HomeMy WebLinkAbout2334 Tudor Rose Dr 18-919 NEW SFHCOUNTY OF SEMINOLE 919IMPACTFEESTATEMENT
STATEMENT NUMBER: 18100001 DATE: February 20, 2018BUILDINGAPPLICATION #: 18-10000133
BUILDING PERMIT NUMBER: 18-10000133
UNIT ADDRESS: TUDOR ROSE DRIVE 2334 17-20-31-5VC-0000-0190
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: 2334 TUDOR ROSE DRIVE / KENSINGTON
RESERVE / SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing
ROADS -COLLECTORS
705.00
Single Family
N/A
Housing 00
FIRE RESCUE N/A
LIBRARY CO -WIDE ORD
ORD
1.000 dwl unit 705.00
1.000 dwl unit .00
00
1.000 dwl unit 54.00
1.000 dwl unit 5,000.00
00
0
AMOUNT DUE 5,759.0
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356. \
54.00
5,000.00
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY. CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
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:
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
LU;MBNGxPERMI, W R
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
wMECHANICA"LPERMIT S, a t,..wea-Giy, vJ'.ltc.'., Min
Max Inspection Description 10
Mechanical Rough 1000
Mechanical Final - REVISED:
June 2014
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
Project Name: Kensington Reserve Project Address: kv C
Building Permit #: ( '; 019 `9 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 . Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric
Print Name f Owner/Ten Print Nam o en. Co tra Print Name of El. Contractor
i
Signature of er/Tenant Signature of Gen. Contractor ignature of El. Contractor
CBC1257565 EC0003096
Gen. Contractor License # El. Contractor License #
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
y CALLED INTO: Progress Energy Florida Power and Light on
Rev. 02/10/15)
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: 18-0919
l iii [INt Niii lil l liili iilii il i l 1i
GRANT MALOY,• SEIIINOLE COUNTY
CI..ERK OF CIRCUIT COURT & COMPTROLLERBK9100Ps1342 (IPss )
CLERK'S T 20181:134517
RECORDED 03/29/201 'S
RECORDING FEES $10.00
RECORDED BY hdevure
Parcel ID Number: 17-20-31-5VC-0000-0190
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 # 19 of Kensington Reserve 2334 Tudor Rose Drive
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)
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:
Y
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Whitson Phone Number: 407-692-9820 r n;
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 CERT` cG •
z.
6.
8. In addition, Owner designates of 'I ) J TR• ,Lr%7R
r
ryl,l t• '^ ,
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: SEiJ iPtO: • (y- '
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date ig pe> I Ci DES
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signatu f Owner ar Lessee, or Owner's or Lessee's
Authorized Officer/Director/Partner/Manager)
Dayna Whitson Assistant Secretary
Print Name and Provide Signatory's Title/Office)
State of Florida County of Orancie
The foregoing instrument was acknowledged before me this day of { Y J Q t — 20 1
by Dayna Whitson Who is personally known to me C KOR
Name of person making statement
who has produced identification type of identification produced:
TRACY LEIGH MCDONALD
My COMMISSION # PF925012
f.; EXPIRES October 06. 20'19 Notary Signature
0'a;? F1urid3Ne73'VS1 vice con
fi CITY OF SANFORD
6 201 BUILDING & FIRE PREVENTION
FEB
1 PERMIT APPLICATION
Application No: `
Documented Construction Value: $ j 3"(• do
Job Address: 2334 Tudor Hose Drive Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0190 Residential X Commercial
Type of Work: New X 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:
Address:
N/A
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 INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
S '5o zs
NOTI _ : 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.
2/15/2018 2/15/2018
Signatur of wn / gent Date Signat e fCo actor/Agent Date
Tracy McDonald
Print Owner/Agent's Name
2/15/2018
Signature of Notary -State of Florida Date
r lk4 MEAGAN LYNNE FOWLER
My COMMISSION # GG 063253
EXPIRES: January 17, 2021
or r o Bonded Thru Budget Notary Services
Owner/Agent is X Personally Known to Me or
Produced ID Type of ID
Tracy McDonald
Print Contractor/Agent's Name
2/15/2018
Signature of Notary -State of Florida Date
0,%y P e,il MEAGAN LYNNE FOWLER
MY COMMISSION # GG 063253
N
o= EXPIRES: January17, 2021 sor
Fvo Bonded Thru Budget Notary Services Contractor/
Agent is _X Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical ' Mechanical Plumbing Gas Roof Construction
Type: Vb Occupancy Use: Flood Zone: x AL; -
rsr-urh Total
Sq Ft of Bldg: 5 ZS77 Min. Occupancy Load: of Stories: 2— New
Construction: Electric - # of Amps Z. BO Plumbing - # of Fixtures' 20 Fire
Sprinkler Permit: Yes No IN # of Heads APPROVALS:
COMMENTS:
ZONING:
UTILITIES: ENGINEERING:
2-
28d 8 FIRE:
Ok
to construct single family home with
setbacks and impervious area shown
on plan. 35 . G °to Z 6V. sarklitk ?-,
osa - S , CAR Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
r Revised:
June 30, 2015 Permit Application
4
uv
CITY OF SANFORD
FEB 16 2098 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 89,934
Job Address: 2334 Tudor Rose Drive Historic District: Yes No EA
Parcel ID: 17-20-31-5VC-0000-0190 Residential X Commercial
Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name
NVR INC. dba Ryan Homes Phone: 407-692-9831 Street:
4307 Vineland Rd #H20 Resident of property? City,
State Zip: Orlando FL 32811 Contractor
Information Name
NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: N/A Mortgage Lender: N/A Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD -.A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: 51" 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.
2/15/2018
Signatur of wn / gent Date
Tracy McDonald
Print Owner/Agent's Name
2/15/2018
Signature of Notary -State of Florida Date
jl 2/15/2018
Signatu a fco actor/Agent Date
Tracy McDonald
Print Contractor/Agent's Name
1 2/15/2018
Signature of Notary -State of Florida Date
2o1haY P B MEAGAN LYNNE FOWLER 2o Par P et
c
MEAGAN LYNNE FOWLER
r * MY COMMISSION # GG 063253 * '` * MY COMMISSION # GG 063253
s Q EXPIRES: January 17, 2021 ^'s az EXPIRES: January 17, 2021
Foa FL°v Bonded Thar Budget Notary Services or Fw Bonded Thru Budget Notary Services
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: & Z " 9 /8 WASTE WATER:
FIRE: BUILDING:
Revised: June 30, 2015 Permit Application
N d®
g 4
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Vicky Otero Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com
Property Address: 2334 Tudor Rose Drive
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0190
Phone Number: 407.692.9820 Email: votero@nvrinc.com
The reason for the flood plain determination is:
0 New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
OFFICIAL"USE ONLY °
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 009O F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: 0 floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-919
Reviewed by: Michael Cash, CFM Date: February 28, 2018
Application for Paved Driveway, Sidewalk or
V ' 'w' " Walkway Including Right -of -Way Use &
Fti187- Landscaping in Right -of -Way
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wws below.
size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dis
1. Project Location/Address: 2334 Tudor Rose Drive, Sanford, FL 32773
2. Proposed Activity: Driveway Walkway
3. Schedule of Work: Start Date Completion Date
4. Brief Description of work: Construction of New Single Family Home
This application is subm
Property Owner.
Signature: /
Address: 4307 Vi4and
Phone: (407) 692-9831
by:
H-20 Orlando, FL 32811
0 Other:
Print Name: Tracy McDonald
Emergency Repairs
Fax: Email: trmcdona@nvrinc.com Date: 02/15/2018
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said 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
Requestor's property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have read
Signature:
Pre -pour Inspection by:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
the above statement and by signing this application 1 agree to its terms.
Date: 02/15/2018
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Official Use Only
Fee:
Date:
Date:
Date:
Date:
Date: v
j
UZ - 16
Date:
November 2015 ROW Use Ddveway.pdf
2/15/2018
a Jolanal, CHI
ss,m+o ecouvn; croruu
SCPA Parcel View: 17-20-31-5VC-0000-0190
Property Record Card
Parcel: 17-20-31-5VC-0000-0190
Property Address: 2334 TUDOR ROSE DR SANFORD, FL 32773
Parcel 17-20-31-5VC-0000-0190
Owner BRISSON WEST PROJECT I LLC
Property Address 2334 TUDOR ROSE DR SANFORD, FL 32773
Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342
Subdivision Name KENSINGTON RESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
LOT 19
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 14,000 0 $14,000
Schools 14,000 0 I $14,000
City Sanford 14,000 0 $14,000
SJWM(Saint Johns Water Management) 14,000 0 $14,000
County Bonds 14,000 0 $14,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT i 1 $14,000.00 I $14,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=1720315VC00000190 1 /2
2/15/2018
j)
SCPA Parcel View: 17-20-31-5VC-0000-0190
No Permits
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://parceldetail.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315VC00000190 2/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: c
I hereby name and appoint:
an agent of:
Tracv McDonald
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):
The specific permit a d applicat' for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Lattanzi
State License Number: CBC125756
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me this day of_,
200 10 , by Robert Lattanzi who is ® eonall kn(
tome or o who has produced
identification and who did (did not) take an oath.
Notary Seal)
MEJ,GAN LYNNE FOWLERVPU@
MY COMMISSION # GG 063253
Y
9e60'4
EAFIRES'• January 17, 2021
Tr'N Budgat wry services
Rev. 08.12)
Signature
MEAD" L fNN6 FOWUEHR
Print or type name
Notary Public - State of F w R 10 A
Commission No.
My Commission Expires: J I to?,
as
A R C N I T E C T S
SQ.FT. CALC.'S
IST FLR LIVING 1243 5Q. FT.
2ND FLR LIVING 129 5Q. FT.
TOTAL LIVING 2,539 60. FT.
ENTRY 23 50. FT.
GARAGE 453 SQ. FT.
LANAI 242 SQ. FT.
TOTAL 3251 6a FT.
OCWCNEW AND CLADDM WIND LOADS BABC WAD EXF09 E
FOR 0 SEOOND CUM
CALL II SWAM I K Wf4/DR am
2O/! MC WH WHO
Dfifi1QM WUTI1 im—/
I 112 I6 -ONCD1 -0' 192' 84' 5 262W-3209
2 24 30M DR 36' W. 4 3008/-3218
3 38 2) 26-W 16, n' 5 2313/-31)1
4 50 3) 25-SH 114' 63, 5 2635/-3325
4A 33 2)25-OW 26, 63' 5 3210/-4241
5 50 60M 1 14' 96, 4 2a59/-3129
6 33 2) 25-6H 16' 63' 4 2341/-32)1
WIND DESIGN CRITERIA
A. 5A51C WIND SPEED MPH (3 SECOND GUST)
VULT=150 / VA6D=116 II
B. INTERNAL PRESSURE COEFFICENT18 C.
RISK CATEGORY -TYPE 11 D.
EXPOSURE CATEGORY C NOTE,
VALUES
FOR CCMPCNENT5 4 CLADDING PRE55URE ARE 5A5ED CN THE
Vult DESIGN WMD SPEED. FHCR, 614 ED. (2011) ALLOWS THESE PRESSURES
TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL
TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE:
LPRIORTO DRYWALL B46TALLAiICN ON ALL fRl41W1G M713ERS 3'-0' FROM THE FNISH FLOOR
WLL BE SPRATED AND TREATED W/'EORATE' A TE3R91E TREATED SPRAY 3
1/2' 2--
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TOP B
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SCALE: 114 = P-
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p
2rt0- G r1441 N. RONALD REAGANBLVD. LONG WOOD, FL
32750 PH: 407474E078 FAX :
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KENSINGTON RESERVE LOT #
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SANTA ROSA
VERSION#
01) PROJECT#:
2997.000
PAGE:
FIRST FLOOR
PLAN
ARCHITECT
STATE- OF
FLORA
JAMES CANTIN L
AR NO 12079
i DATE: 1 /12 /
18 scA -m. 1/
4"=1'-0" s HEET 3
OF 9
j
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CALL F BDUAIE TMt/OH wN/cNt
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l 5 05'll-P
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WIND DESIGN CRITERIA
A. BA51C WIND SPEED MPH (3 5ECOND GU5T)
VULT=150 / VA5D=116 MPH
B. INTEFNAL PRESSURE COEFFICENT...18
C. RISK CATEGORY -TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COf IPONENTS N CLADDING PRESSURE ARE 5A5ED ON
THE Vul! DESIGN WIND SPEED. PECK 6TH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIFLIED BY Of, TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MAMFACTURERB.
NOTE: L PRIOR To DFmiwLL HBraLLana+ ON ALL FRM7NG M3 &3ER3 r B FFlR7 t1E FH SI
FLOOR ULL BE 5FRATED AND TIR =ATED 0 50RATE' A TEFt11TE TREATED SPRAY
r— — — — — — — — — — — - — — — — -----------
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SCALE: 1/4 . 1'-0' ELEVATION 'B'
A R C H IT E C T S
Design
Grou I.D.
1"I N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-TT"078
FAX407-77"078
rrw ..b4.Mpg..p-.
AA A: 0003325
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a
SUBDIV. & LAT:
KENSINGTON
RESERVE
LOT #19)
MODEL-
SANTA ROSA
VERSION#01)
PROJECT*:
2997.000
PAGE:
SECOND
FLOOR PLAN
ARCHfTECT
STATE C1F FLOREDA
JAMES CANTWELL
AR NO 12079
DATE: 1 /12 /18
S li=T
4 OF 9
RECORD COPY
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lotl9Kensington ReserveSantaRosa BGRN Builder Name: Ryan Homes g LDING Street: 2334
TUDOR ROSE DRIVE Permit Office: SANFORD City, State,
Zip: SANFORD, FL, 32773 Permit Number:# 1 8 _ g g SANFORD Owner: Jurisdiction:
691500 Design Location:
FL, Orlando County:: Seminole (Florida Climate Zone 2) OFPAR<` 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 ft2 b. Frame -
Wood, Exterior R=13.0 1088.00 ft2 3. Number
of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft2 4. Number
of Bedrooms 3 d. N/A R= ft2 10. Ceiling
Types (1392.0 sqft.) Insulation Area 5. Is
this a worst case? No a. Under Attic (Vented) R=38.0 1296.00 ft2 6. Conditioned
floor area above grade (ft2) 2327 b. Knee Wall (Vented) R=19.0 96.00 ft2 Conditioned floor
area below grade (ft2) 0 c. R=
ft2 11. Ducts
R ft2 7. Windows(296.
4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512 a. U-Factor:
Dbl, U=0.35 243.35 ft2 SHGC: SHGC=0.
29 b. U-Factor:
Dbl, U=0.62 48.00 ft2 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 ft2 SHGC: SHGC=0.
31 13. Heating systems kBtu/hr Efficiency d. U-Factor:
N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted
Average
Overhang Depth: 5.441 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 ft2 b. Conservation features b. Floor over
Garage R=13.0 305.00 ft2 None c. N/A
R= ft2 15. Credits Pstat Glass/Floor Area:
0.127 Total Proposed Modified
Loads: 66.50 PASS Total Baseline Loads: 68.10 I hereby certify
that the plans and sp ifications covered by Review of the plans and1ZHE Srq?. this calculation are
in compliance the Florida Energy specifications covered by this Off, Code. calculation indicates
compliance with the Florida
Energy Code. PREPARED BY: Pik `"
T- Before
construction is completed DATE: 2-5-
18 Srott Pratt this building will be inspected for compliance with Section
553.908 hereby certify that
this building, as designed, is in compliance Florida Statutes. 5 COD with the
FloridaEnergyodeyrg'i¢ OWNER/AGENT: BUILDING
OFFICIAL: DATE: -8 DATE:
15_ - a. - 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. 2/5/2018
5:14 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
R405-2017
PROJECT
Title:
Building Type:
Owner Name:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lotl9KensingtonReserveSant Bedrooms: 3
User Conditioned Area: 2327
Total Stories: 2
1 Worst Case: No
Ryan Homes Rotate Angle: 0
SANFORD Cross Ventilation: No
691500 Whole House Fan: No
Single-family
New (From Plans)
Address Type:
Lot #
Block/Subdivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
19
KENSINGTON RESE
2334 TUDOR ROSE D
Seminole
SANFORD ,
FL , 32773
CLIMATE
V Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2327 21641.1
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2327 21641.1 Yes 4 3 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Floor over Garage Main ---- ----
2 Slab -On -Grade Edge Insulatio Main 131 ft 0
305 ft2 13
1296 ft2 ----
0 0 1
0.38 0 0.62
ROOF
V # Type
Roof Gable Roof
Materials Area Area Color
Solar SA Emitt
Absor. Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1791 ft2 400 ft2 Medium 0.85 N 0.85 No 0 26.6
ATTIC
V # Type Ventilation Vent Ratio (1 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
2
3
Knee Wall (Vented)
Knee Wall (Vented)
Under Attic (Vented)
Main 19 Batt
Main 19 Batt
Main 38 Blown
36 ft2 0.11
60 ft2 0.11
1296 ft2 0.11
Wood
Wood
Wood
2/5/2018 5:14 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
nrnt To Wall TypepaceSIA In Ft In Area R-Va I, le Ahcznr
1 N Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 0 0.23 0.6 0
2 N Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0
3 N Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft' 0 0 0.6 0
4 E Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft2 0 0.23 0.6 0
5 E Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft2 0 0 0.6 0
6 E Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0
7 E Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft2 0 0 0.6 0
8 S Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft2 0 0.23 0.6 0
9 S Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0
10 S Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 177.3 ft2 0 0 0.6 0
11 S Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft2 0 0 0.6 0
12 W Exterior Frame - Wood Main 13 26 6 8 0 212.0 ft2 0 0.23 0.6 0
13 W Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0
14 W 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 ft2 0 0.23 0.01 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 N 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 N 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 ft2 1 ft 0 in 1 ft2 in None Exterior 5
2 N 3 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
3 S 8 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5
4 S 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None
5 S 10 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft2 1 ft 0 in 1 ft 4 in None Exterior 5
6 S 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 12 ft 0 in 0 ft 2 in None Exterior 5
7 W 12 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
8 W 12 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 21 ft 0 in 0 ft 2 in None Exterior 5
9 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 453 ft2 453 ft2 66 ft 9.3 ft 1
2/5/2018 5:14 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000414 2524.8 138.61 260.67 .3718 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.5 38 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
Supply ---- V # Location R-Value Area
Return ---- Air CFM 25 CFM25
Location Area Leakage Type Handler TOT OUT QN RLF
HVAC #
Heat Cool
1 Attic 6 512 ft2 Attic 128 ft2 Proposed Qn Main --- cfm 139.6 cfm 0.06 0.60 1 1
TEMPERATURES
Programable Thermostat: Y
Coolingjj Jan jj Feb jj j Mar
HeatinjX Jan X Feb [X Mar Ventin [
Jan [ Feb X Mar Ceiling
Fans: j))
A r [[ jj Ma [[Xjj Jun jjX Jul Xjj Au X]] Se jf j Oct jf j Nov j
Apr j j May j j Jun j Jul l
j
Aug 4 i Sep f j Oct [X Nov X]
A r (j Ma [ j Jun [ Jul [ ] Au [ j Se [Xj Oct 0 Nov Dec
Dec
HDec2/
5/2018 5:14 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
Thermostat Schedule:
Schedule Type
HERS 2006 Reference
1 2 3 4 5
Hours
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
2/5/2018 5:14 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 98
The lower the EnergyPerformance Index, the more efficient the home.
2334 TUDOR ROSE DRIVE, SANFORD, FL, 32773
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2
b. Frame - Wood, Exterior R=13.0 1088.00 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft2
4. Number of Bedrooms 3 d. N/A R= ft2
10. Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1296.00 ft2
6. Conditioned floor area (ft2) 2327 b. Knee Wall (Vented) R=19.0 96.00 ft2
7. Windows" Description Area
c. N/A R= ft2
a. U-Factor: Dbl, U=0.35 243.35 ft2
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
R ft 2
6 512
SHGC: SHGC=0.29
b. U-Factor: Dbl, U=0.62 48.00 ft2
SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: Dbl, U=0.34 5.00 ft2 a. Central Unit 38.5 SEER:15.00
SHGC: SHGC=0.31
d. U-Factor: N/A ft2
13. Heating systems kBtu/hr Efficiency
SHGC:
a. Electric Heat Pump 38.0 HSPF:8.50
Area Weighted Average Overhang Depth: 5.441 ft.
Area Weighted Average SHGC: 0.290
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation a. ElectricR=0.0 1296.00 ft2EF: 0.95
b. Floor over Garage R=13.0 305.00 ft2
c. N/A R= ft2
b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code complj nt features.
Builder Signature: Date: 2/7/2018
Address of New Home: 2 34 Tudor Rose Drive City/FL Zip: 32773
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
2/5/2018 5:14 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: 2334 TUDOR ROSE DRIVE Permit Number:
SANFORD, FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to. limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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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 (13°C) 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'/z 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 (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 100°F to 140°F (38°C to 60oC).
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.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
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 MAXIMUIV
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:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no
precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
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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 (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights.
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2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lotl9KensingtonReserveSantaRosaBGRN Builder Name: Ryan Homes
Street: 2334 TUDOR ROSE DRIVE 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. Y 9 P shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or 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
extend behind pipina and wiring.
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 soronkler cover olates and walls or cellinas,
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
2/5/2018 5:14 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Manual S Compliance Report Job: Lotl9KensingtonReserv...
wr'ghtsofte 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: Ryan Homes
2334TUDOR ROSE DRIVE, SANFORD, FL32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 31380 Btuh Entering coil DB: 77.6°F
Outdoor design WB: 76.2°F Latent gain: 5239 Btuh Entering coil WB: 63.7oF
Indoor design DB: 75.0°F Total gain: 36619 Btuh
Indoor RH: 50% Estimated airflow: 1283 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Sensible capacity: 32718 Btuh 104% of load
Latent capacity: 5885 Btuh 112% of load
Total capacity: 38603 Btuh 105% of load SHR: 85%
Design Conditions
Outdoor design DB: 42.30F Heat loss: 29579 Btuh Entering coil DB: 69.1OF
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A
Actual airflow: 1283 cfm
Output capacity: 34729 Btuh 117% of load Capacity balance: 36 IF
Supplemental heat required: 0 Btuh Economic balance: -99 IF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1283 cfm
Output capacity: 8.3 kW 96% of load Temp. rise: 50 IF
Meets are all requirements of ACCA Manual S.
2D18-Jan-13 11:54:16
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m...osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
F- wrightsoft° 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.DFL-AIR.COM
Job: Lotl9KensingtonReserv...
Date: 3/31/2015
By: FJF
r 0 • •
For: Ryan Homes
2334TUDOR ROSE DRIVE, SANFORD, FL32773
Desion Conditiorlls_
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (IF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 28'N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (IF) 42 93 Infiltration:
Daily range (IF) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain
ft2 BtuhM- "F ft'F/Btuh Btuhm Bluh Btuhm' Binh
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 274 0.091 13.0 2.52 691 2.85 781
fnsh, 2"x4" wood frm, 16" o.c. stud e 272 0.091 13.0 2.52 686 2.85 774
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum
board int fnsh
166-19ad: 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
s 264 0.091 13.0 2.52 665 2.85 751
w 212 0.091 13.0 2.52 533 2.85 602
all 1022 0.091 13.0 2.52 2575 2.85 2908
n 114 0.201 0 5.57 637 5.29 606
e 387 0.201 0 5.57 2156 5.29 2051
s 292 0.201 0 5.57 1624 5.29 1544
w 204 0.201 0 5.57 1136 5.29 1080
all 997 0.201 0 5.57 5553 5.29 5281
s 36 0.049 19.0 1.36 49 2.66 96
w 30 0.049 19.0 1.36 41 2.66 BO
all 66 0.049 19.0 1.36 90 2.66 176
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 s
ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht W
all
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n
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,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5.3 ft window ht, 1.33 ft sep.); 6.67 ft head ht
e
330 0.091 13.0 2.52 831 1.45 479
46 0.540 0 15.0 684 14.1 644
15 0.540 0 15.0 228 14.3 219
31 0.540 0 15.0 456 33.9 1033
92 0.540 0 15.0 1369 20.7 1896
39 0.540 0 15.0 581 14.1 547
33 0.540 0 15.0 489 33.9 1107
s 49 0.540 0 15.0 733 14.4 708
all 82 0.540 0 15.0 1222 22.2 1815
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O...osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 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
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 33 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium;
12 ft overhang (5.3 ft window ht, 0.17 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 48 0.620
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 21 ft overhang (8 ft
window ht, 0.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type n 24 0.390
n 18 0.390
all 42 0.390
Ceilings
16B-38ad:Attic ceiling, asphalt shingles roof mat, r-36 ceil ins, 1/2" 1569 0.026
gypsum board intfnsh
Floors
20P-13t: Fir floor, frm fir, 12" thkns, r-13 cav ins, gar ovr 306 0.068
22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989
0 15.0 75 14.1 70
0 15.0 489 14.1 460
0 17.2 824 16.1 772
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
13.0 1.88 575 0.98 298
0 27.4 3589 0 0
2018-Jan-13 11:54:16
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Pro ect Summar`, Job: LotlWensingtonReserv...
wrig tsof$® 1 7 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
2334TUDOR ROSE DRIVE, SANFORD, FL32773
Notes: LS by CA on 11.02.2015
LS 02.19.16 SIR
L.S. 01-13-18 SRP
xg;
4,.FD i n Info. s atio'n a tV
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 24058 Btuh
Ducts 5520 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 29579 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (W)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
Heatingg Cooling
2327 2327
22673 22673
0.41 0.21
155 79
Sensible Cooling Equipment Load Sizing
Structure 22599 Btuh
Ducts 8781 Btuh
Central vent (0 cfm) 0 Btuh
none)
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 31380 Btuh
Latent Cooling Equipment Load Sizing
Structure 3461 Btuh
Ducts 1778 Btuh
Central vent (0 cfm) 0 Btuh
none)
Equipment latent load 5239 Btuh
Equipment Total Load (Sen+Lat) 36619 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
A H R I ref 8242633
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 36 OF
Backup:
8.5 HSPF
38000 Btuh @ 47°F
27 OF
1283 cfm
0.043 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
0.86
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
C Wrl htsoft0 2018-Jan-1311:54:16
CC
g Right-Suite(D Universal 2017 17.0.23 RSU23828 Page 1
osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
wrightsoft° Right-JO Worksheet Job: Lot 19KensingtonReserveSa...
Entire House Date: 3/31/2015
DEL -AIR HEATING & AIR
By: FJF
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
1 Room name Entire House Great
2 Exposed wall 279.0 ft 35.5 ft
3 Room height 8.6 ft 9.3 ft heat/cool
4 Room dimensions 1.0 x 375.1 ft
5 Room area 2623.5 ft2 375.1 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2°F) 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 12C-0sw, 0091 n<'` 2.52 2.88 320 274 691.:
I 1 -1- 0 0" 0 0
2A-20m - 0.540 n . 14:96 14.08 46 0 684 644 , 0 0
13A-2ocs 0.201 n 5.57 5.29 177 114 637 606 0 0 0 0
2A-2om 0.540 n 14.96 14.08 39 0 581 547 0 0 0 0
11 11DO 0.390 n 10.80 12.03 24 24 259 289 0 0 0 0
W 12C Osw, -.'' . 0 091 e ` ,. 2.52, 2.85 272 272 686 774 fO 0 0 0
13A-2ocs 0.201 e 5.57 5.29 420 387 2156 2051 0 0 0 0
2A-2om 0.540 e 14.96 33.86 33 0 489 1107 0 0 0 0
V)/ 12C-0sw 0.091_ s 2.52 2.85 - 284 264 665 751 0 0 0 0
2A-2dm 0.540 s ' 14.96 14.34 15 13 228 219 0 0 0 0ll-( 2132fm- 0 540 s , .__ 14.96 14.08 . 5 5-" 75 70 0:" 13A-
2ocs 0.201 s 5.57 5.29 373 292 1624 1544 182 149 831 791 2A-
2om 0.540 s 14.96 14.45 49 38 733 708 0 0 0 0 s
14.96 14.08 33 33 489 460 33 33 489 460 2A-2om 0.540 0049
s 2.66 , 36 36 49 96 .. 0 40 V/
12C-0sw 0.091 w 2.52 2.85 242 212 533 602 0 0 0 0 L-
G 2A-2om 0.540 w 14.96 33.86 31 0 456 1033 0 0 0 0 13A-
2ocs 0.201 w 5.57 5.29 252 204 1136 1080 149 149 831 791 2A-
2omd 0-620 w :. 17.17 16.08 48 48 824 772 0 0 L 0 0 W
1613-19ad 0.049 w 1.36 2.66 30 30 41. 80 0 0 0 0 P
12C-0sw 0.091 2.52 1.45 348 y 330 831 479 225 225 567 327. 11
D0. .: 0390 n,.- 10.80 12.03 18 193 215 0 0 0 0 C
1613-38ad 0.026 0.72 1.41 1569 1569 1130 2217 0 0 0 0 F
20P-13t 0 068 1.88 0.98 . 306 306 575 298 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 1264 Al
131
3589 0 375 36 973 0 6
c) AED excursion 0 56 Envelope
loss/gain 19355 17423 3692 2312 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) 24058 22599 4339 3212 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 24058 22599 4339 3212 15
Duct loads 1 23 % 39 % 5520 8781 24 % 43 % 10301 1390 Total
room load 29579 31380 5369 4602 Air
required (cfm) 1283 1283 233 188 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrl
htsOft" 2018-Jan-1311:54:16 M
9
Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 osaBGRN\
Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
wrightsoft, Right-JO Worksheet Job: Loll Wensingto n ReserveSa
Entire House Date: 3131/2015
DEL -AIR HEATING &AIR
By: FJF
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
1 Room name Study Powder
2 Exposed wall 26.0 ft 0 ft
3 Room height 9.3 It heat/cool 9.3 ft heat/cool
4 Room dimensions 14.0 x 12.0 ft 7.5 x 6.0 ft
5 Room area 168.0 ft2 45.0 ft2
Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load
number Btuh/ftl-'F) BtU ft2) or perimeter ft) Btuh) or perimeter ft) 13tuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 T_,G
12C-Osw
2A-2om,,
bb9l` n 5 88 b b 0 7 b b b b
0 W n, 14.96 14.08 0 0 0 0-11 0 0 0 0
13A-2ocs 0.201 n 5.57 5.29 131 92 511 486 0 0 0 0
2A-2om 0.540 n 14.96 14.08 39 0 581 547 0 0 0 0
11 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
1 2GOsw 0:091 e. 2.52 2.85 0 0 0 b b 0 0 0'
13A-20cs 0.201 e 5.57 5.29 112 112 624 593 0 0 0 01-G 2A, -20m 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
12C Osw 0.091 s 2.52 2.85 0 0 b b b o 06
2A-,2om, 0.540 s 14.96 14.34 0 0 0 01 o 0
2B-2fm, 0.540 s 14.96 14.08 0 0 0 0 0
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 14.08 0 0 0 o 0 0
W, s 1.36 2.66 0 0
0
0 0 0
t-G
12C-0sw 0.091 w 2'52 2.85 0 0 0 0 0 0 0 0
2A-20M 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
t 13A-2s w,i 57 5.29 0 A ro 0 bw; 00 6 0
2A'2om66d
1-
0.201,
0.620-! 17.17 1, 16.08 O 0 0 0 0 0 0
W 0.049 w 1.36 2.66 0 0 0 0 0
PIR
1613-119ad
12C-Osw 0.091 Z52 1.45 0 0 0
0
o o o b 0
11DO. 0.390 n,- 10.80 12.03 b o 0 b o 0 0 0
C 1613-38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0
F MR43t 1.88 0.98 0 Q 0 0 01 6 0
F 22A-tpi 0.989 27.40 0.00 168 26 712 0 45 0 0 0
6 c) AED excursion 34 1
Envelope loss/gain 2428 1592 0 1
12 a) Infiltration 474 153 0 01
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 1975 0 49
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 200 128 185 119
14 Subtotal 3103 2104 185 168
15 Duct loads 1 24% 43% 736 910 24%1 43% 44 73
Total room load 3839 3014 1 1 229 240
Air required (cfm) 167 123 10 101
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrIghtsc)ift- 201 8-Jan-1 3 11 :54:16
dll
Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 2
osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
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.DEL-AIR.COM
Job: Lot 19KensingtonReserveSa...
Date: 3/31 /2015
By: FJF
1 Room name Dinette/Kitchen Bdrm 2
2 Exposed wall 22.5 ft 28.0 ft
3 Room height 9.3 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 427.4 ft 1.0 x 184.5 ft
5 Room area 427.4 ft2 184.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-'F) 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 l 12C-Osw' `' 0 091 n _ 2.52 2:85 V' 0 0 0 0 112 97 7 244 275
G 2A-2om 0.540 n-,- 14.96 14.08 0 0 0 0 : 15 0 : 228 215.
13A-2ocs 0.201 n 5.57 5.29 47 23 126 120 0 0 0 0
2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
11 11DO 0.390 n 10.80 12.03 24 24 259 289 0 0 0 0
W 12C-Osw,;";, . 0:091 e._ 2:'S2 2.85 -. 0 0 0 0 .>.:.... 112 112) 282, 3,19
V/ 13A-2ocs 0.201 e 5.57 5.29 149 149 831 791 0 0 0 0
I--G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
12C-Osw, ." , 0.091 s, 2.52 2,85 0 0 0 0 0'0`_ 0 0
Vjl 2A-2om 0.540 s 14.96 14.34. 0 0 0 0 0 0 0 0
L_Cc 2B_2fm, .. .. 0.540 s 14:96 "`,. 14.08 '. 0 0 0 0 0 0 b 0
Vf/ 13A-2ocs 0.201 s 5.57 5.29 14 14 78 74 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 14.08 0 0 0 0 0 0 ,., 0, 0
s_ -, 1.36 2.66 0 0 0 0 0 0
ILVal 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
6 2A-2om 0.540 w 14.96 33.86 0- 0 0 0 0 0 ._ 0 0
13A-2ocs 6.201 w 5:57 5:29 0.' 0 0 0 0 0- 0 0
2A-2omd .... 0:620 w. 17..1-7 16:08 01 0 0 0 0 r 0 0 0
W 0.049 1.36 2.66 0 0 0 0" 0 0 0 0
P.
16B-19ad
12C-Osw ' 0.091
w
2.52 1:45 122 105 264 152'. 0 0 0 0
L-D 11 D0 0.390 n ..:.. 10:80 12.03 18 18 193 215 0 0 .-. 0 0'
C 1613-38ad 0.026 0.72 1,41 0 0 0 0 185 185 133 261
F 20P-13t. 0:068 1A i 0,98 0 S0 0 F,.. .. 0 o 0 ..:' 0. 0
F 22A-tpl 0.989 27.40 0.00 427 23 616 0 0 0 0.. 0
6 c) AED excursion 51 21
Envelope loss/gain 2368 1590 887 1049
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 2922 13251 1191
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 200 128 0 0
14 Subtotal 2979 3051 1325 1191
15 Duct loads 24 % 43% 707 1320 21 % 33 % 283 392
Total room load 3685 4371 1608 1583
Air required (cfm) 160 179 70 65
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wri htsOft" 2018-Jan-1311:54:16
P.
g Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 3
osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
wrightsoft® Right-JO Worksheet Job:
Entire House °
ate:
By:
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Lotl9WensingtonReserveSa...
3/31/2015
FJF
1 Room name Bdrm 3 Bthrm 1
2 Exposed wall 12.0 It 6.0 ft
3 Room height 8.0 ft heat/cool 8.0 It heat/cool
4 Room dimensions 1.0 x 149.5 ft 11.0 x 6.0 ft
5 Room area 149.5 ft2 66.0 ft2
Ty Construction
number
U-value
Btuh/ftz°F)
Or HTM
Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (ft)
Load
Btuh)
Heat 7 Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 y/ 12GOsw ' 0:001 n' 2.52 2.85 96 81 204 230 0 6 0 0
I--` C 2A2om, ' 0.540 n 14.96 14'08 15 0 228 215 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
1 1 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
V 12C Osw Os091 e,..:. 2.52 2.85 0 0 0 0 48 48 121 137
13A-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
12C-Osw 0.091 s, 2.52 2.85 o 0' 0 0 0 0' 0 0
2A-2om 0.640 s 14.96 14:34 0 0 0 0 0 0 0 0
0.540 s 14.961, 14.08 0 0 0 0 0 eb 0 0
t 1 13A-2ocs
2A-2om
0.201
0.540
s
s
5.57
14.96
5.29
14.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0IF-G
2A-2om 0.540 s_ 14.96, 14.08 0 0 0 0 0 0_ 0 0
W 1613719ad ... 0.049 s,. 1.36 2.66 0 0 0 0 0 0 o" 0
yJ 12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
t G
Vf/
2A-2om
13A=2ocs - '
0.540
0.201
w
w
14.96
5 57
33.86
5.29
0
0
0
0
0
0
0.
0
0
0
0,.
0
0_
0
0
0
l_{G 2A-2omd _ ,. 0.620 w, 17.17 16.08 0 0 0 0 0 0 0 0
16B-19ad 0.049 w 1.36 2.66 0 0 0 0 0 0. 0 0W
PI: 12C-Osw 0.001 2.52 1.45 0 u 0 0 0 0: 0
D llD0 0:390 n,--:...10.80 12.03 0, 0 0 0 0" 0 0 0
C 16B-38ad 0.026 0.72 1.41 150 150 108 211 66 66 48 93
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 14 4
Envelope loss/gain 691 721 169 225
12 a) Infiltration 188 61 94 30
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) 878 781 262 256
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 878 781 262 256
15 Duct loads 21 % 33% 188 257 21 % 33%1 56 84
FTTotal room load 1066 1039 318 340
Air required (cfm) 46 42 14 14
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
44- wri ht50ft` 2018-Jan-1311:54:16
A
Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 4
osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
g
I 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.DEL-AIR.COM
Job: LotlMensingtonReserveSa...
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 ft heat/cool
4 Room dimensions 1.0 x 159.3 ft 1.0 x 98.0 ft
5 Room area 159.3 ft' 98.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-0F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) 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 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
VL213A-20cs 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 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 e 2.52 2.85 112 112 282 319 0 0" 0 0
t--"2A-2om
13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0
0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
yJ 12C-0sw 0.091 s 2.52 2.85 68 88 171 194 68 63 159 170
2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0" 0 0
2B-21m 0.540 s 14.96 14.08 0 0 0. 0 5 5 75 70
Vf/ 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
I--
G
2A-2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0
W 16B-19ad 0.049 s 1.36 2.66 24 24 33 64_ 12 12 16 32
12C-0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0
I___G 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0
V)/ . 13A-2ocs ... 0.201 w 5.57 5.29 0 0 0 0 0 0.... 0 0
2A-2omd 0.620 w_. 17.17 16.08 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
P. 12C-Osw 0.091 2.52 1.45
0
0 0 0 0 0 0 0 0
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 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 16 8
Envelope loss/gain 601 785 320 412
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 914 477 463
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1000 914 477 463
15 Duct loads 21 % 33 % 214 301 21 % 331 102 152
Total room load 1213 1216 579 615
Air required (cfm) 53 50 25 25
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
1170- wri htsoft- 2018-Jan-1311:54:16
P.
9 Right -Suite@ Universal 2017 17.0.23 RSU23828 Page 5
osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
wrightsoft° Right-J® Worksheet Job:
Enure House
Date:
By:
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Lot l9Kensington ReserveSa...
