the Top Edge of the Previous 196mm)
Calibr550041mm) 6tposumL\----1 1
Metric Dimension
Shadow Ridge'
Evaluation Report 3532.09A5-R11
Exterior Research and Design, U.C. FL5444 R10
certtficate ofAuthorkation #9503 FBC NON-HVH2 EVALUATION Revision 11:12/08/2016
Page 8 of 12
9 27M
A 1511E (1;5 rnrn)
13 1/8"
333 nun
Catsun Nat h I+ 6 518 --6 5/8` •
1168 mm) 168 mm
is 1IT f Ce ering
337mrn)
LedgO
Urst /Notchtat
of {39Etnrsc) (
337mm)
Alignthesa75/8'
coo= I
1
notches to top (194 mm)
edge of i
previous course. .
NorthGate Ridge NorthGate Accessory
305 O Laying Notch
I
7 // \ \'C-
Figure 13-20. Use bV*;gnatcbes to center sbingla on bsps and
ridges, and to locate the correct exposum
6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1''" adhesive or Henkel "PLI
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.8.1.3 Option 2.: Refer to instructions herein for Cedar Crest', Cedar CresVTM IR hip and ridge shingles.
Evaluation Report 3532.09.Q5-R11
Exterior Research and Design,LLC. FL5444-RIO
Certificate ofAuthorkation N9503 FBC NON-HVHZ EVALUATION
Revision 11: 1Z/08/2016
Page 9 of 12
6.9 I PRESIDENTIAL SHAKE -, PRESIDENTIAL SHAKET' 111,PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISTM
LOW AND STANDARD SLOPE:
For low and standard slopes, use five nails for each hill Presidential
shingle as shown below.
Nailing ------- 40' i
Guide Unes (1016 mm)
5114,
133 mm) 141t4'
11t2' 3E men) (362 -.)
NOTE: Apply nails on painted guideline.
Figure 16-6 Fastgxing) tmidential and Preskknffd TL Shake
skargles on low and standard slopes
STEEP SLOPE:
For steep slopes, use nine nails for each hill Presidential shingle and
apply i- diameter spots of asphafk roofing cement under each shingle tab.
After applying 5 nails in between the nailing guide lines, apply 4 nails V
above tab cutouts maidng certain as of overlying shingle cover nails.
i
V diameter asphalt roofing cement
Figure 16-7.FastMM9 Prerr`dertftal and PresfdentW T/L Shake
shingles on steep stapes.
6.9.1 Hip & Ridge for Presidential Shake' Presidential Shaker IR Presidential Shake TITPresidential SoiarisTM:
6.
9.1.1 Option 1: Presidential Accessory PRESIDENTIAL
ACCESSORY Presidential
accessory shingles can be used for covering hips and ridges.
Apply shingles up to the ridge (expose no more than 7' from the
bottom edge of the "tooth." Fasten each accessory with two fas- teners.
The fasteners must be 13/4, long or longer, so they penetrate either
3/4' into the deck or completely through the deck. Presidential accessory
comes in two different sizes: Accessory produced in Birmingham,.
AL is 12' x 12'; Portland, OR produces 97/s' x 131/4' accessory.
6.
9.1.2 For ASTM D3161, Class F performance use BASF "Sonolasticw NPI " adhesive or Henkel "PLe, Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.
9.1.3 Option 2: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. 6.
10 1 HATTERAST": LONE,
STANDARD AND STEEP SLOPE Frgure
15.3: WenhrgBatteras Sbiugtar as Lomandstandard
slopes For
I= and suudard slopes, use five units for each full Hattaraa
shingle as sham 2bDM RZ
a 15.1 Fastaataj ftaamuSbluglat oa JYerpsroprx For
steep slopes, use fire uaiit aad cigte Spots of =Ph'* roofing cement
for each hilt tianems shingle m shonn abote Vplr i' 25mm)
diameter Spas of roofing cement (ASrbt D 4586 Type n suggested)
under each tab corner. Press shingle into place* do not expose
cement. cAurION:
Too much roofing cement can ease shingles to bustm Evaluation
Report 3532.09.054M1 Exterior
Research and Design, LLG . FL5444_RID Certificate
of Authorization #9503 FBC NON-1 NHZ EVALUATION Revision 11: 12j08/2016 Page
10 of 17
6.10.1 Hi &gRide_ for Hatteras*'":
6.10.1.1 Option 1: Accessory for Hatteras
Figure 1544. 18 A)rw:ptece untts separate to make
54 HatierasAxewrysbMgk 6.
10.1.2 option 2: Cut Hatteras Shingles 9„---
232
mm)1 I
I I
I I
I Cap
EShqi ap Cap Cap Shingle
gle Shingle Shingle 8"—•{
18,,(460 mm)'''-{ ofi 460
mm) " L40mR
Figure
15-20. Cui Hatteras sbinglcs to make onw cap. Figure 15-21- Ins Waftof caps d1ong bips and rrd 6.
10.13 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'" adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements. 6.
11 I HIGHLAND SLATE"', HIGHLAND SLATE"" IR: LONE
AND STANDARD SLOP{~ STEEP
SLOPE Use
FIVE nails and ELGU spots of asphalt roofing eemenr for each j
wn e im o r as full Mond State shingle. For Miamt-Uade, M nails are repaired. II —
T
Apply 1 I diameter spots of asphalt roofing cement under each tab r .
comet Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Fla
Miami-
Dde requ'' s1Xmftltran"
aa 1a.5laned
0W CM ar n"oN134
wn) Figure ,U
3: UseF7PB nails•. far erg' Hr&blrmd Slak sbMgls oam SIXneQe(
bienera MQ"W
ver W W a"a"
s aM"n} Rpm Use
HMnaUsandelgbrsporsgfasp6alt roojb;za
rmrt undereacb tab corner. GAUTloH; Excessive
use of roaring cement can cause shingles to blister.
6.11.
1 Hip & Ridge for Highland Slate', Highland Slate"" IR: Refer to instructions herein for Cedar CrestTM, Cedar CrestTm IR
or Shangle Ridge'" hip and ridge shingles. Exterior Research
and Design, U.C. Evaluation Report
3532.09.05-R-U Certificate ofRuthorization
ti9503 FBC NON-HVHZ EVALUATION FL5444-R10
Revision 11:
12/09/2016 Page 11
of 12
6.12
LOW AND STANDARD SLOPE
Use FOUR nails for every hull shingle located as shown below
Iznt
P.jjj— — — — P (25 ma)---;
t'r1B'
155 min)
V I KINI"jiIERD
STEEP SLOPE
Use FOUR nails and four spots of asphalt roofing cement for every full
shingle as shown below. Asphalt roofing cement meeting ASTM D4586
Type D is suggested Apply V (25 mm) spots of asphalt roofing
cement as shown.
CAUTION: Excessive use of roofing cement can cause shingles to blister
o-o-lB• I
t rtmJ i • A
I Rc01109 cem"t
iaf an) Vmrtnd t U
TM
6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest"", Cedar Crest' IR, Shadow Ridge,
NorthGate or Shangle Ridge"" hip and ridge shingles.
7. LABELING:
Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the
Accredited Quality Assurance Agency noted herein.
Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1 / R905.2.6.1.
7.1
7.2
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C.
Evaluation Report 3532.09.o5-RII
Certticate of Avrharsation #35Q3 FBC NON-HVHZ EVALUATION
Revision Revision 11: 12j08/Z01 6
Page 12 of 12
3/2/2018 Florida Building CodeOnline
at 4p 3a r t4 v}x ) 4 f"•. S momar'
4
4
cxbm"sa a;,k "x. ?1, {r .yz,*i, . ..o- ?;§,,ii•. .,,i 3.. i'^ tx.Aa. ..#, : . . .. 4-,.
BCIS Home Log in 'I User Registration Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff BCJS Site Map Links search
Florida
Product Approval
USER; Public User
Product Agprovat enu > Product ar Annlication Search > Application List
Search Criteria
Code Version 2017 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 HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
scar a - .. 1.-
lypg Manufacturer Yalid 1sgd By, 55atus
FI 15216-R3 Revision InterWrap, Inc. John W. Knezevich, PE Approved
H-gry. Category: Roofing 954)772-6224
Subcategory: Linde rlayments
Approved Dy uarK. Approvals Dy uarre sndu uc I'll r '- 1-1 —„ 1
Contact Us :: 2601 §lair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: AgSessibility Statement :: Refund 5[0tement
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 here .
Product Approval Accepts:
0099M
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_Ist.aspx
1/1
3/2/2018 Florida Building Code Online
Product ApprovalrFloridaUSER: Public User
Product 11ptqv&N&nq > Product or ApplicationLLOjioSearch > > Application Detail
FL # FL15216-R3
Application Type Revision
Code Version 2017
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@i nterwrap. cam
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778) 94S-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W. Knezevich, PE
V Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL1521 _R3_COI_2017_Q1_COI_Nj9Mja99 R
Standard YAM
ASTM D1970 (tear) 2015
ASTM D226 (physicals) 2009
https://floridabuilding.org/pr/pr_app__dti.aspx?param=wGEVXQwtDqv3yVVKJZ1 QRAdhyl2u8kQGnf9ayHyTiLG8tW0uK8nwXA%3d%3d 112
3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
15216.1 RhinoRoof Underlayments Synthetic roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15216_R3_II=017_10_FI_ NAj_R_INTERWRAP_RHINQRQQF_F 5 16-
R ,pcLApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
E 5216_R3_AE_2017_10_FINAL_ER INTERWRAP_RHINOROOF_FL15216-
F3 pdf
Created by Independent Third Party: Yes
Hack Next
Contact Us :: 2601 B,Jair Stone Road, Tallahassee FL 32399 Phone' §SO-487-i&24
The State of Florida is an AA/EEO employer. _2pyright 2907-2413 State of Florida :: Priv cy Statemenk :: Accessibility Statement :: Ref nd _ t tem 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 Section455.275(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 here .