3/31/2015
FJF
1 Room name Mstr Bdrm Mstr WC
2 Exposed wall 34.5 it 0 It
3 Room height 8.0 it heat/cool 8.0 ft heat/cool
4 Room dimensions 18.5 x 16.0 It 3.5 x 5.5 It
5 Room area 296.0 ft2 19.3 ft2
Ty Construction Ll-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ftz°F) 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 12C-Osw oA91 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
1 1 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
0.091 e,. z ,2.52 2.85 .. 0 w 0 0 0 0 0 0 0
V?/ 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0
L-G 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0
12C-0sw 0.091, s 2.52 2.85 148 133 335 378 0 0' 0
2A-2om 0.540 s 14.96 14.34 15 13 228 219 0 0 0 0
G 2132fm 0.540 s 14.96 14.08 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 0.540 s 14.96 14.45 0 0 0 0 0 0 0 0 2A-
2om 0..540._ s 14.96 14.08 0 0 0 0 0_ 0 0 0 W , ;
16B 19ad., , ... o..049 s..: 1.3fi 2.66 .. 0 0 0 0 0 0 0 0 12C-
0sw 0.091 w 2.52 2.85 128 113 284 321 0 0 0 0 2A
2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0 13A-
26cs 0:201 w " 5.57 5.29 0 0 0 0 0 o 0'' 0 2A-
2omd_ 0.620 w. 17.17, 16.08 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 PII
12C=0sw 0.091 2.52 1 45 ; 0 0 0 0 0 0 0 0 D
11 DO . 0.390 n 10.80 12.03 0 0 0 0 0 o 0 0 C
1613-38ad 0.026 0.72 1.41 296 296 213 418 19 19 14 27 F.
20P 13t_ 0.068 1.88 0.98 0 0 0 r 0 0 0 0. r 0 F
22A-tpl 0.989 27.40 0.00 0 0 0 0, 0 0 0 0 6
c) AED excursion 129 0 Envelope
loss/gain 1288 1981 14 27 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) 1828 2986 14 27 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1828 2986 14 27 15
Duct loads 21 % 33 % 390 984 21 % 33 % 3 9 Total
room load 2218 3969 17 36 Air
required (cfm) 96 162 1 1 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. Fp-
WrilghtSofft- 2018-Jan-1311:54:16 IdMRight-
Suite@ Universal 2017 17.0.23 RSU23828 Page 6 osaBGRN\
Lotl9Kensington ReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
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.DEL-AIR.COM
Job: Lotl9KensingtonReserveSa...
Date: 3/31 /2015
By: FJF
1 Room name loft Laundry
2 Exposed wall 32.0 ft 0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 345.5 ft 7.0 x 6.0 ft
5 Room area 345.5 ft2 42.0 ft2
Ty Construction LI-value Or HTM Area (ft2) Load Area (ft2) Load
number BtuIVft2°F) 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 VLr12C-0sw 0.091 n 2.62 2.85 112 97 244 275 0 0 0 0
2A-2om' 0.540 n 14.96 14.08 15 0 228 215 0 0 0 0
13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0
T:J 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0
11 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 e 2.52 2.85 0 0 0 0 0 0 0 0
13A-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
12C-0sw 0:091 s 2.52 2.85 0 0 0 0 0 01 0 0
2A-2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0
28-21m 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0
V+1 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
L-LG 2A-2om 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0
W 1613-19ad, 0.049 s 1.36 2.66 0. 0 0_ 0 0 0 0 0
12C-0sw 0.091 w 2.52 2.85 114 99 249 281 0 0 0 0
I-G 2A-2om 0.540 w 14.96 33.86 15 0 228 516 0 0 0 0
V+/ 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0' 0 0
L-G 2A-2omd 0.620 w. 17.17 16.08 0 0 0 0 0 0. 0 0
W 166-19ad 0.049 w 1.36 2.66 30 30 41 80 0 0 0 0
P. 12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0
11 DO 0.390 n 10.80 12.03 0. 0 0 0 0- 0 0 0
C 168-38ad 0.026 0.72 1.41 346 346 249 488 42 42 30 59
F 20P-13t 0.068 1.88 0.98 225 225 424 220 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 170 11
Envelope loss/gain 1663 2245 30 48
12 a) Infiltration 500 162 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) 2163 2407 30 648
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2163 2407 30 648
15 Duct loads 21 % 33% 462 793 21 % 33 % 61 214
Total room load 2625 3201 37 862
Air required (cfm) 114 131 2 35
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
P.
wrightSofY Right-Suite(B)Universal 2017 17.0.23 RSU23828
2018-Jan-13 11Page7
osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
g
wrightsoft' 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: LotlWen singtonReserveSa... Date:
3/31/2015 By:
FJF 1
Room name Morning Pantry 2
Exposed wall 41.0 It 6.0 It 3
Room height 9.3 ft heat/cool 9.3 ft heat/cool 4
Room dimensions 19.0 x 11.0 ft 6.5 x 6.0 ft 5
Room area 209.0 ft2 39.0 ft2 Ty
Construction U-value Or HTM Area (ft2) Load Area (fr) Load number
Btuh/ft2--'F) 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
12C-Osw 0.091 h .. 2.52 2.85 r. 01 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 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11
11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 W
12C-Osw 0.091 e 2.52 2.85 0 0 0 0 0 0 0_ 0 y/
13A-2ocs 0.201 e 5.57 5.29 163 70 390 371 56 56 312 297 L-
C 2A-2om 0.540 e 14.96 33.86 33 0 489 1107 0 0 0 0 12C-
0sw 0.091 s 2.52 2.85 0 0 0 0 0 0 0 0 2A-
2om 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 2B-
2fm 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 13A-
2ocs 0.201 s 5.57 5.29 177 128 714 679 0 0 0 0 2A-
2om 0.540 s 14.96 14.45 49 38 733 708 0 0 0 0 2A-
20m 0.540 s 14.96 14.08 0 0 0 0 0 0 0 0 W
168-19ad 0:049 s 1.36 2.66 0 0 0 0 0 0 0 0 12C-
0sw 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 13A-
20cs 0.201 w 5.57 5.29 103 55 304 289 0 0 0 0 2A-
2omd 0.620 w 17.17 16.08. 48 48 824 772 0 0 0 0 W
1613-19ad 0.049 w 1.36 2.66 0_ 0 0 0 0 0 0_ 0 P.
12C-Osw 0.091 2.52 1.45 0 0 0 0 0 0 0 0 L"
11 DO 0.390 n_ 10.80 12.03 0 0 0 0 0 0 0 0 C
16B-38ad 0.026 0.72 1.41 209 209 151 295 0 0 0 0 F
20P-13t 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F
22A-tol _ 0.989 27.40 0.00 209 41 1123 0 39 6 164 0 6
c) AED excursion 76 7 Envelope
loss/gain 4729 4145 476 290 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) 1 5476 4392 586 375 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 01
586
375 14
Subtotal 5476 4392 0 0 15
Duct loads 24 % 43% 1300 1901 24 % 43% 0 1 0 Total
room load 6776 6293 0 0 Air
required (cfm) 294 257 0 0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. W
F11tSOft' 2018-Jan-13 11:54:16 A '
1
g Right -Suite® Universal 2017 17.0.23 RSU23828 Page 8 osaBGRN\
Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
Duct System Summary Job: LotlWensingtonReserv...
wrightsoft® 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: Ryan Homes
2334TUDOR ROSE DRIVE, SANFORD, FL32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H 20
0.241 in/100ft
1283 cfm
141 ft
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.170 / 0.170 in H2O
0.241 in/100ft
1283 cfm
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 h 1608 70 65 0.399 6.0 Ox 0 VIFx 15.3 70.0
Bdrm 3 h 1066 46 42 0.383 6.0 Ox 0 VIFx 18.8 70.0
Bthrm 1 c 340 14 14 0.443 4.0 Ox 0 VIFx 6.7 70.0
Dinette/Kitchen c 2186 80 89 0.297 6.0 Ox 0 VIFx 14.5 100.0 st1
Dinette/Kitchen-A c 2186 80 89 0.289 6.0 Ox 0 VIFx 17.7 100.0 st1
Great h 5369 233 188 0.257 9.0 Ox 0 VIFx 32.1 100.0 st1
Laundry c 862 2 35 0.451 4.0 Ox 0 VIFx 5.4 70.0
Morning h 6776 294 257 0.241 9.0 Ox 0 VIFx 25.9 115.0 SO
Mstr Bdrm c 3969 96 162 0.372 8.0 Ox 0 VIFx 21.4 70.0
Mstr Bthrm c 615 25 25 0.429 5.0 Ox 0 VIFx 9.2 70.0
Mstr WC c 36 1 1 0.433 4.0 Ox 0 VIFx 8.5 70.0
Mstr WIC h 1213 53 50 0.445 5.0 Ox 0 VIFx 6.4 70.0
Powder h 229 10 10 0.292 4.0 Ox 0 VIFx 16.4 100.0 st1
Study h 3839 167 123 0.284 7.0 Ox 0 VIFx 19.7 100.0 st1
loft c 3201 114 131 0.369 6.0 Ox 0 VIFx 22.2 70.0
E a-
c Supply -Trunk Detail Table° _ ..
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st1 Peak AVF 863 757 0.241 618 16.0 0 x 0 VinlFlx
2018-Jan-13 11 :54:17
wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1
0im...osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MJ8 House faces: N
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mat[ Trunk
rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 V[Fx
2018-Jan-13 11:54:17
wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2
Z...osaBGRN\Lotl9KensingtonReserveSantaRosaBGRN.rup Calc = MA House faces: N
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)
EnergyGaugeg - USRCSB v6.0
1/13/2018 12:00:22 PM Page 1 of 1
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RECORD COPY
DESCRIPTION AS FURNISHED: Lot 19, KENSINGTON RESERVE," as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
o L6
o~
2
LOT 18
TRACT C
DRAINAGE AREA
N 89048'54 " E
60.00'
36.83' 36.83'
1 1 LOT 19
10.00' 18.7' 21.3' 10.00'
M
LANAI
21.3'
PROPOSED MODEL
SANTA ROSA — B
i 2 CAR GARAGE RIGHT A/C
W\MORNING RM.
W/LANAI
10.00' 18.7' /
ENTRY
10.00'
21.3'
j 16' DRIVE
32.84'
25.50' 25,50' 26.17' L - - I- - I- - - - 11 -
10' UTIL
4' CONC S/W
CURE
B.B.)S 89048' 54" W
60.00'
TUDOR ROSE DRIVE
50' PRIVATE R/W)
3P i-ql9
Ok to construct single family home
with setbacks and impervious area
shown on plan. 35, boo
P-T P•
Stk't\u RoS-L- al R
II
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6.50'
LOT 20
I
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NORTHWEST CORNER LOT
180.0, 22 KENSINGTON RESERVE I
AT— — — — — — — — — — — —
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY OVILU,IYO[JGICT/ RJ: / rurcvlaytu
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS
FRONT = 25'
REAR = 20'
Zl= PROPOSED DRAINAGE FLOW C GFO IMPERVIOUS COVERAGE = 2,455f SQUARE FEET OR 35.61' SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE B LOT
LIVING CONTAINS
S,Q714f SQUARE FEET SIDE
UARE FEET SIDE 7.5=
10' FOR 75' LOTSPROPOSEDFINISHFLOORPERPLANS = 26.1' Q(L CONC/LANAI/PORCH CONTAINS 741t SQUARE FEET SIDE STREET = 25'
CRUSENMT`-rTR—S'COTT & ASSOC II INC. — LAND SURVEYORS
LEGEND - LEGEND -
P • PLAT P.D.L. • POINT ON 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436LINE
F • FIELD TYP. • TYPICAL NOTES:
IP. • IRON PIPE P.R.C. • POINT OF REVERSE CURVATURE
I.R. • IRON ROD P.C.C. • POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
C.M. CONCRETE MONUMENT RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT T SECTION 472,027, FLORIDA STATUES
SET I.R. 1/2' I.R. w/BLB 4596NR • NGN-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID.
REC, RECOVERED WP. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.O.B. POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.
P.O.C. . POINT OF COMMENCEMENT PR.H. ,• PERMANENT REFERENCE HONUNENT
F.F. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
Q • NAILCENTERFINISHED FLOOR ELEVATIONINEDISKNLD •NAIL 6 DISK B.SA.. • BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CER7IFlED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.
R/W RIGHT-OF-WAY B.M. -BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES.
ESMT. . EASEMENT B.B. • BASE BEARING 7. BEARINGS,_ A.CE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.)
DRAIN. DRAINAGE
UTIL. UTILITY 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED.
CLFC. •CHAIN LINK FENCE
WD,FC. WOOD FENCE
9. CERTIFICATE OF AUDIORIZATION No. 4598.
C/o • CONCRETE BLOCK
P.C. PONT OF CURVATURE SCALE 1" s 2O' DRAWN BY MLT
IP.T. • PONT OF TANGENCY
DESC. DESCRIPTION (D DATE _— ORDER No. CERTIFIED BY.• __............... _..-_._..._
RADIUS
L • ARC LENGTH PLOT PLAN 12-14-17 5627-17
D • DELTA
C CHORD
C.B. • CHORD BEARING
NORTH
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN — ----—
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TO RUSENM ER, R.L.S. 4714
JAME W. SCOTT R.L.S 4801
ZONE •X• MAP j 12117C0090F (09-28-07)
ari. RECORD COPY -
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ANWM
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:19 / MODEL:SANTA ROSA / ELEV:B / GAR R
JOB#: 70650
MASTER#: WRCSRBLM
OPTIONS: LANAI MORNING ROOM
RE: Job WRCSRBLM'
Site Information:
Customer Info: RYAN HOMES Project Name:
ber design values are in accordance with ANSI/TPI 1-2007 section 6.3
se truss designs rely on lumber values established by others.
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Lot/Block: Model: SANTA ROSA "B"
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 -86 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 61 G15-31.003,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 A0182147 A01G 12/8/17 13 A0182159 CJ5 12/8117 25 A0182171 FL11GE 12/8/17
2 A0182148 A02 12/8117 14 A0182160 FG1 1218117 26 A0182172 FL12 1218/17
3 A0182149 A03 12/8/17 15 A0182161 FG2 12/8/17 27 A0182173 FL13 1218117
4 A0182150 A04 12/8/17 16 A0182162 FG3 12/8117 28 A0182174 FL15G 1218/17
5 A0182151 A05 12/8/17 17 A0182163 FL01GE 12/8117 29 A0182175 FL16 1218/17
6 A0182152 A06 1218/17 18 A0182164 FL02 1218/17 30 A0182176 FL17 12/8117
7 A0182153 CA 12/8117 19 A0182165 FL03 12/8/17 31 A0182177 FL19 12/8/17
8 A0182154 CAA 12/8/17 20 A0182166 FL05 1218117 32 A0182178 FL20 12/8117
9 A0182155 CAL 1218/17 21 A0182167 FL06G 1218/17 33 A0182179 FL21 GE 12/8/17
10 A0182156 CJ3 12/8117 22 A0182168 FL07G 1218/17 34 A0182180 FL24 12/8117
11 A0182157 CJ3A 1218/17 23 A0182169 1 FL08 12/8/17 135 1A_2181 G02G 1218117
12 A0182158 I CJ3L 12/8/17 24 A0182170 I FL09G 12/8117 36 A0182182 H02GE 12/8/17
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters. provided byA-1 Roof Trusses,
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, perANSI/TPI-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 [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as 'Structural p Digitally signed
Engineering Documents) are specialty structural component designs and may be palls wh o ny Tombo, 111
projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty DN: c=US,v=ni
Engineer), the seal here and on the TDD represents an acceptance of professional TPPP to m bo Engin
o=whok
Engineering,rn
engineering responsibility for the design of the single Truss depicted on the TDD only Th Tombo, ill.
Building Designer is responsible for and shall coordinate and review the TDDs for email -Anthony
compatibility with their written engineering requirements. Please review all TDDs anh II
neerin8.net
AnthonydstFrtgvta.IN
related notes.
Page 1 of 2
A-1 ROOF
TRUSSES.=
A FLORIDA: CORPORATION
RE: Job WRCSRBLM
No. Seal # Truss Name Date
37 A0182183 H03 12/8/17
38 A0182184 1-1J5A 12/8/17
39 A0182185 HJ5L 12/8/17
40 A0182186 HJ7 12/8/17
41 A0182187 15A 12/8/17
42 A0182188 151- 12/8/17
43 A0182189 16A 12/8/17
44 A0182190 J7 12/8/17
45 A0182191 M05G 12/8/17
46 A0182192 M06 12/8/17
47 A0182193 M07 12/8/17
48 A0182194 M08 12/8/17
49 STDL01 STD. DETAIL 12/8/17
50 STDL02 STD. DETAIL 12/8/17
51 STDL03 STD. DETAIL 12/8/17
52 STDL04 STD. DETAIL 12/8/17
53 STDL05 STD. DETAIL 12/8/17
54 STDL06 STD. DETAIL 12/8/17
55 STDL07 STD. DETAIL 12/8/17
56 STDL08 STD. DETAIL 12/8/17
57 STDL09 STD. DETAIL 12/8/17
58 STDL10 STD. DETAIL 12/8117
59 STDL11 STD. DETAIL 12/8/17
60 STDL12 STD. DETAIL 12/8/17
61 STDL13 STD. DETAIL 12/8/17
62 STDL14 STD. DETAIL 12/8/17
63 STDL15 STD. DETAIL 12/8/17
64 STDL16 STD. DETAIL 12/8/17
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
Page 2 of 2
Job Truss Truss Type aty Ply N HOMES / SANTA ROSA
A0182147
WRCSRBLM A01G HIP GIRDER 2
Job(optional)
n__.. o "ten .. xr....
eference
OM 7 R.6 I. A..drin Inr Fri nA A 14'9n'S6 9n17 Pane
Al Roof Trusses, Fort Pierce, FL 34946, design(ma Itruss.com mun. o-u n I-
ID:fXMo
113
Dead Load Defl. = 7/16 in
3x8 =
17 35 36 16 37 1538 39 40 14 41 42 13 43 1z 44 45 46
Sx6
2x4 II 5x10 MT20HS= 2x4 II
5x10 MT20HS=
4x8 = 2x4 II Sx6 =
4x8 =
26-5-2
7-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.81 14 590 240 MT20HS 187/143
BCLL 0.0
BCDL 10.0
Rep Stress Incr
Code FBC20171TP12014
NO WB 0.80
Matrix -MS
Horz(CT)
Wind(LL)
0.12
0.50
9
14
n/a
960
n/a
240 Weight: 443 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP 2400F 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.
BOT CHORD
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 27)
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=-10272/3790,7-32=-10272/3790,
32-33=-10272/3790, 33-34=-10272/3790,
8-34=-10272/3790, 8-9=-7212/2612
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, 3940=4083/11423,14-40=-
4083/11423, 1441=4083/11423, 41-42=-
4083/11423, 13-42=-4083/11423, 13-
43=-4083/11423, 1243=4083/11423,12-44=-
2321/6575, BOT CHORD 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, 41-
42=-4083/11423, 13-42=-4083/11423, 13-
43=-4083/11423, 12-43=-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=0/496,
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=-151114186, 8-11=0/496 NOTES- (
12) 1) 2-ply
truss to
be connected together with 10d 0.131"x3") nails as
follows: Top chords connected as follows:
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)
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=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 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. 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-M 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 Qt=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 lb
up at 7-0-0, 123 lb down and 143 lb 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 lb 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-
M on top chord, and 365 lb down and 119 lb up at
7-0-0, 88 lb 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
lb down at 17-0-12, 88 lb down at 19-0-12, 88 lb
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 (plf) Vert: 1-
3=-60, 3-
8=-60, 8-10=-60, 18-21=-20 Concentrated Loads (lb) L,ominuea
on page c
9my-flwv wxryH.mw we'
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rdd ketrrse:va 140.iie,!p:xlT hgwnR ArudwwF@o sgrt:msom"W'dm I.*hsq:dik.*?- 44bdwikl0t xlr, wia?RI. Anthony T. Tombo III, P.E. airsedib'`msluwrhiWweislkinrwsceNedkOww,k6wxiledlmmgrdxweMlNgon e,nMwdeddpr94deIN
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Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA
WRCSRBLM A01G HIP GIRDER 2 2
A0182147
Job Reference (optional)
Al Roof 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 8 14:20:55 2017 Page 2
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-ApDpsFZUr89ta2RSH?K09r8EL2??J?CzshADN6yBOLc
LOAD CASE(S)
Standard
Concentrated Loads (lb)
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)
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Anthony7=_Tombo III, P.E.
80083
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a.,a dns" 4451 St. Lucie Blvd. zt (opyright Z 2114 41 fact hisses - Whooy 1. lamb.111, f.I. Reptaeuniom at this dotumem, in my Wait, is psohihited wBhout'he.titkft permissm hom MI Raot Losses - Anthony (. Ianbe illj.L Fort Pierce, FL 34046
Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA
A0182148
WRCSRBLM A02 Hip 2 1
Job Reference (optional)
Al Roof 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 8 14:20:56 2017 Page 1
I D: fXMofrM a V b?Z7 FFU eY3_Ndzeg Nj-f?m B4 bZ6cS H kB COe rird i3gSyR Fb2XJ75LwmvYyB OLb
1-O Q 9-0-0 16-3-12 23-8-4 31-0-0 40-0-0 4-0{J
0- 9-0-0 7-3-12 7-4-8 7-3-12 9-0-0 1 -0 (7
5x6 =
5.00 12
3x4 =
4x6 = 3x4 =
r F 7
5x6 =
8
Dead Load Defl. = 7/16 in
16 15 14 13
12
5x8 II
3x4 =
5x6 WB= 3x4 = 5x6 WB=
3x4 = 5x8 II
20-0-0
LOADING(pst) SPACING- 2-M CSI. DEFL. in (loc) I/defl L/d
TCLL 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 FBC2017rTP12014 Matrix -MS Wind(LL) 0.33 14 999 240
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T2,T3: 2x4 SP M 30
BOT 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.
BOT CHORD
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 Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1660/0-3-8 (min.0-1-15)
10 = 1660/0-3-8 (min. 0-1-15)
Max Horz
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. Comp./Max. Ten. - All forces 250 (Ib) 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, 9-1 0=- 1004/102
BOT CHORD
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=-3167789
NOTES- (8)
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=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.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=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
40-0-0
PLATES GRIP
MT20 244/190
Weight: 183 lb FT = 0%
tw.
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Job Truss Truss Type city Ply HOMES / SANTA ROSA
A0182149
WRCSRBLM A03 Hip 2 1
RYAN
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:20:56 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-f?mB4bZ6cSHkBCOerirdi3gUXREY2Rp75LwmvYyBOLb
1-0-0 5-7-15 LT-_ 16-0-2 23-5-14 29-0-0 34-1 40-0-0 Qt-0-p
0- 5-7-15 5-4-2 5-6-2 6-11-11 5-6-2 5-4-2 5-7-14 0
5x8 II
5x6 =
3x4 =
4x6 =
3x4 = 5x6 =
18 „
10 t'
14
3x8 =
4x6 = 3x4 = 4x6 =
3x8 =
LOADING SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.28 16-18 999 360
TCDL 10.0 Lumber DOL 1.25 BC 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 n/a 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*
B2: 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.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 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, 3-4=-3143/2204,
4-5=-2866/1955, 5-6=-2625/1897,
6-7=-3214/2271, 7-8=-3214/2271,
8-9=-2625/1897, 9-10=-2866/1955,
10-11=-3143/2204, 11-12=-1275/275
BOT CHORD
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=413f762,
6-18=-812/543, 8-14=-812/543,
9-14=413/762, 10-14=-258/401
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.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 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
Dead Load Defl. = 5116 in
5x8 II
PLATES GRIP
MT20 244/190
Weight: 200 lb FT = 0%
naaq.rfm%6am0— sell nX rMSES,!x:iir 03Ai FUS s;7Rwnex:nroMi fgt'cn 9w.r. oeurnr we tmh o-..ip I.a.eas vi ta/ xes.mt not a,i ort.gnoe;am 4tiwS C rtaa R: r:-iraM, srcama..a. eek,s Mkr.a taM. ale sm..p
itiltStwar flstsWk NM d:lC akrrlM nsrlmsao e Erpt ii:, Sraa17[rya+a ktalmmrih8 gmMsrrrepn IapA ssM aq..wgropa:Ml:nM 6ksyrdl urykl ,IgatJn Ge loamy mer tnl ksip ryne,, Imest.u&ims ta iaf
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ArthonYT Tomb80083
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na«.
d p r iwrny«qm sE alma h rN penes Mdrd. im rm,t trim (gima 1t r rtr taus an pa. m not S.sss Eg4a sm. Wi1q. u rgr rf ara,.r rta mf: ms. [ r: Lucie
Blvd. Foortrt Pierce,
FL 34946 oppigpt9 2016
A -I Raaf6nses-Andoay i.lamha ill, P.F. Artshony i. iomho ill; P.E.
4
Job Truss Truss Type Qty Ply HOMES / SANTA ROSA
A0182150
WRCSRBLM A04 Hip 2 1
RYAN
Job Reference (optional)
Al Roof 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 8 14:20:57 2017 Page 1
I D:fXMofrMa Vb?Z7F F UeY3_Ndzeg Nj-7CKa Hxa k N I PbpMbq PQMs EG Dd_rd xnzcG K?fJ RyBO La
1-0 6 6-1 13-0-0 20-0-0 27-" 33-5-15 40-0-0 1-0
0- 6-6-1 6-6-0 7-0-0 7-0-0 6-5-15 6-6-1 0
5x8 11
Dead Load Defl. = 5116 in
5x6 =
1.5x4 11 5x6 =
14
3x4 = 4x6 =
3x8 =
4x6 = 3x4 = 5x8 II
20-0-0 29-5-6 1 40-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360
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 FBC20171TP12014 Matrix -MS Wind(LL) 0.32 14-16 999 240
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
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-2-4 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 = 1660/0-3-8 (min. 0-1-15)
10 = 1660/0-3-8 (min. 0-1-15)
Max Horz
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
BOT CHORD
2-16=- 1881/2840, 16-25=- 1422/2433,
25-26=-1422/2433, 1 5-26=- 1422/2433,
14-1 5=- 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
DO .=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 at --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
PLATES GRIP
MT20 244/190
Weight: 197 lb FT = 0%
t[
miry-Poae dnmMeredn me •Y110;( llmStS ^5 19"; ifE It ItLYS a (!RmnunS (m?Ctlj tNiYj GCV:i[(CWfiCr hre. inl¢ ie.,y ruutw!M, wE nd wrt, w 9i: ew, Cv.yeW[ry!10.• M M edpry r T.0 Al: tl. idcmr Sknkh- IW, wl,
I4lakww,nn,lens,ieNk,sN in x,;bbwkrdA.As,lmsd: aEga,nri:.,irlth.Me sbwwriW npe:,dsw,e„eweda,pk:vadaQ,mat rap:dfinMNsq,dax se,k/rtsfgi lwlk lbbwh.wen llrL k:q, a:,v,nws, lwiagrwiews, uaNdn Anthony T. Tornbo III, P.E.
wi.udlsrn5Wrm4aLWrsMvspr,mliRd6r0.xr,Urxr N meigednMNllbgOniga,btleudendMM.,tlelE(n1ta,Infix.1/yrdeWtlbltkryp,.ddfirtawfyfid dx<i,,,x dN r,,suin.niany,wkwrrcsnrmtd =80083
M G:Ify srpxrai[u¢W tnwk: sdMsrntDrdmrp tryidx,dlb 4'I!q(gw„I ktn hWerow(t(Sptdedelhlr wn SY.l nrd NMge i'M,ne. lM1lidnrsN, ngnsdil®nwknesdlkLrsc a-x n,ass e„p yywn wi inss(+,n,wtrss 4451 St. Lucie Blvd.
n,rwn.wtaNp,:rwm,pntgw:.•matt,a,sanfinl,xlkrwsseeewtgbwna.te,{mkybnryes.wLn,s.dehpwd,,.wlNq.sn.gddedn,x,e,naawtxtnt. Fort Pierce, FL 34946
ogdghi92014411.1 crosses- Anthony L Innbo Ill; P.F. Repmiortia of this do(umenc in any lc,m, is probihitN whhamfhew,inen permissionhon A -I Fool basses- Anthony F. lanbo III: P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
WRCSRBLM A05 Hip 2 1
A0182151
Job Reference (optional)
Al Hoot I russes, Fort Pierce, FL 34946, design(a7altmss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:20:58 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-bOuyV HbM73XSRWAl z7u5nUmpiFzCW ONQYfPt_QyBOLZ
0-88--00-22 15-0-0 20-M 25-0-0 006-11-14 5-0-0 5-0-0 6-11-14 I 8--
0q1-0 00
5.
00 12 5x6 = 1.
5x4 II 5x6 = Dead
Load DeB. = 5/16 in 0
m
3
0 Io
16
5x8
II 3x4 =
4x6 = 3x8 —
4x6 = 3x4 = 5x8 II 10-
0-15 20-M 29-11-0 40-0-0 10-
0-15 9-11-0 9-11-0 10-0-15 Plate
Offsets (X,Y)— 2:0 4-3 Edge], [5:0-3-0,Edge] [6:0-3-00-2-4] [8:0-3-0,0-2-4] [9:0-3-0 Edge], [12:0-4-3 Edge] LOADING(psf)
SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.38 16-18 999 360 MT20 244/190 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 FBC2017ITP12014 Matrix -MS Wind(LL) 0.28 16-18 999 240 Weight: 200 lb FT = 0% 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 puriins. BOT
CHORD
Rigid ceiling
directly applied or 5-4-2 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 = 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 BOT CHORD
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=-
130612262,12-14=-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=-437/623, 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 Exterior(2) zone; cantilever left and right exposed ; end
vertical left exposed;C-C for members and farces &
MWFRS for reactions shown; Lumber DO .=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 Zts.
dy-
n.
a..s n.dre k.i.l m;l rmss;^x;r;:Eeau IWS e:aanaes rn?od,'san'ruee etlbwtrr a.. !Rh inr rn.:.:kr.i.•.r.as.: enr kap 0a.ai;IRliMk ua.r I. r.eF is: r[. ,, s:n Ed.r ti. ed«: dM.in edN. k Iw..q Wlrirararraks sNeks
Nork'eeakrdd 1"Itr enia hip (.sP-lr b#u ksai..y Ar M.-.-M, da pnssaed eqr-p;J3n Wk kwpdo. s *1 6MW.it. lot hoe in) ix Trap qe.,, kiwi nelsNs.s,ndu Anthony T. Tornbo III, P.E. W-46:msh, Mmliq' k pruin dk bmr,kffw'sMme gnaxae WWola-se,.kwknaMll'.k nc ei he kdxitignk eM rni ile ep,rddn NOW wW 04, 4c; W"Miin. MeN iesi Ms ihaal sM:kk yasm xrd =80683 pkaagkuPxwit.osa..uld:srwaatoc kpxxs.rpd. dkwWy,aRndtpd.ew.nnrMdeenr•msru..•d. NapaaPee. lni ae2vakuwasd le.,o,..rerp .i1.::uoe.,dn, can ma*AhrC..
WM9.anon1!NWinsiMIM 11,h;ekd.EganisNOT kkbigOnim_.1—Oarshp.dmWhit. ucgWleNare;nnItlaNsi}rl. - 4451 St. Lucie Blvd. QPyrirhtD 20164-1 Wfiesses- Whooy
1. Imbe 111, P.E. Repndortiae alibis d..—I, ieeay low is PfAililed.i .140 nitlea Permissiafro.A-IRoat Tresses-,lsAny 1. Ianbe Ill:P.L Fort Pier[z, FL 34046
Job Truss Truss Type HOMES / SANTA ROSA
A0182152
A06 Hip rtyWRCSRBLMFy1
RYAN
Job Reference (optional)
Al Roof 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 8 14:20:59 2017 Page 1
I D:fXMofrMaV b?Z7FFUeY3_Ndzeg Nj-3aSKidc?uNfJ2gID W rPKJ h lwcfJGFvtznJ8O WtyBOLY
1-0 5-9-5 10-1-12 16-10-8 23-1-8 29-10-4 34-2-10 4011 11
0 4 4-0 6 8-12 6-3-0 6-8-12 4 4-7 5-9-5 -0
5.00 FIT Sx6 =
5x6 =
Dead Load Defl. = 5/16 in
3x8 =
4x6 = 3x4 = 4x6 =
3x8 =
5x8 II
5x8 11
10-
LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.37 15-17 999 360 MT20 244/190
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 FBC2017fTP12014 Matrix -MS Wind(LL) 0.30 15-17 999 240 Weight: 211 lb FT = 0%
LUMBER=
TOP CHORD 2x4 SP No.2 *Except*
T1: 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
1 Row at midpt 6-17, 7-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
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(LC 13)
Max Uplift
2 = 464(LC 12)
11 = 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=-2947/2113, 5-6=-3007/2336,
6-7=-2219/1738, 7-8=-3007/2336,
8-9=-2947/2113, 9-10=-3121/2227,
10-1 1=-1 112/343
BOT CHORD
2-17=-1876/2797,17-26=-1187/2132,
16-26=-1187/2132,16-27=-1187/2132,
15-27=-1187/2132,15-28=-1188/2132,
14-28=-1188/2132,14-29=-1188/2132,
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; 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 =
I 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
ie:dq-Flex duxmk rcxer 4x'1 n0-; 'IYSCS 5.'3'"5EN3AI I-tlll\1JkWll lSiJi'BNCYrF.r;t(1IRrY.[NiYifr Me. irdtMrysµrMxsxt rxl ekesrhslrxs Os ip dr+ut!I`; a11M 4psy 1. tech lU, tF lde m eLwWx txk sMn.ix rt1e/xIh ICB. xI:f
WTeisxwdw FlmstieaknNM Ne'd;ak rdd N eUxs Dena fepx ie. xxh Eipwrt de uiwmyiW ryrexh aerepwe dlieyrgr:sxxi xrnx grc:pxniM!h.'h lmymd Msb{k Lx Ngmxrxtaea6.aex ml r=a gwes, Yxy wlcas, seaW ry Anthony T. Tombo 111, P.E.
do dras. ns ixmlffiM ss< srspamm1064C ,ka..x xlYvuei gxewmNoe:ipx,xxt rweddiN MlY wNbkd exl4q wkmlNl 6e gp ddWlDlxi ay rxN dde rrrss, bdMy 4se3yslwep,ssWxwxe kwytid MYe spetlidaid ?80083
m ulerm pwxe lemxYr raxn: sr edwIOaer e px:xes eM e+rdwwl&q crywdsda lxdgn xsGpYaaey 1pmstu xeldx sNrryxd pile. Inl ar4451 St. Lucie Blvd. rYx.
ae weadp sixnen epwd epek x ma qea yxnm R.desa. lie ue .amp [gawnmrMkln4N &sipx ixs,wm. frymn drn hulk. mrnnAi:dax; xe esadmxom1. Fort Pierce, FL 34946 Opyria6rD
7016 A-1 taof Lessys-Ampoey i.laa6a lq, .E. ReFulnoin at this daumnt, in any firm, is prohithedwBheml6e xrinen ptrmissinn from 4IRoa1 LNu:s- Amboy 1. i3m6o H01.
Job Truss Type Oty Piy RYAN HOMES / SANTA ROSA
WRCSRBLM FCJ1 Corner Jack 8 1 A0182153
Al Rnnf-r—cac Fnrt P;..rn ci veona .L—....La..............._
Job Reference (optional)
1 is <u r r ranrl eu inousmes, inc. r-n uee S 14:zu:b9 2u1 / Pagel
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-3aSKidc?uNfJ2gIDWrPKJh179fUMF eZnJ8oWtyBOLY
1-0-0 0-11-11
1-" 0-11-11
e
6
n '- m
0
3x6 11
s 0-11-11
0-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240BCLL0.0 ' Rep Stress Incr YES WB 0.00 Harz(CT) -0.00 3 n/a n/a
BCOL 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 required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
5 = 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Horz
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 = ll(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 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' farm.
LOAD CASE(S)
Standard
an,:1.n Malltin.a,a.Biro.ms;u.:[r.aeaut[txsclzuincatrtrow'Carr^usc:lestllrt.a.rr;hwmwr*aarwral.a r,r,a,pow:y7owlasN li u.,fLlaa s,arlaa,K¢dss,.ea:rrraN rt,sco.M,
stamttMIx wrgfa hCxk da la al Unip Egasa e. .pMry [rlinn tl aap9lf llrt:Wt•a;elpmaaM rywrs:ulaginaq hm !'mr is dak pdksklm Igaxdulk loPMt we iRl GxNlp n:,paus, kaai.eNem wx4`:a. t sp,r:unaa.o au:.a,a.,,ny,sanrswu:lor;ra,.n.aa<nan,,tl<atas.d wgr,kmrxl n,qp„aa>klww.rr_u.,raa.t.,r:yr,. ,p 416lwwkw.aua,k4 t.p,swata - Anthony T. Tombo III, P.E.
t
ib{ Sgm eN laakn1ar. lYax sawa:Ik lDC n!$pkarrs WrwiNxs dtx 4dP:q Gaped Sdahldamaem;xYardF,4a FIf mI57tA sndaar.N iwpewa pipe. leFl kfan tlr resp.sW:sWdaina pel n.k de, m Oe minn UmlaMa: adns.
80083
445 St. Lucie Blvd. egmiryaxwmaay dpKm ardrad le kan hsm[ginis E`Ide Gulag Rripa,x Lns 4sxv.Gpaa aa!k:nq. sA aleai:Naa: arekSW :.'rLl.
o sht ".J 7QIi A -I Raof 6nsses Amhoa Ltan_o 111: P.E. Reweinnianal this dnsnmem, in toy form, is P'Aikiteil without ire.6nen Permissi.. lram AR af Fsrsses Actlonp i.lnmho ill; P.E. Fort Pierce, FL 34946
Job Truss Truss Type Qty PIY HOMESTA ROSA
A0182154
WRCSRBLM CJ1A Corner Jack 2
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.coun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:01 2017 PagemR1 I
D:fXMofrMaVb?Z7FFUeY3_NdzegNj-?za47JdFQ_vOlzvbeGRoP6OUhS9yju8sEddXblyBOLW 1-
0-0 0-11-11 1-
0-0 0-11-11 2x4 =
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 0.10 Vert(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 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL
10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 BRACING-
TOPCHORD
Structural
wood sheathing directly applied or 0-11-11 oc puriins.
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 =
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.
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. 51
Refer to airder(sl 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
V
smy-
n,wmana»„ur•a1m::rd:s/s:Er.uEaurunr<;awn esrn;r>r wE:r;ww;v;Eowtsrrals,ar+°rwW.r,,..a a:E°„k.s.a..ypcewrku.rEE.kmr:.rrm,rs.rkn. aar:,a,.,<m>d n<tro.mn Mih.
caMn M•t sua k.sd!n k iQb m k,dt k. I-kam t4i.. iie 5µnlrEgisr ;.M'W w.1Tr rgrcms. x;rp.dae prh.swd urs. ry-}m.niFh Mlt hp it,.# Lr< hpsam ae loamry mu In E T.ays - "s,!r+ z "t Anthony T. Tombo III, P.E. m. dr„
nsrdmrt°nyis k°pm,klman.o.w,ko.>K'sw k,°xy"r°n saa onp ,m wnnaE u:.4slnmrr ro°I .wy aewnit. Eksfp adn mes.a.,su an T",od" W.P.IAO. 'M'odl: h ae 4.,M4yd '1 80083 W WI4gBp.
d(xtr.d..Al.as sd.aer.lgCMde pouim.l(r..l.ndik kdEq(.geeN kinldnam.snso plkktklbmStU n'e A w.dM asdP.lnleanesMn,rnsddiunMd,msdlsrLrss aesgu,,hm drµ. hym..ilnssV min°:.kss 4451 St. Lucie Blvd. An.ls,
a/krE.am.pdepanmm k, dltalas h»hd.l. Inn D.xr(q'o.°nklm. tdllgksipn.aL,s, 4an k c d.rk<my. sq:gw!°d k€sm.nddm/u'0.L fort Pierce, FL 34946 opyrightD 20144111WTosses.
4nthoay T. Ta.bo ill: P.E. Rep,odWinn al this 614T, in any lam, is prohibuad xithoutshen,inenpormissian from 4-1 gaol Trusses 4nihoay i. Ta.h°!II: LE.
Job Truss Truss Type dry Ply RYAN HOMES / SANTA ROSA
WRCSRBLM CJ1L Comer Jack 4 1 A0182155
Job Reference (optional)
I Rool I cusses, Fort Pierce, t-L AU4b, oeslgn@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:01 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-?za47JdF0_voizvbeGRoP6OUxS91 ju8sEddXblyBOLW
1-0-0 0-11-11
1-M 0-11-11
2x4 =
I 0-11-11
0-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP 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
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 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 with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 129/0-8-0 (min. 0-1-8)
4 = 2/Mechanical
Max Horz
2 = 35(LC 8)
Max Uplift
2 = 94(LC 8)
Max Grav
2 = 129(LC 1)
4 = 19(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
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; porch 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) 2.
pmig-Nen MwWI!nwr ke'LI r0;;':Ir!st Stii;%efr3AfIntl6:i?mt1MiNNIrD1Eri Yk iiEFWEkr bre.Ir:ltf kfip fxmelnt Wrnl phtr6n tarthsip Dnry;lk"1WIk IdkpI.InkIk;1.iacnnSb Pdve ru. leNts akeriu lxleln r. need,
IhTa-.w pllt skA ke I.a Tic 4kn A,, Trns OKq Eq- s .p*fq—. 1k:md glx"F a%.K"ft' a ee Paltswal q::pl;arm whImp A lk.N t.; f.IN ry«ea ml T. k.ip n,..p.n, win' wnms. waum Anthony. .enedh. ,swmaim. pt p. .ImarD..',wD..xM geiulk kDfq h•ipn,abwkdalM C.,1{el!(Wat ktd ya.wgtdt Will I. Ik gpndaMNl nl.I fieN udMErt: b igkNwl,wpestdwr.i hw:g sidlk4t t:Pi;ilara V Tomta III, P.E. 6,
W ghupk W t.kklk kll.Ns sr M e lk TDO tN roe Pa1m.Ipmims d IV Ww {Elq..t k"gbt w 1tSf PWkt 41'./ SIU."dk Nw Wa gOWN*. 1hI WW lka slNies.l OAiet a he le.,h 80083 etlevh.
khdNlEkeatgwepay.aa, dl iskes NrlhN. Ik 7n,s ksp hiownktlke tdNig hsipk.klms kdn hp.va+n, k:INq. iAtgwkeN vras.tmgli.ls'ILL wp.
msDnnlegaeereln:sNmlgwk,.kss 4451 St. Lucie Blvd. Fort
Pierce, FL 34946 tMPgk1p15Adfaal6ksszsActkooyLiamb. ill, N. reimdenim of this du mam,i.myfem, is ptokilild.4hatit dine-rermissioo host A -I hefiosses Amkony f. iamie ill; P.F.
Job Truss Truss Type Oty PIY RYAN HOMES / SANTA ROSA
A0182156
WRCSRBLM CJ3 Comer Jack g 1
Job Reference (optional)
Al Roof 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 8 14:21:02 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-T98TLfetB I1 tv7ToCzyl xKwdZsUjSLO?THN47CyBOLV
1-0-0 2-11-11
1-0-0 2-11-11
2-11-11
r 2-11-11
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 0.22 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/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 Ito 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 2-11-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
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-
1) Wind: ASCE 7-10; VuIt=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
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.
LOAD CASE(S)
Standard
lrndq.ryet dxwQ¢rcnrx&-I I ta:, trbtiiVid''e1E31IIM I[Noo as(grom,-W'f:P 21Y6Y1Li14kr I" tnr!drip rx+a+ln+wi rtH wR+wftis fnn Ce4p Owrq;IB.;wide YMp F. twk Ir; Item n%W..k* w. Cxdss rdmx raMwde 7EC, erhWtrt+weeax p s+kgk sgbdr;aL'.kdd dsrlmsam§xFq en'..tp;F[rriwr`deralwuitW+pnmswwrp ddrpk:wwl wtnexq+n9w:didnMdr kupddesyki pµsdwdeForwir wu+[ht tervp rsiepa+. gee g.x ws urodm Anthony T. Tombo III, P.E.
WnedlA.insbwrktldq'do ntwsilAmdd+r.m,Ik C'+w dai+n gncxd M7tiat 0eawn,i.:le wkddfas ll: dr lt(vJ Fu hwl;nmllkg drof ltil Re epmd@de NAwi ri Wl 16,T s,7rd" W#.t; W p W.144.e1 pny sM k le.peik4l4 80083
dekidq ksipx ai [wtm. rr roles sdmh Rlat Wde prNti nl pieaYssade lxi6vg(.peM Sien l xsetiw ilSAplh!kl k}INWSIG xr idxercedix rm.d pilrce V4lidxsM resprWiren!kidlk hoes hype..-:ws e<:yr:rgwxw less r:wr,I.n, wdss 4451 St. Lucie Blvd.
Anm.d.MNr:rnmgndrywarmmkdprrw k'"MInhi, kin EN>is VT WNq MPH. Uxsshdrr FNnn dm, M401, 3l MmIMd prsnnmbd n In t- Fort Pierce, FL 34046
opyright9201644loaf hose,- Anthony L Tomb. III: P.F. lepmdottian of disdotrmrnt, in rnp form, is prrhihikd wBhout dr wrIDenpernissian trrw 6-I laol6rsses Anthony T.Tomha111:P.I.
Job Truss Truss Type Qty Ply HOMES / SANTA ROSA
A0182157
WRCSRBLM CJ3A Corner Jack 2
RYAN
1
Job Reference (optional)
Al Roof 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 8 14:21:03 2017 Page 1
1 D:fXMofrMa V b?Z7F F UeY3_Ndzeg Nj-xL h rY_fVyb9 kX H2_IgTG U XTg5Gg4Boe9 ix6efeyBO LU
1-0-0 2-11-11
1-0-0 2-11-11
2x4 =
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 0.11 Vert(LL) 0.00 7 999 360 MT20 244/190
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 FBC2017rrP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 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 2-11-11 oc
pudins.
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 = 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. 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) 3, 2.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form -
LOAD CASE(S)
Standard
Betaq-flx anglpre.in ae'LI rp;'tIF,c3;'k J:ifr311 IiIYS6 r0:afl aS iJi'gpi'ICGiil[[FiiFQiYEkr hra. le:lr snip pmelrcc ui red saesupsInns ksip Aaxeg i0.";rma Ulaq 1.r IX; rE.rehee,'r Iktkhn n!. W as. t saN.arq,Nr
iktezeask sipr skY knNa(a iaCpkrda lsa Gns Ws4e Egru (i ipaap Erpuslased usq lTi epe.ms reeepas Ibe pdasw+leyvxigrrpr.WhMaktipAa;el ;Iep4ina106alr .n rn1 t a:ip na.pnes. pc.unine naaq Anthony T. Tomta III, P.E. ahan w.pdiaysanpmeaaag..r,ac.,^s„anegenNu k.aamrasrauiauxxngsawnitrk priearmem.axnraar,;s:nagr.pnain.wNsq,sakanp+,nrrta
a win is. nai ksab AYates stiM4lkiBCMapac'kes ed pahnatSeWli.qG¢eetl Step Nwwew plOpiM kIkI WItG ee idearNMgwJ pYa.irFl egnn lle aspsi4genWaViesAM7rn, Cnne.-e}s k:ip's+uenpinsspap;Iwn, Nees =
8008?
alnme Nmd M.C. pW"4 nan k, Npapa anh'kInIsm asks Eq-n Forar4Wq k0m.s1—kipshp.ne. ww", 11.1bl¢N+sss as n itmi p. TII 1.
Fort Pierce,
Blvd.
Fort Pierce, FL 34940
toipigAl 0 701g 4 1 iaoi Uasuc- Aaldoay i. Iango III, P.E. Reprpiuniaa of this dwamaat, is any firm, is ploki ilel wiihealtka ninon paeuisziw has AI gaai Lassos - dethoey i. tanha Ill, P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182158
WRCSRBLM CJ3L Comer Jack 4 1
Job Reference (optional)
At Roof 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 8 14:21:04 2017 Page 1
1 D:fXMofrMaV b?Z7 F FUeY3_Ndzeg Nj-QY F DI Kf7jvHb9 RdAJO_V01?_Rg9lwF u IxbsB B4yBOLT
1-0-0 2-11-11
1-0-0 2-11-11
2x4
I
2-11-1 t
2-11-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.13 Vert(LL) 0.01 4-7 999 240 MT20 244/190
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 FBC2017frPI2014 Matrix -MP Weight: 11 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 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 = 69/Mechanical
2 = 187/0-8-0 (min. 0-1-8)
4 = 37/Mechanical
Max Horz
2 = 63(LC 8)
Max Uplift
3 = 44(LC 8)
2 = 134(LC 8)
4 = 30(LC 8)
Max Grav
3 = 69(LC 1)
2 = 187(LC 1)
4 = 50(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
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; porch left
exposed;C-C for members and forces 8e 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, 4 except (jt=1b) 2=134.
LOAD CASE(S)
Standard
ttlwmey
Flnu enwglh rnkn ee'dlig7'IIDStS Si lrnE[;t11 IEINSbr:l%DIN:[S iJS'Nm, Iw--n A[Kri*ED"l orkrw. Irdrarip pwaMtM d k 1 n k•ip Dnry!IDD;MMImMg 1. tack lq, r. lehnsit. ldw .Dekts M.n'*iu rde/nMe TO, nN idtartaedw
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udk imsbwrkq' Oe..ryi'rlArdhrfl'.xr,kOnntmdwnee.penpeWDripn:klrudeddtrtM1E,M10(Wlie4di I6gMswiRli IkypeMdbe101wEpfiNnrdtlrFns:ieMtglm'!e?.do.p,nhCsnwwikw:psidkkuspe•nBigd = 80083 He
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2011 A -I Aaoi Lrssn-"Any I. lombe III, P.E. gegeado0iar a116isdammem,in ony krm, is pro6igfled wilhoonhe winrn,rrwissiahow A -I gaai iasszt- Ambovy 1. iamb* III: P.E.
Job Truss Truss Type Qty Ply HOMES / SANTA ROSA
WRCSRBLM CJ5 Comer Jack g 1
RYAN
A0182159
Job Reference (optional)
Al Roof 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 8 14:21:04 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-QYFDIKf7jvHb9RdAJ0_V01?uWg6EwFu IxbsBB4yBOLT
1-0-0 4-11-11
4-11-11
4x6 II
4-11-11
Plate
LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240
BCLL 0.0 Rep Stress Incr YES We 0.00 Horz(CT) 0.02 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) 0.04 4-5 999 240
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 4-11-11 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 268/0-3-8 (min. 0-1-8)
3 = 127/Mechanical
4 = 55/Mechanical
Max Horz
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-
1) 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
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.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 0%
IIm.1Pon:nan0,,m.WAIN;f':tl!s8;St l eEC31tIT!!S6:liAlll tlS(JS?ONi t9}crii(R6;YED6LLi1rMe.leNr aiq.pwxncn1,M Nnnfir rrtn kvg Drt.yODD, wnrldiy I f i'P;1F.1ft..sin!knn n!. &nn Am iu rhMane IEO, np
iNt=.kca•tikr yeses ssllkesa nr nx'OCnkedd Is elrrs D:up Eqm ._.. nM.ry Esgn:e ne sedwmf iDO epr:ra,ma:gtxe anepm.aemleyn ieyrnrm:ndarp; nc hsiudne snyerm; M ymIkIDC 1! Ifl 1. rua Ne upoms, ksrc!.syn c sdMdtr
r.na•n„a enaas.e ynsn:m!an,D,.e,n.a MkmRgrdnMMlt Dey.b7aukddMM.,11rl!(Wntlydi:ItiqukatllirrbgpeMdnrN1WN'fieNudner:n,yr.ngrpe ,nlxtineaknqudkne knwa.d Anthony T:TornboIII, P.E. m4
fwa p ey[emtnn.IReA .a.n rge an Mare nlpe .ndRkDcgctw n anNnoeEm(xSPpanttyrrw rl.nranxaxpndpaee INMs.5enspnlW—W&Ws4IhW!lkip? 80083 wn.!
umraape;momep epeav!meFe9ixm,Weeny Ixrn,r0n_n[qmn:D rmowliyo<,pn,nirnsH,n.ieyhnnm m; . R,
s`!"`tlnn `' 4451
St Lucie Blvd. 4
epaeyhz:nnddayslsl. Fort
Pierce, F134940 Zt (tgyrigN "a)'191D4-I[Daft,nssas-Ae(hooytl0mbaill,4.E.Rtp!domim of this duenof iiimy form, isprokiiikdwnhout!he rsintn rMnissieo lron44 R;nf bosses- Aethiiq 1. h.boill; K.
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182160
WRCSRBLM FG1 FLAT GIRDER 1 3 Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Hun: 8.1ZU s Nov I ZUl y rune 8.1 zU s Nov lz zul t MI I ek industries, inc. rn Dec a ,viz i:w zu i r ,
I D:3cbD6QA9jcxoTnU U N8i_XizeZZl-ukpbzgglUDPSmbCNt5W kZyYOg4OWfyxS9FbikkN
0-5-8 t2-11-15 15 6-6 18-0-13
2-6-7
T
2-10-3
Dead Load Defl. = 112 in
4x4 II
3x10
6x6 —
3xas = zxa n oxo — — n 4x4
2x4 II
2-10-3 5-4-10 7-11-1 1 10-5-8 , 12-11_15_ 1 15-6-6 1
18-0-13 1 20-11-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.71 15 347 240
BCLL 0.0 Rep Stress Ina 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 lb 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 = 3650/0-3-12 (min. 0-1-8)
Max Horz
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=-1556810, 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=-7401/0, 10-11=-3035/0
BOT CHORD
19-20=0/822,18-19=0/13436,
17-18=0/13436,16-17=0/13436,
15-16=0/18186,14-15=0/18186,
13-14=0/13828,12-13=0/13828,
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=-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=0f724, 8-14=0/2050,
8-12=-6852/0
NOTES- (10)
1) 3-ply truss to be connected together with 1 Od
0.131"x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 or, 2x4 - 1 row at 0-7-0 or.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 or.
Webs connected as follows: 2x4 - 1 row at 0-9-0 or.
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=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) 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 nonconcurent 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-M, 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 (plf)
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 (plf)
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
I Iniform I nards fnlfl
contlnuea on page z —
troy asp '—ft, el nNMes.b,Inn kip Ad It 41b1 LIvb m:lE ldsna Ik!iefir— IWI,*..i. odd mSe lot Wr
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aad egeeapms nwxyul pa.u,wd.l:p.,o.>a[ep.«isw:rMenxlq&npa.aunA <,n. bpeexm, Ixuy .m cpwed ins a,nae wamL Fort Pierce, FL 34946 opyritht D 2016
Ad 1006ossas-Anthony L fanho i06 P.E, teploduaian ofthie dounowr inony form,is prokibilmI.A.ul tho.,iuon pxmission hom A.l tool fusses- Anthony f. Joint. III: P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182160
WRCSRBLM FG1 FLAT GIRDER 1 3 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:05 2017 Page 2
I D:3cbD6QA9jcxoTnU UN8i_XizeZZI-ukpbzgglUDPSmbCNt5WkZyYOg4OWfYxS9FblkWyBOLS
LOAD CASE(S)
Standard
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=31
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
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: 1-29=-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 10=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=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-29=-131, 10-29=-59, 11-20=-20
Horz: 1-20=-5
Concentrated Loads (Ib)
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
h.nt-Pau laa¢I.mr.ne'LItOr.itF.sg k;Py ef[3.UIIA!f6:MIIB6(9S':CYiWfF;:(C6:i[fKYiYrfre. la4i kxig da;dral wkfrltiren bsipAnay;l6E;dM1 Ltrc#A,t.:_tekn.r Skr. idae.u. &ku dlaaiu aaelrge fCt, edr
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nrt.ltgggad[mo.r.lRaa dW'sIk10Cd epa.aes ItneehaedtakdCp(¢tneaLkhlduwen:pHlydYJelkii'dSttlserd r rrdpd.<rinledlasa<.2pnwearw nndtkir.,v;:a:rrsenq.; .anel:;w,dwra:me:s 445;St.Lucie Blvd.
dlawnr idnNkrimemgrdrynaa xp l:mry9es 4rdreA leln.skr'¢r[gaxn6 F9e Rdglgksipa,aLn,4daFrymadnl leilly. :l rpMkN ttes urndeAN a'lol. Fort Pierce, FL 34946
opyrightV 2016 A -I Roof Trusses -Aothoey1. Tomb. III: p.E.Rep,mi.meslthis d.mmem, innny form, is pr.hibiIoi Avt the wrine.permissionhon A -I Roof Twin Ambony T. Tam90 IIIJJ,
Job Truss Truss Type Qty Ply HOMES / SANTA ROSA
A0182161
WRCSRBLM FG2 Floor Girder 1
RYAN
ReferenceJob (optional)
Al Hoot I russes, t-on Fierce, 1"L avavo, oesrgnLd
1.5x4 II
1 4x6 =
Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fr Dec 8 14:21:05 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-ukpbzgglUDPSmbCNt5WkZyY4i4R WfYQS9FblkWYBOLS
1.5x4 II 4x6 =
4x4 II
4x4 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 NO
BCDL 5.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP 2400F 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.
BOT CHORD
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, 34=-5400/0
BOT CHORD
8-9=0/791, 7-9=0/791, 7-10=0/5400,
10-1 1=0/5400,6-11=0/5400, 6-12=0/763,
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.
CSI. DEFL. in loc) I/defl L/d
TC 0.48 Vert(LL) 0.10 6-7 999 360
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
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 1 st chase Dead + Floor Live
unbalanced); #4 2nd chase Dead + Floor Live
unbalanced); #5 3rd chase Dead; #6 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 be
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 (plf)
Vert: 5-8=-10, 14=-100
Concentrated Loads (Ib)
Vert: 9=-1035(F) 10=-1035(F) 11=-1020(F)
12=-1020(F)
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 0%
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Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA
WRCSRBLM FG3 FLAT GIRDER 1 4
A0182162
Job Reference (optional)
Al Roof 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 8 14:21:06 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-MwNzAOhOFWXJOknZRp 1 z6A57VTe WO_YbOvLIGzyBOLR
2-9-14
2-9-14 5-4-0 8-2-1 10-8-3 13-2-9 15-8-10 1%- -8
2-6-2 2-10-1 2-6-2 2-6-6 2-6-2 2-9-14
4X4
2-9-14 10-4-6
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.33 12-13 656 360
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.67 12-13 322 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.11 12-13 999 240
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x6 SP No.2 `Except'
B1: 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 `Except*
W1: 2x6 SP No.2, W2: 2x4 SP M 30
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,
Except:
2-2-0 oc bracing: 12-13.
REACTIONS. (lb/size)
16 = 4222/0-7-4 (min. 0-1-8)
9 = 3928/0-7-4 (min. 0-1-12)
Max Horz
16 = 39(LC 6)
Max Uplift
16 = 15(LC 4)
Max Grav
16 = 6085(LC 2)
9 = 5911(LC 14)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-16=-4852/51, 1-17=-12515/0,
2-17=-12515/0, 2-18=-12515/0,
3-18=-12515/0, 3-19=-24432/0,
4-19=-24432/0, 4-20=-24432/0,
5-20=-24432/0, 5-21=-24996/0,
6-21=-24996/0, 6-22=-13395/0,
7-22=-13395/0, 7-23=-13396/0,
23-24=-13396/0, 8-24=-13396/0,
8-9=-4832/0
BOT CHORD
16-25=0/1 347,15-25=0/1347,
15-26=0/24432,14-26=0/24432,
14-27=0/24432, 13-27=0/24432,
13-28=0/24996, 12-28=0/24996,
12-29=0/24996, 11-29=0/24996,
11-30=0/24996, 10-30=0/24996,
Continued on page 2
BOT CHORD
16-25=0/1347, 15-25=0/1347,
15-26=0/24432, 14-26=0/24432,
14-27=0/24432, 13-27=0/24432,
13-28=0/24996,12-28=0/24996,
12-29=0/24996, 11-29=0/24996,
11-30=0/24996, 10-30=0124996,
10-31=0/1275, 9-31=0/1275
WEBS
1-15=0/11875, 2-15=-386/0,
3-15=-12822/0, 3-14=0/3355,
4-13=-643/0, 5-12=-482/0, 6-11=0/3274,
6-1 0=-1 2435/0, 7-10=-549/3,
8-1 0=0/1 2882, 5-13=-617/35
NOTES-
1) 4-ply truss to be connected together with 1 Od
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/ 1/2" 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=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
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.
Dead Load Defl. = 5/16 in
4X4 II
18-6-8
2-9-14
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 382 lb FT = 0%
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-M 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) 16.
10) 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.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 404
lb down and 139 lb up at 0-2-12, 127 lb down and 85
lb up at 0-8-0, 134 lb down and 70 lb up at 2-8-0, 208
lb down and 76 lb up at 4-8-0, 282 lb down and 91 lb
up at 6-8-0, 282 lb down and 91 lb up at 8-8-0, 282 lb
down and 91 lb up at 10-8-0, 282 lb down and 91 lb
up at 12-8-0, and 282 lb down and 91 lb up at 14-8-0,
and 282 lb down and 91 lb up at 16-8-0 on top chord,
and 795 lb down at 1-10-4, 795 lb down at 3-0-4, 795
lb down at 5-0-4, 795 lb down at 7-0-4, 795 lb down
at 9-0-4, 795 lb down at 11-04, 761 Ib down at
13-04, and 1003 lb down at 14-7-4, and 1003 lb
down at 16-7-4 on bottom chord. The
design/selection of such connection devices) 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=-185, 8-24=-60, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-404 15=-202(F) 2=-1 34 5=-282 11=-190(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=-202(F) 30=-259(F) 31 =-259(F)
2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor:
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (pig
Vert: 1-24=-182, 8-24=-50, 9-16=-20
Concentrated Loads (lb)
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Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA
A0182162
WRCSRBLM FG3 FLAT GIRDER 1 4 Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, cles[gn(aDal truss.com
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 1=-338 15=-647(F) 2=-116 5=-246 11=-618(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=-647(F) 29=-647(F) 30=-817(F) 31=-817(F)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Plt. metal=0.90
Uniform Loads (plf)
Vert: 1-24=-155, 8-24=-20, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-141 15=-795(F) 2=-63 5=-140 11=-761(F)
17=-48 18=-101 19=-140 20=-140 21=-140 22=-140
23=-140 25=-795(F) 26=-795(F) 27=-795(F)
28=-795(F)29=-795(F)30=-1003(F)31=-1003(F)
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=-111, 8-24=-29, 9-16=-20
Horz: 1-16=31
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
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=-111, 8-24=-29, 9-16=-20
Horz: 1-16=-8
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
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=-111, 8-24=-29, 9-16=-20
Horz: 1-16=24
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
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=-111, 8-24=-29, 9-16=-20
Horz: 1-16=-5
Concentrated Loads (lb)
Vert: 1=88 2=47 5=53 17=59 18=47 19=53 20=53
21=53 22=53 23=53
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:06 —, Page 2
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Job Truss Truss Type Qty Ply HOMES / SANTA ROSA
WRCSRBLM FL01GE GABLE 1 1
RYAN
A0182163
Job Reference (optional)
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0 f8 Ox8
1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10$-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 17-10
1-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-0 1-0-0 1-4-0 1-0-0 1-4-0 1-0-0 -6-4
Plate Offsets (X,Y)— [1:Edge,0-0-12] f33:0-1-8,0-0-121,[35:0-1-8 0-0-12]
LOADING (psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud 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 = O%F, 0 %E
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 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. Comp./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 oc.
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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Job Truss Truss Type Qty Ply HOMES /SANTA
ROSAWRCSRBLMFL02Floor61A0182164
AN
Reference (optional)
Al Koot I nlsses, Fort vierce, FL .54u4fo, oesign(cpa-I truss.com
0-1-8
H,
2-6-0
i
1.5x4 II
1.5x4 = 3x6 = 1.5x4 11
3
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:07 2017 Page 1
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2-3-8
3x4 = 3x4 =
4 5
0040
Dead Load Delf. = 1/8 in
1.5x4 II 1.5x4 II
3x6 FP= 3x6 = 3x6 =
6 7 8 9
3x4 = 3x8 MT20HS FP-- 1.5x4 11 1.5x4 II 3x6 = 3x8 =
3x8 =
18-5-0
18-5-0
Plate Offsets (X Y)— [1:Edge 0-0-121[4:0-1-8 Edge] [5:0-1-8 Edge] [10:0-3-8 Edge] 111:0-1-12 Edge] [17:0-1-8 0-0-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.32 11-12 685 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) 0.41 11-12 528 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.06 10 n/a n/a
BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 92 lb FT = 0%F, 0%E
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
pudins, 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 $
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
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Job Truss Truss Type Qti Ply HOMES / SANTA ROSA
A0182165
WRCSRBLM FL03 FLOOR 1 1
RYAN
Job Reference (optional)
At Roof 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 8 14:21:08 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-IJVkbijen8nl d2xyYE3RBbAd9HV 1 s27urDgPKryBOLP
0-1-8
H OF5 1-3-0 1-11-1
1.5x4 11 1.5x4 11
1 24X = 3
OH8
1.5x4 II
4 3x3 = 5
4
L 11 L
Bi
0
8 7
3x3 = 1.Sx4 11
0'
4'
4x6 = 1.5x4 11 34 =
4-2-9 5-8-9
4-2-9 1-6-0
Plate Offsets (X,Y)— 1:Edge,0-0-121,[11:0-1-8 0-0-121,[12:0-1-8,0-0-12]
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) 0.02 8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT) 0.02 8 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 34 lb FT = 0%F, 0%E
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 5-8-9 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
10 = 294/0-9-8 (min. 0-1-8)
6 = 294/0-3-1 (min. 0-1-8)
Max Grav
10 = 294(LC 1)
6 = 294(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-314/0, 3-4=-314/0
BOT CHORD
7-8=0/314, 6-7=0/314
WEBS
2-10=-329/0, 4-6=-407/0
NOTES- (4)
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) 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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Job Truss Truss Type Qly HOMES / SANTA ROSA
A0182166
WRCSRBLM FL05 FLOOR 5
PIY
1
RYAN
Job Reference (optional)
H I Moor I ruses, rVrl r`l rl C, r .rra rayl lva nru.w
0-1-8
H1
2-6-0
3x8 = 3x4 =
Zun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:08 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-IJVkbijen8n 1 d2xyYE3RBbATpHK5stlurDgPKryBOLP
i
2-3-4 i
3x4 = 3x6 FP= 3x8 =
A Q
2 58 1 0A8
Dead Load Defl. = 3/16 in
U123x6 = 3x3 = 3.3 = II
1n 11 12 1314
3x6 = 3x8 = 3x8 MT20HS FP= 3x4 = 3x8 = 3x6 FP= 3x10 = 3x6 =
1.5x4 SP=
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/TP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T2: 2x4 SP No.2(flat)
BOTCHORD 2x4 SP M 30(flat) *Except*
B2: 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-7-8 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
26 = 1090/0-7-4 (min. 0-1-8)
16 = 217/0-3-0 (min. 0-1-8)
19 = 1603/0-3-8 (min. 0-1-8)
Max Grav
26 = 1095(LC 14)
16 = 311(LC 4)
19 = 1605(LC 13)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3506/0, 3-4=-3506/0, 4-5=-4382/0,
5-6=-4382/0, 6-7=-3227/0, 7-8=-3227/0,
8-9=-3227/0, 9-10=0/636, 10-11=01632
BOTCHORD
25-26=0/2065, 24-25=0/4295,
23-24=0/4295, 22-23=0/4382,
21-22=0/4382, 20-21 =0/1 714,
19-20=0/1714
WEBS
2-26=-2283/0, 9-19=-2451/0, 2-25=0/1593,
9-21=0/1692, 7-21=-269/70, 4-25=-872/0,
6-21=-1458/0, 4-23=-261/571,
12-16=-290/282, 11-19=-733/0
NOTES- (7)
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
4) Plates checked for a plus or minus 0 degree rotation
about its center.
CSI. DEFL. in (loc) I/deft Ud
TC 0.94 Vert(LL) 0.57 23-25 430 360
BC 0.94 Vert(CT) 0.79 23-25 312 240
WB 0.81 Horz(CT) 0.08 16 n/a n/a
Matrix-S
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
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 134 lb FT = 0%F, 0%E
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Job Truss Truss Type Oty Ply HOMES / SANTA ROSA
A0182167
WRCSRBLM FL06G Floor 1 1
RYAN
Job Reference (optional)
Al hoot I russes, Fort HerCe, hL :54946, oeslgn(a)altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 8 14:21:09 2017 Page 1
I D:fXMofrMaV b?Z7FFUeY3_NdzegNj-mV36p2jGYRvuFCW86xagjojdOhi9bMA14tZytIyBOLO
0-1-8
2-6-0 8- 2-0-0 2-1-4
MSH422 3x4 =
402 = 4 = 3x6 = 3x6 FP= 400 = 3x3 II 3x3 =
1 2
W3
3 5
TI
6 7 8 9 10 11 12
30, 29 28 27 26 25 24 23 22 21 20 19
4x8 = 3x8 MT20HS FP-- 5x8 = 3x6 I I 3x6 II 5x10 = 3x6 FP= 400 =
5x8 =
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(rP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except`
T1: 2x4 SP M 31(flat)
BOT CHORD 2x4 SP M 31(flat) *Except*
B1: 2x4 SP M 30(flat)
B4: 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat) *Except*
W3,W6: 2x4 SP No.2(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 19-20,18-19,17-18.
REACTIONS. (lb/size)
30 = 1692/0-7-4 (min. 0-1-8)
20 = 1900/0-3-8 (min. 0-1-8)
17 = 167/0-3-0 (min. 0-1-8)
Max Uplift
17 = -48(LC 5)
Max Grav
30 = 1696(LC 14)
20 = 1903(LC 13)
17 = 263(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-6044/0, 3-4=-6059/0, 4-5=-7220/0,
5-6=-7220/0, 6-7=-6347/0, 7-8=-4261/0,
8-9=-4261/0, 9-1 0=-4261 /0, 10-11=0/852,
11-12=0/852,12-13=-1141323
BOT CHORD
29-30=0/3364, 28-29=0/3343,
27-28=0/6931, 26-27=0/6931,
25-26=0/6347, 24-25=0/6347,
23-24=0/6347, 22-23=0/1988,
21-22=0/1999, 20-21=0/1999,
19-20=-323/114, 18-19=-323/114,
17-18=-323/114
WEBS
2-30=-3715/0, 10-20=-3020/0,
2-28=0/2968, 10-23=0/2488, 4-28=-1447/0,
20-9-4
CSI. DEFL. in (loc) I/defl L/d
TC 0.97 Vert(LL) 0.50 25-26 495 360
BC 0.82 Vert(CT) 0.69 25-26 359 240
WB 0.70 Horz(CT) 0.08 20 n/a n/a
Matrix-S
WEBS
2-30=-3715/0, 10-20=-3020/0,
2-28=0/2968, 10-23=0/2488,
4-28=-1447/0, 7-23=-2405/0,
4-26=-359/317, 5-26=-309/0, 7-24=0/675,
13-17=-149/422, 12-20=-890/0,
6-26=0/1388, 6-25=-722/0
NOTES- (11)
1) Unbalanced floor live loads have been considered
for this design.
2) All plates are MT20 plates unless otherwise
indicated.
3) All plates are 1.5x4 MT20 unless otherwise
indicated.
4) Plates checked for a plus or minus 0 degree
rotation about its center.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 17.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1Od
0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
8) Use USP MSH422 (With 10d nails into Girder & 10d
nails into Truss) or equivalent at 5-11-4 from the left
end to connect truss(es) FL07G (1 ply 2x4 SP) to front
face of top chord.
9) Fill all nail holes where hanger is in contact with
lumber.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
11) 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 (plf)
Vert: 16-30=-10, 1-15=-100
Concentrated Loads (lb)
Vert: 4=-849(F)
2-5-8
F 0-A-8
Dead Load Defl. = 3/16 in
3.3 = R:F
13 1415
1 I
0
18 1716
3x6 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 163 lb FT = 0%F, 0%E
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Anthony T. Torrtbo III, P.E.
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h97613 A-IFa.i Lasnc-Aatho.p Lia.S.III: P.E. Rea,ai.ni.n f n,isJaa.aat, ianyform, isp,o6ilital wAhaanha r,inen p.missbahnn 5l ieof frassasAa6oay l.lcn3afll: P.E.
Job Truss Truss Type Ply RYAN HOMES / SANTA ROSA
A0182168
WRCSRBLM FL07G Floor Girder
Qty
1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
ii
Run: 8.120 s Nov 12 20W Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:10 2017 Page 1
ID:fXMofrMa Vb?Z7F FUeY3_Ndzeg Nj-EidUOOkuJl1 ItM5Kge5vGOFsi57iKusBJXJVPkyBOLN
3x4 = 3x4 =
3-8-0
3-8-0
Plate Offsets (X Y)— [1,.Edge 0-0-12)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 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
BCDL 5.0 Code FBC2017(rP12014 Matrix-P Weight: 19 lb FT = 0%F, 0%E
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 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=0/1278
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 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) 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 (plf)
Vert: 4-5=-10, 1-3=-350(F=-250)
Concentrated Loads (lb)
Standard
Vert: 2=-623
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Job Truss Truss Type Oty Ply HOMES / SANTA ROSA
WRCSRBLM FL08 Floor 1 1
RYAN
A0182169
Job Reference (optional)
0-4-0
L 1-3-0 2-6-0
5x6 =
1 2
11
3x4 =
3 4
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0 I 2-1 -0 i I
2-4-4 I I 1-3-0 I 0-1-8
0-2-jl2
3x3 = 3x4 = 3x6 FP= 3x6 = 3x4 = 3x3 = 3x3 11
5 6 7 a e 1n 11 » 11 1e
3x6 = 3x6 = 3x4 =3x6 FP= 3x8 = 3x6 =
20-11-0
Q-4-0 fi13-M + 20-5-12 20--1
0-4-0 13-4-8 6-9-4 0- -0
0-4-4
mare unsers th,i1— t1:u-u-z,taget, iil:u-l-d,taget 1z1:u-1-a Lagel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.17 22-23 >954 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.23 22-23 >714 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) -0.02 19 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 108 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat) *Except*
T2: 2x4 SP M 30(flat)
BOT CHORD 2x4 SP M 30(flat) *Except*
132: 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 = 70010-3-8 (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
BOT CHORD
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=0/322
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 -1 9=-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.
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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80063bo
III,
P.E. Oe tiling
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34946 1-7
Job Truss Truss Type Oty Ply HOMES / SANTA ROSA
A0182170
WRCSRBLM FL09G Floor Girder 1 1
RYAN
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, deslgnga
LK
tun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:11 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-iuAsDkl W32AcU WgW DMc8pDo5gUXT3N7KYB23xAYBOLM
1-3-0
3x3
00I54—i
3x3 = 3x3 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip IDOL 1.00 TC 0.51 Vert(LL) 0.01 6 999 360 MT20 244/190
TCDL 10.0 Lumber IDOL 1.00 BC 0.19 Vert(CT) 0.01 5-6 999 240
BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 19 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 31(flat)
BOT CHORD 2x4 SP M 31(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-4 oc
puriins, 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 (plf)
Standard
Vert: 5-8=-10, 1-4=-100
Concentrated Loads (lb)
Vert:9=-779 10=-749
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Job Truss Truss Type
WRCSRBLM FL11GE GABLE
n r t uvi , i wa ut s rrci rta+u, ucaiynl,a t o wa.wm
0*8
Qry Ply RYAN HOMES / SANTA ROSA
A0182171
1 1
Job Reference o tional
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:11 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-iuAsDkl W32AcU WgW DMcBpDoB WUaN3Q8KYB23xAyBOLM
om
3x3 =
26 25 24 23 22 21 20 19 18 17 16
3x3
I 1 4-0 2-8-0 4-0-0 5 4-0 6-8-0 8-0-0
1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0
Plate Offsets (X,Y)-- [1:Edge,0-0-121,[27:0-1-8 0-0-121 [29:0-1-8 0-0-121
LOADING(psf) SPACING- 2-0-0 CSI.
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 FBC20171TPI2014 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
pudins, except end verticals.
BOT CHORD
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. (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
DEFL. in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) -0.00 21 n/a n/a
1-0
PLATES GRIP
MT20 244/190
Weight: 72 lb FT = 0%F, 0%E
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80083
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Fart Pierce, FL 34946
Job Truss Truss Type tlty Ply HOMES / SANTA ROSA
A0182172
WRCSRBLM FL12 FLOOR 4 1
RYAN
Job Reference (optional)
Al Moor trusses, ror[ tierce, rt- , Ut , oesrynsw,a 1 uuaa.wr
0-1-8
H ,
2-6-0
0141
3
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fr Dec 8 14:21:11 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-iuAsDkIW32AcU WgW DMc8pDo25UNg3H bKYB23xAyBOLM
2-5-0
r
01m
Dead Load Defl. = 1 /8 in
1.5x4 II
1.5x4 II
1.5x4 = 3x6 = 1.5x4 II 3x4 = 3x3 II 3x6 = 1.5x4 =
1 2 3 4 5 6 7
tr tr
tr 11 t0 93x6 =
3x4 = 3x6 = 1.5x4 II Jxti =
0
15 to
0v
DOL
LUMBER -
TOP CHORD 2x4 SP M 30(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
purlins, except end verticals.
BOT CHORD
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=-1742/0, 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 &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
pa:;q.n,na.R.».>,d:•ttmrt•m:a'u Er E[3AtIEWf6:JFUIIG.R:dS OYitgi:C2fCEi:EOiYEFTMs.I"dri,,'"Wnol'mMfw'Astrn.r[fork u.tEtdrtr.;rs.:rm. criurIN.., tier :Qaear
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Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
WRCSRBLM FL13 FLOOR 2 1
A0182173
Job Reference (optional)
0-1-8
H 1
2-0-0
I
1.5x4 II
1.5x4 = 3x6 =
1 2
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1 2-4-0 I I 1-3-0 I 1
1
Dead Load Defl. = 1/16 in
1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 5x6 =
3 4 5 6 7 8 9
k t
e 14 13 12 11 1n
3x4 =
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 FBC20171TPI2014
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
purlins, except end verticals.