Product Approval Accepts:
MM .. FIRM e49
Credit Gard
Safe
https://floridabuilding.org/pr/pr_app._dtI.aspx?param=wGEVXQwtDgv3yWKJZ1 QRAdhyl2u8kQGnf9ayHyTiLG8tW0uK8nwXA%3d%3d 2/2
y/jpf 2L/I4 . _
F o
JTRINI-ry
EVALUATION REPORT
Interwrap, Inc.
339Z3Mission Way Mission,
BCVZV-6E4 Canada
EXTERIOR
RESEARCH 8kDESIGN, |LC crtificotevfxuthorizomon»gsua
3sacxmsnAmSTREET, UNIT #
za U OXFORD, cTna47u
PHONE: (zoa)as2-
9o4s l4OS10 12-R2
Evaluation Report FL15Z16-uz Date
ofIssuance: O2/
17/2O12 Rexision2:04/27/2U1S
SCOPE: This Evaluation Report
b"issued under Rule61G20-3 and the applicable rules and regulations governing the use of construction materials inthe State
ofMohda'The documentation submitted hasbeenreveweJ6yRobertNleminen, p'E'for use cfthe
product under the Florida Building Code and Florida Building Code, Residential Volume. The products oesu.6e" herein have
been evaluated forcomp|iance with the 51h Edition (2014) Florida Building Code secbonsnoted herein. DESCRIPTION: RhinoRoofUn6a1ayment Lxacumo:
Labeling shall be
in accordance
with the requirements the Accredited Quality Assurance Agency noted herein CONTINUED CoMpu»mos:This E«
a|«
at»»epo i R i valid until suchtimeas the named product(s) changes, the referenced i of Code Acceptance of OuaUtyAssurance6ocumentationchanges,
urprovoun e b Ni i
PE if the
product Quality - b the 6 client constitutesagreement
to notify Robert emnen, . this Eva|uadon Report y e
name - changes. ThnitylERDrequires acomplete review nfthis changes
or the referenced Dua|ityAssumnco documentation EvaluationReportrelativetoupdatedCoderequirementswith
each Code Cycle. The Eva|ua nnRepo number preceded bythe words "
Trinity IERD Eva|uated"may bedisplayed in ovsnnsswsmr' e advertising literature. p`/ ufthe Eva abonRepurtisdisp|ayed,then|tshaUbedoneini1sen rety.
of entireEvauabunReports aUbeprov6edtotheuser6ythemanufa ureror mspscnom;Uponneques acopyo / . its distributors and shall
beavailable for inspection atthejobsiteatthe
request ofthe Building Official. This Evaluation Report consists ofpages 1through 3. prepared by: Robert 1M'Nia E. Florida
Registration No. 59166, Florida o0ANE1983 product Approval AdmhlvbwWr and
W the
named client The ficsimUg
seal appearing vas authorized * Robert m*rn"en, pl- on 04127/201S. This does
not serve as an electronically signed document signed, sealed handcopies
he- been tranu,mttted 10 the CERnFICA'nON OF INDEPENDENCE: U a|
i in T|Bm n n u\d a e
distributing products it evaluates.
vr n|\:dbvvnyoompanyman"#o
naor bpdncp dvc am\ua s 2' Tn»
ny|Enoisnot owned, ope
z onor,m||acquin nanda|\nte,e inpnvonmp nv nm#
uhnaordi nbud»np»od«c f»r 3. Rohe wcmme p.cdoes not have which the evaluation reports are being issued. m i
finandu|)n re inanyherun process 4. npbemiemmc P.
s.do'sncthave.no,vwxacquraa productb building
codeNeherThnUy{E8onorxohe N)emine"' P.E.
are, in any *mXthe ocdunerofRecord for any T»
y « »mco ruons h n o\s,susedforpennVdnoordcsionmuidancevn|e r amed pn=onwhich i,sv\uadonncp orp ouv " specifically for
that purpose.
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:
Section Properties Standard Year
1507.2.3, 15075.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006
1507.83, 1507.9.3, 1507.9.5 on Heating
1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005
15073'.3 Heating, Liquid Water Transmission,
Breaking Strength, Dimensional Stability
3. REFERENCES:
EntityExamination
Reference Date
ITS (TSfi1509) Physical Properties 10053939SCOQ-006 10/27/2011
ITS (TSr1509) Physical Properties 100539395COQ 002
0303/ ITS (
TST1509) Physical Properties 100539395COQ-006 /14/201/
2014
ITS (
QUA1673) Quality Control Inspection Report 11/17/2014 4.
PRODUCT DESCRIPTION: 4A
RhinoRoof U20 is a multilayered polymer woven coated synthetic roof Underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced
in various other sizes. 5.
LIMITATIONS: 5.
1 This is a building code evaluation. Neither Trinity IERD 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. 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 AH1 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: TABLE
1: RoOF Coven OPTIONS . Asphalt
Metal Wood
Shakes Slate or Shingles
UnderlaymentNall -On Tile Foam -On Tile & Shingles Simulated Slate RhinoRoof
U20 Yes No No Yes Yes No 5.