BOT CHORD
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=0/2069
WEBS
2-15=-1692/0, 2-14=0/1049, 3-14=-335/0,
4-14=-484/140, 9-11 =0/1 182,
6-11 =-1 303/0, 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.
3x6 = 1.5x4 11 3x4 =
15-7-0
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
4x6 =
1$-11-0
0-1)
PLATES GRIP
MT20 244/190
Weight: 78 lb FT = O%F, 0%E
Flru nrr tyre IIm arc ;:r;1r7A11;EN56 by hnhkg t MtairM Ytr ht lrtn k•y.o.yroe;rla ar rrRe r.r Ede , .rrd.. mk d .r zN n n.w
Kiszcasatr Mtsktlknrir St tCek it rstUn>Dew*_ 4.t, Sp.* fq.n, 6, A.gTm F—h®tctiAntt dat POMW Tillr eapn rN'r-.Isexf+erkees sdeetlpr Anthony T. Tombo III, P.E. ainedAsirgdiWe'M sprsia:imdrr prrn,Apx%Mr NNMr eeird'ue pet pn,u3e rdetldlle G,ke lt( Itir M.dMitiq nk Wltli lk erymidet Nl wl rtAN d&lms,'r tykWq.dRme rn.Wk '_sid:kA e,pesiiriryd et
Mil p•si ai lrkrM. rllede P. rde Al0D r/pr t5 i :eelwt d neAie. G nW Stu n it4 .N lr = 8006? 4prprN -WMI MIJ..sdw H59pi1q— wxapNrr<. tnl xsEk.tert,:auanwsandlkttt.,usr,r..nek:p:e ter.ii„taodta.«:refl 4451 St. Lucie Blvd. MrmrWoMMr:rrr epW try•e r ea le rN pnn etdrN.luln,s AsterCNaais t`lA AINiNAslpr,rLrss Srskr Erb dm,MIEN-SC;epehNir:sre es ltANe R4I. Cgyri96t971t165-
I R al6rtsrs-Acthpry i.lanha ell:p.E. ReprNMian al this iwrmrre, ip eny frren,isproh;]ilzd wiihom theninen irmissian hnn A -I Ypat6rsszt-,trtgpey i.lanho!II: p.E. Fort
Pierce, FL 34046
Job Truss Truss Type my Ply RYAN HOMES / SANTA ROSA
A0182174
WRCSRBLM FL15G Floor 1 1
Job Reference (optional)
Al moor i russes, ron rierce, rL . u. cs, uesryn wa i uu--i
0-1-8
H h
2-6-0
1.5x4 II
1.5x4 = 3x8 = 1.5x4 11
0
1 2 3
Tj
2214
21
3x6 = 5x8 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:13 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_Ndzeg N]-fH IdePmnbgOJkppvLnfcuetJy113X6Cd?VXA03yBOLK
i 228
i
3x4 =
3x6 FP= 1.5x4 11 3x6 =
4 5 6 7
3x6 II 4x6 II 3x8 MT20HS FP=
3x6 II
1-3-0 0*8
l
Dead Load Defl. = 1/8 in
MSH422
5x4 II
7x6 11
1.5x4 II
400 = 1.5x4 =
9 10
k?
23 0 0
2 q
to
4x8 =
104-0 12-11-8 19-7-0
10-4-0 2-7-8 6-7-8
Plate Offsets (X,Y)— [1:Edge,0-0-12], [2:0-3-8,Edge], [5:0-1-8,Edge], [9:0-4-12,Edge], 11:Edge,0-1-8], [13:0-3-0,Edge], 16:0-3-0,Edge], 18:0-3-12,Edge], 21:0-1-8,0-0-12],
23:0-1-8 0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.38 14-16 602 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.53 14-16 434 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 11 n/a n/a
BCDL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 117 Ito FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) *Except*
T1: 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, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1609/0-3-8 (min. 0-1-8)
20 = 1202/0-7-4 (min. 0-1-8)
Max Grav
11 = 1609(LC 1)
20 = 1202(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4041/0, 34=4041/0, 4-5=-4041/0,
5-6=-5468/0, 6-7=-5468/0, 7-8=-4674/0,
8-9=-4674/0
BOT CHORD
19-20=0/2290, 18-19=0/2274,
17-18=0/5468,16-17=0/5468,
15-16=0/5690, 14-15=0/5690,
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.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
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) Use USP MSH422 (With 10d nails into Girder & 10d
nails into Truss) or equivalent at 15-9-4 from the left
end to connect truss(es) FL09G (1 ply 2x4 SP) to back
face of top chord.
7) Fill all nail holes where hanger is in contact with
lumber.
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 + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 11-20=-10, 1-10=-100
Concentrated Loads (lb)
Vert: 8=-698(B)
i.tiy-flea laxik!reXn de'1110:`?irs 3 (Si il^ iEA31t ILlS 6:J:m11E:A CVSiOMi 17f' 1t[Eti'f4CY:kr lore. refi wry lstcwt ei:M wRt p 1tit Irzst k.ip mtYsr!16; silk Iply I.Iwlf I&: r.l. kheKr Siw1Me r.. klfts klnaiu saM a Ce I[J,uh
ititai comma fkxsskpkesdWW nkndd As a Tres Rsy(go..{e„sindls in_eeihsd-WTN apams mmrerd.e dMyrdrssmd mynmiq rnpr;d+ib forkksyd&,wifitm tgrkd m le 01)gy men rN 1, rxw ya efea,, aaay.awmms,s m Anthony T. Tombo III, P.E. w.t do oria.rknwsa m r kueawo..n,mec.m s.ek+neignenm Wul.yo,yn.:7:msenesi: ,n<itt u.lyd.;ul nrnmrnl Ikyrnddwmdmr..r.x rmr.r,.-.d4,kal.y, k y slmmmek -usid kk npesnaari ? 80083
anselaroix.ma(msdrr tAmsessr.neoraloRna ewnensmlp.uumsanrka ogmmisagannam;asr .krkrrmyu.n dnenre;M e mled:nspenymsa.lmuwaksa l:.su:siPn,.,msoe:y:ykenoilrzssum+le:m.:nkss 4451 St. Lucie Blvd.
eMxiu mfmgkliw.agrrNq Y.»txrtynil pntm ann>a.r.rn,t kCm[geals b.r6k a gmn;,pn,.lmss.sls(.pamwkr. ul;gnaad orns.e ns adanr:ml. Fort Pierce, FL 34946
yyriiihl'D 2011 A-1 loaf Ursa-Asiho.y 1. Tomball, F.F. Repudomim of iiis dm.m..t, in ony form, is prohibited withom!h. wrilm. pmaissio. hom A 11.0 U.ssas- "say L lambs ill; H.
Job Truss Truss Type Qtv Ply HOMES / SANTA ROSA
WRCSRBLM FL16 Floor 2 1
RYAN
A0182175
Al Pn f Toic Pn r Pierce 1-
y• • •• w V l.Vx r< <u a root. a. 1ZV s Nov 12 L111 t Mi i eK industries, Inc. I-n Dec 8 14:21:13 2017 Pagel
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-fHldePmnbgQJkppvLnfcuetN?I1 kX9yd?VXA03yBOLK
0-1-8
H 1- 2-6-0
I
24-0 1-3-0 ON-8
Dead Load Defl. = 1/8 in
3x6 =
0 1 2 3
12
d r rrr
16
3x6 = 3x8 =
LOADING(psf) SPACING- 2-M
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) *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.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1054/0-3-8 (min. 0-1-8)
17 = 1060/0-7-4 (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
BOT CHORD
16-17=0/1980, 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 3-1 Od (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.
15 14
3x3 =
3x4 =
3x4 = 3x6 FP= 3x6 -
4 5 A 7 n o
0
1206 0
c
13 12 0
3x8 = 3x6 FP= 3x6 =
CSI. DEFL. in (loc) I/defl Ud
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 &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 96 lb FT = 0%F, 0%E
pmary Nmt peWAmn Es'1 110:'rlF.i.,'},ry[lost13A111qS6[0EA1I1'vISiUS'BpitOl'f)2(IE;Gtf 6Yfkr Me. lerAr hsip n'wNcairM wktr3ic loss 0e9p Omry I; ed 141d1wr l.Ivk R,Ir.lelvnfSiwlMee.cu. &pgylnaiu sYfefrpe fEB, sirIpiaiwaprparsssAkeseMOCpkrdd. lselrr,, U:sg6 e. SrycWl Egee•Rp.le. nrr rye ms 61,,W1 dmnra surds egllp:dAAr fx ptk die
tuned Et mrM wi kitlm-pe p-:Ifrd•U..n, As e'usr's npsu M
uP sl•wle ptiDr rip walM r a;ip ns qRn. kirtr.ulGwtftitdrldr Anthony
9vj ,
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MaNNAiMen.peiysp depN, di iulm hrdrM.lcerrxt Rser[gaea is k;r pr idiliyBnipe.eLn, Snka Eyre durblig7_Sq:yedeN era; penldwle7/41. 4451 St. Lucie Blvd. Fort
Pierce, FL 34046 yyrg6i101551toolUpssetAcihoeyi.lan3piil. P.F. Repreiunia of ihisdaen um,ip eay tern, is proh)uti wii4eur?he ninenpemissia troy 5-1 tao16esses-Wisely i.lanhpiA: P.E.
Job Truss Truss Type QtY Ply HOMES / SANTA ROSA
A0182176
WRCSRBLM FL17 Floor 2 1
RYAN
Job Reference (optional)
H i moos musses, ron r erce, rL ,rravD, ueaeyi 1l dI ni --I I I
0-1-8
H 1
2-6-0
1.5x4 II
1.5x4 = 3x6 = 1.5x4 11
dun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:13 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-fH IdePmnbgQJ kppvLnfcuetN?12PX93d?VXA03yBOLK
4 i1 -30
3x4 =
3x4 = 1.5x4 II 3x6 FP= 1.5x4 II 3x6 =
d 5 fi 7 8 9
Dead Load Dell. = 1/8 in
3x6 = 3x8 = 3x8 MT20HS FP= 3x3 = 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 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
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1048/Mechanical
17 = 1048/0-7-4 (min.0-1-8)
Max Grav
11 = 1048(LC 1)
17 = 1048(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3289/0, 3-4=-3289/0, 4-5=-4075/0,
5-6=-4075/0, 6-7=-3304/0, 7-8=-3304/0,
8-9=-3304/0
BOT CHORD
16-17=0/1956, 15-16=0/4075,
14-15=0/4075, 13-14=0/4075,
12-13=0/3990, 11-12=0/1959
WEBS
9-11=-2166/0, 2-17=-2162/0, 9-12=0/1487,
2-16=0/1474, 3-16=-291/35, 6-12=-759/0,
4-16=-1107/0, 6-13=-227/532,
5-13=-270/74
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.
Age] [9:0-2-12 Edge] [18'0-1-8 0-0-121
CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TC 0.72 Vert(LL)-0.3812-13 610 360 MT20 244/190
BC 0.87 Vert(CT)-0.5112-13 452 240 MT20HS 187/143
WB 0.71 Horz(CT) 0.07 11 n/a n/a
Matrix-S Weight: 94 lb FT = 0%F, 0%E
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER-)
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
a. ur,r .x;a.6 sllymn stu=ru r.lkwsmA pws(ffl+a, 1,wwkUhf.-SWIRW o &I..om.t'N N
xrdw".w ens^-srywasterxis,ade rsks lq.m (ep.pdfasaaariaa an..upM,•mr,wa rrn ynrn:.,uls"reyere„ l., d.urrt6rw.aini raq.n ate,: .s,:w«a. Anthony T.TornboI!;,P.E.
i .dM 1mMm6 6y,ae peHmd 7 a r :ym.asamyr,yta.aa 6 a, eexd cde; Ne :MI Ix rynddkl8eiaraM rd9e Lr r:aP:imekxg aka «m;a 80083
dsdmnoeanrM.sr.sr:r ,Re MWr#pmr.aea,a,of, bQg5q.9W*IWxe.easr;-abrkder hW SKI... 4457. 5t. Lucie Blvd.
rasa.ned ad,ec a .des«arr,teprmn, , N.;al,uoe,req ,wa,astr, q:rswe.atms.rsae as eniamg.ka.r»r:admeamur.+Arna Fort Pierce, FL 349a6
copriliti C. I016 A-1 AW lasses-AnIko.y 1. lam6a III, P.L teprodaaiudthis d..mem,i.a.yfaix: is praAibded rAni&.nine. permission li mA-3 tad lasses- A.datyl.1o6a1101
Job Truss Truss Type PIY RYAN HOMES / SANTA ROSAWRCSRBLMFL19
Qty
Floor 1 A0182177
Job Reference (optional)
a• r.U,,. o. 4u b rvuv 1 < cu 1 r rnrn. o. I za s Ivov r z zu i r xni i ex maustnes, Inc. I-n uec 6 14:21:14 201 t Page 1
I D:fX MofrMa V b?Z7 F FUeY3_NdzegNj-7Ts?slnPMzYA MzO5vUArQsQZ Wi PmGddm E8 HIYVYBOLJ
1 2-6_ 0 I 1-10-2 1-3-0
1.5x4 11 3x6 = 1.Sx4 II 3x6 FP= 3x4 = 1.5x4 11 3x4 =
1 2 3 4 5 6 7
Dead Load Defl. = 1 /8 in
1.5x4 11 3x6 = 1.Sx4 11
17 16 15 14 13 12 11
3x4 3x8 = 1.5x4 11 3x3 = 3x8 MT20HS FP-- 3x8 = 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 FBC2017lrP12014
LUMBER -
TOP CHORD 2x4 SP M 30(flat)'ExcepY
T1: 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
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
11 = 1030/Mechanical
17 = 1030/Mechanical
Max Grav
11 = 1030(LC 1)
17 = 1030(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3212/0, 3-4=-3212/0, 4-5=-3212/0,
5-6=-3938/0, 6-7=-3938/0, 7-8=-3225/0,
8-9=-3225/0
BOT CHORD
16-17=0/1916, 15-16=013938,
14-15=0/3938,13-14=0/3870,
12-13=0/3870, 11-12=0/1918
WEBS
9-11=-2121/0, 2-17=-2119/0, 9-12=0/1445,
2-16=0/1432, 8-12=-252/0, 3-16=-288/18,
7-12=-714/0, 5-16=-1020/0,
7-14=-239/487
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 3-1 Od (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TC 0.67 Vert(LL) 0.3112-14 715 360 MT20 244/190
BC 0.80 Vert(CT) 0.4312-14 520 240 MT20HS 187/143
WB 0.69 Horz(CT) 0.07 11 n/a n/a
Matrix-S Weight: 92 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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Fort Nerce, FL 34946EopyriBBrs4BI6A -I Rssi tosses-Am6s±y 1. tsm6slit, P.E. t±praduaisa si lhistuem±at. is sapfalN: is praEbprd.Ahssl rB±rriG±N permisuacfisx A-1 Rasa tncx±s-AsINNsP 1. Coals In: P.E.
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182178
WRCSRBLM FL20 FLOOR 6 1
Job Reference (optional)
At KooT i russes, ron rlesce, r-L 54`J40, 0eS19n(aa I LWSS.CArn
2-6-0 ,
1.5x4 II 3x6 = 1.5x4 II
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:14 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-7Ts?slnPMzYAMzO5vUArOsQV3iQeGfvmE8HjYVyBOLJ
1-9-12 i 1-3-0 1-3-0 Q-3-$
3x4 = 1.5x4 11 3x4 =
Dead Load Defl. = 1116 in
1.5x4 II 5x6 =
15 14 13 12 11 10
3x4 3x6 = 1.5x4 II 3x3 = 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 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 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
15 = 818/Mechanical
9 = 818/0-3-0 (min.0-1-8)
Max Grav
15 = 818(LC 1)
9 = 818(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2353/0, 3-4=-2353/0, 4-5=-2422/0,
5-6=-2422/0, 6-7=-857/0, 7-8=-857/0,
8-9=-859/0
BOT CHORD
14-15=0/1 471, 13-14=0/2422,
12-13=0/2422, 11-12=0/1981
WEBS
2-15=-1626/0, 2-14=0/976, 3-14=-318/0,
4-14=-414/172, 9-11 =0/1 138,
6-11 =- 1242/0, 6-12=01740, 5-12=-343/0
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.
14-11-4 1S-1-tz
14-11-4 0-3-$
ige] [11:0-1-12 Edgel
CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TC 0.95 Vert(LL) -0.23 13-14 >767 360 MT20 244/190
BC 0.74 Vert(CT) -0.3013-14 >586 240
WB 0.54 Horz(CT) 0.02 9 n/a n/a
Matrix-S Weight: 75 lb FT = 0%F, 0%E
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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Job Truss Truss Type
Al Moor 1 russes, ron rierce, rL 4U40, aeslgnLaa i uuss.Com3
1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-0 14-81 15-5-14
1-4-0 1-4-0 1-4-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1 4-0 1-4-0 110 0-9-14
Plate Offsets (X,Y)— [1:Edge 0-0-12)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 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 18 n/a n/a
BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 69 lb FT = 0%F, 0%E
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 or.
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
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Anthony T.
krwt rr.rla..ldq,nrlM:lartanauaM.i.
i, P.E. 80083
ad..
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r gnnµamm a.aaml
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A-1 Taal lnsus-
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optional) Run:
8.
120 s
Nov 12
2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:15 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-bfQN35o 17Hg
1 z7zISCh4z3ztK6xl?D5wSoOG4xyBOLI
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182180
WRCSRBLM FL24 Floor 1 1
Job Reference (optional)
Al Ftoot I fusses, Fort merre, M 34u4u, uesign(tya I"55.WIn
2-6-0
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:15 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-bfQN35o 17Hg 1 z7zlSCh4z3zfii61U?4WwSoOG4xyBOLI
1-111-14 1 i 1-3-0 2-2-12 ,
1.5x4 11 3x4 = 1.5x4 II 3x6 FP= 3x4 = 1.5x4 11 3x6 =
9 a d 5 6 7
30 II 3x3 =
8 9
Dead Load Defl. = 1/16 in
1.5x4 II
10
3x4 3.6 = 1.5x4 11 3x4 = 3x6 FP= 3x8 3x3
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 No.2(flat)
BOT CHORD 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, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
6-0-0 oc bracing: 11-12.
REACTIONS. (lb/size)
11 =-0/3-10-4 (min. 0-1-8)
17 = 776/Mechanical
12 = 1283/3-10-4 (min. 0-1-8)
Max Uplift
11 =-141(LC 3)
Max Grav
11 = 188(LC 7)
17 = 778(LC 3)
12 = 1283(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2194/0, 3-4=-2194/0, 4-5=-2194/0,
5-6=-2109/0, 6-7=-2109/0, 7-8=0/862,
8-9=0/857
BOT CHORD
16-17=0/1386, 15-16=0/2109,
14-15=0/2109, 13-14=0/1007,
12-13=0/1007, 11-12=-3881139
WEBS
2-17=-1533/0, 7-12=-1730/0, 2-16=0/893,
7-14=0/1223, 3-16=-326/0, 6-14=-370/0,
9-11 =- 158/439, 9-12=-618/0
NOTES-
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.
CSI. DEFL. in (loc) I/defl L/d
TC 0.96 Vert(LL) 0.2815-16 640 360
BC 0.83 Vert(CT) 0.3715-16 487 240
WB 0.58 Horz(CT) 0.03 12 n/a n/a
Matrix-S
4) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 141 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.
LOAD CASE(S)
Standard
1
PLATES GRIP
MT20 244/190
Weight: 94 lb FT = 0%F, 0%E
mid
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opyriphl C. 2016 A -) Roof 114sus-AaM1otyLlooho llt, P.L laprodwiu of ibis dosomm,iotapfmw is pmhibi".6"1the .,into p«missiot hem A-3 Root hisses-Aafhotyl. iaa>ht III: P.F.
Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA
WRCSRBLM G02G HALF HIP GIRDER 1 1
A0182181
Job Reference (optional)
Roof 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 8 14:21:16 2017 Page 1
ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-3s_IH RpfuboubHYUOvCJWH Vq 1 V4fkXS3hSmgcOyBOLH
1-0-0 5-0-0 10-2-11 15-3-9 20-11-12
5-0-0 5-2-11 5-0-15 5-8-3
Dead Load Defl. = 3/16 in
dxri =
4x4 — 1.5x4 11
4x4 =
3x4 = 48 = 3x3 11
10-2-11 20-11-12
N
16 0
1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.17 9 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.33 9-11 748 240
BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.06 16 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.20 9 999 240 Weight: 101 Ib FT = O%
LUMBER -
TOP CHORD 2x4 SP No.2 11) WARNING - Please thoroughly review the "A-1
BOT CHORD 2x4 SP No.2 *Except* WEBS ROOF TRUSSES ("SELLER), GENERAL TERMS
B2: 2x4 SP M 30 3-11=0/364, 3-9=-390/1072, CONDITIONS CUSTOMER ("BUYER")
WEBS 2x4 SP No.3 *Except* 4-8=-858/281, 5-8=-472/325, ACKNOWLEDGEMENT" form.
W2:2x4 SP No.2 6-8=,911/2669,6-16=-1483/543
OTHERS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end
verticals.
BOT CHORD
Rigid ceiling directly applied or 6-3-1 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 = 1386/0-8-0 (min. 0-1-10)
16 = 1419/0-4-4 (min. 0-1-8)
Max Horz
2 = 117(LC 27)
Max Uplift
2 = 49(LC 4)
16 = 516(LC 5)
Max Grav
2 = 1386(LC 1)
16 = 1419(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2961/944,3-17=-3644/1247,
17-18=-3644/1247,4-18=-3644/1247,
4-19=-2853/988, 19-20=-2853/988,
5-20=-2853/988, 5-21=-2853/988,
6-21=-2853/988
BOT CHORD
2-11=-897/2687, 11-22=-891/2705,
10-22=-891/2705, 10-23=-891/2705,
9-23=-891/2705,9-24=-1247/3644,
24-25=-1247/3644, 8-25=-1247/3644,
8-26=-148/391, 26-27=-148/391,
7-27=-148/391
WEBS
3-11=0/364, 3-9=-390/1072, 4-8=-858/281,
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);
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) Bearing at joint(s) 16 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 449 lb uplift at
joint 2 and 516 lb uplift at joint 16.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 212
lb down and 228 lb up at 5-0-0, 72 lb down and 99 lb
up at 7-4-12, 72 lb down and 99 lb up at 9-4-12, 72 lb
down and 99 lb up at 11-4-12, 72 lb down and 99 lb
up at 13-4-12, and 72 lb down and 99 lb up at
15-4-12, and 72 lb down and 99 lb up at 17-4-12 on
top chord, and 122 lb down at 5-0-0, 50 lb down at
7-4-12, 50 lb down at 9-4-12, 50 Ib down at 114-12,
50 lb down at 13-4-12, 50 lb down at 15-4-12, and 50
lb down at 174-12, and 167 lb down and 100 lb up at
19-5-9 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-6=-60, 7-13=-20
Concentrated Loads (lb)
Vert: 3=-1 65(B) 11=-115(B) 5=-67(B)8=-44(B)
17=-67(B) 18=-67(B) 19=-67(B) 20=-67(B)
21 =-67(B) 22=-44(B) 23=-44(B) 24=-44(B)
25=-44(B) 26=-44(B) 27=-167(B)
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FL 34946
Job Truss Truss Type Oty Ply HOMES / SANTA ROSA
A0182182
WRCSRBLM H02GE Common Supported Gable 1 1
RYAN
Job Reference (optional)
Al Roof 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 8 14:21:17 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-X2Y7UngHfuwlDR7gadjY2U2DevdET6?Dw6VN9gyBOLG
1-0-0 4-4-0 8-8-0 9-8-0
1-0-0 - 4-4-0 4-4-0 1-0-0
5.00 Ft2
1.5x4
S
2
2x4 =
1.5x4 11
4x4 =
1.5x4 11 1.5x4 11
2x4 =
LOADING SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 n/r 90
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 n/r 80
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
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 required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. All bearings 8-8-0.
lb) - Max Horz
2= 40(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 2,
6, 10, 8
Max Grav
All reactions 250 Its or less at joint(s)
2, 6, 9, 10, 8
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES- (11)
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; VuIt=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) 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) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 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) 2, 6, 10, 8.
10) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 6.
11) 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: 35 lb FT = 0%
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Blvd.
a
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Job Truss Truss Type Qty Ply HOMES /SANTA ROSA
WRCSRBLM H03 Common 3 1A0182183
AN
Reference optional)
vn r,oi .r+946, ueslyn a luuss.com Run: 8.i20 s Nov 1Z 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:18 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-?E5Wh7gvQC2cgbit8KEnbiblfJgxCZmM9mFxhGyBOLF
1-0-0 1-9-12 4-4-0 6-10-4 8 8-0 9-81
1-0-0 1-9-12 2-6-4 2-6-4 1-9-12 1-0-0
5.00 F12
1.5x4 II
3
1
2
Li
ci 1
2x4 =
1-9-12
1.5x4 II
3x4 =
6-10-4
to
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Vert(LL) 0.12 8-9 668 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.07 8-9 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 32 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 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 299/0-8-0 (min. 0-1-8)
8 = 514/0-3-8 (min. 0-1-8)
Max Horz
2 = 36(LC 12)
Max Uplift
2 = 180(LC 8)
8 = 284(LC 9)
Max Grav
2 = 304(LC 23)
8 = 514(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-175/280, 4-5=-194/310
WEBS
5-8=-295/340
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=15ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; porch left and right 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=180, 8=284.
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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raam W.Wlips:Mmy 9.Y.!R I,,A R,Rwnd Imo-:„rr,n i,VTIkklYi a,si ""
0•spq:•,sxk.ptapwRwelnsspmArMR:.kss 4451 St. Lucie Blvd. Zt qaa Rs pm,Rrnu StsRR[rpeR dn, kJYq. Ap;epdeNmssmr.wmikml.
MrriRfo 1016A-1RaR16asrs-ARthoRri.lam5Ritl,I'.E.RepOductixofthis I.."cianyform,ispp54ited'A.140 inearemissia if" 4110.1bessm-R0th0er1.Imhpill:i'.F. Port
Pierce, fL 34946
Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182184FlobRCSRBLMHJ5ADiagonalHipGirder11
Job Reference o tional
At Roof 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 8 14:21:18 201 I Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-?E5W h7gvQC2cgbit8KEnbibDdJgkCaLM9mFxhGyBOLF
1_5_0 7-0-2
1.5.0 7-0-2
mad Loa J Defl. = 1/8 in
0
V
Q' N
3x4 =
7-0-2
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 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 FBC2017/TPI2014 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.
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 quide.
REACTIONS. (lb/size)
3 = 182/Mechanical
2 = 383/0-10-15 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=5.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
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
ioint(s) except (it=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-1
ROOF TRUSSES (-SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER (-BUYER-)
ACKNOWLEDGEMENT' form.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=125
Plate Increase=1.25
Uniform Loads (plfl
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (Ib)
Vert: 9=-7(F=-3, B=-3) 10=-17(F=-9, B=-9)
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a wrerlM.:.enwtgdpwrx!eeM.9p:tttt..h.i1¢Ins,Def!afyw,nFlM.idly besip.,aLns S.:Im Egrtd dwy MAlor. bA:gmkdt st-d .1ml. Fort Pierce, FL 34946 Crypi56s9201dAItoolbrsses
Arthooyr.lomboi11, 11I, teproduni—I this dmrmem, it my fmm, is prohiised wbousshe written pmmissiw from AI tool bosses- Arthory r. lambo III Il.
Job Truss Truss Type Qty Ply AN HOMES / SANTA ROSA
WRCSRBLM HJ5L Diagonal Hip Girder 2 1 A0182185
Job Reference (optional)
t Roof Trusses, Fort Pierce, FIL 34946, design@altruss.coi
1-5-0
U4 =
nun: u.izu s Nov lz zul i PnnC 6.1-zU 5 NOV 12 2011 Mi I ek Industries, Inc. Fn Dec 8 14:21:19 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-TOfuvTrXBWATSkH3h 1 m 17v7Ppj9Ox1 bWNQ_UDjyBOLE
7-0-2
Load Dell. — 1I8 in
N
e7
n
7-0-2
7-0-2
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 4-7 347 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 4-7 337 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 23 Its 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 required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quid..
REACTIONS. (lb/size)
3 = 180/Mechanical
2 = 370/0-10-15 (min. 0-1-8)
4 = 99/Mechanical
Max Horz
2 = 92(LC 4)
Max Uplift
3 = 112(LC 4)
2 = 265(LC 4)
4 = 80(LC 4)
Max Grav
3 = 180(LC I)
2 = 370(LC 1)
4 = 127(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch 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 (jt=lb) 3=112, 2=265.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 37
lb down and 47 lb up at 4-2-8, and 37 lb down and 47
lb up at 4-2-8 on top chord, and 62 lb down and 5 lb
up at 1-4-9, 62 lb down and 5 lb up at 1-4-9, and 17
lb down and 47 lb up at 4-2-8, and 17 lb down and 47
lb up 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).
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: 7=11(F=5, B=5) 9=-19(F=-10, B=-10)
tRmiq-
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k:' as [.w.a. rI1RN sr MNINtaC ul7e .rim eN ael.ndNe. kilt ( ' 80083 1pKppqgxmlSdekMuwAm'kfliplFskl le r+'wSlti.r ed. dr. pn.r+dpiW:. IMlid'aes ke ngmuYi&sWdiiesdlkla,tde5ipq,.nss k.iry;gst.eN lase Y[M.tMN, N[ss NetnuafiMk.:
oNet.p qmk nma lr Nl.tln NeehN lieln,c ksmhtmu nWI Ik W.Iliq ksip...Ln; hMs k}wse!m MUy. 3A;gIMeN t.x: e nddNN"s T l. 4451 St. Lucie Blvd. epyright
Z gplg A I tool tosses - Arthoay I. lombe 10: tt. hprdwsio. of this du.mem , ia..y form, is ploh:11M srdh..nAe rrinea gumiW-from A-1 tool tnssn "oey 1. iamb.IA, 11 Fort
Pierce, FL 34946
Job Truss Truss Type Oty TA ROSA
A0182186
WRCSRBLM HJ7 Diagonal Hip Girder 4 Fy 1
Reference
Al Roof 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. Fr Dec 8 14:21:20 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-ydDG6osAyplK4usFFIHGg6gdn7WlgPyfc4kll9yBOLD
1-5-0 4-11-0 9-10-1
1-5-0 4-11-0 4-11-0
4x4 11 1.5x4 11 U4 ="
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190
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 FBC2017rrPI2014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 0%
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
puriins.
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 Horz
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 14-9, 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 9 lb up at 1-4-9, 10
lb down and 9 lb up at 14-9, 13 lb down at 4-2-8, 13
lb 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)
Mr.ar-rXer dxn¢I.rz,k»Xe'RIIOSS'IMsiS!1 l ,uER"tlt I:L456:5a0111CM:JS'bXi n`.rj kRW 6;fLK1ltar MN. hrRi rsip rxanwssre rel rhsrasinss Ce,iphery;ioc; riX, Ralprfesk iY_r Ider:s Skx lax Ekss alx»ir CeXlr Xe ltL Mr
IAisk NrmxOW... A krd 1. k W X k da ac a I., h-In— je Sp.* XeledNNr roeqq rr«;ON, 4Npw:s.M5, hsy a Xe.1k T.S dtNer r« IDD It, t. in 1, lk. rup .../arc Xrrar.04i :aa>im Anthony T. Tombo llI, P.E. w.
reau ,TrrfraXgga 1ghmraXen.rr,n.n.,r„rxgdgara:mho-.px,aX<ra.naX,xXeXRmat:reaml.rkqp>+aaXemwnrPu,eaar:s:raeeyk.;nrge.:sa.rirr.ytw:hr,eyr,arma =80083 XeR
f q wvpr rd lrkIx Reeae r:MSXeiDG nite pefhes rlpaXe MitCgregrM Sieh glr¢N'w ll5Ptp16skfhirl SrfAreieMeutbpra pace lnlie r Xe reyrvuaenma:kgaxl;hHpr;rr riTrzsggraearr:rrss 4451 St. Lucie Blvd. mr.:.
Mrdyr;ra,nwregr xaggapm ierr+.r rrz,,orptgaeaf:wTnehNXrX:pxxTru_.axelaxarsuq.migaaeMm:;nnaa xmt Fort Pierce, FL 3494o ypig61777R16
A-1 Rwf 6a>sa:-AetMoeyCiaNbo AI, P.E. R,;.IWur(a lthis EOsmt. IO C9y blpjs pohiii1eI with LAD xrflllR pe'.issie.hDNA IKul hisses- deriney, 1. lomb. III; P.F.
Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA
A0182187
WRCSRBLM J5A Jack -Open 7 1
Job Reference (optional)
Al Roof Trusses, Fort Pierre, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:21 2017 Page 1
I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-QpneK8toj7QBh2QRpSoVCKDglWv4Px5orkTblbyBOLC
1-0-0 5-0-0
1-0 0 5-0-0
2x4 =
5-0-0
5-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.03 4-7 999 360 MT20 244/190
TCDL 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 FBC2017lrP12014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 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 5-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. 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. (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.
7) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS &
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
Oarwi-Fbse Mrm¢F re.ir ke'1116"e`?Iri53{SF a';. eFA3t(I;fMa;JCDlgumibS?OMit9Frj#CIEr.'65fdA1:1T kris.ireif,Mippn--en,W'Wwx,un8t Inu%spsOmriq!IgS; and MkmpI. fnir fi; rElavers5W. Nixe ne_&ts dEnriu;miNa@r ICg, ulr
W?ri,ambr, k"WlkaNio; 4r iggnkraa as eira. asg Eeps re.Sp; eASEyi era tle sod u,arfbg repesmsmw:epa aaep<,k.skw ergw,.t rypa; niw ne kelp of me do,k?sw IrµldmlkID®M,,WnIHI txmsye ms.epees ketkt urlekac swpotm
W-40,—lxmMWoei,MuspedximdneOrm,MO.w eakeungedxrwWltiefgnige.d3tuWnaMor.arl%Wfk"IoM,,ahavfli bequMatirN/WpfieN aeetees,wdNgiNlkCstep.a,l0raaeaka:y"kYr pnWa+A AnthonyT.TornbolII,R.E.
a G3rgksrfw W[webe t®ale, sa ea.lk?bCW;k paaresdpselimalw lama(ew»mrsaegwaem,xsnMr*thrr Wsru r.,darw it pwa pikae. tnd irr nea,pmdake,Wktw:alxk,,, iks+pa,a,s ks Ints Waaeaea, Wyss
8008,
Awm.afiWMC;Wrn egwaabr rmg FeN iq.
ya:rgma ae 4451 St. Lucie Blvd.
µlees inekN.Infnn irdm[a'oa itt_Iae gnNwC 6esipx,airats <.rsb fabnam Ntll 3A;gNIeN nrx. eenddaN kiRl.
CgyrightD YAlg 4l Rnaf lrosses Aothooyl.lambn ill: P.E. Uprodwinnd this docomaa, ieaay form, is prohihilml wid out'he written permissiaa from 411nol hisses- Aothooy E. lomFort Pierce, EL 34946belll: P.E.
Job Truss Truss Type QtY Ply RYAN HOMES / SANTA ROSA
A0182188
WRCSRBLM J5L Jack -Open 16 1
Job Reference (optional)
Al Roof 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 8 14:21:22 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-u?LOXUtQU RY2JC?eNAJ klXlzawDs8OLy4OD8q 1 yBOLB
1-0-0 5-0-0
1-0-0 5-0-0
3x4 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 4-7 533 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 983 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 17 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 5-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
3 = 126/Mechanical
2 = 264/0-8-0 (min. 0-1-8)
4 = 65/Mechanical
Max Horz
2 = 93(LC 8)
Max Uplift
3 = 83(LC 8)
2 = 179(LC 8)
4 = 55(LC 8)
Max Grav
3 = 126(LC 1)
2 = 264(LC 1)
4 = 89(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
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; porch 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, 4 except Qt=lb) 2=179.
LOAD CASE(S)
Standard
inrig.ibsaMy4F utln tn'llrU;s'ilS4S i P, ifC3ll 1lkS6 JkdIk.1S::R'Od ldt'fj YCF;Y[EGIUkT Mw. irtdr ks'ry rrw+lmw/rtM w4s wlLs iu+s Enip Cwrq(IR';WbkMrr. trek R, ri, rNe!w e SeY.kM ru Gkts dt.niu ralNrRe fEO, w![
Ahletwwaar rlarsskd ie sNhi le 7hpkrdd Asrlrns5—Eq i ., r M.y Eegxralh:xiwar iDh«pnra+a.cepnednep*tiwlegnarng mprdihh fx d<hsfpd de. sa/e rt awdNRr roatrit,Rw IN rwkipns.epas.-E r/era: Ker Anthony T. Tombo III, P.E.
f w/rudt5 nnsixRsbikq' M Iwsib.IbrdAtd.ex,deg.rn aMnwgekxn Irvlliothe:pn,wrsugexdned4ueIX IMl.ala.:.wycrkdrrlV tbrR, dEMNeeNwrfrcN dtkFrss.:dNngkRleq. Mapulrl ewwkxgndl M Em;Nliryd If 80083
Ik ie.Ysr asipr Re(ea¢dx AY wle sr.Me1k10G eN2e pR.ke=wl peeFxsdt5rki4t l(rurwweN Stich ldxwtlwiN pEG:4lY, IPNSi(A ee+Aeu+N lx pxrd pile:r lrlliNoec da respav6lidn w/trlusAsklrs fh—;ms k.Ip n4wneu hiss M Idxx, Riess. 4451 St. Lucie Blvd.
Nhx'maadmlheiwetlaywdrywn wwM Nrwnn imhN. Ik rms"Eq® KVTrh pnyigpRipe. eeLRs hshe IRM tier}lkltier_id wrAltN:wf, ew RldW aTI. Fort Pierce, FL 34046
CePpigisr lglf A -I Raaldossn Antisoer l.lawheiq. P.F. Reponiurlim at this dmwot. in ear hrm•is pohi4itnd Wnhoot rise nfiefl gelwissioalro-w 4-1 Rant tnssa- Aet4oey L lanio ill: P.L
Job Truss Truss Type Qtv Ply RYAN HOMES / SANTA ROSA
WRCSRBLM J6A ROOF SPECIAL 1 2
A0182189
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1 3x4 =
stun: 8.12n s Nov 12 2011 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:22 2017 Page 1
I D:53sci 1 VXK54iiOnMGAB 1 x 1 zZRKZ-u?LOXUtQURY2JC?eNAJkIX114w108O9y4OD8q 1 yBOLB
4-11-4
1.5x4 II
as
4-11-4
4-11-4
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 0.25 Vert(LL) -0.01 3-4 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 3-4 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 4 240 Weight: 54 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 4-11-4 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing
REACTIONS. lb/size)
4 = 186/0-7-4 (min. 0-1-8)
3 = 186/Mechanical
Max Horz
4 = 88(LC 10)
Max Uplift
4 = 76(LC 8)
3 = 81(LC 9)
Max Grav
4 = 186(LC 1)
3 = 186(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-4=-139/254
NOTES- (10)
1) 2-ply truss to be connected together with 1 Od
0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x4 - 1 row 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=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
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 3.
10) WARNING - Please thoroughly review the "A-1
ROOF TRUSSES ("SELLER), GENERAL TERMS
CONDITIONS CUSTOMER ("BUYER")
ACKNOWLEDGEMENT" form.
LOAD CASE(S)
Standard
rr ro-rifsa"yd.lri».kt•1iurlres;:>nE¢tr,ttatutr;ix:t(Ok7€tJ!R:31Cd1i'R!El"ii:Ul71fS1Jf4:lrino.t«,kipr,.«3«ka mk rri35tM,n:n"*ritt««kMnt.itaielfr:ts f>uuredetptne ddk:aw=,ea,r;mmu;«I+
ilt:MM`1Y '3f5ihi5'<(a 6f 16tpit ll 1 tr 35'it 913 1!! A !t1(%4r:I tr{I'1131/N#f 1(r IfitiRF p%;f(IN.flfbl Rdel:lllt Ytaal:tlrM?d}ht 6tk5it1 i1 ke ihj4l f ItdCld}nt li6edt iM hla k ri ro>tan, grvpdes'd46 Anthor. T. Tor- bo 1::; P.E. mtn.an t .mm.sw,1. mrrpSilr+naik «." xwm.gsa"ned"aighga,ane atitnu,ne «o"ay;fk :n.i. Ivax«danfrro mt u d#i x ,mte...ameddagid oe an 80083YedxtmyWr«rmp s_fques saW ode i',baa krpxres rrdtmslne t iderk5mdw ttll`NniiudbTP1.1RU mrtS-4f. pored rfine. Rb lrnes Af ie; «s ki Roes the 1 ss 6r I-kop
sAa.isekmd sdt.anuf eN Nth hlns 6esgtkgxxcM ne 2eshrr rrm5:lska' dm
ug*r, W`>=•s xwrhmrr,xkssZt 4451 5F.Wce Blvd.
Fart Pierce, Fl3946
sp qw a.iriq phs ttrrhet` Ip:nt }aea F4Xrp. :9 gbaadmn niSeelb lfFl.
tspyri}1102816A-Ito Imses-Aatkc¢pl.low6oliL p.E. iepredoamei this duemenl.ieaayksn,is praMibikd.ii6ot the rut;espnmissieehesek)11ofinsses-Aat6ee11.lex6o
Job Truss Truss Type Ply RYAN HOMES / SANTA ROSAA0182190
WRCSRBLM J7 Jack -Open Py 1
Job Reference (optional)
At Roof 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 8 14:21:24 2017 Page 1
1 D:fX M ofrMa V b?z7F F UeY3—N dzeg Nj-gOTnyAvgO2omY W90 U bLCgyq B 2kp H clq FXi i FvwyBO L9
1-0-0 7-0-0
1-0-0 7-0-0
3x6 11
7-0-0
7-0-0
Dead Load Defl. = 118 in
Plate Offsets X,Y — 2:0-3-8 Ed e
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 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
Matrix -MP
Horz(CT)
Wind(LL)
0.05
0.23
4
5-8
n/a
356
n/a
240 Weight: 26 lb FT = 0%
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
SLIDER
Left 2x4 SP No.3 1-6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
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 Horz
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. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-518/27
NOTES-
1) Wind: ASCE 7-10; VuIt=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
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) 2 except (jt=1b) 4=133.
LOAD CASE(S)
Standard
N.mr-nrsu dnegllr reran lk'Ilegre'ds45'SF 3'y.Np]AI IEWSer:eeplll.AS:Ii ONii9y`r;i(RW".6.f0iY:Xr Me. lnr k+ipp arinsvl eN '. ai I nEe iq Artvy!1[w)aN lr lNiwy l.inkll!, r. Iefr.rm Svr!letw .Ilrss kM•n s tll Re 1"A ah
Itiiein.ede llmssi krsNM ge'tCukrdd Asrtrxis DewF _e Sr. drhpes ark sedasi ipp rpesm:. rege>«rd nd<:wdrgk Nrr..y.saikyd. r:dae:Nder :dgaNntkroo geNatnt t: a.gr gAas, pN.y Newc.kro m Anthony T. Tombo III, R.E.
s{eudlk+bwyleedynikirywsudeed60.x,kp.er•Mbungrenet•twitigp-.n9ewkddlieM.,drlxdWblritigrtMRllhyprdfheyGod.rfieN ddrr.ss.ie"kWoR. ge.ssklaenwikary,ii'kb yasudRyd =80083
a urngo-dr..ecw. Inge, ire.WOO wft0. n jji.kae dnekn (,,r SAW rea nuMkwkf«w,ca."d Nwy+v madr ee r,.auk wannakt,,, ,'.,:eeipkh' aW1 ::w+maa. dns 4451 St. Lucie Blvd. n.
rekNpr;emenrorNq.rarmrs hA r.ur dMal.. 1k, In, or,o up_h1--N 4, Win e'"..ue,shm.[.p. 0 ay k!uiq. m,garkN,rr:ne, adkNama. Fort Pierce, FL 3494b gyright
761d 411aatLesses-Amhppy LlanhelR; t,F. Repalsaimd this duvae.tinoykeq, is prohibited.4cut!benmen'ermissian[,Oak 11a06ases lydo.y i.lanho lll; P.E.
Job Truss Truss Type City Ply HOMES / SANTA ROSA
WRCSRBLM M05G Hip Girder 1 1
RYAN
A0182191
Job Reference (optional)
muus i susses, rust Pierce, FL 34946, aessgn@altruss.com Run: 6.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:26 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-mnaXNsxwXf3TopJPcOOgvNwaYXU94zEX OBMzpyBOL7
1-0 5-0-0 9-6-8 13-11 4 18-4-0 21-8-0 26-0-12 30-5 5 35-0-0 40-0-0 1-0
0- 5-0-0 4-6-8 4 4-12 4 4-12 3 4-0 4-4-12 4 4-12 4-6-8 5-0-0 -0
Dead Load Defi. = 3/16 in
A nn 4x6 =
4J 4b 4b 4r 2U 48 49 50 51 17 52 ._ 53 54 ' 55 56
3x6 = 1.5x4 II 3x4 =
3x10 = 3x6 = Sx6 = 1.Sx4 II 3x6 = 5x8 = 3x4 = 1.5x4 II 3x6 -
5-0-0 4 , 184-0 1 21-8-0 26-0-12 30-5-8
3 2
0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.34 15-16 770 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.34 15-16 758 240
BC 0.0 * Rep Stress Incr NO WB 0.97 Horz(CT) 0.07 12 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 185 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2,T3: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W2: 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-13 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-10-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, m
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 877/0-8-0 (min. 0-1-8)
19 = 3398/0-8-0 (min. 0-4-0)
12 = 1160/0-8-0 (min. 0-1-8)
Max Horz
2 = 32(LC 4)
Max Uplift
2 = 478(LC 4)
19 = 2262(LC 4)
12 = 839(LC 5)
Max Grav
2 = 880(LC 19)
19 = 3398(LC 1)
12 = 1162(LC 20)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1988/1175,3-30=-1632/967,
30-31=-1632/967,4-31=-1632/967,
4-32=-304/271, 32-33=-304/271,
5-33=-304/271, 5-34=-304/271,
34-35=-304/271,6-35=-304/271,
6-7=-2331/3504, 7-36=-2331/3504,
8-36=-2331/3504, 8-37=-2086/1613,
37-38=-2086/1613, 9-38=-2086/1613,
9-39=-2086/1613, 39-40=-2086/1613,
10-40=-2086/1613, 10-41=-3188/2366,
41-42=-3188/2366, 11-42=-3188/2366,
t.0nt>nue0 on page z
TOP CHORD
2-3=-1988/1175,3-30=-1632/967,
30-31=-1632/967,4-31=-1632/967,
4-32=-304/271, 32-33=-304/271,
5-33=-304/271, 5-34=-304/271,
34-35=-304/271, 6-35=-304/271,
6-7=-2331/3504, 7-36=-2331/3504,
8-36=-2331/3504,8-37=-2086/1613,
37-38=-2086/1613, 9-38=-2086/1613,
9-39=-2086/1613, 39-40=-2086/1613,
10-40=-2086/1613, 10-41 =-3188/2366,
41-42=-3188/2366, 11-42=-3188/2366,
11-12=-2855/2052
BOT CHORD
2-23=-1085/1859, 23-43=-1099/1881,
43-44=-1099/1881, 22-44=-1099/1881,
22-45=-915/1632, 45-46=-915/1632,
2146=-915/1632, 2147=-3504/2403,
20-47=-3504/2403, 20-48=-3504/2403,
1948=-3504/2403, 19-49=-601/388,
49-50=-601/388, 18-50=-601/388,
18-51=-601/388, 17-51=-601/388,
17-52=-601/388, 16-52=-601/388,
16-53=-2274/3188,53-54=-2274/3188,
15-54=-2274/3188, 15-55=-1896/2701,
55-56=-1896/2701, 14-56=-1896/2701,
12-14=-1877/2679
WEBS
3-23=-165/347, 3-22=-275/223,
4-22=-192/370,4-21=-2006/1305,
5-21=-376/235, 6-21=-2174/3484,
6-19=-1687/1059,8-19=-3260/2312,
8-16=-1 999/2864, 9-16=-412/260,
10-16=-1187/807,11-15=-414/589,
11-14=-217/345
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.Opsf; h=15ft;
Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adeouate drainage to nrevpnt water
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 Ot=lb) 2=478, 19=2262, 12=839.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 208
lb down and 223 lb up at 5-0-0, 67 lb down and 95 lb
up at 7-0-12, 67 lb down and 95 lb up at 9-0-12, 67 lb
down and 95 lb up at 11-0-12, 67 lb down and 95 lb
up at 13-0-12, 67 lb down and 95 lb up at 15-0-12, 67
lb down and 95 lb up at 17-0-12, 67 lb down and 95 lb
up at 19-0-12, 67 lb down and 95 lb up at 20-11-4, 67
lb down and 95 lb up at 22-11-4, 67 lb down and 95 lb
up at 24-11-4, 67 lb down and 95 lb up at 26-11-4, 67
lb down and 95 lb up at 28-11-4, 67 lb down and 95 lb
up at 30-11-4, and 67 lb down and 95 lb up at
32-11-4, and 208 lb down and 223 lb up at 35-0-0 on
top chord, and 120 lb down and 187 lb up at 5-0-0, 49
lb dawn and 76 lb up at 7-0-12, 49 lb down and 76 lb
up at 9-0-12, 49 lb down and 76 lb up at 11-0-12, 49
lb down and 76 lb up at 13-0-12, 49 lb down and 76 lb
up at 15-0-12, 49 lb down and 76 lb up at 17-0-12, 49
lb down and 76 lb up at 19-0-12, 49 lb down and 76 lb
up at 20-11-4, 49 lb down and 76 lb up at 22-11-4, 49
lb down and 76 lb up at 24-11-4, 49 lb down and 76 lb
up at 26-11-4, 49 lb down and 76 lb up at 28-11-4, 49
lb down and 76 lb up at 30-11-4, and 49 lb down and
76 lb up at 32-11-4, and 120 lb down and 187 lb up at
34-11-4 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.
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mke:•rn,:s„t.a, uwe e.abxt6ewp.e.neap issw:aa.aatgrywmsamawww ttshpr,rekrnmsturr,de.ra,apa.s_snln,q.rz sa w:dea•saxu.:.. = 8008,
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gn, ms k:gs'.aywmina YmtMn,.drss 4451 St. Lucie Blvd. r.cunkt•a•at. (e0Ysijbi02016
A-) Rut Tmsses- Amhoay 1. bmha ill; F.I. Rexadudian of this dwamao, inany W.,is pro0ited•4hnl'l,@•ritkn rMmissiooliamAIWTresses- AnthoayLlomiall64.1. Fort
Pierce, FL 34946
Job Truss Truss Type Qty Ply HOMES / SANTA ROSA
A0182191
WRCSRBLM M05G Hip Girder 1 1
RYAN
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design(aDaltruss.com
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20
Concentrated Loads (lb)
Vert: 3=-161(B) 7=-66(B) 1 1=-161(B) 23=-116(B)
14=-116(B) 30=-66(B) 31=-66(B) 32=-66(B)33=-66(B)
34=-66(B) 35=-66(B) 36=-66(B) 37=-66(B) 38=-66(B)
39=-66(B) 40=-66(B) 41 =-66(B) 42=-66(B) 43=-45(B)
44=-45(B)45=-45(B)46=-45(B)47=45(B)48=-45(B)
49=-45(B) 50=45(B) 51=45(B) 52=-45(B) 53=45(B)
54=-45(B) 55=-45(B) 56=45(B)
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:26 2017 Page 2
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-mnaXNsxwXf3TopJPcOOgvNwaYXU94zEX_OBMzpyBOL7
C8.
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ieLi,>vesr 4en, 0eur.:eefxx.ieeakratl ss.trrsnea*Eg xri e,.p.srepeerx m,des rra rgmats mseepmntmpdr:smtlegseegrnpv:AfiRiarersyaanr. so erm: mlma ee nelubeep. weer lMl [xa:grm:.goms.arwMes,,ahlKh Anthony T. Tombo III, P.E.
ea. dm r,n:am,u-mgi rn ! slmnn...m.n..d:.,o.:e.p,!fl<wu!roe.,tl.wknsr„uc.e.le<msaro.ao.:u,.aMrnt n.pp.ln.meeem.0 setlo.r;.,,:gkmm[. .p.,aim....k.:yuakoe,..,nrma = 80083
Sil6fk ie eoi lxkrtla AY e.q so e6s oe lDC neex pmam el prcelnndRkdig(egeal SieepHmxtim;NY N16.kehrfl a/SlLe se idn eta paxtl place Illlufistk regnsdilAned fie,dlkL..,P.srp:*,ess r,µ.:ywe er l2u xs srs,v,wes 4451 St. Lucie Blvd.
ew".W eM.il.awg'wq.Y !mgFdpmm hrahal. tie rrxs hCe[gaaismrlM eclligoeipa,a Ln; kms Eepmn Mm(k!IIq 3C,gad¢NaccnndmmlcTlL Fort Pierce, FL 34946
Ce;yriyb 0 2014 A-1 Roof Tresses- Aoihoay L Tomb. IIIj.E. lepnlonia of this Jonmem, is onq form, is psohihitel whool,6 wirsen permissiodron A-1 loot insses - Ambony L Tombo ill: P.F.
Job Truss Truss Type Oty Ply HOMES / SANTA ROSA
WRCSRBLM M06 Hip 1 1
RYAN
A0182192
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
1_" 7-" 12-8-14
4.00 F12 5x6 =
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:26 2017
ID:fXMofrMaVb?Z7FFUeY3 NdzeaNi-mnaXNsxwXf3ToDJPcOOovNwa7XUN4?cX OBM
3x4 = 3x8 = 3x6 = 1.5x4 11
e 5 7
5xB =
Dead Load Deft. = 114 in
3x6 3x4 =
15
5x6 = 13
3x6 = 3x12 = 1.5x4 II
3x6 =
3x6 =
25-7-2
0 tnN a
6LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plate Grip DOL 1.205 TC 0.82 Vert(LL) 0.31 14-16 719 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.60 14-16 366 240 BCLL
0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 9 n/a n/a BCDL
10.0 Code FBC2017(TP12014 Matrix -MS Wind(LL) 0.28 11-22 936 240 Weight: 175 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 34-2 oc puriins.
BOT
CHORD Rigid
ceiling directly applied or 3-6-9 oc bracing. WEBS
1
Row at midpt 4-14, 5-12 MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation guide. REACTIONS. (
lb/size) 2 =
622/0-8-0 (min. 0-1-8) 14 =
1917/0-8-0 (min. 0-2-4) 9 =
781/0-8-0 (min. 0-1-8) Max
Horz 2 =
43(LC 12) Max
Uplift 2 =
185(LC 8) 14 _
931(LC 8) 9 =
561(LC 9) Max
Grav 2 =
630(LC 23) 14 =
1917(LC 1) 9 =
788(LC 24) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-1081 /334, 3-4=-970/367, 4-
5=-1064/1155, 5-6=-1044/1628, 6-
7=-1044/1628, 7-8=-1044/1628, 8-
9=-1541 /2028 BOT
CHORD 2-
16=-188/972, 15-16=-83/335, 14-
15=-83/335, 13-14=-1155/1251, 12-
13=-1155/1251,11-12=-1835/1434, 9-
11=-1812/1422 WEBS
4-
16=406f739,4-14=-1557/1137, 5-
14=-1103/1241, 5-12=-2827/2271, WEBS
4-
16=-406/739, 4-14=-1557/1137, 5-
14=-1103/1241, 5-12=-2827/2271, 7-
12=-475/407, 8-12=-431/411, 8-
11=-370/322 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=15ft; 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; porch right exposed;
C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DO
L=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 at=lb) 2=185, 14=931, 9=561. 8)
WARNING - Please thoroughly review the "A-1 ROOF
TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS
CUSTOMER ("BUYER") ACKNOWLEDGEMENT"
form. LOAD
CASE(S) Standard
w.„
n-ns,.e.;tgx.n..,a<•s.ila;€russs{stir;;lrauruse;amn_m;n*cu uurrtteraEowEkrsr. rmna:yt t r:ra.et.a,lR,te.,ion.ynoe;we;kngtr.krt,r.usr:m,sknw.;.w ed<t,dl«r w,xd.e<s.wl Wls0N'trddrsssdlkadiwee'OOwkrdd IselmsD:sgEgW n;,SrwalrEepe eesmlaagrOSrgnsms erepmsedeepe6:suedegwerolre:prdlbr6rdeksipdeeso>/etrc,Igoedeee;l00erlrne 1R1 Tmksgensegoxs,Mmuisdmas.:ddiim Anthony. Tombo III, P.E. telnedlMmslxpr!9iWrs V. rxse:MrdRO eaC :seNwuee epn'a pe WYwr U:s,pn,Rle ueleN dli C,M n[dhiwlbrikgcek el fill ne tgmd the EOlsi,q feN lee tart: k0.liy krel9 Mep Waon en kagtid kM mpesnliltd '. % Z Ilerr..dg0 ipn eee (.melee IN eA ,AaM100Mee peck., nl V4001 9 t. MAi 4".. SAnW bxSrpWskt4M ISNnld-4f.,-W pie. lMluf.'ee rtgws161awt eeleliesd W le., 0;sipe, rzs ks Irtssgmde:Ma akss =8008.,
enc.
t,W.W4:renepe»tpe r.pneFekptingedrei.iktn,.0e>'pEe9uvafsK(MW11pId9ppetltnsSSnnE dm,k:1 sn: ' ' "` 445:St.LucieBlvd. q-. hq. q*1eWiw MW.ml. Fort
Pierce, FL Blvd.
yyrilhiD
7AI651tool lnsxs A¢16ony C1am6olil, l.E. tepsedunioa d6is dmnment imy form, is pro6aitnd wdwl she nines/ermissicn It. S I last Losses Aetioy l.lam6olQa.E.
Job Truss Truss Type aty Ply HOMES / SANTA ROSA
A0182193
WRCSRBLM M07 Hip 1 1
RYAN
Job Reference (optional)
Al KOOI trusses, r-OR rierGe, rL .vaa40, ueslyllVe luuaa.wi,i
4
54 =
4.00 F12
i
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-EZBV
n 24-7-2 31-0-0
3x4
3x4 = 3x6 = 1.50 II 5x8 =
5 m 7 8
9-M
Dead Load Defl. = 114 in
rb
5x6 =
3x6 —
3x4 —
3x6 =
3x8
3.6 —
1.5x4 II 3x6 —
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.58 11-22 448 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.46 11-22 568 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 9 n/a n/a
BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 175 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2,T3: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Raw at midpt 5-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 = 613/0-8-0 (min. 0-1-8)
14 = 1933/0-8-0 (min. 0-2-5)
9 = 774/0-8-0 (min. 0-1-8)
Max Horz
2 = 53(LC 12)
Max Uplift
2 = 182(LC 8)
14 = 926(LC 8)
9 = 560(LC 9)
Max Grav
2 = 628(LC 23)
14 = 1933(LC 1)
9 = 785(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-835/231, 3-4=-730/286,
4-5=-851/1002, 5-6=-609/1056,
6-7=-609/1056,7-8=-609/1056,
8-9=-1321 /1746
BOT CHORD
2-16=-144/739, 15-16=-56/373,
14-15=-56/373, 13-14=-1002/1083,
12-13=- 1542/1210, 11-12=- 1542/1210,
9-11=-1521 /1199
WEBS
3-16=-203/334, 4-16=-498/807,
WEBS
3-16=-203/334, 4-16=-498/807,
4-14=-1215/852,5-14=-1105/1244,
5-13=-2112/1727, 7-13=-404/326,
8-13=-691/796, 8-11=-434/358
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=15ft;
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; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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=182, 14=926, 9=560.
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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Job Truss Truss Type QtY Ply RYAN HOMES / SANTA ROSA
A0182194
WRCSRBLM M08 Hip 1 1
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 14:21:28 2017 Page 1
ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-j9iloYyB3HJB 17TojQQ8?o?vYL9RYvPgSKgS2hyBOL5
1-0-0 6-6-11 11-0-0 18-4-0 23-7-2 29-0-0 33-5-5 40-0-0
0 6-6-11 4-5-5 7-4-0 5-3-2 5 4-14 4-5-5 6-0-11 0-
3x4 =
5x6 = 3x6 =
4.00 12
5x6 =
3x4 =
7 8
Dead Load Defl. = 318 in
15
5x6 —
13
3x8 =
3x6 = 3x6 = 3x6 = 3x6 =
3x8 =
11-0-0 18-4-0 29-0-0 40-0-0
11-0-0 7-4-0 10-8-0 11-0-0
Plate Offsets (X,Y)— 14:0-3-0,0-3-0]
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 0.89 Vert(LL) 0.31 16-19 717 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.66 16-19 331 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.54 12-22 485 240 Weight: 184 lb FT = 0
LUMBER -
TOP CHORD 2x4 SP No.2 .
BOT CHORD 2x4 SP No.2 'Except'
B3: 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-11-12 oc bracing.
WEBS
1 Row at midpt 6-16, 7-14
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 572/0-8-0 (min. 0-1-8)
14 = 2008/0-8-0 (min. 0-2-6)
10 = 739/0-8-0 (min. 0-1-8)
Max Horz
2 = 64(LC 12)
Max Uplift
2 = 174(LC 12)
14 = 955(LC 8)
10 = 543(LC 9)
Max Grav
2 = 608(LC 23)
14 = 2008(LC 1)
10 = 768(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-953/312, 3-4=-445/111,
4-5=-365/125, 5-6=-365/125,
6-7=-833/994, 7-8=-856/1324,
8-9=-956/1354, 9-10=-1458/1841
BOT CHORD
2-16=-286/884, 15-16=-994/1 111,
14-15=-994/1111,10-12=-1665/1359
WEBS
3-16=-563/532,4-16=-218/325,
6-16=-889/1408,6-14=-1077f792,
7-14=-1343/1556,7-12=-1080/816,
WEBS
3-16=-563/532, 4-16=-218/325,
6-16=-889/1408,6-14=-1077/792,
7-14=-1343/1556, 7-12=-1080/816,
9-12=-554/683
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=15ft;
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; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) 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-M 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=174, 14=955, 10=543.
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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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 @ TC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
i
0
ti
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
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FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1' - 3' MAX.
OIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING IAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
SEE SECTION A -A)
TRUSSSES @
r 24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - lad 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 (MINJ.
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 END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
END WALL CEILING SHEATHING
BRACINGREQUIREMENTS 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
ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILINGSCHEDULE: 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 (.131' X
3') NAILS SPACED G' O.C. FOR
WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (
ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF IOd 131'
X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). STRUCTURAL
GABLE
TRUS! MAXIMUM
STUD LENGTHS ARE LISTED ON PAGE 1. AL( BRACING
METHODS SHOWN ON PAGE ) 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 INLAYEO STUDS
ARE NOT ADDRESSE HERE. STANDARD
GABLE / TRUSS
UKAL
TRUSS
ZTI
in 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/
STUDS ONLY.
DULY 17, 2017 I STANDARDCONNECTION DETAIL
RUSS I STDTL04
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
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 34946
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' O.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' O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (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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J U LY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 3494
SECURI
W/(
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:
1. 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 NDS - 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 = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
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.
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JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06
GENERAL SPECIFICATIONS:
I 1. NAIL SIZE = 3' X 0.131" = 10d
2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL
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.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010 TRUSS
SECURE
W/C
VALLEY TRUSS
TYPICAL)
NO SHEATHING) N.T.S.
BASE TRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS
TRUSS
P 2 (
TYPICAL)
V/
SEE "A* ILJ/ \\ 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
II BUILDING EXPOSURE
C WIND
DURATION OF LOAD INCREASE: 1.60 H
2X4 CONTINUOUS #2 MAX
TOP CHORD TOTAL LOAD = 50 PSF ATTACH
O
THE ROOF W/ TWO USP MAX
SPACING = 24" O.C. (BASE AND VALLEY) WS3SYP
X 3") WOOD SCREWS MINIMUM
REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO
EACH BASE TRUSS. rcee.:
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JULY 17, 2017
TRUSSED VALLEY SET DETAIL
STDTL07
HIGH WIND VELOCITY)
e
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' O.C. (BASE AND VP
SUPPORTING TRUSSES DIRECTLY UNLcm VALl Cr I RUJOCJ MUJ I DC
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
NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
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FEBRUARY 17, 2017 STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd NAILS, 6' O.C.
VERT
STUD
SECTION B-B
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010 TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
STDTL08
VERTICAL 2X6 SP OR SPF
STUDPBRACE
2 DIAGONAL
BRACE
4) - 16d
NAILS16d NAILS
SPACED 6' O.C.
2) 10d NAILS
INTO 2X62X6 SP OR
SPF #2
2X4 SP OR
SPF #2L HORIZONTAL
NAILED TO
ERTICALS
SECTION A -A
W /(4) - 10d NAILS
12 PROVIDE 2X4 BLOCKING BETWEEN
Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - 10d NAILS AT EACH END.
ATTACH IAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) 8d NAILS MINIMUM, ROOF
B
3X4= PLYWOOD SHEATHING TO r SHEATHING
2X4 STD SPF BLOCK I
v
DIAGONAL BRACING ici(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 BLOG.
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' D.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 MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. DIAG. BRACE
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED
TRUSSES.
10. 10d 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 AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31 STUD 12' O.C. 3-8-10 5-0-11 6.6-11 11-1-13
2X4 SP #31 STUD 16' O.C. 3-3.10 4-9-12 6-6-11 9-10-15
2X4 SP #31 STUD 24' O.C. 2-8-0 3-11-3 5.4-12 8-1-2
2X4 SP #2 12' O.C. 3-10-15 5.6-11 6-0-11 11-8.14
2X4 SP #2 16' O.C. 3-0-11 4-9-12 6-0-11 10-8-0
2X4 SP #2 24, O.C. 3-1-4 3-11-3 6-2.9 1 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 ISTANCE. BRACE MUST COVER
907 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 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
Kx, 2) - lOd
NAILS
TRUSSES @ 24' O.C.
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
1
HORIZONTAL BRACE
SEE SECTION A -A)
END WALL
T-BRACE / I -BRACE DETAIL
FEBRUARY 17, 2017 WITH 2X BRACE ONLY
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
a:
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOX OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
e CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
T72.409-1010
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
STDTL09
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 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
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NNE= NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONE DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, 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 THE
772-409`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 ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE METAL FRAMING \A TEACHTTO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR
TO ATTACH BWITH (3) -10d SCAB WITH (3) - 10d TO
TOP CHORD AILS (0.131' X 3') NAILS (0.131' X 3'). ATTACH TO VERTICAL NAILLS (
01313WITH )X3')
BLOCKING BEHIND
THE VERTICAL WEB IS
RECOMMENDED WHILE NAILING THE
STRONGBACK USE METAL
FRAMING ANCHOR TO
ATTACH TO BOTTOM
CHORD 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 '-ATTACH TO VERTICAL WEB WITH (
3) - 10d SCAB WITH (3) - 10d NAILS (0131'
X 3') NAILS (0.131' X 3') TRUSS 2X6
4' - 0' WALL STRONGBACK (TYPICAL
SPLICE) (BY OTHERS) ATTACH TO
CHORD WITH (2) #
12 X 3' WOOD SCREWS
0216' OIA.)
INSERT SCREW
THROUGH OUTSIDE FACE
OF CHORD INTO EDGE OF
STRONGBACK (DO 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
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
LATERAL TOE -NAIL DETAIL
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 SIP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
o 135, 93.5 85.6 74.2 72.6 63.4
J
162 108.8 99.6 86.4 84.5 73.8
rj
128 74.2 67.9 58.9 57.6 50.3
Z0J 131 75.9 69.5 60.3 59.0 51.1
in 148 81.4 74.5 64.6 63.2 52.5
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' DIA. 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) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
STDTLl l
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END 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
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA. SP OF HF SPF SPF-S
L7
131 59 46 32 30 20Z
O
J
135 60 48 33 30 20
In
162 72 58 39 37 25
J
U 128 54 42 28 27 19
Uo
z
Z
131 55 43 29 28 19
W
J 148 62 48 34 31 21
J_ N
Q In
Z
120 51 39 27 26 17
CD
Z 128 49 38 26 25 17
O
131 51 39 27 26 17J
148 57 44 31 28 20
r7
NOTES:
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 END AS SHOWN.
2. THE ENO ISTANCE, 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.
EXAMPLE:
3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
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 WINO DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
t* USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S.
SIDE VIEW
Z
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
END VIEW
IL
NAIL
NAIL
FEBRUARY 5, 2016 1 TYP 2x2 NAILER ATTACHMENT I STDTL13
A,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
I.0x4
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 [
STDTLI4
4) 12d
MAX 30" (2'-611)
2x6 #2 SP (Both Faces)
24" O.C.
SIMPSON H5
maq rn+a«.«y n tn. e w r3 iresx _, r. x,+.+:« . ..z •.,. .,, a. ,M-. ,.. -.,
R4(a: Phi d ee Mha Mi'D .eW B.sT=°•*«' ! :mxex+'reu °w ««yiM ro « c:Mn «ptx n «x ee sim nHn G++kis de Fwgrt ;qai iwo« &;Si «&xl%F mi, FP YK+ «^:i «d :nv'u . th Rv i T mh0 I; P,E,
a«r dmn b t«'sin de v«rrorrrt F «Y xtwa.ha r+v#.m ra msaz a.aae lmxr4eaewix . dae • nss n. l.n. rcht 4rra ;ia w. aua nw rxe nn t r,a • Si983
u wiaq&,ge W SRxM_t8W «FrtiriH lSS«4 a.rsC ;ww«lxsk aalm ..,a.+4'+ irc rl risi+ .x ,ar k"i abrpe.w -`; t fern 4er w,da a oea .d irnk km: e+sp E+an,ei •y»w. J.*u, sxs.'x 415" St
yoyRF YlIi lllRoai tlr s,rs RatFex itse5x 411 I:f.sk admna att€ danxw re ik ux iwlx.la
H,>ft,r« H#.q R{a++dx ueso-x if4! Falj E?3eace, Ft,a:C
xhonl e weatee Mstmnf carA3 RnelT astef-d FAa I ia wP4Y.L .,. _... depy Y . t _ y p u .. :.
FEBRUARY 17, 2017
0
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772.409-1010
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
INCHES)
MAXIMUM FORCE (LBS) 15% 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 1 5019 2829 4243 1 2898 1 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' O.C. AS SHOWN (.131' OIA. X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END 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
2 <
BREAK
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).
DO 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 ENO 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 l SCAB APPLIED OVERHANGS I STDTL16 I
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 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' IA. X 3') SPACED 6' O.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.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 400 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.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
A FLORIDA CORPORATION
Important (Votes / 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 "BCSI 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
STRUCTURAL
A WOW 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
Tl JUS24 1881, 655 750 820 510 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
LU525 865 990 1070 1165 4) - 10d (Header)
2) -10d (Joist)
T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing)
FL822.36, 6) - 10d (Face - Top Max Nailing)
08- 6) - 10d (Joist - Face Max Nailing)
0303.06, 6) - 10d (Joist - Top Max Nailing)
RR 25836 4) - 10d (Top - Top Max Nailing)
13116-R
THA422 2245 2245 2245 5) -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)
20) -10d 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 3600 1555 11) -10d x 1-112 (Carried Member)
20) -10d x 1-112 (Carried Member - Max Nailing)
20) -16d x 1-112 (Carrying Member)
20) -16d x 1-112 (Carrying Member - Max Nailing)
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Hangers
Allowable Load (Ibs)
DF-L/SP LSL LVL PSL SPF I -JOIST
160% LISP
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) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHU548 4210 4770 5140 2000 22) -16d (Face)
8) -16d (Joist)
T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face)
FL821.75, 8) - 1Od (Joist)
06-
0921.05,
RR 25779
13116-R
HGUS26-2 4355 4875 5230 2155 20) -16d (Face)
8) -16d (Joist)
T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face)
FL821.75, 8) - 10d (Joist)
06-
0921.05,
RR 25779
HGUS26-3 4355 4875 5230 2155 20) -16d (Face)
8) -15d (Joist)
T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face)
F L821.77, 10) - 16d (Joist)
RR 25779
13116-R
HGU528-2 7460 7450 7450 3235 36) -16d (Face)
12) -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 36) -16d (Face)
12) -16d (Joist)
may. ..
h
Factpnar Cmmnarison Table
Connector Schedule
Group Label USP Stock No Required Fasteners Reference No Required Fasteners
4) - 10d (Header) 4) -10d (Header)
Tl JUS24 LUS24
2) - lod (Joist) 2) - lod (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) - lod (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) - 10d x 1-1/2 (Joist) 20) -10dx 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) - lod (Joist) 6) -16d (Joist)
28) - 16d (Face) 16) - 10d x 1-112 (Carried Member - Max Nailing)
T6 THD28 HTU28
16) - lod x 1-1/2 (Joist) 26) - 16dx 1-112 (Carrying Member- Max Nailing)
28) - 16d (Face) 22) -16d (Face)
T7 THD28-2 HHUS28-2
16) - lod (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 (Face)
T10 THDH26-2 HGUS26-2
8) - 16d (Joist) 8) -16d (Joist)
20) - 16d (Face) 20) -16d (Face)
T11 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)
I a
Lj S P
STRUCTURAL
CONNECTORS*
A MiTek'Company
le
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.
NOTE: 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 fine to denote the MISSING I DAMAGED PLATE:
exact location of the break Circle h4issmg or Damaged Plate
2 3
T T1
4 _ 6 7 8 9 11 12 13
I
M M
ALTERNATE 1 REVISED BEARING LOCATION 7
Draw in new location of bearing, and provide dimension of it's location
MISSING PIECE: Ifthere are
multiple breaks, resulting in missing
BREAK: Use a line 3o
SPLIT/ CRACK: Denote exact location of denote exact location of break
F
damage, and provide length if greater than 12" t
TRUSS MODIFICATION: ?
If truss is too long/ short, proMe detailed
sketch and proMe dimensions as needed.
MISSING t DAMAGED PLATE:
Circle Missing or Damaged Plate
DEFLEC'nON I CROWN: Denote exact location of where the start and'.
1" out of plane stop of the issue, as well as dimensions ofwhere the issue occurs. 10
s
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u
3I
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Knee Wall 120"
k..
818'
By Bldr 194' 11
0 5r-
3
5/8" _ - 5
5/8"[ , HATCH
LEGEND 8'-
0" / 8'- 8" A.F.F. 8'-
8" / 9' - 4" A.F.F. 14' -
4" / 15' - 0" A-F.F. 18'-
17/8";/ 18' - 9 7/8" A.F.F. 5
CO '
a 11011
truss
manatactruer It nlateral Is other than SHINGLE. 363,
UNLESS
NOTED OTHERWISE) .E _ - ' NOTE:
ALL CEILING DROPS BELOW BEAM ARE e
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 e 19 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 RECORD Q "
REPRESENTS THE LEFT SIDE OF a " o EACH
TRUSS DRAWING JUS24
THD46 - m
B-
JUS26 c1> MSH422 - - - s
e e = - G
THD26 a K) MUS26 a E- I\
Dj THD28 t0 JUS24-2 e' E e
E - - E;
THD26-2 J -- - _ - TRD28-
2 (N _ _ _ _a Ba
HANGER BY BUILDER LOADING
ROOF FLOOR WIND LOAD m -
LIVE
LOAD 20 40 ASCE 7-10 23 c=
i DEAD LOAD 10 10 150 MPH EXPC o
LIVE LOAD SO' 0 CATEGORY 11 00
m0-ome e- rn
c=i DEAD LOAD SO 5 ENCLOSED m o v e TOTAL
LOAD - 40 55 FBC-2017 = m
p £.2 DURATION
FACTOR L25 100 TPI-2014 =- c e 'e REV
DATE BY REMARKS - m - _ 01
12/08/2017 IT CODE UPDATE r
E -^• - - - - _ a
It
is understood that above conditions
have been reviewed { APPROVED m - S _ m - - are
acceptable for the m -En fabrication
at trusses, Lj APPROVED AS NOTED E _ i
elevation%pitches, overhangs, U REVISE AND RESUBMIT - fascias,ceiling- elevations/
pitches, bearing REJECTED s - - - o
conditions &
all detail pertaining - m = - _ to
this truss placement plan. No back
charges will be accepted DATE
without
previous written - - approval
from an A-/ Roof m = Trusses
representative _ REVIEWED BY PLAN
DATE ARCH:--J--J---- STRUCT.-/--/-- E -
E CUSTOMER
RYAN HOMES JOB
NAME SANTA ROSA "B' 6AfAGER11CNZ E
E LOCATION
LANAI1MORIVINGRO041 = a = 3 22 - COMMNTY _
s _ e _ J
LOT # = = E-
BLDG _
BLDG TYPE
p - - _ s -
m -
t _
FZJOB # -
MASTER WRCSRBLM DRAWN
SCALE` - DATE -
m N.
T..S m - A-
1 RUDIF - TRUSSES
A'
FLORIDA CORPORATION
RECORD COPY
City of San%rd
Building and Fire Prevention
Product Approval Specification Form
rI-DPermit # # 1 8 - 9 1 9.
Project Location Add 0
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging I Therma Tru Smooth Star 15000.2/15000.4
Sliding Ply Gem 4780 SGD 14634.2 - R1
Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - 1111
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 1500 16103 _
Horizontal Slider
Casement
Double Hung
Fixed Plv Gem 1500 16104
Awning
Pass Through
Projected
16118MullionsPlyGem1500
Wind Breaker
Dual Action
Other
June 2014 1
Category/ Subcategory Manufacturer Product
Description
Florida Approval #
including decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194- R5
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. Certain -reed Asphalt Roofing Shingles 5444 - 1111
Underla ments InterWrap Inc. Rhino Roof Undedayment 151216 - R2
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
6. 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 Lott's Concrete Products Lintel 17867
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature +
7
Applicant's Name Vicky Otero
Please Print)
June 2014
Goristrudflon Products
1. Product Name
Grace Vycor@ Plus Self -Adhered flashing
2. Manufacturer
Grace Construction Products
62 Whittemore Avenue
Cambridge, MA 02140
866) 333-3SBM (3726)
Fax; (410) 431-7281
www,graceconstruction.com
www,graceathome.com
3. Product Description
BASIC USE
Grace Vycor® Plus Self -Adhered Bashing is a
self -searing, fully adhered, composite flexible
flashing designed to protect critical non -roof
details from air, water and moisture infiltration, It
provides an excellent positive seal around the
outside and inside of doors and windows and
can be used to seal joints, seams, holes and
other undesirable openings in wall systems.