6 Exposure Limitations: 5.
6.1 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 ASi'M D226, Type I or It or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared
roof covering to be installed. Evaluation
Report 140510.02.12-RZ Exterior
Research and Design, U.C. FLISZ16-RZ Certificate
of Authorization #9503 Revision Z: 04/Z7/2015 Page
2 of 3
jT NITYIERD
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.
6.4 RhinoRoof U20:
6.4.1 Fasteners:
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-S/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 Single Laver; Roof Slope >
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 .Double Laver; 2.12 < 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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly 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 OA requirements.
9. QUALITY ASSURANCE ENTRY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
Evaluation Report I40510.02.12-R2
Exterior Research and Design, LLC FL15216-R2
Certificate of Authorization #9503 Revision 2: 04/27/2015
Page 3 of 3
Florida Building Code Online
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ffKesurwaw,
v .a/,
lidatedBy Status
Steven M. Urich, Approved
MILLENNIUM METALS INC. PE
Category: RoofingCILSubcategory: Roofing Accessories that are an Integral Part of the (717) 317-8454
Roofing System
Approved by DBPR Approvals by DBPR shalt be reviewed and ratified by the POC and/or the Commission if necessary.
rbnta—ct Us :: 2501 Bi I r 5to.- ^O =psd Tallaha ee Fl 32a44 Phone: &U_4V_'V4
A hlllty Statement :: RnR'Jnd Statement
The State of Florida is an AA/EEO employer. „ n.Xrioht.3,00?-2m' a'aro of Florida.:: Pri cv Staremznt_ :: Si
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 sendelectronicmall [o this entity. Instead, contact the office by Phone or by traditional man. 1f you have any questions, please contact 850.487.1395. Pursuant to
Semen 4ic mail ( o Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ifnotwishto
they have one. The emallsprvided eayybbe used
d
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h the Ivan be made ava8ablecensee. However aitoathe public. To d
publicarerecord. IItyou are a licensee under supply
a personal address, please,Chapter 455, F.S., please dick here . product
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cVew a+ Product Aooroval Menu > Prodyct.or Aooikatlon Search > Aooiication List > Application Detail FL #
FL16568-
RI Application
Type Revision
Code
Version 2014
Application
Status Approved
Comments
Archived
Product
Manufacturer MILLENNIUM
METALS INC. Address/
Phone/Email 1333
HAINES STREET EXP JACKSONVILLE,
FL 32202 877)
358-7663 tmccogan@aol.
com Authorized
Signature James
Buckner jimmy@cbuckinc.
net Technical
Representative Tonya
Steele Address/
Phone/Email 10200 Eastport Road Jacksonville,
FL 32218 904)
358-8366 tonyac@mml2000.
net Quality
Assurance Representative Address/
Phone/Emall Category
Roofing
Subcategory
Roofing
Accessories that are an Integral Part of the Roofing System Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer 2
Evaluation Report - Hardcopy Received Florida
Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the
Evaluation Report Ronda
License Keystone
Keystone Certifications, Inc. QualityAssuranceEntityQuality
Assurance Contract Expiration Date 09/22/2026 Validated
By Steven
M. Urich, PE Validation
Checklist - Hardcopy Received Certificate
of Independence Fj 16568 R1 COI CertOflndeo Ddf Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code 1709.2
Page 2 of 2
Florida Building Code Wine
Product Approval Method
l
Method 2 Option B
Date Submitted
03/02/2015 '
Date Validated
03/02/2015
Date Pending FBC Approval 03/05/2015
Date Approved
04/15/2015
Summary of Products
FL # Model, Number or Name Description
16568.1 "MMI-2" off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached
Deck. 4', 6', 8', 10' Nominal LengthstoPlywood
Limits of Use
Installation Instructions
R1 II 01 MMI 2 OffRid0VPnt-ASTME330-
Approved far use in HVHZ: No
Approved for use outside HVHZ: Yes
FL16568
Ctegl EVALREPQRT Ddf
By: James L. Buckner, P.E. @ CBUCK, Inc. P.E.
Impact Resistant: No
Verified
31242
Design Pressure: +N/A/-75
Refer to evaluation report for conditions and Created by Independent Third Party: Yes
other:
limitations of use. Refer to manufacturer's installation n ReportsEvaluation
O1 MMI-? OffRidoeVent ASTME330-
instructions as a supplemental guide. feel EVALRMQRT.odf
Created by Independent Third Party: Yes
16568.2 MMI-2B Off Ridge Vent Steel or Aluminum off Ridge vent with Detachable Baffle for
attached to Plywood Deck. 4', 6', shingle roofs mechanically
81, 10' Nominal Lengths
Installation Instructions
Limits of Use R 16568 RI II 02 MMI 2B OffRidoeVenC-TAS
Approved for use in HVHZ: No
EVABy: Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @CBUCK, Inc. P.E. Verified JamesL.