COMPOSITION & MATERIALS
Grace Vycor Plus Self -Adhered Bashing is a 25
mri (0.64 mm), cold applied, self -adhering
membrane consisting of a 3 mil (0.07 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 application, the rolls are interwound with a
disposable silicone coated release sheet, The
flashing is a dark gray -black,
Grace 'Vycor Plus Self -Adhered Bashing is
now available with RIPCORDI d a cord embed-
ded in the adhesive layer that allows split
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
substrotes provided they are clean and dry.
However, oh concrete, masonry and DensGlass
Gold® apply Perm -A Bamer® WB Primer. If
adhesion is found to be marginal, also prime
wood composition and gypsum sheathing with
Perm -A Barrier WB Primer. The coverage rate
for Perm-A-Barrier.WB Primer is 250 - 350 ft'lgal
6 - 8 rT?1Q.
S12 S
Grace Vycor Plus 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
cotton; and the 9" and 1211(225 and 300 mm)
are packaged 6 rolls per cotton.
UWATIONS
Grace Vycor Pius Self -Adhered flashing must
not be applied in areas where it will be per-
manently exposed to sunlight, and must be
covered within a reasonable amount of time
not to exceed 30 days. Grace Vycor Plus
should not be used in hot desert areas in the
southwestem Unified States.
The following sealants are chemically com-
patible with the adhesive side of Grace Vycor
Plus Self -Adhered flashing if the specific formu-
lation does not contain hydrocarbon solvents;
silicone, acrylic, butyl,l-part polyurethane and
2-part polyurethane. This flashing is incompati-
ble with creosote; joint sealants containing
polysulfide polymer or hydrocarbon solvents;
products manufactured from EPDM and flexi-
ble PVC; 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 lntemational
ASTM C836 Standard Specification for High
Solids Content, Cold Liquid -Applied Bastomeric
Waterproofing Membrane for Use with
Separate Wearing Course
ASTM D412 Standard Test * Methods for
Vulcanized Rubber and Thermoplastic
Rubbers 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 R-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 Pradide for Rubber -
Measurement of Dimensions
FLEXIBLE FLASHING 07650
Grace Construction Products
PHYSICAL/CHEMICAL PROPERTIES
See Table 1.
5. Installation
STORAGE
Protect materials from rain and physical dam-
age. Pallets of Grace Vycor Plus Self -Adhered
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 ingcilling 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 MEHODS
Surface Preparation
Substrate must be smooth, clean, dry and free
of voids, spatted 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 vAp-
ing with a clean 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, mhnir
mum 1 hour. If primed areas are not covered
that day, reprime area If there is significant
dust or dirt contamination.
Flashing 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 12r 052 and 305 mm) intervals.
Cut Vycor Plus into appropriate lengths.
SPM-W e and TMNU-SPEL'e we reg@tered trademark s of Reed Osevler Inc. The ten pad SPEGDATA format confomu to the editorial style Reed Construction
Nr.,.,.r... 1. "sino,m,.11v,maA ffh ihas,r,ornnuion.Tha monufach"er is resoonsble for teddcolacmaCM12005,Reed Construction Dofo.All Rghls Reserved. nab_
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 contin-
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 flashing
must be continuously supported by the sub-
strate and must not span or bridgb joints,
gaps or voids in excess of 114' (6A mm). End
laps that occur in subsequent lengths must
maintain a minimum overlap of 3° (75 mm).
PROTECTION
Grace Vycor Plus Self -Adhered Hashing must
be protected from damage from other
trades or construction materials.
SAFELY, STORAGE & HANDLING
Grace Vycor Plus Self -Adhered Hashing prod-
ucts must be handled properly. The best infor-
maflon 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 Plus Self -Adhered Hashing prod-
ucts. Contact a Grace Construction Products
representative for ordering and delivery
information.
COST
Grace Vycor Plus Self -Adhered Hashing is
competitively priced. For specific information,
contact a Grace Construction Products repre-
sentative,
FLEXIBLE FLASHING 07650
Grace Construction Products
TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF-ADHH2® FLASHING
Property & test Typical value
Color Gray -Black
Thickness, ASTM D3767, Method A 25 mil (0.64 mm)
Low temperature flexibility, ASTM D1970 Unaffected at -45°F (43°C)
Elongation, 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 pif (875 N/m) width
Adhesion to concrete at minimum application temperature, 60 pif (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 Hashing, when
installed in accordance with manufacturer's
recommendations, will 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 SourceTM'
Additional product information is available
from the manufacturer.
W. R Grace & Co. -Conn. hopes the information here wilt be helpful it
Is based upon data and knovdedge cortAdered to be true and accu-
rate and Is offered for the users' consideraficA investation and ver-
ification, but we do not warrant the results to be obtained Flease
read all statements, recommendations and suggestions in conjunc-
tion with our conditions of sale, which apply to all goods supplied by
us No statement recommendation or suggestion is intended for any
use which would infringe any patent or copyright. W. R, Grace & Co.
Conn. 62 VMemore Avenue, Cambridge, MA 02140. In Canada,
Grace Canada Inc, 294 cements Rood West, Ajax. Ontorio, Canada
LIS 3C&
B'duthene, PerarA Barrier and Vycor are registered trodemorks, and
WCORD is a trademark of W. R. Grace & Co, -Conn .
DensGlass Gold 4 a registered trademark of Georgia-Pacific
Corporation
copyright 2004 W, R. Grace & Co, -Conn.
TP-09BE . Printed in the M.A. 8104 AFSM13M
SPEGDATAe and MMU-SPECe are registered tradernarls of Reed Sseviet Inc. The ten port SPEGDATAformat confonas to the editorial style Reed Construction
ma monufodw u h ro oombla tot technical or curogy.02095 Reed Construction Data M SgNs Reserved Date..
lashing Application Instructions fot 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
N W,
s
Yr
F
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 I,
page 8).
Step Two:
Before installing flashing
on sill and jambs, locate
the RIPCORD.
i "
ae • ai
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 bameL
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-
finuous substrate. (ASTM does not require a sealant on top
of window flange when using self -adhered flashing.)
L
Flashing Application Instructions for Windows
WINDOW IHSTALLATION: METHOD A
BEFORE WEATHER -RESISTIVE BARRIER (continued)
Step Four:
Applythe pre-cut jamb
flashing onto the nailing
flange. Position above the
headflange.
Unroll flashing and expose
adhesive by removing the
release paper. Roll firmly into
place as necessary.
Repeat on the other side.
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.
Fldshing Application Instructions for, Windows
WINDOW INSTALLATION
METHOD B: AFTER WEATHER -RESISTIVE BARRIER
In this option (see Detail VCRDE--100) the weather -resistive barrier has
already been installed before the window and flashing.
I I
Step One:
Cut and remove weather -
resistive barrier from
rough opening of window
sill. Secure, if necessary,
to face of sill.
Score and fold weather -
resistive barrier above
header. Temporarily
secure to allow for flashing
installation.
Step Two:
Pre-cut the Grace Vycor
Plus flashing using the
measurement markings.
Use caution when
cutting the membrane.
Step Three:
Before installing sill
flashing, locate
the RIPCORD.
Split the release paper
in half allowing for
easy installation.
Flashing Application Instructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
K ¢ e
q '
A'
5L -
Step Four:
Reroll the pre-cut flashing.
Position inside of rough
opening on the vertical
jamb.
Apply flashing to window
sill by removing half of the
release paper and exposing
the adhesive. Roll firmly
into position.
Make vertical relief cuts
starting from corner of
window sill upward.
Roll firmly into place
as necessary.
Note: Do not extend sill
flashing beyond outside
edges of jamb 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.
Step Five:
Applythe pre-cutflashing
onto the nailing flange after
window has been installed.
Position jamb flashing
above the head flange.
Note: Do not remove the
release paper on the other
half of the flashing if future
tie-in with top of vinyl sid-
ing is required by others
see Detail VCRDET-107).
Unroll flashing by removing
the release paper exposing
the adhesive. Roll firmly
into place as necessary.
Repeat on other side.
Eli
Ficishing Applicatiob,instructions for Windows
WINDOW INSTALLATION: METHOD B
AFTER WEATHER -RESISTIVE BARRIER (continued)
Step Six:
Install pre-cut flashing
over the window head
flange by removing release
paper, exposing the adhe-
sive. Roll firmly into place.
Mechanically fasten head
flashing at top outermost
corners, as necessary.
71 Step Seven:
Remove temporary secure-
ment of weather -resistive
harrier above header. Fold
over head flashing. Seal
with weather -resistive
barrier seam tape.
Install siding and flushing below window as per siding
manufacturer's or Vinyl Siding Institute recommendations.
Step Fight:
Flashing should be long
enough to direct water
over the nailing flange of
the last course of siding
see Detail VCRDET-107).
Trim excess flashing that
hangs below the nailing
flange.
Discard in appropriate
manner.
Note: These same steps
can he used for other
accessory openings
i.e. under doors,
electrical outlets).
Flashing Application instructions for Doors
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.
13
46,a
I
Step Two:
Install the weather -
resistive harrier as per
manufacturer's recom-
mendation. Gutoutthe
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
VGRDET-201.
Repeat on other side.
Note: Bowtie corner
patch option is shown
in photo.
For door installation detail refer to page 35 (VCRDET 200).
For deck installation detail refer to page 37 (Detail VCRDET-
300). For complete deck installation guidelines consult the deck
section of this book.
Head flashing tie-in instructions:
Flanged Window VCRDET-10o 1. Cut, fold up and temporarily secure 3:2weather -resistive barrier above header toOuFlashingInstallationAfterWeather -Resistive Barrier allow for flashing installation Ou
2. Install Grace Vycor Plus head flashing
WEATHER-
FOLD UP WEATHER- under Weather -resistive barrier
MECHANICALLY FASTEN RESISTIVEASNECESSARYIN
RESISTIVE BARRIER &
TEMPORARILY SECURE 3. Fold weather -resistive barrier back Over
CORNERS THROUGH BARRIER
head flashing and seal with tapeGRACEVYCOePLUS
EXTERIOR Notes:
1.
For the most cur rent details, installation WEATHER- ,; ,
SHEATHING
video and product information, see our 4 SILLPLATE
web site at www.graceconstruction_com TAPE '
Q ;
SEE
VCRDET-106 FOR
OPTIONS) 2. RIPCORD° (Split Release on Demand) can 3 =
be removed from Grace Vycor Plus for s(
ASSEM9lIDVANOPN) u
Y ' ease of installation 3.
Remove weather -resistive barrier from top GRACE
VYCOR®PLUS of window sill plate 4.
Install Grace Vycor Plus in order shown
by numbers DO
NOT RASH OVER BOTTOM
NAILING RANGE 5. Install Grace Vycor Plus and weather - resistive
barrier to form water -shedding laps 6.
Detail also relevant for Grace Vycor V40 Flanged
Window WRDE--1o1 Option
1- Low Exposure Notes:
EXTERIOR
SHEATHING
1. For the most current details, installation video NAILING
FLANGE and product information, see our web site at wwm.
graceconstruction.co m MECHANICALLY
FASTEN AS ' - NECESSARY
IN CORNERS THROUGH 2. RIPCORD® (Split Release on Demand) can be GRACE
VYCOR® PLUS ; SILL PLATE removed from Grace Vycor Plus for ease of SEE
VCRDET-106 installation FOR
OPTIONS) 3.
Install Grace Vycor Plus in order as shown 3
C
r
by numbers 1
l 1 G
t 4. If applicable, leave release paper on lower GRACE ; '
GRACE® half
of sill flashing until future tie-in VYCOR®
PLUS VYCOR PLUS 5. Install Grace Vycor Plus and weather -resistive barrier
to form water -shedding laps 6.
Detail also relevant for Grace Vycor V40 DO
NOT FLASH OVER BOTTOM
NAILING FLANGE 1
Flanged Window VCRDET-102
Option 2 - AAMA Recommendation
Notes:
MECHANICALLY
NECESSARY IN (
GRACE VYCOR®
GRACE
VYCOR@ PLUS
DO NOT FLASH c
BOTTOM NAILING FLANGt
1. For the most current details, installation video
and product information, see -our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor° Plus for ease of
installation
3" Install Grace Vycor Plus in order shown
by numbers
4. If applicable, leave release paper on lower
half of sill flashing until future tie-in
5. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
6. Detail also relevant for Grace Vycor V40
Flanged Window VCRDET-103
Option 3 - Severe Exposure
Notes:
MECHANICALLY FASTEN AS---- '
RY IN CORNERS •-
EXTERIOR
SHEATHING 1. For the most current details, installation
NECESSARY R` video and product information, see our webGRACE _
VYCOR PLUSTHROUQH 3 . site at www.graceconstruction.com
2. RIPCORD' (Split Release on Demand) can be
SILL PLATE removed from Grace Vycor' Plus for ease of
r
SEE VCRDET-106
FOR OPTIONS) installation
3. Install Grace Vycor Plus in order shown by
numbers
Z.
GRACE 4. If applicable, leave release paper on lower
GRACE VYCOR® PLUS half of sill flashing until future tie-inVYCOR® ;
PLUS
r ,. 5. Install Grace Vycor Plus and weather-resis-
tive barrier to form water -shedding laps
6. Detail also relevant for Grace VycorV40
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
Half Round Window VCHET--104
Option 1 - Low to Moderate Exposure
EXTERIOR SHEATHING
REFE .TO TECHNICAL
LETi-ER#'I ON CHEMICAL
COMPATIBILITY WnN • ,
NAILING FLANGE //
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
GRACE®
VYCOR PLUS
CORNER PATCH -
SEE VCRDET-504
FOR OPTIONS)
Notes:
1. For the most current details, installation video
SILL PLATE and product information, see our web site atSEEVCRDET-105
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
vYCOR 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 VycorV40
Half Round 'r indoW V.CRDE-r-105
Option 2 - Severe Exposure Notes:
EXTERIOR SHEATHING 1. For the most current details, installation video
and product information, see our web site at
REFER TOTECHmCAL _ _ www.graceconstmction.com
LEITER#1 ON CHEMICAL""
COMPATIBILITY WITH _ =_._
J"""
SILL PLATE 2. RIPCORD® (Split Release on Demand) can beLANAILINGFLANGE _' _ - ' ' SEEVCRDET-106 __- _ - _ _
FOR OPT1ONs) ' _\ _ _ removed from Grace Vycor Plus for ease of
GRACE -_ -:_
vYCOR® PLUS
installation
3. Install Grace Vycor Plus in order shown
by numbersGRACE
vYCOR® PLUS
4. Mechanically fasten as necessary
5. If applicable, leave release paper on lower
half sill flashing until future tie-inof
4 6. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
DO NOT FLASH OVER
BOTTOM NAILING FLANGE - 7. Detail also relevant for Grace Vycor V40
Sill Plate OptiOHS VCRDET-106
OPTION - A
NOTE #2 J
7 WALL SHEATHING
VINYL
GRACE VYCOR0 PLUS
WOODEN
SIDING
SILL PLATE
OPTION - B Notes:
1. For the most current details, installation
CORNER PATCH OR video and product information, see our
COMPATIBLE SEALANT web site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
WOODEN be removed from Grace Vycor°°Plus forFURRING
STRIP ease of installatioo
3. Remove weather -resistive barrier from
SILL PLATE top of windowsill plate
SEE NOTE 4. Install sill flashing as shown at left
WALL SHEATHING J
Tie-in with Vinyl Siding at Window Sill VCRDET-107
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 barrierfrom 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 LIV
7. Install Grace Vycor Plus around remaining window unit per
Grace Window Details (VCRDET-100 to 105)
HEATHER RESISTIVE
3ARRIER (OPTIONAL) 8. Detail also relevantfor Grace VycorV40
9. Leave release paper on or other bond breaker between Grace
Vycor Plus and vinyl
Outside Corner UCRDET-5DD
WEATHER RESTS
BARRIER (OPTIO
GRACE
VYCOR® PLUS
Wall -to -Wallall outside Corner VCRDET-501
GRACE
VYCOR
PLUS
SIDING
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
IEATHING 2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
4. Mechanically fasten as necessary
5. Install Grace Vycor Plus and weather -resistive
barrierto form water -shedding laps
GRACE
VYCOR® PLUS 6. Detail also relevant for Grace VycorV40
ET-504 FOR OPTIONS)
R
S
Notes:
1. For the most current details, installation
video and product information, see our web
site at www.graceconstructiDn.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Install Grace Vycor Plus and weather -resis-
tive barrier to form water -shedding laps
4. Extend Grace Vycor Plus beyond joint
between siding and comer post/boards
5. Install Grace Vycor Plus on outside comer
for the height of the wall
6. Detail also relevant for Grace Vycor V40
Inside Corner VCRDEr--502
RUBE.
ASPK
Wall -to -Wall Inside Corner VCRDET-503
VINYL SIDING
VYCOR'
SIDING
RUBBERIZED
ASPHALT ADHESIVE
BEFORE FOLDING, SCORE REIFASE PAPER
TO EXPOSEADHESNE AS SHOWN)
FASTEN AS NECESSARY IN
iUGH GRACE UNDERLAYMENT
WOOD SIDING
Notes:
1. For the most current details, instal lation
video and product information, see our web
site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Use a square piece of membrane (3 inches x
3 inches minimum) for inside corner
4. Use RIPCORD (Split Release on Demand)
for ease of installation and to minimize
scoring release paper
5. Fold as shown by arrows
6. Angle of corner may vary, adjust folding of
the membrane accordingly to fit tightly to
comer .
7. Install Grace Vycor Plus and weather -resistive bar-
rier to form water -shedding laps
8. Detail also relevant for Grace VycorV40
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 water -shedding
laps
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 relevantfor Grace VycorV40
Corner Detailing Patch Options VCRDEF-504
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 Vycoro 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
PACH-A Option-
B PATCH-
B Option-
C PATCn-,
RELIEF
CUT
rJA
1 l'R-n INSTALLED
AT CORNER r/
11'i l-w INSTALLED
AT CORNER PATCH-
C INSTALLED
AT CORNER
Foundation Sill Plate VCRDET--5o5
Option 1
WEATBARRIER nBARRIER (OPTIONAL)
EXTERIOR -
SHEATHING
GRACE
VYCOR® PL
Foundation Sill Plate VCRDET--506
Option 2
WEATHER -RESISTIVE
BARRIER (OPTIONAL)-j
EXTERIOR -
SHEATHING
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
STUD WALL be removed from Grace Vycor Plus for
ease of installation
SILL SEAL
3. Install Grace Vycor Plus in order shown by
GRACE VYCORO numbers
PLUS
4. Install Grace Vycor Plus and weather-resis- FOUNDATION
WALL tive barrier to form water -shedding laps
5. If priming is necessary, use Perm-A-Barrier`
s
WB Primer to promote adhesion to concrete
B. Detail also relevant for Grace Vycor V40
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
STUD WALL removed from Grace Vycor Plus for ease of
installation
SILL SEAL 3. Install Grace Vycor Plus in order shown by
GRACE VYCORS numbers
PLUS
4. Install Grace Vycor Plus and weather -resistive
FOUNDATION barrier to form water -shedding laps
WALL
5. If priming is necessary, use Perm -A -Barrier
WB Primer to promote adhesion to concrete
6. Detail also relevant for Grace Vycor V40
Georgia-Pacific
DensArmor'rlus 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 are
highly resistant to the growth of mold, and have scored a 10, the highest level of
performance for mold resistance under ASTM D3273 test method.
The core of DensArmor Plus panels is reinforced with fiberglass, increasing the
product's strength. The treated core and the coated facings made with fiberglass
offer greater moisture resistance and improved dimensional stability than regular
gypsum board. The product resists warping, rippling and buckling.
They have a tapered edge to receive joint treatment The field of the board can be
finished in the same manner as regular gypsum board.
DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold
Certified for low emissions of volatile organic compounds (VOCs) by a leading
third -party organization, UL Environment In addition, DensArmor Plus Interior
Panels are listed as GREENGUARD microbial resistant This listing means
DensArmor Plus Panels, which feature fiberglass mats instead of paper facings
used on the surface of traditional gypsum board products, resist mold growth.
The microbial resistant test is based on ASTM D6329, a testing standard set
by ASTM International, which develops testing guidelines and procedures for
building materials, products, systems, and services.
DensArmor Plus Panels also are listed in the Collaborative for High Performance
Schools° (CHPS®) 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
wit f s r"ews 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
n.to
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 E136 or
CAN/ULC S114.
5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP.
1/2" and 5/B" DensArmor Plus° Fireguard CO panels are UL and ULC Classified
Type DAPC.
Decoration
DensArmor Plus Interior Panels are designed to accept most types of paints,
textures and wall covering materials. Because of the enhanced moisture- and
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 comers.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/satetyinfo
or call 1-404-652-5119.
Applicable Standards
Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177.
continued —p
Georgia-Pacific
Technical Service Hotline 1.800.225,6119 orDensArmorusum.comInteriorPanelsww'w•gpgyps .
Sizes and Edges
DensArmor Plus Thickness: 1/2" 02.7 mm); Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered
DensArmor Plus Freguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm);
Lengths: B'-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" 0 5.9 mm); Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered
Physical Properties
Installation
DensArmor Plus® Interior Panels should be installed according to the most current
versions of Gypsum Association Publication GA-216 "Application and Finishing of
Gypsum Board for Non -Fire -Rated Construction."
For fire -rated installations, the installation and details shall be in conformity with
those assemblies published in the Gypsum Association fire Resistance Design
Manual GA-600, UL and ULC Fire Resistance Directories.
Thickness, nominal' 1/2" 02.7 mm)
1/64" (0.4 mm)
1/2" (12.7 mm)
1/64" (0.4 mm)
5/8" (15.9 mm)
1/64" (0.4 mm)
5/8" (15.9 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' 0219 mm)
3/32" (2.4 mm)
Length, standard' 8' (2438 mm) to
12' (3658 mm)
B' (2438 mm) to
12' (3658 mm)
8' (2438 mm) to
12' (3658 mm)
8' (2438 mm) to
12' (3658 mm)
1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (5.4 mm)
Weight', nominal, lbs./sq. ft., (Kg/m2) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1)
Edges Tapered Tapered Tapered Tapered
Permeancey, Perms (ng/Pa • s • m2) 10 (570) 10 (570) 10 (570) 10 (570)
Linear expansion with moisture change,
inAn %RH (mm/mm %RH) 6.25 x 101 6.25 x 10' 6.25 x 10-' 6.25 x 101
Coefficient of thermal expansion,
inAn/°F (mm/mm/'C) 8.5 x 105 (15.3 x 10) 8.5 x 10-1 (15.3 x 10-6) 8.5 x 10-1 (15.3 x 10) 8.5 x 10-6 (15.3 x 10-9
Flexural strength, parallel, Ibf.a' (N) z80 (356) Z80 (356) z100 (444) z100 (444)
Flexural strength, perpendicular, Ibf.3•' (N) z1 DO (444) z100 (444) Z140 (622) 2140 (622)
Value', ft2- °F• hr/BTU (in 5.D99)R
67 (0.118) 67 (0.118)
rnrnh"i f.bi!itv6 Noncombustible Noncombustible Noncombustible Noncombustible
Nail pull resistance, Ibf.3•' (N) z80 (356) ztM (356) 2:90 (400) 2-90 (400)
Hardness core, edges and ends, Ibf. (N) z15 (67) z15 (87) 2:15 (67) z15 (67)
Water absorption I% 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/D
flamespread Ismoke developed 0/0 0/0 0/0
Humidified deflection" S2/8" (6.4 mm) 52/8" (6.4 mm) 51/8" (3 mm) 51/8" (3 mm)
Bendino radius' 6' 11829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm)
Represents approximate weight for design and shipping purposes 5 Double fasteners on ends as needed
2 Tested in accordance with ASTM C518 5 As defined and tested in accordance with ASTM E136 or CAN/ULC S114.
Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E95 (dry cup method)
4 Specified values perASTM C1658 and ASTM C1177
Georgia-Pacifichi,
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 1-800-876-4746
South Central: 1-800-231-6060
Southeast 1-800-327-2344
Northeast 1-800-947-4497
CANADA Canada Toll Free:1-809-387-6823
Quebec Toll Free: 1 -800-361-0485
TECHNICAL INFORMATION
U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com
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 wvvw.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.huildgp.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.
2074 Georgia-Pacific Gypsum U.C. All rights reserved. 1/14. GP-iM Lit Item E3224EL
Georgia-Pacific
Dens(Glass Technical 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 resistantto
delamination and deterioration due to weather exposure —even during construction
delays that last as long as twelve months after installation and are backed by a
limited warranty against delamination and deterioration for up to 12 months of
exposure to normal weather conditions' DensGlass Sheathing panels are also
mold -resistant, and have scored a 10, the highest level of performance for mold
resistance under ASTM D3273 test method.
DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping,
rippling, buckling and sagging for a flat and even substrate and is noncombustible
as defined and tested in accordance with ASTM E136 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 warn 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 resistantto 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
nnta
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 DensDeck® Roof Board brochure.
DensGlass Sheathing is not intended for interior or exterior the applications. For
interior tile applications, consult our DensShield® Tile Backer brochure.
DensGlass Sheathing should not be used in lieu of plywood where required.
Do not apply DensGlass Sheathing below grade.
For all installations, design details such as fasteners, sealants and control joints
per system specifications must be properly installed. Openings and penetrations
must be 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 E136 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 5102.
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 ± 1/8" (3.2 mm)
Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard
Edges: Square
continued----)--
14k. Georgia-Pacific
e nsPasso Technical Service Hotline 1.800.715.6119 or
Sheathing 1 ' www.gpgypsum.com
Properties
Width, nominal 4' (1219 mm) ± 1/8" 13 mm) 4' (1219 mm) ± 1/8" (3 mm)
Length, standard 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm),
0 10' (3048 mm), ± 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm)
Weight, nominal, lbs./sq. ft. (Kg/m') 1.9(9) 2.5(12)
Bending radius'
6' (1829 mm) 8' (2438 mm)
Racking strength', lbs./ft (dry) (N/m), Ultimate —not design value >540 (7878) >654 (9544)
Flexural strength'-', parallel, Ibf. (N), 4' weak direction zBO(356) z100 (445)
Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa)
Humidified deflection'' <2/8" (6 mm) <1/8" (3 mm)
Permeance',Perms (ng/Pa•s•m') >23(1300) >17(970)
R Value', ft'-' F•hr/BTU (m'•K/W) .56 (0.099) .67 (0.118)
m •_ ; ,;,,,, Noncombustible Noncombustible
Linear expansion with moisture change, in/in %RH (mm/mm %RH)' 6.25 x 10' 5.25 x 101
Surface burning characteristics per ASTM E84 or 0/0CAN/ULC S102: flame spread/smoke developed 0/0
Coefficient of thermal expansion, 8.5 x 10-1
15.3 x 10-')'
8.5 x 101
15.3 x 10-1),
in/in/°F (mm/mm/°C)
Tested in accordance with ASTM C473 .
z Tested in accordance with ASTM E96 (dry cup method)
3 Tested in accordance with ASTM C518 (heat flow meter)
4 Specified values perASTM C1177
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 1-800-876-4745
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-BOO-351-0486
TECHNICAL INFORMATION
U.S.A. and Canada:1-899-225-6119, www.gpgypsum.com
2014 Georgia-Pacific Gypsum I.I.C. All rights reserved 1/14. 6P-TM Lit- Item 5322511
e Double fasteners on ends as needed
Tested in accordance with ASTM E72
As defined and tested in accordance with ASTM E136 or CAN/ULC S114
e As stated by Gypsum Association GA 235
s Tested in accordance with ASTM EZ28-85
TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific
Gypsum H C.
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 ourwebsite at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www,huildgp.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 ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that
either a particular assembly/system incorporating the product, or any given piece of the 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.
Florida Building Code Online
Page 1 of 1
h;` l s r ; '+" 3°.. 7 a 4x ii _: 'S ®lizk^lt,.° :. •- i 1 (L.{Il4a°
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Product Approval
c=
USER: Public User
Product Ao_ omval Menu > Product or Application Search > Application List
Search Criteria
Code Version 2014
Application Type ALL
Category
ALL
Application Status ALL
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Approved for use in HVHZ ALL
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other
Al
Refine Search
14634
FL# ALL
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ALL
Subcategory ALL
Compliance Method
Quality Assurance Entity Contract Expired ALLAU.
Product Description
Approved for use outside HVHZ
ALL
ALL
Design Pressure
Validated By Status
FL# Type Manufacturer
Locke Bowden Approved
FL14634-R2 Revision Ply Gem Windows (334)'300-1800
Category: Exterior Doors
History Subcategory: Sliding Exterior Door Assemblies
Commission if necessary.
contact us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824
The State of Florida is an AA/EE0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement ::
sed in ponessP.
cca. to a public-recordsu
tatement ::
request,
Statement
n t send
Under Florida law, email addresses are public records. if youhoe or byanttraditionalour e-mail
mail. If you havleaarry questions please onitact 50.487.1395. *Pursuant to
electronic mail to this entity. instead, contact the office by p YSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address itheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email 455,s
which can be
click
made available to the public. To determine if you are a licensee under
Chapter
Product Approval Accepts:
m 0 im
utU[itV 11-IItICti<
4.1 /,)o i')n17
Florida Building Code Online
Page 1 of 2
fr `.. .-AX-1 r,>s`<`T'pt-, ems-
pE!l..y { }+,.,i ," 0.1g22J_ E l{y 4
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Florida
Product Approvalr0USER: Public User
LndF:,rxo: Product Approval Menu > Product or Aooliation Search > AVPlica[ion List > Application Detail
FL14634-R2
FL #
Application Type
Revision
Code Version
2014
Approved
Application Status
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
Adam Blomberg
ablomberg@plygemwindows.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Exterior Doors
Category
Sliding Exterior Door Assemblies
Subcategory
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
PE-73778
Florida License National Accreditation & Management Institute
Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2018
Validated By
Locke Bowden
2 Validation Checklist - Hardcopy Received
Certificate of Independence
FL14634 R2 COI COI PLY GEM SS 2015-02-19.odf
Year
Referenced Standard and Year (of Standard) Standard
1997
AAMA/NWWDA 101/I.S.2
2002
ASTM E 330
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Method 1 option D
Florida Building Code Online
Page 2 of 2
Date Submitted 04/22/2015
Date Validated
04/30/2015
Date Pending FBC Approval 05/12/2015
Date Approved
06/23/2015
Date Revised 10/12/2017
summary of Products
FL # Model, Number or Name Description
14634.1 I Builder Series 4780
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-50
Other: Without sill riser
14634.2 1 Builder Series 4780
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: +50/-50
Other: With sill riser
14634.3 I Builder Series 4780
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure., +30/-30
Other: Non -reinforced. See installation detail for available
sizes and configurations.
14634.4 I Builder Series 4780
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Reinforced. See installation detail for available sizes
and configurations.
Sliding Glass Door (XX)
Installation Instructions
FL14634 R2 II PGW063 SS 2015-01-02.pdf
Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14634 R2 AE PER3054 SS 2015-01-02.odf
Created by Independent Third Party: Yes
Sliding Glass Door (XX)
Installation Instructions
A 14634 R2 II PGW063 SS 2015-01-02.odf
Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14634 R2 AE PER3054 SS 2015 01-02.Ddf
Created by Independent Third Party: Yes
Sliding Glass Door
Installation Instructions
FL14634 R2 II PGWO64 SS 2015-01-02.odf
Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14634 R2 AE PER3055 SS 2015-01-02.Ddf
Created by Independent I hird Party: Yes
Sliding Glass Door
Installation Instructions
FL14634 R2 II PGW065 SS 2015-01-02.12df
Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14634 R2 AE PER3056 SS 2015-01-02.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road Tallahassee FL 37399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovright 2007-201a Mate of Florida.:: Privacy Statement :: Acressibillty Statement :: Refund Statement p
do not send Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response contact
50.487Q3395. *Pursuant toelectronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have an questions, please nseeserChapter455, F.S. must provide the Department an email ve
2, lice Section
they
have 5
n7e.
lThe emalls provided maybe used for officiallcommuni licensed
withthedlicensee. However email address are public record. If youdo not wasrh tof
supply
a personal address, please provide the Department with an email address which W
leasen
be made here_.
available
to the public To determine if you are a licensee under a
ChaptProduct
Approval Accepts: yM ®
ER Credit
Safe
KGt1T111
mET81cs
INSTALLATION NOTES;
1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF 11/2 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (LE., 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 SHIM(S). MAXIMUM ALLOWABLESHIM STACKTO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
S. FOR INSTALLATION INTO WOOD FRAMING, USE N12 WOOD SCREWS
OF SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM
EMBEDMENT.
6. FOR INSTALLATION THROUGH 1X SUCKTO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH ELCO
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/21NCH MINIMUM
EMBEDMENT.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION
RESISTANT COATING,
PLY GEM WINDOWS
BUILDER SERIES 4780 ALUMINUM
SLIDING GLASS DOOR (2-PANEL)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE, EXCLUDING HVHZ.
AAMA/NWWDA 10111.3.2-97
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.
3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPDNSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD
FORTHE 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6
7. GLASS MEETS THE REQUIREMENTS OF ASTM E13D0 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.
9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION 8, DESIGNATIONS "X"AND 110"STAND FOR THE FOLLOWING:
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED X: OPERABLE PANEL
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR101NT INTO FACE 0: FIXED PANEL
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.S5.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90.
MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI.
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
L A INSTALLATION d GENERAL NOTES
2 _ ELEVATION A ANCHOR LAYOUT
3 _ VERTICAL SECTIONS
4 - HORIZONTAL SECTIONS d GLAZING DETAIL
PayGEA
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433 N. MAIN ST., PO BOX 559,
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Date: 2015.01.0213:02:52-05-00'
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GLAZING DETAIL 1 GLASS THICYNE55ANDTYPE
SHALL COMPLY WITH ASTM E 1300
REQUIREMENT GLA55 CHARTS.
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Page 1 of 1
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Search
Florida
lie%:£ 5 Product Approval
s USER: Public User
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Search Results - Applications
Validated BStatus FL#
Type Manufacturer y
FL9174-
R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Kurt Dietrich PE Approved Category:
Exterior Doors (704)
S64-6867 Histo
Subcategory: Sectional Exterior Door Assemblies Aooroved
by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the commission if necessary Contact
Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone- 850-487-1824 The
State of Florida is an AA/EE0 employer. rouvri^ht 2007-2013 State of Florida.:: PriVacv Statement :: Accessibility Statement :: Refund Statement Under
Florida law, email addresses are public records. If you do not want your e-mail address released in oon to'apleasp blltact ic-recordsrequest, o not and o electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, 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 haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply apersonaladdress; please provide the Department with an email address which can n behemde
available
to the public To determine if you are a licensee under Chapter dick
Product Approval
Accepts: 0 ® r
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cs
Florida Building Code Online
Page 1 of 6
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Florida
r re _
Product Approval
USER: Public User
lnationDetaiCncv?'/F,r3nm Product Aooroval Menu > P duct or AooliCation Search > Aoolication List > App'
FL9174-R11
FL #
Application Type
Revision
2014
Code Version
Approved
Application Status
Approved
Comments
set to re -apply per applicants request 4/28/15-rb
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 Greg Taylor
gtaylor@Wayne-Daiton.com
Technical Representative Greg Taylor
3395 Addison Drive
Address/Phone/Email Pensacola, FL 32514
850) 474-9890
gtaylor@wayne-dalton.com
Quality Assurance Representative
Address/Phone/Email
Exterior Doors
Category Sectional Exterior Door Assemblies
Subcategory
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 John E. Scates
the Evaluation Report
PE-51737
Florida License IntertekTesting Services NA, Inc.
Quality Assurance Entity
Quality Assurance Contract Expiration Date 06/27/2038
Validated By
Kurt Dietrich PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL9174 R11 COI Cert of Ind Scates 2011 s odf
Year
Referenced Standard and Year (of Standard) andard
2002DASMA-108
DASMA-115
20D5
Equivalence of Product Standards
Certified By
Sections from the Code
Florida Building Code Online
Page 2 of 6
Product Approval Method Method 1 Option D
Date Submitted
04/06/2015
Date Validated
04/28/2015
Date Pending FBC Approval
OS/04/2015
Date Approved
06/23/2015
Date Revised
08/11/2017
FL #
5120
l, Number or Name
9174.1 / 6100. 9100 #0228
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
impact Resistant: Yes
Design Pressure: +26.90/-30.80
Other:
9174.2 15120 / 6100 / 9100 #0229
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.30/-17.00
Other: Doors with glazing shall not be used in the
wind-borne debris region unless protected or unless
structure is designed as partially enclosed or door is a
replacement door.
9174.3 15120 / 6100 / 9100 #0230
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +25.90/-28.80
Other:
9174.4 15120 / 6100 / 9100 #0231
Description
9' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL9174 R11 II 0228 318958 P7.odf
FL9174 Rll II Track Suoolement Chart P10.odf
FL9174 RI l II WDJambSuoolementPl6 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Created by Independent Third Party: Yes
Evaluation Reports
A 9174 Rll AE ASTM A 653.odf
FL9174 R11 AE Eval Re 9100 ri s.odf
FL9174 R11 AE FLO9174 r9 Affrmation for FBC 5th 2014s.odf
Created by Independent Third Party: Yes
16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL9174 Rii II 0229 318959 P8.odf
FL 174 R11 II Track supplement Chart P10.odf
FL9174 Rli II WDJambSuoolementP16 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Created by independent Third Party: Yes
Evaluation Reports
FL9174 R11 AE ASTM A 653.odf
F1.9174 Ril AE Eval Reot 9100 rl s.odf
FL9174 Rli AE FL09174 r9 Affirmation foll FBC 5th 2014s.odf
Created by Independent Third Party: Yes
16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL9174 RI I II 0230 318960 P10.odf
FL9174 R11 II Track Suoolement Chart P10.odf
FL9174 RS1 II WDJambSuPnlementP16 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Created by Independent Third Party: Yes
Evaluation Reports
F1.9174 Rll AE ASTM A 653.odf
F19174 R11 AE Eval Reot 9100 rl s.odf
1`19174 Ril AE FL09174 r9 Affirmation for FBC 5th 2014s.odf
Created by Independent Third Party: Yes
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-borne debris region unless protected or unless
structure is designed as partially enclosed or door is a
replacement door.
9174.5 15120 / 6100 / 9100 #0234
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:
16' Max width. 8'-9" Max height. Max section height 21". Solid only
no glazing available.
Installation Instructions
FL9174 Rll II 0231 318996 PS.odf
F1 9174 R11 II Track Supplement Chart P10 odf
F1.9174 R11 II WD3ambSuoolementPl6 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R11 AE ASTM A 653.odf
FL9174 R11 AE Eval Rent 9100 rl s.odf
FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf
Created by IndependentThird Party: Yes 9'
Max width. 8'-9" Max height. Max section height 21". Glazing available
in top or intermediate section. Installation
instructions FL9174
R11 II 0234 319022 P5.odf FL9174
Rll II Track Supplement Chart P10.odf FL9174
R11 II WDJambSuoolementP16 s.odf Verified
By: John E. Scates P.E. FLORIDA PE 51737 Created
by Independent Third Party: Yes r,_..
r-141-2ny,)nl7
Florida Building Code Online
Page 3 of 6
Evaluation Reports
FL9174 R11 AE ASTM A 653 odf
F1.9174 R11..- Eval Re 9100 rl s.odf
Ril AE FL09174 r9 Affirmation for FBC Sth 2014s.odfFL9174
Created by Independent Third Party: Yes
5120 6100 910O235 Maxe 81 height. Max height 21". Glazing
9174.E ate section.
on
evai abl' n top or intermediate
Installation Instructions
Limits of Use
Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.Ddf
FL9174 Rll II PS
Approved for use outside HVHZ: Yes lem ndfFL9174RllIITrackSuoolementChart P10.adfTrackS
Impact Resistant: Yes
Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementPl6 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 Ril AE ASTM A 653.odf
FL9174 R11 AE Eval Reot 9100 rl s.Ddf
FL 174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Qdf
Created by Independent Third Party: Yes
5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing
9174.7 available in top or intermediate section.
Installation Instructions
Limits of Use
Approved for use in HVHZ: No FL9174 R11 II 0232 318999 PS.odf
FL9174 R11 II Track Supplement Chart P10.00fApprovedforuseoutsideHVHZ: Yes FL9174 R11 II WDJambSuoolementPl6 s.Ddf
Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA HE 51737
Design Pressure: +12.40/-13.80
Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes
wind-borne debris region unless protected or unless Evaluation Reports
F19174 Rll AE ASTM A 6S3.odfstructureisdesignedaspartiallyenclosedordoorisaFL9174R11AEEvalReot9100 rl s.Ddf
replacement door. FL 174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf
Created by Independent I nird Party: Yes
5120 / 9100 :#02733 18' Max width. 8'-9" Max height. Max section height 21". Glazing
9174.8 available in top or intermediate section.
Installation Instructions
Limits of Use
Approved for use in HVHZ: No FL9174 R11 II 0233 312000 P5.odf
Track Suoolement Chart P10.Ddf
Approved for use outside HVHZ: Yes F1 9174 R11 II
FL9174 RI II WDJambSuoolementPl6 s.Ddf
Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737
Design Pressure: +18.50/-20.70
Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes
wind-borne debris region unless protected or unless
designed as partially enclosed or door is a
Evaluation Reports
FL9174 R11 AE ASTM A 653 odf
structure is FL9174 R11 AE Eval Re 9100 rl s.odf
replacement door. FL9174 Ril AE FL09174 r9 Affirmation for FBC Sth 2014s.12df
Created by Independent Third Party: Yes
5120 / 9100 #0236 is' Max width. 8' Max height. Max section height 21'. Glazing
9174.9 available in top or intermediate section.
Installation Instructions
Limits of Use
Approved for use in HVHZ: No FL9174 R11 II 0236 319024 P6.odf
Post.odf
Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1
FL9174 R1 II Track Suoolement Chart P10.Ddf
Impact Resistant: Yes
Design Pressure: +30.00/-33.50 FL9174 Ril II WDJambSuoolementPl6 s.Ddf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R11 AE ASTM A 653.odf
FL9174 R11 AE Eval Reot 9100 rl s.odf
FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf
Created by Independent Third Party: Yes
5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing
9174.10 available in top or intermediate section.
Installation Instructions
Limits of Use FL9174 RI I II 0237 319025 P6.Dd fApprovedforuseinHVHZ: No Fi-9174 RI I II 319040 PI Post.odfApprovedforuseoutsideHVHZ: Yes FL9174 Rli II Track Supplement Chart PSO.Ddf
Impact Resistant: Yes
Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementPl6 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Other: Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R11 AE ASTM A 653.Ddf
FL9174 R11 AE Eval Re ot 9100 rl s odf
FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.12df
Created by Independent Third Party: Yes
9174.11
Florida Building Code Online
Page 4 of 6
5120/514016100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing
0600 I 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: +26.90/-30.80
Other: Doors with glazing shall not be used in the
wind-borne debris region unless protected or unless
structure is designed as partially enclosed or door is
replacement door.
Installation Instructions
FL9174 R11 II 0600 319026 P4.odf
A 9174 R11 II Track Supplement Chart PSO.odf
F19174 RII II WDJambSuoolementP16 s.pdf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 Rll AE ASTM A 653.Ddf
FL9174 R11 AE Eval Reot 9100 rl s.Ddf
FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf
Created by Independent Third Party: Yes
9174.12 5120/S140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing
0601 available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +41.00/-46.30
Other:
Installation Instructions
F1 9174 Rll II 0601 319027 P4.odf
FL9174 R11 II Track Supplement Chart Plu.odf
A 9174 Rll II WDJambSuoplementPl6 s.odf
Verified By: John E. Scates P.E. FLORIDA PE 51737
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R11 AE ASTM A 653.odf
FL9174 Rll AE Eval Re 9100 rl s.odf
FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf
Created by IndependentThird Party: Yes 9174.
13 5120/5140/6100/9100/9400/9600 a6' Max width. ai
able in top o0' Max height. Max r
intermediate section. section
height 24". Glazing 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. Installation
Instructions FL9174
Rll II 0602 319028 PS.odf FL9174
R11 II Track Supplement Chart P10.Ddf F19174
Rll II WD3ambSuoolementPl6 s.Ddf Verified
By: John E. Scates P.E. FLORIDA PE 51737 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
R11 AE ASTM A 653.Ddf FL9174
R11 AE Eval Reot 9100 rl s.pdf FL9174
R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created
by Independent Third Party: Yes 9174.
14 5120/S140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603
available in top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant, No Design
Pressure: +23.00/-25.00 Other:
Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure
is designed as partially enclosed or door is a replacement
door. Installation
Instructions 9L9174
Rll II 0603 319029 P5.odf FL9174
RSi II Track Supplement Chart P10.1)df FL9174
RSS II WD3ambSuoolementPl6 s.pdf Verified
By: John E. Scates P.E. FLORIDA PE S1737 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
R11 AE ASTM A 653.pdf FL9174
R11 AE Eval Reot 9100 rl s.Ddf FL9174
R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created
by independent Third Party: Yes T5120/
5140/610CD)/9100/9400/9600 16' Max height
24" Glazing Maxheight. Maate i9174.15 able top sectionion 0604
Installation
Instructions Limits
of Use Approved
for use in HVHZ: No FL9174
R11 II 0604 319030 P5.odf FL9174
Rll II 19040 PS Post.odf 3Approved
for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact
Resistant: Yes Design
Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementPl6 s.od f Verified
By: John E Scates P.E. FLORIDA PE 51737 Other:
Created by Independent Third Party: Yes Evaluation
Reports F1
9174 Rll AE ASTM A 653.1)df FL9174
R11 AE Eval Reot 9100 rl s.odf FL9174
P11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created
by Independent Third Party: Yes 9174.
16 5120/5140/6100/9100/9400/9600 18' Max able
width.
top
o0' intermediate height.
Max ate
section. ion
height 24". Glazing 0605
Limits
of Use Installation
Instructions FL9174
RI I II 0605 319031 P4.Dd ApprovedforuseinHVHZ: No f
FL9174
R11 II Track Supplement Chart P10.odf ApprovedforuseoutsideHVHZ: Yes FL9174 R11 II WD3ambSuoolementP16 s.odf Impact
Resistant: No Verified By: John E Scates P.E. FLORIDA PE 51737 DesignPressure: +15.30/-17,00 other:
Doors with glazing shall not be used in the Created by Independent Third Party: Yes
Florida Building Code Online
Page 5 of 6
wind-borne debris region unless protected or unless Evaluation Reports
structure is designed as partially enclosed or door is a FL9174 Rll AE EvalMReot 9100 rl s.Ddf
replacement door. F19174 Ril AE FL09174 r9 Affirmation for FBC 5th 2014s.Odf
Created by Independent Third Party: Yes
9174.17 5120/5140/6100/9100/9400/96 axle in topwidth orMax
width. 81 Mnteax hmled ate sectionght. Max . height 24" Glazing 0606
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 replacement
door. Installation
Instructions FL9174
Rll II 0606 319032 P6.pdf FL9174
Rll II 319040 P1 POSE. Of FL9174
Rll II Track SuDolement Chart P10.Ddf FL9174
Rll II WDJambSupplementPl6 s.Ddf Verified
By: John E Scates P.E. FLORIDA PE 51737 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
Rll AE LAM653.pdf FL9174
Ril AE Eval Rept 9100 rl s.odf FL9174R11AEFL09174r9AffirmationforFBC 5th 2014s.Ddf Created
by Independent Third Party: Yes 9174.
18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 06D9
no glazing available. Limits
of Use Installation
Instructions Approved
for use in HVHZ: No FL9174
Rll II 0609 319035 P5.o1f FL9174
R11 II 319040 P1 POst.Ddf Approved
for use outside HVHZ: Yes FL9174 Ril II Track SuDolement Chart P10 odf Impact
Resistant: Yes FL9174 Rli II WDJambSuoDlementPl6 s.odf Design
Pressure: +39.20/-43.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other:
Created by Independent Third Party: Yes Evaluation
Reports FL9174
R11 AE ASTM A 653.1)df FL9174
Rli AE Eval Reot 2100 r1 s.odf FL9174R11AEFL09174r9AffirmationforFBC Sth 20145.Ddf Created
by Independent Third Party: Yes 9174.
19 15140/6100/9400/9600 #0608 Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +18.50/-20.70 Other:
Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure
is designed as partially enclosed or door is a replacement
door. 9
774.20 1 S140/9400/9600 #0607 Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +25.90/-28.80 Other:
Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure
is designed as partially enclosed or door is a replacement
door. 18,
Max width. 8'-9" Max height. Max section height 21". Glazing available
in top or intermediate section. Installation
Instructions P4
odf F'r 9174 Ell II 060E 3 F19174
R11 II Track SuDDlement Chart PSO.odf FL9174
R11 II WDJambSuoDlementP16 s.Ddf Verified
By: John E Scates P.E. FLORIDA PE 51131 Created
by Independent Third Party: Yes Evaluation
Reports FL9174
Ril AE ASTM A 653.pdf F19174
Rli AE Eval Reot 9100 ri s.Ddf FL9174R11AEFLO9174r9AffirmationforFBC Sth 2014s.Ddf Created
by Independenthlyd Party: Yes 16' Max
width. 8'-9" Max height. Max section height 21". Glazing available in
top or intermediate section. Installation Instructions
FL9174 Rii
II 0607 319033 P5.Ddf FL 74
RI 1 II Track Supplement Chart P10.pdf FL9174 Rll
II WDJambSuoplementPl6 s.Ddf Verified By:
John E Scates P.E. FLORIDA PE 51737 Created by
Independent Third Party: Yes Evaluation Reports
FL9174 R11
AE ASTM A 653.Ddf F.9174
R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11AFFLO9174r9AffirmationforFBCSth 2014s.Ddf Created by
Independent Third Party: Yes Contact U`
2601 Blair Stone Road Tallahassee FL 3-2M Rton— ' n50-487-1824 The State
of Florida is an AA/EEO employer. 'b"r;-h' onnv_n13 5*ate of Florida.:: Privacy Statement :: P.,p=sibility Statement :: RCN Statement hone or
by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Under Floridalaw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by P Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with o email address
if they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish n supply
a
personal address, please provide the Department with an emai1 address s whichcan be made please dick
ham. available to
the public To determine If you are a licensee under apter Product
Approval
Accepts: Im i
I
n I'InA-7
N47FS:-
1. SHORT GLAZED PANEL OPTION — .090' MINIMUM
SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER
WITH A MINIMUM OF (6) faxt' SCREWS INSTALLED IN
TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT
DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN
PRESSURES SHOWN ON THIS DRAWING. GLAZING
SHALL HAVE A MAXIMUM HEIGHT OF 13.76" AND A
MAXIMUM LENGTH OF 16.76". GLAZING IS NOT IMPACT
RESISTANT AND DOES NOT MEET THE REQUIREMENTS
FOR WIND—BORNE DEBRIS REGIONS.
2. LONG GLAZED PANEL OPTION — NOT AVAILABLE
WITH THIS OPTION CODE.
3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM
OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF
PANELS MINIMUM 7/16" TO MEET NEGATIVE
PRESSURES.
4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED
5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN
PLACE POLYURETHANE FOAM INSULATION CHEMICALLY
BONDED 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 THE RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE WITH CURRENT
BUILDING CODES FOR THE LOADS LISTED ON THIS
DRAWING.
7. DOOR JAMB TORBE MINIMUM 2x6 STRUCTURAL GRADELUMBER. EFER 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) #Bx1" SCREWS INSTALLED IN THE BOTTOM SECTION.
LOUVERS ARE NOT IMPACT RESISTANT AND DO
NOT MEET THE REQUIREMENTS FOR WIND—BORNE DEBRIS
REGIONS. LOUVERED SECTON REQUIRES OPERATOR
STILE TO BE FACTORY INSTALLED AT THE CENTERLINE
OF THE DOOR. SUPERIMPOSED
DESIGN PRESSURE ODOR
I D OR I UNIFORM LOAD EACH JAMB (PLF) JOHN
E. SCATES, PE 3121
FNROATE DR. CARROLLTON,
TX 75007 FL
PE 51737 TX PE 55308/F2203 PROFESSIONAL
ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION
OF VANOLOAD CONSTRUCTION DETAILS. 13
GA HORIZ ANGLE 13
CA FLAG ANGLE 16
GA MIN HORIZ TRACK6/
18x1-5/8" LAG
SCREWS MIN
3 AS SHOWN)
16
GA MIN VERT TRACK
5/
16x1-5/8" LA SCREW
AT EACH JAMB
BRACKET 1/
4-200/16" TRACK BOLT
AND 1/4-20 HEX NUT
AT EACH JB JAMB BRACKET
LOCATION 15
GA STIFFENED' JAMB
BRACKETS SEE
SCHELDULE FOR QUANITY,
LOCATION, AND
TYPE KEY
LOCK OR SLIDE LOCI - BOTH
ENDS (NOT REQUIRED WITH
OPERATOR — SEE NOTE 4).
SLIDE LOCK SHOWN FOR CLARITY
NOTE* (
4) SECTION SOLID DOOR
SHOWN. SEE SHEET 2 FOR
U—BAR LOCATIONS ON DOORS
WITH OTHER SECTION QUANTITIES
AND SEE NOTE 1 ON
THIS SHEET FOR GLAZING OPTIONS.
EQUAL
TO 12'-0". REVISIONS
ADDED
SUPERW CTURE
AND IFIED
NUMBER OF ENERS
AND CENTER ES
REQUIRED FOR 10WER
DOOR WIDTHS. 5/
10/06 ACIDIFIED
NOTE 8 TO IE
THAT LOUVERS NOT
IMPACT STANT.
6/
6/07 MODIFIED
JAMB CKET
SCHEDULE FOR OPTION.
ADDED LHR CK
DETAIL SHEET 2. 4/
17/08 ADDED
TEXAS LICENSE 4BER
TO TITLE BLOCK. NGED
LOUVER NOTE. REASED
MAX HEIGHT 8'-
9". ADDED HIGH F
AND ROOF PITCH ICK
NOTE. f
4/29/09 UPDATED
TITLE BLOCK T
5/4/10 FOLLOWING
DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4--20x9/16" TRACK BOLT AND NUT. FOLLOWINGDIMENSIONDENOTESQUICKINSTALLJAMBBRACKETINSTALLEDINBUTTERFLYSLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORSWITHHIGHLIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC
PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A WagnerDESIGN (
PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE NAME TEST (
PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/8/06 GIRT na1t®
n IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/5/06 MRB MODELS
5140/9400/9600 SHEET
1 OF 2 A
DIVISION OF OVERHEAD DOOR CORP DRAWING
PART NO. REV. PEN3395
SACOLA, DFL FLORIDADRIVE32514WINDLOAD SPECIFICATION OPTION CODE 0607 319033 [P5
REVISIONS
3 GA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE
IXTURE ATTACHED TO WITH THE (8) PRE —PUNCHED TOP FIXTURE
RE —PUNCHED HOLES / ' - HOLES EACH END FACING UPWARD
J BOTTOM OF U—BAR AND ATTACH THRU END CAP AT
ATH (2) 1/4-14x5/8" EACH END WITH (2) 1/4-14x7 8" /
RIMPTITE SCREWS SELF DRILLING CRIMPTITE SCR WS I
FOR STANDARD TRACK AND (3)
1/4-14x7/e" SELF DRILLING
0 CRIMPTTE SCREWS FOR LOW o•
HEADROOM TRACK (2 OF WHICH
ARE USED TO ATTACHED THE TOP
BRACKET AS SHOWN). IOW HEADROOM TRACKDETAILA
DETAIL A
13 GA ROLLER SLIDE ATTACHED TO
PRE —PUNCHED HOLES IN TOP OF U—BAR PLACE U—BAR OVER INTEGRAL RIB WITH
WITH
GILE IN "SLIDIE In ENSURE
EACH END
ACING)UPWARD AND ATTACH THRU ENDUSEVIEW11td
PROPER ALINT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8"
SELF DRILLING CRIMPTITE SCREWS
15 GA HINGTACHED
FXCFP110N: U—BAR PLACED OVER TOP
RIB ON THE BOTTOM SECTION SHALL ONLY
WITH (4) 1/4x5/8 ATTACHED THRU END CAP AT EACHCRIMPIITESWS (2 OFBE END WITH (1) 1/4-14x7/8" SELF DRILUNG
WHICH ARE TORY
1
CRIMPTITE SCREW LOCATED ON THE
ATTACHED) BOTTOM FLANGE OF THE U—BAR
TO OFIRED
2" NYLON STORMGARD
o•
THETOINNSTEALLDUESCREWSATRANCESTHEENDS
U—BARS, ALL U—BARS SHALL BE
ROLLER_ WITH INSTALLED ON SECTIONS PRIOR TO
4-1/2 STEM
n DETAIL B INSTALLING ROLLER SLIDES AND TOP
FIXTURE ON THE U—BARS. SEE
ATTACHMENT NOTES ON THIS SHEET.
PLACE U—BAR OVER
16 GA HINGLATrACHED INTEGRAL RIB AND ATTACH
WITH (6) 1/8" , WITH (2) 1/4-20x5/8"
SCREWS THRUCRIMPTITE (2 OF
WHICH AREY
CRIMPTITE
PRE —PUNCHED HOLES AT
I ATTACHED,HICH EACH INTERMEDIATE HINGE
ARE FIELD ED INTO LOCATION (i THRU FLANGE
TOP LEAF, OF OF U—BAR AND BOTTOM
WHICH IS FTALLED HINGE LEAF AND 1 THRU
THRU PRE—ED HOLE .- WEB OF U—BAR AND
IN U—BAR) INTEGRAL RIB OF SECTION)
DETAIL C
12 GA BOTTOM BRACKET
WDRILLING
FACTORY ATTACHED WITH PLACE U—BAR OVER INTEGRAL RIB WITH4x5/8"NOT(3) 1/NOTCHDOWN TO CLEAR BOTTOM
CRIMPTITE SCREWSBRACKET AND ATTACH THRU END CAP
AT EACH END WITH (1) 1/4-14x7/8"
SELF DRILLING CRIMPTITE SCREW AS
SHOWN AND USE (1) 1/4-14x7/6" SELF
CRIMPTITE SCREW ACROSS THE
BOTTOM OF THE BOTTOM U—BAR AT
EACH PRE —PUNCHED HOLE AT EVERY
DETAIL D HINGE LOCATION. USE (1) 1/4-2Ox5/8"
CRIMPTITE SCREW AT ALL OTHER
PRE —PUNCHED HOLE LOCATIONS.
JOHN E. SCATES. PE
3121 FNRGATE DR.
CARROLLTON, Tx 75007
FL PE 51737 Tx PE 66308/F2203
PROFESSIONAL ENGINEER'S SEAL PROVOST) ONLY FOR
VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS.
5) SECTION DOORS
WITH (6) 3", 18 GA,
80 KSI U—BARS
LOCATED OVER
INTEGRAL RIBS AS
SHOWN---_
4) SECTION DOORS
IT" (5) 3", 18 GA,
BO KSI U—BARS
LOCATED OVER
INTEGRAL RIBS AS
SHOWN
U—BAR ATTACHMENT NOTES
1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL
RIBS AND ATTACHED THRU PRE —PUNCHED HOLES
WITH (2) 1/4-144/5' CRIMPTITE SCREWS AT
INTERMEDIATE HINGE LOCATION, (
EACH
2) 1/4--1140/8"
SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP
EXCEPT BOTH U—BARS ON BOTTOM SECTION — SEE
DETAIL B AND D THIS SHEET), (2) 1/4-140/8"
CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN
END OF DOOR AND INTERMEDIATE HINGE LOCATION, .
AND (1) 1/4-145/8" CRINPTITE SCREW
APPROXIMATELY 8" FROM EACH END. FOR DOOR
WIDTHS GREATER THAN 12'-0", THERE SHALL BE A
TOTAL OF (20) SCREWS ATTACHING EACH U—BAR
EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL
HAVE A TOTAL OF (1B) SCREWS EACH. FOR DOOR
WIDTHS LESS THAN OR EQUAL TO 12'-0 THERE
SHALL 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 (8) PRE —PUNCHED
HOLES IN THE TOP OF EACH END USED FOR
ATTACHMENT OF THE ROLLER SLIDES AND THE (62PRE —PUNCHED HOLES IN THE BOTTOM OF EACH NO
USED FOR THE ATTACHMENT OF THE TOP.FIXTURE
AND UNLESS NOTED OTHERWISE ON THIS
SPECIFICATION DRAWING, ALL PRE —PUNCHED HOLES
IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR
WITH 1/4-140/8" CRIMPTITE SCREWS.
3. 18 GA U—BARS SHALL BE STAMPED "46"
APPROXIMATELY 8" FROM EACH END.
a nM®
STATIC PRESSURE RATINGS APPROVED SIZES SC
DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0"
TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" OR
IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHDaltonMODELS5140/9400/9600
WINDLOAD SPECIFICATION OPTION CODE 0607
DIVISION OF OVERHEAD DOOR CORP
PEN3395SACOLA. DFLORIDADRIVE32514
LOADS
RIFlEO NUMBER OF
ITENERS AND CENTER
GES REQUIRED FOR
RROWER DOOR WIDTHS.
B 5/10/06
MODIFIED NOTE 8 TO
NTE THAT LOUVERS
E NOT IMPACT
SISTANT.
T 6/6/07 "
MODIFED JAMB
ACKET SCHEDULE FOR
T OPTION. ADDED LHR
ACK DETAIL SHEET 2.
IT 4/17/OB
F ADDED TEXAS LICENSE
JMBER TO TITLE BLOCK.
1ANGED LOUVER NOTE.
CREASED MAX HEIGHT
0'-9 ADDED HIGH
FT AND ROOF PITCH
TACK NOTE.
RT 4/29/09
5 UPDATED TITLE BLOCK
FIT 5/4/10
N.T.S. SIZE: A
DATE NAME
3/8/06 GRT
ED 4 66/06 MRB
SHEET 2 'OF 2
DRAWING PART NO. REV.
319033 P5
PLATE LOCATION
DHEDULE
14"
MAX
12"
MAX
12" SEE CLIP DETAIL
MAX i .! •
1 12"
MAX
12" LIP LOCA11ONS
MAX SEE SCHEDULE
12"
MAX TRACK
CLIPS TO BE EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THIS PAGE.
JOHN E. SCATES, PE
3121 FAIRGATE DR.
CARROLLTON, TX 75007
FL PE 51737 TX PE 56305/F22D3
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINOLDAD CONSTRUCTION DETAILS,
13 GA MIN
CONTINUOL
WALL ANGI
11 GA MIN
CLIP SEE
SCHEDULE
13 GA MIN
CONTINUOUS
WALL ANGLE
2) 1 /4" X
7/16 SEMI
TUBULAR
RIVITS
11 GA MIN
CLIP SEE
SCHEDULE -
RSW/>--
o.
13 GA MIN
CONTINUOUS
WALL ANGLE
2
RACK
3) 1 /4"-20 TRACK
OR CARRIAGE BOLT
WITH 1 /4"-20 NUT
TYPICAL CLIP
BOLTING DETAIL
TRACK
1) 1 /4"-20 TRACK
OR CARRIAGE BOLT
WITH 1/4"-20 NUT
TYPICAL CLIP
RIVETING DETAIL
11 GA MIN CLIP
SEE SCHEDULE
1) 1/4"-20 TRACK
OR CARRIAGE BOLT
WITH 1/4"-20 NUT
TRACK
TYPICAL CLIP
WELDING DETAIL
DESIGN PRESSURE CHART
DOOR MAX PSF
WIDTH
9'-0" 46.0 PSF -52.0 PSF
16'-Q" 46.0 PSF/-52.0 PSF
46.0 PSF/-52.0 PSF
REVISIONS
2 2 INCH
TRACK —CLIPS —TEXAS
WALL ANGLE 12 FOOT
UPDATED
Bpi 6/11/03
P3 UPDATED FORMAT.
INCREASED ALLOWABLE
PRESSURES TO
46.00/-52.00 PSF FOR
ALL DOOR YADTHS.
CHANGED TEXAS WALL
ANGLE" TO "CONTINUOUS
WALL ANGLE". ADDED
SUBSTRATE MOUNTING
DETAIL, CHANGED TO
TITEN HD ANCHORS
GRT 4/2/07
P4 CHANGED FORMAT.
ADDED MODELS 9600
AND 8024 WITH OVERLAY
TO TRACK CUP
SCHEDULE.
GRT 8/21/07
P5 UPDATED MODELS
LISTED IN CHARTS.
UPDATED SPLICE do CUP
SCHEDULES.
DLP 9/05/07
P6 UPDATE MOUNTING
DETAIL DRAWINGS.
GRT 10/05/07
P7 UPDATED CHARTS TO
ELIMINATE THE USE OF
THE #8 CUP (REPLACED
WITH 89 ACROSS THE
18 UPDATED STEEL
AOUNTING DETAIL
ARB 04/11/08
P9 EXPANDED 1-1/2" TO
1-3/8" DOOR THICKNESS
CHART UP TO 14' HIGH.
GRT 12/11/08
P10 UPDATED TITLE
BLOCK
CRT 6/2/10
6 11/agnc®
Salton
DRAWN
CHECKED
DATE
8/21/07
B/21/07
NAME
GRT
MRB
3395 ADDISON DRIVE
P (
850)
A474o9890RIDA 32514
SHEET 1 OF 2
DRAWING PART NO.
307494
REV.
P10TRACKSUPPLEMENTCHART
2 3/4" f1"
EDGE DIST
E60XX MIN.
1 /8 2-24
1 /8 2-24
MIN 3/16" THICK
STEEL FOR MOUNTING
5/16" x 1-5/8" WALL ANGLE
LAG SCREW OR
EQUIVALENT INTO
MIN 2 x 6 N0,2 TRACK CLIP
OR
BETTER AT EACH 1 /4-2Ox9/16"
HOLE OR -PAIR OF TRACK BOLT AND
HOLE LOCATIONS 1/4-20 HEX NUT
MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL
2 3/4" OPTIONAL; WALL ANGLE MAY BE
MIN EDGE DIST. ATTACHED TO SUPPORTING STEEL
e d
d
P
CONCRETE MOUNTING DETAIL
JOHN E. SCATES, PE
3121 FAIROATE DR.
CARROLLTON, TX 75007
FL PE 51737 TX PE 56308/F2203
PFORROFESSIONALVERIFICATIONOFENGINEER'SWINDLOAD CONSTRUCTION ONLYAILS•
WITH MIN. (1) 1/4-2Ox7/8" SELF
DRILLING SCREW WITH 1" O.D.
WASHER AT EACH HOLE OR PAIR OF
HOLE LOCATIONS IN LIEU OF WELDING
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 /4-20x9/16"
TRACK BOLT AND
1/4-20 HEX NUT
TRACK CLIP
REVISIONS
ANGLE 12 FOOT
TED
6/11/03
IPDATED FORMAT.
EASED ALLOWABLE
iSURES TO
00/-52.00 PSF FOR
DOOR WIDTHS.
VGED "TEXAS WALL
E" TO "CONTINUOUS
ANGLE'. ADDED
STRATE MOUNTING
4IL, CHANGED TO
N HD ANCHORS
4/2/07
CHANGED FORMAT.
ED MODELS 9800
807 4 WITH OVERLAY
TRACK CUP
IEDULE.
8/21/07
UPDATED MODELS
fED IN CHARTS.
ATED SPLICE do CUP
1EDULES.
9/05/07
UPDATE MOUNTING
FAIL DRAWINGS.
T 10/05/07
UPDATED CHARTS TO
MINATE THE USE OF
E #8 CLIP (REPLACED
H #9 ACROSS THE
ARD).
P 1D/24/07
MR9 04/11/08
MODELS 6100 8300 8700 1-3 S TO 1-5 8 THICK P9 EXPANDED 1-1/2" TO
DOOR
HEIGHT
CLIP S FROM BOTTOM TO TOP PLAICETE #
4, 4, 4, 5, 6 8
4, 4, 4, 5, 6, 6 8
4 4 4, 5, 6,,
4 4 4, 5, 6,, W-4,
4, 4, 4, 5, 6, 6, 7, 7, 9 10
4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10
4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12
4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12
Il AJ n /nano o-nn /Gann (I" THICK)
DOOR
Y v v
CLIP S FROM BOTTOM TO TOPUPLATEHEIGHT7'-0"
UC
4, 4, 4, 4, 4, 4
g'- p" 4, 4, 4, 4, 44,49'- 0" 4, 4, 4, 4, 4, 4,10'-
0" 4, 4, 4, 4, 4, 4, 4, 4, 4 Wagner
altos
3395
ADDISON DRIVE TRACK
SUPPLEMENT CHART PEN
850)
A474D989p32514
1-
3/8 DOOR THICKNESS CHART
UP TO 14' HIGH. CRT
12/11/0B P10
ADDED MODEL 8700. UPDATED
TITLE BLOCK CRT
6/2/10 DA
SHEET
2 OF 2 DRAWING
PART NO, REV. 307494
P10
A Division of Overhead Door Corporation
rr6
This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet LDS-161 may be used as an alternate to this document.
Rev. P16
P/N 324620
SCHEDULEI
5/16" DIAMETER LAG SCREWS
No. 51737
0 ; STATE OF : w
saONA `
t,`
IIIII
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. 2. PROVIDE QUANTITY OF LAG SCREWS'AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (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 16f /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 STRUCTUREIFMOUNTINGOVERDRYWALL, 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. MINIMUM EDGE DISTANCE SHALL BE 112", MINIMUM FASTENER SPACING SHALL BE 1-1/2',
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'
Approved
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
SCHEDULE2
16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS
le. SC4
No.51737 •';
p ++ STATE OF ; ki Z
jpc:•. `` -
sS1ONAL 6`
1h IIIw
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.
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 = 2401b/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-W 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_ 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 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 09:56:58-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
SCHEDULE3
3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. WEIGHT CONCRETE
eN TF' jii
No. 51737
tr
p : STATE of : kt Z
N.
1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHthWITHAMINIMUMEMBEDMENTDEPTHOF3" 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 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 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. F THE LDING
6
AND SHALL BEDESIGNED OR THE JAMB LOAD LISTED IN ABOVE TAO
DESIGN
OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY TABLE
AS CALCULATED PER NOTE 3. Digitally
signed by John E. Scates, P.E. Date:
2015.02.20 09:57:27-06'00' John
E. Scates, P.E. 3121
Fairgate Dr. Carrollton,
TX 75007 Fl-
PE 51737 TX PE 56308/1`2203 Revision
P16
SCHEDULE4
318" 0 SIMPSON TITEN HD SCREW ANCHORS
No. 51737 '
STATE OF : btf Z
ty •.
1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNUKAUr toCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4" 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. 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 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'
Approve
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
MAXIMUM SPACING OF ANCHORS PER JAMB (iN)
LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT
NOTE4JAMBLB/
NOTE1
CONCRETE CONCRETENOTES
NOTE2
FILLED CMU
100 24 24 24
120 24 24 24
140 24 24 24
160 24 24 24
180 24 24 24
200 24 24 24
220 24 24 24
240 24 24 24
260 24 24 24
280 24 24 24
300 24 24 24
320 24 24 16
340 24 24 16
360 24 24 16
380 24 24 16
400 24 24 16
420 24 24 16
440 24 24 16
460 24 24 16
480 24 24 8
500 24 24 8
520 24 24 8
541D 24 24 8
560 24 24 8
580 24 24 8
600 23 23 8
620 22 22 8
640 22 22 8
660 21 21 8
680 20 20 8
700 20 20 8
720 19 19 8
740 19 19 8
760 18 18 8
780 18 18 8
800 17 17 8
S Sc4waF T S'
No. 0737
p STATE OF ; .4 1
4,0 L0RI'D (
ffjsS ONA ```
rrtj
1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 318"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4".
ONLY ONE ANCHOR PER MASONRY UNIT
CONCRETE MASONRY UNITS SHALL CONFORM ASTM C90 AND GROUT SHALL ORM TO
3. PROVIDE QUANTITYOOFANCHORSREQUIRED MAINTAIN MAXIMUM SPACINGOASFSHOWN NSTM C476.
A
TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
DIVIDED BY 2. 4. 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 = 2401b/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.
7.
IMOUNTING FTHE SUPPORTS RUCT RE SHALL BE THE SOLE RESSPONSIBILITY OF THE BUUILDING DES GNEION. RDESIGN
OF ANDSHALLBE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. S. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 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
agne
13alton
3395 A DISON DRIVE
PENSACOLA, FLORIDA 32514
B50) 474-9B9D
e- MSCNo. 51737t
j—
0 STATE OF j 10`
Diginily signed byJohn E. Scates, RE
Date: 2015.0220 095853 -06'00'
JDm C 6 TES PE
SZI FAGtGATE OR
U
GARRGIL,X ,SD
FL PE srn tx PE 5sma/Tvn3
NfR6 1 ONA YENMINEW RLSIINWLII G`i DG EfALLi
SEE DETAILS 1, 2, AND 3
REQUIRED FOR VERTICAL
POST REINFORCING
SYSTEMS.
6" MAX
FASTENERS PER
SCHEDULES 1 7HRU 4
MINIMUM 2x4
STRUCTURAL GRADE
LUMBER FOR DOOR HEIGHT
MAXIMUM
ATTACHMENT TO
WOOD SUBSTRATE
SPACING DR MINIMUM 2X6
FOR ATTAGHEMFNT
TO CONCRETE AND
GROUT FILLED CO.
TYP.
6, MAX
DOOR WIDTH
MINIMUM 2s6 #3 C HEADER LOCK
SOUTHERN PINE eRACKET
W MBER
4" 4.
lEg
12) 3/9" SIMPSON TITEN HD SCREW
ANCHOR WITH A 1 1/4" WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4" AND A MINIMUM EDGE
DISTANCE OF 2-3/4
MINIM .E erarDNrnF1E
NOIEL MAXIMUM DESIGN LOAD
CAPACITY OF 2065 LBS
REVISIONS
V 2.6 #3 rL HEADER LOCK
MINIMUM h6 83 ¢ HEADER LOCK
SOUTHERN PINE BRACKET
TElINPINEBRACKET
L
4" 4' B"
4) 3/B" CIA. LAG SCREWS
4) 3/8 SIMPSON RTEN HD SCREW WITH 1-1/4" OD. WASHERS
ANCHOR WITH A 1-1/4" WASHER AND
A MINIMUM EMBEDMEM DEPTH DF
LAG SCREWS SHALL HAVE A
MINIMUM PENETRATION OF
2-3/4" AND A MINIMUM EDGE 9/3Y INTO THE MAW
DISTANCE OF 4". SUPPORT MEMBER.
MINIM LIM 2000 PHUT FlIIFD 1All DATEWOODSUPPDSZDEINOT• MAXIMUMD
NAME
zaoo ies LAPArm DF 2RAVM 5 24 07 GRT CAPACITY
2 CHECKED DRAWING
PART No. REV. JAMB
CONNECTION SUPPLEMENT 324620 P16
ayr®
0alt®n
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
B50) 474-9890
MIN 2500 PSI CONCRETE
ND]E' MAX ALOWABLE FASTENER
LOAD MAY IXC® THE DESIGN
LOAD OF THE STRUCNRE. DESIGN 2 3/4"
OF SUPPORRNIS STRUMRE 9HAtL MN EDGE 0157
BE THE SOLE RESPONSIBN7Y OF
THE PROFESSIONAL OF RECOR)'
4
FOR THE STRUCTURE
3/6' 9MPSDN R7EN HD,
2-3/4' MIN DAB`. MIN
6' BET1'EEN JAMB
JAMB BRAOU-t
1/4-ZDx9/16'
TRACK BOLT AND
T/4-20 HIX N
TRACK
Mn NRNG DETAIL
No, 0737
p :• STATE OF : tAAr
mix
Digitally signed by John E Smtes, PE
Date: 2015.02.20 095926-06-00'
4HN E SGTES PE
1t21 DRCARRGRDKUTX >50
0. PE 5TT3T R PE 56]DW
RDI.L C018 DGTIX1 0 ETA65
MIN 2 • 4 SPF (G-0.42) OR BETTER WALL SR10
H= MA% ALLOWABLE FASTENER LOAD MA7
IXGN LOAD OF IHE STRUCTURE'
OF "J"PPIORRNG
LE RESP
STRUCTURE SHALL BE
OFDNS
RECORDFOR
THE STRU=RE PROFESSIONALOF
THE '- \ 5/
16' LSl rAGSCREWNYiHFS1D0
IN
t %
47 BEDFOREACH JAMBBRAOLOCATIONBRACKET
1/
4-2Dz9PIS" TRACK
BOLT AND 1/
4-20 HEX N TRACK
CT
W"`D MOLNRN DETAIL MIS
PER 1 AG FASTENER DRAWING
PART N0. I REV. JAMB
CONNECTION SUPPLEMENT 324620 P16
Florida Building Code Online
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FL# Tyne Manuf er
Ryan J. King, P.E. rovedApproved
Corporation (813) 767-65555OD0-RZ Revision Therma TruECCooe or boorsCategory: erior Door AssembliesHistoSutrcategory: Swinging Fate„otie reviewed and ratified b1' the POC and/orthe Commision if necessary.
Phone: 850-4g7-1824ReadTallahasseeFL3293------
ontact ° :: 2601
m[+
atementRid tPent
en7-2a S Rteof Flori::' ",t-temeent:: —
The State of Florida is an AA/EEU employer. „" "'"
daPublic-
records request do not send y
Dose
to a p Instead,
contact the office If Phone or by traditional matl. If You have any questions, Please corrtad 35D.487.f an mail address UnderFloridalaw, email addresses are public records- If You do not want our e-mail address released. m response eledzonic
mail to this entity are public record. if you do not wish to Section
455.275[S), Florida Statutes, efied ve october 1, 2012, licensees licensed under Chapter 455, F-S. must provide the Department with an email licensee
u if
they
have one. The orlda
provided may be used for official mmmunlcabon with the licensee. However email addresses supply
a personal addreMallsss, Please provid may
a -
ad
f(nent with an email address which can be made available to the public To determine if you are a licensee under Chapter455, F.S., please dick he_ mProduct
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unt'<
nlF rurc5;$
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Archived
Therma-Tru Corporation
Product Manufacturer 118Industrial Drive
Address/Phone/Funall Edgerton, OH 43517
419) 298-1740
rickw@rwbidgconsultantr..com
Vivian Wright
Authorized Signature rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Exterior Doors
Category Swinging Exterior Door Assemblies
Subcategory
Evaluation Report from a Florida Registered Architect or a Licensed
Compliance Method Florida Professional Engineer Received2EvaluationReport - Hardcopy
Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or Architect
the Evaluation Report pE-43409 Management InstituteFloridalicenseNationalAccreditationand
Quality Assurance Entity Expiration Date 12/31/2018
Quality Assurance Contract Ryan J. IGng, P E
Validated By L Validation Checklist- Hardcopy Received
FL15000 R2 COI e ificate Of Inde en den e. df
Certificate of Independence Year
Referenced Standard and Year (of Standard) Stagy 2005AAMA/WDMA/CSA101/I-5.2/A440 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 Engineer or Architect
Certified By FL150DD R2 E uiv 000 E uiv odf
fStandards.