Impact Resistant: N/A 31242
Design Pressure: N/A
Refer to evaluation report for conditions and Created by Independent Third Party: Yes
other:
limitations of use. Refer to manufacturer's installation Evaluation RAF Q2 MMI 2B OffRidoeVent
eports
TAS
instructions as a supplemental guide. 100 EVALREPQRT Ddf
Created by Independent Third Party: Yes
Baas
01 Blair Stone Road Tallahassee FL 32394 Phones 8 0-487 1824
The State of Florida is an WEED employer.:.Qpvriaht 2007-2013 ate ofFloddL :: Privacy Statement :: Acrn 611tN t me_r; :: 3Cllt0d-Stc3LC¢' !t
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to apublic-records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addreto ss
If l
theyhavepersonal ddressalPease provide the Department wYtt emcial an addreswhihanhemadeavailableensee. However aitoatheppub . To detare lemtlic neIfyou
ar. if youe a
licensee undersuRRh' R Chapter
455, FS., please dick b S-m—. Product ApprovalAccepts:
mom Cna IJ4
Card
Safe ILRUIIIMI&%392
nl/,1,1n MILLENNIUM
METALS. INC.
10200 Eastport Road Jacksonville, Fl 32218
877-358-7663
Off Ridge Vent Installation (with or without detachable baffle)
A. Preparation
To prepare roof for installation it will be necessary to determine how many and what type of vents will be
needed for the project.
Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be
installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1.
IWORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES.
When installing vents on an existing shingle roof remove shingles from the sides and top of the opening.
Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the
body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening.
Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or
shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement
should be'/4" thick and should extend 2" onto the underlayment. The lower portion of the vent should alreadyhave. shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with
cement.
B. Opening & Positioning
The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum
clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the
opening.
Table 1-1
Off Ridge Vent Installation Chart
Length Net Free Area (so in) Cut Out Size
4> 115 46" x 2-1/2"
6' 175 70" x 2-1/2"
g> 235 94" x 2-1/2"
10, 295 118" x 2-1/2"
C. Fastening of the Off Ridge Vent
1) if using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofvent. Secure as indicated on
drawing.
2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on
center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the
comers of the vent
Nail must be ASTMF1667 compliant in accordance with Florida .Building Code Section 15.
Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum
Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida
Building Code (chapter 15).
26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel
26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B
26 gauge 0179 min ASTM A-755 Ptd Steel Commercial Steel Type B
Ptd Aluminum .025 min ASTM B-209 *
Alumbum, is aniy m aaable ivWA ddacimble baffle dug to flmlda PMdud APProvaC
Page 1
CBUCK EngineerWit
CBUCK, Inc. Certificate Of Authorization #8064
spe2cJamull r=iTUCftxc!)I &ngineerInQ
Evaluation Report
MMI-2B-" Off Ridge Vent with Detachable Baffle
Ridge Vent Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877).358-7663
for
Florida Product Approval
FL 16568.2 R1
Florida Building Code Sth Edition (2014)
Per Rule 61G20-3
Method: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roof System
Product:
Material:
Support:
ammi-2B" off Ridge Vent with Detachable Baffle
Steel or Aluminum
Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer# 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 15-104-MMI-2B-ORV-ER-14
Date: 2 / 26 / 15
Contents:
Evaluation Report Pages 1-7
S— 0-vb"c—
J 1 1.17
No.31242
Lij
0 S TAT FO F
RID
0.,
2015.03.02 1057:51 -05'00'
CBUCK, Inc.
1399 N. Milian Drive, Suite 4, West Palm Beach, Florida 33403rrheorkinr-npt
FL4: FL16G68.1R1
Date I/26/15
Report q'
CBUCK, Inc. Certificate of Authorization #8064
Millennium Metals, Inc.
Product Name: 1NK8I-2B Off Ridge Vent with Detachable Baffle
Product Category: Roofing
Product Sub -Category Roofing Accessories that are anintegral partoftheRoofing System Method:
S a eProd Approva|Rule 61G2O-OSC8 U) Compliancepmdu
v
x='"MM|-2B"off Ridge Vent with Detachable Baffle Description: Steel
or Aluminum off ridge vent for shingle roofs mechanically attached to plywood Deck.
b& to
Page
4 of this report for product assembly components/materials Product Assembly
as Refer Evaluated: standards:
1 off
Ridge Vent Z Fasteners
3. Roof
Cement Support: ~' ` Wood
Deck
n1 to
support framing isnu|dethe scope of Design of
support and its attachment this evaluation.)
Description: 1S/
32/
m|n.\orgreater plywood, specific ofD 2
w orVVoodplank (min.
s,oc, .ravh) slope:' ' 212 or Greater
FL #: FL 16S6$.1 R1
Date: 2 / 26 / 15
Report i\to.: 15 104 MM z6 QRV-E.R_14.
i....BUl..i` n Page 3 of 7
Speciatfiy
CBUCK, Inc. Certificate of Authorization #8064
5vuct uCa) E:flQ)fiE3L=fit1Q
Performance Standards: The following test pr hocorladwu
esperformed
addessed specificallyf :ally in the codenstrate
e with the
intent of the code a p
TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or increased
Windspeed Resistance of soffit Ventilation Strip and Continuous or intermittent
Ventilation System installed at the Ridge Area.
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014), Section 1709.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements of
Scope: the Florida Building Code, as related to the scope section to Florida- Product
Approval Rule 61G20-3.001.
Limitations and Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule' 61G20-3.004, the Florida Building commission is
the authority to approve products under "Optional Statewide Approval
option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with thealternatemethodsandmaterialsauthorizedintheCode". Any modification of
the product as evaluated in this report and approved by the Florida BuildingCommissionisoutsidethescopeofthisevaluationandwillbethe
responsibility of others.
This product has been evaluated to a maximum height of 33 feet.
This product shall not be installed on roof slopes less than 2 : 12.
Refer to applicable building code for ventilation requirements.
Design of support system is outside the scope of this report.
Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
FL#: FL16568.IR1
Date: 2/26/15
Report No.: 1-5-104-MM-2B-0RV-E1R-14
Wi 28"0ffRNgeVer¢w hDetachab 8aff
Components/Materials Ridge Vent:
by Manufacturer):
el: Steel
Thickness: 26gauge (min.)
Yield Strength: 4Oksimin.
FBC ect n1SD74''
onns|onResid Resistance: In ..
w ASTMA79Icoated, or
w ASTMA6S3G9Ogalvanized steel Aluminum----
Thickness:
C\O2S"(miu .) Alloy
31OS-Hl4 Resistance:
Cmnos|on F8[
Se n1SO7/k3' noompUancew ' 0
ASTMB2D9 Nominal
Dimensions: wmzn:
Height
Base
Fastener: Purpose:
Type:
Size:
corrosion
Resistance: 44/
2" Z,
4/,6 8'and 1Y Attaches
Ridge Vent Base Flange 1oDeck Annular
Ring Shank Roofing Nails 1lgauge
x1-l/2^ Per F8C3ection
1506.5 Per A5TMF1G67 '
Alternate Fastener
Purpose: Attaches
Ridge VenBase Flange toDeck Hex -Head \oodScrew
Type:^ #10x 1-
1/
2" (min.) corrosion ionResistnos Per
F8[Section lSO6.6and 1SO7.4 Standard: Per ANSI/ASME
B18.6.4 Roof Cement: h basedroofcementw/
SBSrubber Type:
abe os reeasp
a ` 1/4"h kminhnum
Application Size — U| andPer4STMD
O19Type
FL#: FL16S68.lV1
Date: 2/26/I5
Repol o'z zm:w aonm+c z
en' ineeCB anca Page
installation: Installation Method:
G-7ofthis repodJ RefertodrawingsonPagesPrepare
deck opening by trimming any shingles Qnails that may interfere with ridge vent
installation. Apply roof
cement to the underside, back and side flanges of the ridge vent. Cement should
be o 1/4"hickand extend 2" onto roof under\ayment. (install ct /sinstaUation8u\
deUnes cementincompUancew hmanutamanufacturer's .) Position ventflan
ebene hloosened shingles and align with deck opening. d secure
with nailsorscraw spaced SUdebof eontolowerroofventflangeanseco.c
ohvent top
and side flanges todeck w h noUsocscrews spaced4"o.c.and d 1-1/2"
fromeachen . w Minimum fastener penetration
1hrubottom ofsupport, 3/16". install the "MMI-2B off Ridge
Vent with Detachable Baffle" assembly in compliance with the installation method listed inthisreportandapplicablecodesectionscfFUC5thEdition (2014). Theinstallation method described herein
in the scope ofthis evaluation report. Refer tomanufacturer's
instaUationinstruotmns as a supplemental guide for attachment. 1TAS1OOk 9STest Referenced Data:
FL #: FL 16568-11 RI
Date: 2/26/15
Report N6,.: 15-104-MM-213-ORV-,ER-14
ineering Page 6of`7C:BULr-,, E09
x - -- CBUCK Inc. Certificate of Authorization #8064
Speclafty 51lTLjc:hjraI rangin Ing
Installation Method
Millennium Metals, Inc.
IMMI-2B" off Ridge Vent with Detachable Baffle Attached to Wood Deck
Profile Drawings
121,
4 1/2" T
3-
Side View (Not TO Scale)
Mml-Z"
Steel Of Ridge
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Mod Screws
Shank Roofing all
s
Detachable Baffle
tTwoplacethat rlernthatslides
into lower flange ofof vent and
secured v& fasteners
Lower slope
spaced 4" 0-c- (Front)
Typical Fastener(s)
11 Gauge Ping Shank Roofing Nail
OR
10 min. Mod Screws
11M... -Ul
Typical Side View (Not To Scale)
Higher Slope
Back)
CE3U'CK E=ngineer nc
r.pecianij 5tructural EnginevrIng
FL #: FL 16568.1 RI
Date: 2/26/15
Report No.: 15-104-MM-2B-0RV--ER-14
Page 7 of 7
C,qUCK, Inc. certificate of Authorization #8064
Installation Method
Millennium Metals, Inc.
11MMI-213" Off Ridge Vent with Detachable Baffle Attached to Woo . d Deck
11/2" o.c.
4!'o.c.
4!'o.a Typical, Maximum T-
Typical Fastener(s)
L1 Gauge Ping Shank Roofing Nall -Base Flange
OR
10 min. Wood Screws
Tap Plan View (Not ToScale)
Typical Fastening Pattern)
Nominal Lengths
4 Ft
6 FL 1<
f.
8 Ft.
10 :FL]
Detachable BgMe
Two piece system
that slides into lower
flange of vent and
secured with fasteners
spaced 4'o.c.
Typical Fastener(s)
P- - 11 Gauge Ring Shank Roofing Nail
OR
1 o min. Wood Screws
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
10200 Eastport Road. Jacksonville, F132218
877-358-7663
Off Ridge Vent Installation (with or without detachable baffle)
A. Preparation d what e of vents will be
To prepare roof for installation it will be necessary to determine how many antYP needed
for the project. Off
Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installedaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT
NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When
installing vents on an existing shingle roof remove shingles from the sides and top of the opening. RemoveanynailsthatinterferewithinstallingtheventThistypicallyincludesnailsthataretobe3" within the body
of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof
cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or Shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement shouldbe1/4' thick and should extend 2" onto the underlayment The lower portion of the vent should already haveshinglesinstalleduptothecutopening. The lower portion of the vent should sit on the roof cement ShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwithcement
B.
Opening & Positioning The
cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearanceof2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening.
Table
1-1 Off
Ridge Vent Installation Chart Length
Net Free Area (s4 in) Cut Out Size 4'
115 46" x 2-1/2" 6'
175 70" x 2-1/2" 8+
235 ' 94" x 2-1/2" 10,
295 118" x 2-1/2" C.
Fastening of the Off Ridge Vent 1)
If using detachable baffie, attach the baffle by sliding it onto the lower flange of roof vent CareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedondrawing.
2)
Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center.
The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers
of the vent Nail
must be ASTMF1667 compliant in accordance with Florida .Building Code Section 15. Millennium
Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum
available with detachable baffle only), which meets the requirements of the 2010 Florida Building
Code (chapter 15). 26
gauge (.0179 min} AZ50 Acrylic Coated Galvalume Steel 26
gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26
gaM (.0179 min.2 ASTM A-755 Ptd Steel Commercial Steel Type B Ptd
Aluminum .025 min ASTM B-209 Abmdnum
it aujy avaaablc ivfa+ dAwdwble baffle du-W p7 jda PmdudAppm=L Page
1
3/2/2018 Florida Building Code Online
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Criteria ftff1ae Search Code
Version 2017 FL# 17867 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 AFL#
IYAC Manufacturer Validated By. Titus FL17867-
RI Revision Lott's Concrete Products Thuy H Huynh Approved Category:
Structural Components (813) 645-0166 History,
Subcategory: Products Introduced as a Result of New Technology HpPravea
oy Liar,. r pp-,y Contact
Us :: 2,601 Blair Stone Road, Tallahassee FI,L32392 'hone: 850-487-1824 The
State of Florida is an AA/EEO employer. g,ggyright 2007-2013 State of Florida.:: Priv tat men:: A"essibility Statement:: Refund Statement Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 here . Product
Approval Accepts: Credit
Gard Safe
https://
floridabuilding.org/pr/pr_app_,Ist.aspx 1 /
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PUduct ApLrgv iQn Search > 6kplication List > Application Detail4L_MS_n,!4 > Rr-Qd-u-q-qr-6PSftaL
FL # FL17867-RI
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Lott's Concrete Products
Address/Phone/Email P.O. Box 77125
Winter Garden, FL 34777
407) 656-2112
precast98@aol-corn
Authorized Signature John Hoy
jhoy@florida-engineer.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the John Hoy
Evaluation Report
Florida License PE-55312
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 11/01/2023
Validated By Thuy H Huynh
t Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL1786 FES Letter of Independence-Afp -
Standard Year
AC1318 2014
ACI530 2013
ASCE 7 2010
https://floridabuilding.org/pr/pr_app_dti,aspx?param=wGEVXQwtDqt2ZOX662YI Ut7sLOYPCCEHfltaXBIR74C9WKGZFr%2f1 cg%3d%3d 1/2
3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/14/2017
Date Validated 10/18/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
17867.1 Lintel 8" Precast / Prestressed Lintels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL178 7_Rl_U_FES Letter of Installation Pd
Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL17867_R1_AE_ in Shops and toad Tables.pd
FL178 Letter of Evalgation Bin DO-fRl_&E_FES
FL17867_Rl_AE_FES Letter of QC—pdf
Created by Independent Third Party: Yes
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Contact Us :: 2¢Q1 Plair Stone Ph ng: 850-487-1824
The State of Florida is an AA/EEO employer. CggyMht 2007-20133 State of Florida.:: EdyKY ,statement :: Accessibility Statement :: RefgQd %atement
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 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 here .
Product Approval Accepts:
RR
Credit Card
Safe
https:llfioridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1 Ut7sLOYPCCEHfitaXBIR74C9WKGZFr%2fl cg%3d%3d 2/2
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Today's Ideas - Tomorrow's Results
July 2, 2015
LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS
Preparation
1. Remove any laitance, loose aggregate, and anything that could prevent mortar from
bonding with the precast lintel.
2. Remove any loose material from the grout spaces that is deleterious to masonry grout.
Erection
1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in
bearing for unfilled lintels.
2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in
length. All shoring is the responsibility of the general contractor.
3. Construct all concrete masonry above the precast lintel in accordance with ACI 530.
Reinforcement Placement
1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the
construction documents.
2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the
lintel) as indicated on the construction documents. Provide minimum concrete coverage
in accordance with ACI 315 and secure reinforcement to prevent movement during the
grouting process.
3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the
construction documents.
Grout _Placement
1. Place concrete masonry grout in accordance with ACI 530.
Florida Engineering Solutions,.Inc. — CA No. 26300 — (malo: Po Box 1238 (Physical): 12620 Curley St. — Ste 105
San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fr, 3521588 — 5411
Web: www.fl:)dda-enaineer.com
r
CITY OF a-r
BUILDING
PERMIT r
l
Application No:
Documented Construction Value: $ A--
Parcel ID:
Type of Work: New)o Addition Alteration Repair F-1 Demo
Description of Work: Plumbing New Residential Construction
Plan Review Contact Person: Khrissy or Jamie
Phone: 407-323-7515 Fax: 407-323-8954
Property Owner Information
Name
Street:
City, State Zip:
Name Advanta ae Plu_rnbin , Inc.
Street: PO Box 1117
Historic Diistrriict: Yes 0 No
Residential} Commercial
I Change of Use Move
Title, Clerical
Phone:
Resident of property? no
Contractor Information
Phone: 407-323-7515
Fax: 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881
Arch itectlEngi neer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
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 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, bolters, beaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5M Edition (2014) Florida Building Code
Revised: June 30, 2015 Penn it Application
mentsNOTICE: In addition to the this county, of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and firers may be additional permits required from other governmental entities such as watermanagementdistricts, 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 Dopy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimated. 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, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S DAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signaturcofowaa/agem Date
Sigoature of Notary -State of Florida pad --
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
Signature ofCoatractar/Agent pa0e
A. Thomas smith
Print Contrac or/geatA's Name
3gna M o Lary.S. of `7 t?ade
t Nl4art+0lh l WatfMdia-Twnrth
e NOTARY PUBLIC
STATE OF FLORIDA
COW* G01=59
Expires 8/21/2021
Contractor/Agent is X personally Known to Me or
Produced 11) 'Type of II3
BELOW IS FUR OFFICE USE ONLY
Permits Required: Building [3 Electrical Mechanical [l Plumbing Gas Roof []
Construction Type: Occupancy Use; Flood Zone:
Total Sq Ft of Bldg: _ Min. Occupancy Load: # of Stories:
New Construction: Electric - # of _ Amps_Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes C] No # of Heads Fire Alarm Permit: Yes [] No El
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMA' ENTS:
Revised: June 30, 2013
Permit Applicadou
ge- C 0'
12
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 3Q(v I
Job Address: 36l)3 Historic District: YesEl No El Parcel
ID: Residentialq Commercial Type
of Work: New Addition D AlterationEl Repair El DcmoE1 Change of Use El move 0 Description of
Work:— Jh") ano I Plan
Review
Contact Person: Phone: Fax:
Email: Property Owner
Information Title: Name
LLo-
n Phone: .14 Street: V,
r-W In nd Resident of property? 'LID City, State
zip:-( ndo Contractor Information
NameDa m,
a Phone: 'A' 67 - L'11L, S RL- Street; E
15_ M) Ck_van LLv_ Fax: k_j 011 - L _ f `7 IR q _) I City, State
Zip: ay ? State License No.: Lo I)acKQ _3 t Name Street:
City,
St,
Zip. Bonding Company:
Address: Architect/
Engineer
Information Phone: Fax:
E-
mail.
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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 rnade 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 P,cvtscd:
luny 30,2015 Permit Application
h!Q1LCE: 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 of Owncr/Agvnt Date
Print 0wrict!Agcrit's Name
Signature of otary-State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID __ Type of ID
lignalure of ContractorAgent Date
z4or
Pr t C ntractoriAgcrit's Nanic
n
Signature of Notary -State of Florida Date
BY PI/t PAMELA S TERNUS
COMMiSsion # GG 110622
Expires August 7, 202140'e
Por "aF Owed Tbru evdq t N(r Serwes
Contractor/Agent iPersonally Known to Me or Produced
ID pe of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Buildirign ElectricalE] Mechanical[] Plumbing[] Gas[] Roof[] Construction
Type: Total
Sq Ft of Bldg; Occupancy
Use: Min.
Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes n No n APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
4
of Heads UTILITIES:.
FIRE:
Fire
Alarm Permit: Yes [] Non WASTE
WATER: BUILDING:
Revised:
June 30,2015 Pemitt Application