Ftorida Buitding Code Online
i Sections from the Code
Page 2 of 3
Product Approval Method
Method i Option D
o5/29/2015
Date Submitted 06128/2015 Date Validated 07/05/
2015 Date Pending F13C Approval
08/19/2015 Date Approved Summary of
Products FL #
Model, Number or
Name
Description a. "Fiber -Classic°
or "
Smooth -Star" 6'8 "Non -Impact° Opaque Fiberglass Door with &without X OX or X0, OXO, XX, OXXO 15000.1 Sidelite(s) -
Outswing ( , Configurations) Limits of Use
Approved
for use in
HVHZ: Yes Approved for use outside
HVHZ: Yes Impact Resistant: No Design
Pressure: N/A
r Design Pressure Ratings, any other: See INST 15000.1 fo additonaf use limitations, installation
stN gU res the use product particulars. (This product
approval of "]° p art number
doors and sidelites, which have been stained or painted withinfimonthsofinstallation. 15000.2 b. "Fiber -
Classic" or "
Smooth -Star" Limits of Use Approved
for use in
HVHZ: Yes Approved for use outsideHVHZ: Yes Impact Resistant. No Design
Pressure: N/A
Other. See INSr 15000.2 for Design Pressure Ratings, any additional use limitations, ilpprnova
quires the use
product particulars. (Thisproduct of "?
part number doors and
sidelites, which have been stained or painted within 6monthsofinstallation.) 15000.3 c. "Fber-Classie
or "Smooth -
Star" Instaliation Instructions FLi500D R2 II
INST 15000.
1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by IndependentThird Party: YesEvaluationReportsFLISDOOR2AE
EVAL i5000.1.odf Created by Independent 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 INST 15000.3forDesignPressureRatings, any s and additional use limitations, installation PProsvtraly
g ores the useproduct particulars. MI Product sta
ned nt of "I'
art nurno-
doors orpantedwithin6monthsofinstallation.) es, which have been 15000.4
d. "Fiber -Classic" or "
Smooth -Star"
6-8 "Non -Impact" Opaque Fiberglass
Door with & without Sidelite(s) - Inswing (X, OX or
XO, OXO, XX, OXXO Configurations) Installation Instructions FL15000 R2 II
INST
15000.2.
odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: YesEvaluationReportsFL150()0 R2 AE
EVAL 15000.2.odf Created by Independent Third Party: YesLimitsofUseApprovedfor use
in HVHZ: Yes
Approved for use outside HVHZ: YesimpactResistant: No Design Pressure: N/
A other: See
INST 15000.4 forDesignPressureRatings, any additional use limitations, installation i st
u Gu's and the useproduct particulars. (
This product
approval of
117" part number doors andsidelites, which have been stained or painted within 6 monthsofinstallation.) 810 "Non -Impact" Opaque Fiberglass Door
with & without Sidelite(s) - Outswing (X, OX or
XO, OXO, XX, OXXO Configurations) Installation Instructions FL15000 R00 2
II
INST 150.
3.odf Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes Evaluation Reports15000o7AFEVALj5000.
3.odf
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 FLi 000 R2 II INST
150D0.
4.odf
Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentThirdParty: Yes Evaluation Reports
FL15000 R2 AE EVAL 15000.4
odf Created
by Independent Third Party: Yes 8'0 "
Non -Impact" Glazed Double Fiberglass Door -
Outswing Inswing (XX Configurations) e 150D0.5 . "Fiber -Classic"
or "Smooth -Star"
Florida Building Code Online
imits of Use
Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: N/A Pressure Ratings, anyother: See INST 150oo.5 for Designadditionaluselimitations, installation instructions and use
product particulars. (This product ape roval
of "3" part number doors, which have been stained or
painted within 6 months of installation.)
Is000.6 f. "Fiber -Classic" or "Smooth -Star"
Limits of Use
Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: N/A Design Pressure Ratings, anyother: See INST 15000.6 for structions andadditionaluselimitations, installation requ res the use productparticulars- Crhis product approval Of "3" part number doors, which have been stained or painted
within 6 months of installation.) Page
3 of 3 Installation
Instructions F
15000 R2 II INg 15000.5;'odf VerifiedBy: Lyndon F. Schmidt, P.E. 43409 CreatedbyIndependentThirdParty: Yes Evaluation
Reports FL15D
10 R2 AE EVAL 15000.5.12df Created
by Independent Third Party: Yes US "
Non -Impact" Center Hinged Glazed Fiberglass Double Door -
Inswing (OX or XO Configurations) Installation
Instructions F
rnR Tf INST 5000.6.odf 00 VerifiedBy:
Lyndon F. Schmidt, P.E. 43409 Created byIndependentThirdParty: Yes Evaluation Reports
m 15000
R2 AE EV 150_ 00.6•odf Created by
Independent Third Party: Yes Eadc E9
acn-eg7-
1824 s ;; 601
Blair Stone Road .Tallahassee FL37392_ph._ 1 employer.
to
of
Florida.:: Pdvacv_ Sta_ berneol :: AccessibilityStatement :: Refund Statement The Slate
of Florida is an WEEc to a public -records request, do not send are public
records. If you do not want your e-mail address released l responselease
contact 850.487.1395. *Pursuant to d contact
the offico by phone or by traditional mail. If you have any questions, p Under Floridalaw, email addmses you do not wish to electronic mailtothisentity. Instea effedive odnber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department - fh o email
address
i Section 455.
275(1), Florida Statutes, be used for official communication with the lice nsee• Howeveremail addresses are public record. If y they haveone. The ernails provided may apply a
personal address, please provide the Department with O 4 which be
ck e
available to the public. To determine if you are a licensee under Chapter ease
Product
Approval
Accepts. M1 secitrit•
niETucti
THERMA TRU DOORS
1 19 1NOURTR,AL on., E... RT.N. OH 43817
FIBER CLASSIC" / "SMOOTH STAR"
8'0 INSWING W/ & WOUT SIDELITES
FIBERGLASS DOOR
NON -IMPACT"
GENERAL NOTES
n
1. This product has been evaluated and Is In compliance with the 51h Edition (2014) Florida Building
Cade (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
malarial shall be beyond wall dressing or stucco.
3. When used In the "HVHT'thfs product Is required to be protected with an Impact resistant
covering that compiles with Section 1626 of the FBC.
4. When used In areas outside of the "HVHZ" requiring wind bome debris protection this product Is
required to be protected with an impact resistant covering that compiles with Section 160P.1.2 of
the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis byalicensedengineerorregisteredarchllect.
7. This product does not meet the water Infllfralion requirements for the "HVHT'. inswing units shall be
Installed only In non-habil.able areas or at habitable locations protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to slit Is less than 45
degrees.
TABLE OF CONTENTS
SHEET# DESCRIPTION
1 Typical elevations, design Pressures & general notes
2 Door panel details (Smooth star)
3 Door panel details (Fiberclassic)
4 Sldellte panel details & glazing details
5 Verlical cross sections
6 Horizontal cross sections
7 Horizontal cross sections
B Buck Anchoring
9 Frame anchoring
10 Frame anchoring
11 Astragal details
12 Blil of materials & Components
105.S0' MAX. OVERALL FRAME WIDTH 5
IN —
ACTIVE ACTIVE 31,
5D" MAX. OVERALL
FRAME
WIDTH A
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11LANK SIDE STILE each FINGERln,,T 125" In from JOINTEDPONDEROSAPINE, SG=0.43 FINGER JOINTED -PONDEROsA PINE, SG.0camer' 43SIDELITENEI
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NOTE,
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Bill, ° 8 x 2-112" pfh• wood screw at theBill, 4" from the outside corners.
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2. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted to
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CONCRETEANCHOR NOTES:
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2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
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I Professional lie.gu laatiion -
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ProductYApproval
IUSER:
Public User
y f:G2:;.tY irriT12'ln
Product Approval Menu > Product or Application Search > Application List
Search Criteria Refine Search
Code Version 2017 FL# 16103
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
FL#
y Y `
JType
v
Manufacturer Validated By Status
FL16103-R9 Revision Ply Gem Windows
Category: Windows
National Accreditation & Management Institute
804) 684-5124
Approved
History
Subcategory: Single Hung
ApproVep Dy UC1'K. Approvals Dy UerK snap oe revicwcu anu 1a 1n uy L i 1-1 a 1 L.._-.1.1.11,»... „
Contact Us :: 2601 Blair 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 tatement :: 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 here .
Product Approval Accepts:
eCheik
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Safe
https://floridabuilding.org/pr/pr_app_lst.aspx
1/1
2/14/2018 Florida Building Code Online
of rkrf ssieWnalR iuhtt n=-
BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts I Publications I FBC Staff I BCIS Site Map Links I Search
dFlolda
Product
Approval USER:
Public User FFFF
V'. , Product
Approval Menu > Product or Application Search > Application List > Application Detail 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 1o1/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_dti.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRG[TgUSzNzJCVvRgQvjVOzheKNA%3d%3d 1 l3
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 # I Model, Number or Name Description
116103.1 I 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 _NI011350.01-R3.pdf
FL16103_R9_C_CAC_NI011350.02-R3.pdf
FL16103_R9_C_CAC_NI011350.04-R3.Ddf
FL16103_R9_C_CAC_NI011350.05-R4.pdf
FL16103_99_C_CAC_NI011350.06 R3.pdf
FL16103_R9_C_CAC_NI011350.07-R3.pdf
FL16103_R9_C_CAC _NI011350.08-R5.pdf
FL16103_R9_C_CAC _NI011350.11-R4.pdf
FL16103_R9_C_CAC_NI011350.16-R3.pdf
FL16103_R9_C_CAC _NI011350.20-R3.pdf
FL16103_R9_C_CAC_NI011350.21-R3.pdf
FL16103_R9_C_CAC_NI011350.22-R4.pdf
FL16103_R9_C_CAC _NI011350.25 R3.pdf
FL16103_R9_C_CAC_NI013370.02.pdf
FL16103_R9_C_CAC_NI013370.03.pdf
FL16103_R9_C_CAC_NI013370.04.pdf
FL16103_R9_C_CAC_NI013370.05.pdf
FL16103_R9_C_CAC_NI013370.06.pdf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL16103_R9_II_PGW181-C.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL16103_R9_AE_EvalReport-PGW181-C.pdf
Created by Independent Third Party: Yes
16103.2 I Ply Gem 1500 I 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_R9_C_CAC NI011350.02-R3.pdf
FL1610 _R9_C_CAC_NI011350.04-R3.pdf
FL16103_R9_C_CAC _NI011350.05-R4.pdf
FL16103_R9_C_CAC NI011350.06-R3.pdf
FL16103_R9_C_CAC_NI011350.07-R3. pdf
FL16103_R9_C_CAC _NI011350.08-R5.pdf
FL16103_R9_C_CAC_NI011350.11-R4.pdf
FL16103_R9_C_CAC_NI011350.16-R3.p!if
FL16103_R9_C_CAC _NI011350.20-R3.pdf
FL16103_R9_C_CAC _NI011350.21-R3.pdf
FL16103_R9_C_CAC_NI011350.22-R4.pdf
FL16103_R9_C_CAC_NI011350.25-R3.pdf
FL16103_R9_C_CAC_NI013370.02.pdf
FL1610 3_Bg_C_CAC_N I013370.03. pdf
FL16103_R9_C_CAC_NI013370.04.pdf
FL16103_R9_C_CAC_NI013370.05.pdf
FL16103_R9_C_CAC _NI013370.06.pdf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL16103_R9_II_PGW198 AS TESTED.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
16103.3 I Ply Gem 1500 I 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
FL16103_R9_C_CAC_NI011350.12-R2.pdf
FL16103_R9_C_CAC_NI011350.14-R2.pdf
FL16103_R9_C_CAC_NI011350.24-R2.pdf
Quality Assurance Contract Expiration Date
11/30/2022
Installation Instructions
FL16103_R9_II PGW183-B.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 2/3
2/14/2018 Florida Building Code Online
FL16103_R9_AE_EvalReport-PGW183-B.pdf
Created by Independent Third Party: Yes
16103.4 Ply Gem 1500 Single Hung, Impact (As Tested)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16103_R9_C_CAC_NI011350.12-R2.pdf
Approved for use outside HVHZ: Yes FL16103_R9_C_CAC _NI011350.14-R2.pdf
Impact Resistant: Yes FL16103_R9_C_CAC _dfNI011350.24-R2.p
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: Refer to installation detail for sizes, configurations and 11/30/2022
ratings. Installation Instructions
FL16103_R9_II_PGWI84 AS TESTED.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
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https://floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh 1000gbVYRGITgUSzNzJCVvRqQvjVOzheKNA%3d%3d 3/3
PLY GEM WI N ®®WS SERIES 1500 SINGLE HUNG WINDOW
NOTES:
I. 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-I, 110-15599-1 8, -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.
FL 16103.1 SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE
GLAZING TYPE / CONFIG.
WIDTH HEIGHT
84, 50/- 50 PSF
GI77-
1/
B'
EVENSASH72'
50/- 50 PSF 72"
50/- 50 PSF V
62"
SO/- 50 PSFTYPE 50/-
50 PSF 77-I/8' 40/- 40 PSF 53'
77-1/8'
40/- 40 PSF 35-15/16'
73 15/16' 35/- 35 PSF 35-
15/16- 73 15116' 50/- 50 PSF 48-1/
16" 95-15/16" 30/- 35 PSF TYPE
GI / OR SASH 48-1/16- 95-15/16' 25/- 30
PSF
44-1/16' 77-1/8" 40/- 40 PSF TYPE
G2 / EVEN SASH 36-1116' 74-1/16" 50/-
50 PSF
35-
7/
16' 73-1/2' 35/- 35 PSF 35-
15/16' 61 15/16' 35/- 35 PSF TYPE
G3 / EVEN SASH 35-1/2' 73-1/2'
30/- 30PSF
40-
I/16" 72- 25/- 35 PSF 43-15/16-
77-1/8' 25/- 25 PSF TABLE
OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION a GENERAL
NOTES 2 ELEVATIONS
8 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
I
SUBSTRATE
TYPE ANCHOR TYPE
MIN. EMBED. MIN EDGE
DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOOD
8
WOOD SCREW
1-1/2, 7/16" G=0.42) 16 GAUGE (0.060") STEEL 36 KSI
MIN. 10-16
SELF -DRILLING SCREW IFULL, PLUS 3 7116' B 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-
1/2" 1-1/8" D HOLLOW OR GROUT -FILLED CMU 3/16" 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 I/2' G OR I/8' ALUM. 6063-T5 MIN.
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. Ply Gem - WINDOWS 433 N. MAIN
ST- PO BOX 559.
ROCKY MOUNT. VA
24151 PM: 546-48L-6343FQ N o
o o Pp10RFLX.+T
Y GE NSF Q:
No 58201' 9
STATE OF
0 R12/
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
PGW181 SHEET: I
OF G
4- FROM 8-1/2"
CORNER, TYP. O.C., TYP.' I
ANCHOR LAYOUT
FL 16103.1 FIN INSTALLATION
UNIT MAX. WIDTH
I
SEE SIZE CHART, SHEET I
TYPICAL ELEVATION
EVEN SASH
UNIT MAX. WIDTH
SEE SIZE CHART, --
ISHEETI
TYPICAL ELEVATION
ORIEL SASH
15'
6" FROM O.C.6" FROM
4" FROM CORNER, TYP.~
CORNER, TYP. TYP., r CORNER, TYP.
12' O.C.,
TYP.
INSTALLATION_/
ANCHOR, TYP.
1
8-1/2" 2' EACH
O.C., TYP. SIDE OF 1
MTG. RAIL
CENTER,
TYP.
INSTALLATION
EXTRA ANCHORS
CIRCLED LOCATIONS)
ANCHOR, TYP. REQUIRED FOR ALL
WINDOW WIDTHS
OVER 44-1/16"
INSTALLATION11LANCHOR, TYP.
4' FROM
EXTRA ANCHOR
LOC. TO
NEAREST
STANDARD LOC.,
TYP,
4' 0.C.j
ANCHOR LAYOUT
FRAME INSTALLATION
NOTE:
MAXIMUM ORIEL UNIT FIXED D.L.O.
Ply Gem
433 N. MAIN ST.. PO BOX 55V.
ROCKY MOUNT. VA 24151
PH: 540-464-634B
FX: 540-484-6693
WH C
Q
o
V
HEIGHT IS LIMITED TO 50-7/8
15-
O.C.,
TYP.
12" ii
P. TYP.
nOu
2' EACHSID
MTG. ERAIL
CENTER, ll
TYP.
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WINDOW WII6 HS q'.SfONM- "'N
C OVER
X
i
4" FROM 12/19/2017
EXTRA ANCHOR LUCAS A. TURNER, P.E.
LOC. TO FL PE # 58201
NEAREST TURNER ENGINEERING &
STANDARD LOC., CONSULTING, INC.
COA # 29779) TYP.
1239 JABARA AVE.
u u u N RTH ORT, FL 34288
6' FROM I_ INSTALLATION
PH. 941-380-1574
CORNER, TYP.' ANCHOR AT CLIP, TYP. DWG #:
ANCHOR LAYOUT P G W 181
CLIP INSTALLATION SHEET: 2 OF C
SUBSTRATE
BY OTHERS
SILICONE CAULK ...
SEE NOTES 14 B 15,
SHEET I
EXTERIOR
MIN. EMBED.
SEE TABLE 1, SHEET I
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
MIN. EDGE DIST.
ri SEE TABLE 1, SHEET I
I
I14• MAX.
U SHIM SPACE
SEE GLAZING
DETAILS SHEET 5
INTERIOR
vg VERTICAL SECTION
3 HEAD
BRICKMOULD FRAME- FIN INSTALLATION
SEE GLAZING
DETAILS SHEET 5
EXTERIOR
SILICONE CAULK
SEE NOTES 14 B 15,
SHEET I
SUBSTRATE
BY OTHERS
FL 16103.1
MIN. EDGE DIST. 1
SEE TABLE I, SHEET I
q VERTICAL SECTION
3 SILL
BRICKMOULD FRAME - CLIP INSTALLATION
MIN. EDGE DIST.
SEE TABLE 1, SHEET I
SILICONE CAULK
SEE NOTES 14 8 15, SHEET I -
SEE GLAZING
DETAILS SHEET 5
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
SUBSTRATE
BY OTHERS
MIN. EMBED.
r
i
SEE TABLE I, SHEET I
m Ply Gem- WINDOWS
433 N. MAIN ST.. PO BOX 559,
ROCKY MOUNT. VA 24151
PH: 540-484-6346
F%: 54D-484-6683
0
j r E
0] J
I/4' MAX.
SHIM SPACE 0
1
SEE GLAZING
DETAILS SHEET 5
EXTERIOR INTERIOR
C VERTICAL SECTION
3 HEAD
BEVELED FRAME- FRAME INSTALLATION
LSEEGLAZINGJ
DETAILS SHEET 5 I _
VERTICAL SECTION
EXTERIOR
3 MEETING RAIL
TYPICAL
5/16' MIN.
I/4' MAX.
FSHIM SPACE
MIN.
I '
SEE TABLE I, SHEET I
INSTALLATION ANCHOR
SEE TABLE I. SHEET I
SILICONE CAULK
SEE NOTES 14 IN 15, SHEET'
SUBSTRATE
BY OTHERS
SEE GLAZING
DETAILS SHEET 5
INTERIOR
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rG,pctiniS4c•••,W,• 3GP•' No 58201 °9
yP t * ;'s
p0:• STATE OF •:4/`
MIN. EDGE DIST. c'
p?•''` fC OR1LSEEI. T SS/pNA1-ENO`, SHEET I
yyrnru'
tt
12 9/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
INSTALLATION ANCHOR TURNER ENGINEERING &
SEE TABLE I, SHEET I CONSULTING, INC.
COA # 29779)
1239 JABARA AVE.
NORTH PORT FL 34288
I MIN. EMBED. PH. 941-380-1574
SEE TABLE I, SHEET I
DWG #:
VERTICAL SECTION P G W 181
SILL3
BEVELED FRAME- FIN INSTALLATION SHEET: Z OF 5
MIN. EDGE DIST.
SEE TABLE 1, SHEET 1
SUBSTRATE _
BY OTHERS
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
SILICONE CAULK
SEE NOTES 14 & 15, SHEET I
MIN. EDGE DIST.
SEE TABLE 1, SHEET I
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
MIN. EMBED.
SEE TABLE I, SHEET 1
114' MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAILS SHEET 5
u
I
I
EXTERIOR
E HORIZONTAL SECTION
4 JAMB
BRICKMOULD FRAME - FRAME INSTALLATION
MIN. EMBED.
SEE TABLE I, SHEET I
1/4" MAX.
SHIM SPACE
5/16" MIN. INTERIOR
SEE GLAZING
DETAILS SHEET 5
SUBSTRATE I
BY OTHERS
o /
EXTERIOR
SILICONE CAULK
SEE NOTES 14 B 15, SHEET I
G HORIZONTAL SECTION
4 JAMB
BEVELED FRAME - CLIP INSTALLATION
FL 16103.1
114" MAX.
SHIM SPACE
MIN. EDGE DIST.
SEE TABLE I, SHEET I
Ply Gem® SUBSTRATE
BY OTHERS
INTERIOR
INSTALLATION ANCHOR 433 N. MAIN ST., PO BOX 559,
SEE TABLE I, SHEET I
ROCKY MOUNT, VA 24151
1 — MIN. EMBED.
PH: 540-484-6348
FX: 540-48c-6663
IInII
SEE TABLE 1, SHEET I
II 0
0 N
m J
SEE GLAZING 0
DETAILS SHEET 5
zZ
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c z ZOz7r EXTERIOR
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CAULK a N z F
HORIZONTAL SECTION SEE
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FRAME - FIN INSTALLATION u' N
WW
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TABLE I, SHEET I w t2 m y m N SHIM
SPACE o o• F u
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BY OTHERS ON..
4 INSTALLATION ANCHORrG,!. SEE TABLE
I, SHEET I No 58201 1 1'.
STATE OF :W` MIN. EDGE
DIST. SS oNA S ETABE1, SHEET I SEE GLAZING
DETAILS SHEET
5 12/19/2017 LUCAS A.
TURNER, P.E. o FL
PE #
58201 TURNER ENGINEERING &
EXTERIOR CONSULTING,
INC. SILICONE CAULK
COA # 29779) SEE NOTES
14 B 15, SHEET 1 1239 JABARA AVE. NORTH PORT,
FL 34288 380-1574
H HORIZONTAL
SECTION DWG #941 4
JAMB
P G W 18 BEVELED FRAME -FRAME INSTALLATION SHEET: / OF
5
f® Ply Gem° WINDOWS
433 N. MAIN ST.. PO BOX 559.
ROCKY MOUNT. VA 24151
PM: 540-484-634B
FX: 540-484-6683
7/8" O.A.
7/8' O.A.
II INSULATED
y
INSULATED — I ANNEALED o
ANNEALED I GLASS UNIT o
EXTERIOR —
GLASS UNIT EXTERIOR
i
CO
o0
I/2" MIN. TYP. Z
1/2' MIN. TYP. GLASS BITE /
INTERIOR 3
GLASS BITE /
INTERIOR
u J ZTWO-SIDEDo
DOW
1199 GLAZING TAPE Z
a o F SILICONE
GLAZING DETAIL = d
GLAZING
DETAIL 1 U Z u _ -
J
U W zO zO j J
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13/
16' O.A. Z a m u INSULATED
ANNEALED
w t2 CO y m w GLASS
UNIT o C6 3 _
z EXTERIORN
1/
2" MIN. TYP. GLASS
BITE / INTERIOR.'
No 58401::3L COMPRESSION
GLAZING
TAPE GLAZING DETAIL 3 ' V. STATE OF 0
R IQP '2,• APPLICABLE
TO FIXED LITE ONLY .11`SSfONA;,.,`` FOR
SASH SEE GLAZING DETAIL I z:
2-112/
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
FL
16103.1 SHEET: 5 OF 5
PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW
INSTALLATION NOTES:
I. ONE (O 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
1/2 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
SHI M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE I/L INCH. SHIM
WHERE SPACE OF I/16 INCH OR GREATER OCCURS. SHI M(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1 1/2 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.
8. 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 16103.2
NON -IMPACT) AS TESTED
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS 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/A440-05/08
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. 1X 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 OF 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
80-112" 71-15/16" 50/- 50 PSF
84-1/4' 77-1/8' 40/- 40 PSF
109" 60" 45/- 65 PSF
TRIPLE109-1/16' 7L-1/16" 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, B GLAZING DETAILS
f® Ply Gem® 1WINDOWS
433 N. MAIN ST.. PO BOX 559
ROCKY MOUNT. VA 24151
PH: 540-454-6345
FX: 540-454-6683
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SHEET:
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Ply Gem - WINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PM: 540-L84-6348
FX: 540-484-6683
W —
UNIT MAX. UNIT MAX. Q o
a N
WIDTH 12111 WIDTH 844' -
O > _
D.L.O MAX. D.L.O MAX. 0 m
z_
WIDTH 355' WIDTH 371"
B B C
4
0
4 4
B C
4 4 J
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r/ o cy
G G H - a N
5 5 5 Z w o
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UNIT MAX. 5 5 D.L.O. MAX. UNIT MAX. 5 5 5
N ;
HEIGHT HEIGHT HEIGHT w w O
7711 " I 771' D.L.O. MAX. .0. .0.
722" B
HEIGHT ti H
722' a
ui
J
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N } }
H o m a m J N
N = U Z
p U N
A D D
4 4 4
TYPICAL ELEVATION TYPICAL ELEVATION
TRIPLE UNIT TWIN UNIT
NOTE:
LU
SEE SHEET 3 FOR ANCHOR LAYOUTS 6 I -
SCHEDULE OF ALL QUALIFIED UNIT SIZE N
AND DESIGN PRESSURE COMBINATIONS. UJF
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DWG #:
PGW198
SHEET: 2 OF GFL16103.2
5 5
SERIES 1500 INTEGRAL MULLED WINDOW
UNIT TYPE
QUALIFIED
CONFIGURATIONS
TWIN UNITS 00
TRIPLE UNITS 000
4' FROM
CORNER, TYP
8' O. C.
TYP.
4" FROM
CORNER, TYP.
8' O.C., INSTALLATION
rTYP. ANCHOR, TYP.
Woo F
0. 0. 0.
o ro
TYPICAL ELEVATION
FIN INSTALLATION
121-1/16' x 77-1/16" UNIT
SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE
UNIT SIZE
UNIT TYPE
DESIGN
PRESSURE
INSTALLATION TYPE & ANCHOR SPACING
WIDTH HEIGHT
FIN FRAME CLIP
HEAD JAMB I SILL HEAD IAMB SILL HEAD SAME SILL
72 1/2" 60"
TWIN
50/-60 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" 18.00-
801/2" 7115/16" 50/-50 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN I8.00" 18.00' 16.00" 18.00'
84 1/4" 771/8" 40/-40 P5F 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" I8.00-
109" 60"
TRIPLE
45/-65 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00" 16.00" 18.00'
1091/16" 741/16" 25/-35 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00"1 18.00' 16.00" 18.00'
1211/16" 771/16" 45/-45 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" 18.00'
I. 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 ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART.
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)
FL 16103.2
54 MIDSPAN, FROM J 6', TYP.{
CORNER, TYP. _ I I
TIP.
54' FROM
CORNER, TYP
F
MIDSPAN,
TYP.
L
6' FROM
CORNER, TYP.
TYPICAL ELEVATION
FRAME INSTALLATION
84-1/4" x 77-1/8" UNIT
INSTALLATION
ANCHOR, TYP.
JSTALLATION
s NCHOR AT CLIP, TYP
6' FROM
CORNER, TYP
fool
0. .0.
16' O.C.,
TYP.
6' FROM 18' O.C.,I _
CORNER, TYP. 771 TYP. f
INSTALLATION
TYPICAL ELEVATION ANCHOR AT CLIP, TYP.
CLIP INSTALLATION
84-1/4" x 77-1/8' UNIT
Ply Gm- e
433 N. MAIN ST., RD 90x 559
ROCKY MOUNT, VA 24151
PH'. 54D-48L-6341
Fx: 540-484-6683
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CONCRETE/ MASONRY
CONCRETE/ MASONRY lI PlyGem°
BY OTHERS 1 1/2' MIN. BY OTHERS
EMBEDMENT 3/4' MIN. WINDOWS
CAULK BETWEEN EDGE DISTANCE #
8 WOOD SCREW
CAULK BETWEEN . .• #8 WOOD SCREW INSTALLATION ANCHOR
CONCRETE/ MASONRY & 2X OR CONCRETE/ MASONRY 8 2X . L33 N. MAIN ST., PO BOX 339INSTALLATIONANCH
WOOD BUCK BY OTHERS aoc%v MOUNT, VA 24131
WOOD BUCK BY OTHERS ' e.
2X WOOD BUCK ' 4. 1 1/2' MIN.
ZX WOOD BUCK : EMBEDMENT pH: 540-4BL-63L8
BY OTHERS ' ' 3/4' MIN.
BY OTHERS
EXTERIOR FINISH ".. EDGE DISTANCE
EXTERIOR FINISH ..
px:s4o-LaL-aa33
BY OTHERS
BY OTHERS ..
wI- PoSILICONESEALANT ' ' ' ' BY OTHERSILICONE
SEALANTS o BYOTHERSo> _
I/
4' MAX. z DO
J 1
SHIM
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SPACE i —
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3 J p: F- HEIGHTSEEGLAZINGHEIGHT \ SEE
GLAZING < w 0_ ix
DETAILS
SHEET 6 / cD u
DETAILSSHEET6HaNEXTERIOR
INTERIOR Z F o EXTERIORINTERIORo
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VERTICAL SECTION C VERTICAL SECTION LLJ L4
HEAD - STEEL STUD 4 HEAD - STEEL STUD o BRICKMOULD
FRAME - FIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION JI
o a z
N
SEE
GLAZING SEE GLAZING w m Q m in DETAILS
SHEET 6 DETAILS SHEET 6 o N = u z U
N INTERIOR
EXTERIOR \ 0
A EXTERIOR
INTERIOR / / -
UNIT
1 O.A. 1 HEIGHT
3LAUNIT 3 HEIGHT
20
ZO MAX.
SHIM
5I/4' MAX. 8 SHIM
SPACE SHIM
SPACE 7
OOOO
OO 3/4' MIN. Q
EDGE DISTANCE w
H
Uj
toSILICONE
SEALANT SILICONE
SEALANT F BY
OTHERS BY
OTHERS 60 EXTERIOR
FINISH EMBEDMENT EXTERIOR
FINISH Q BY
OTHERS BY
OTHERS 2X
WOOD BUCK 2X
WOOD BUCK BY
OTHERS BY
OTHERS CAULK
BETWEEN°•' CAULK
BETWEEN as °a NLRETE/
MASONRY & 2X ^ a .#8 WOOD SCREW CONCRETE/ MASONRY 8 2X •I I/2' MIN. WOOD
BUCK BY OTHERS 3/4' MIN. INSTALLATION
ANCHOR WOOD BUCK BY OTHERS EMBEDMENT #8
WOOD SCREW CONCRETE/
MASONRY EDGE DISTANCE CONCRETE/
MASONRY INSTALLATION
ANCHOR BY
OTHERS BY
OTHERS DWG #: q
VERTICAL SECTION p VERTICAL SECTION P G W 19 8 FL
16103.2 SILL-
MASONRY/CONCRETE 4 SILL - STEEL STUD SHEET:
BRICKMOULD
FRAME- CLIP INSTALLATION BEVELED FRAME- FIN INSTALLATION 4 of 6
8 WOOD SCREW
1 1/2' MIN.
EMBEDMENT
INSTALLATION ANCHOR
B WOOD SCREW 1/4' MAX. 3/4' EDGE CONCRETINSTALLATIONANCHORSHIMSPACEDISTANCEBYOTHERS
MASONRY
INTERIORINTERIOR
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
3/4' MIN.
EDGE DISTANCE °
O SEE GLAZING SEE GLAZING
ZDETAILS SHEET 6 DETAILS SHEET 6 ' 1 1/2' MIN.
a -EMBEDMENT
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
O / \ \ °
CONCRETE/ MASONRY & 2X I ° 2X WOOD BUCK
WOOD BUCK BY OTHERS / / ' :., a BY OTHERS
2X WOOD BUCK °: o o EXTERIOR FINISH
BY OTHERS
LE
f BY OTHERS
EXTERIOR FINISHEXTERIOR EXTERIOR
BY OTHERS
I
SILICONE SEALANT
BY OTHERS
O.A. O.A.
SILICONE SEALANT
UNIT - UNIT
BY OTHERS
WIDTH WIDTH
E HORIZONTAL SECTION F HORIZONTAL SECTION
5 JAMB - MASONRY/CONCRETE S JAMB - STEEL STUD
BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION
1/2' MIN.
8 WOOD SCREW
EMBEDMENT
INSTALLATION ANCHOR { 1/4' MAX.
I I SHIM SPACE
3/4' MIN. " INTERIOR
EDGE DISTANCE
6
SEE GLAZING
CONCRETE/ MASONRY_DETAILS SHEET 6
BY OTHERS '
CAULK BETWEEN
s
CONCRETE/ MASONRY & 2X /
WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH w o
BY OTHERS SEE GLAZING
EXTERIOR DETAILS SHEET 6
SILICONE SEALANT
2
O.A.
BY OTHERS UNIT
WIDTH
G HORIZONTAL SECTION
JAMB - MASONRY/CONCRETE
FL 16103.2 BEVELED FRAME- CLIP INSTALLATION
INTERIOR
H HORIZONTAL SECTION
S INTEGRAL MULLION
TYPICAL
GLAZING
AILS SHEET 6
Ply Gem® WINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PH: 540-484-6348
FX: 540-4B4-6683
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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
11 FIXED SILL PVC PLY GEM WINDOWS
OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP
PVC PVC
3.135-
1
0.282' J 0.06
10 MULLION REINFORCEMENT
STEEL
FL 16103.2
4 r 2.48"
1
0.282'-'
0.06j
II FIXED SILL
PVC
O BRIC
PVC
KMOULD FRAME
3.53'
3.687'
LA id
0.06
TYP..
OGLAZING BEAD
PVC
i
0.728'
OBRICKMOULD SILL BEVELED SILL
PVC
8 PVC
3. 5 3 ;3.402"--
3.435" 3.56"
0.065' 0.065'
TYP. TYP.
NOTE:
USE OF EITHER BRICKMOULD OR BEVELED
FRAME TYPES IS QUALIFIED UNDER THIS
APPROVAL TO THE SIZES AND
PERFORMANCE LIMITS LISTED HEREIN.
OBEVELED FRAME
PVC
Imo-- 3.402'
1
3.812"
065' rrT"YP.
OFRAME COVER
PVC
1 2.D06'
0.06
OINTEGRAL MULLION
PVC
0.06"
7/8' O.A. O.A.
INSINSULATEDINSULATED
3.26' ANNEALED ANNEALED
0.064'
GLASS UNIT GLASS UNIT
3' EXTERIOR - EXTERIOR -
1.852•rx- 0.06• / /
I/2' MIN. TYP.
INTERIOR
I/2' MIN. TYP.
INTERIOR
GLASS BITE " GLASS BITE _
DOW 995 COMPRESSION
SILICONE GLAZING TAPE
GLAZING DETAIL 1 GLAZING DETAIL 2
FOR USE IN ANY LITE FOR USE IN SINGLE HUNG
FIXED OR SASH) FIXED LITES ONLY
PlyGem-1
WINDOWS
433 N. MAIN ST.. PO BOX 559
ROCKY MOUNT. VA 24151
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SHEET: 6 OF G
2/14/2018 Florida Building Code Online
NrofessioA na! Regulation
i -
a, "4 , * .6HPR HOKE';AHDUt DHPR DHPII OI ISIDN9 .COMACi DHPtt
Florida
r " Product Approval
Si usER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria Refine Search
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
FL#
v -V
Type Manufacturer Validated By Status
FL16104-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved
History Category: Windows 804) 684-5124
Subcategory: Fixed
Approvea Dy uesrk. Approvals Dy uorn snail ue revicweu m U y 1-1 a- w •._ ........ ,
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. CopyE ht 2007-2013 State of Florida.:: Privacy 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(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:
e0heet
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_lst.aspx
1/1
2/14/2018 Florida Building Code Online
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N._ssional Rgulaf on
mUT-'OHPR OBPR OIvishS4 'coNTACTCBPR
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I
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PubliUser iln?:'
t'11:::ft,1 Product
Approval Menu > Product or Application 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_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlowfMlaS%2bmis69°/p2bu%2b9HkgEWvjtUoll4FU%2fw%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
16104.1 Ply Gem 1500 Fixed Window, 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
FL16104_R4_C_CAC _NI011337.02-Rl.pdf
FL16104_R4_C_CAC _NI011337.03-Rl.pdf
FL16104_R4_C_CAC _NI011337-R1.pdf
Quality Assurance Contract Expiration Date
11/30/2022
Installation Instructions
FL16104_R4_II_PGW177-B.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL16104_R4_AE_Eva] Report-PGW177-B.pdf
Created by Independent Third Party: Yes
116104.2 I Ply Gem 1500 I Fixed Window, 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
FL16104_R4_C_CAC NI011337.02-R2.pdf
FL16104_R4_C_CAC _NI011337.03-Rl.pdf
FL16104_R4_C_CAC _NI011337-Rl.pdf
Quality Assurance Contract Expiration Date
11/30/2022
Installation Instructions
FL16104_R4_II_PGW178 AS TESTED.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
116104.3 I Ply Gem 1500 I Fixed Window, Impact (Alt. Substrates) I
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
FL16104_R4_C_CAC _NI011337.04-R2.pdf
Quality Assurance Contract Expiration Date
11/30/2022
Installation Instructions
FL16104_R4_II_PGW179-B.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL16104_R4_AE EvalReport-PGW179-B.pdf
Created by Independent Third Party: Yes
116104.4 I Ply Gem 1500 I Fixed Window, Impact (As Tested)
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
FL16104_R4_C_CAC_NI011337.04-R2.pdf
Quality Assurance Contract Expiration Date
11/30/2022
Installation Instructions
FL16104_R4_II_PGW180 AS TESTED.pdf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next ,
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyri ht 2007-2013 State of Florida.:: Privacy fitatement :: 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 here .
Product Approval Accepts:
a ® eClreck
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS%2bmis69%2bu%2bgHkgEWvjtUoll4FU%2fw%3d%3d 2/3
2/14/2018 Florida Building Code Online
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhl0wfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 3/3
PLY GEM WINDOWSSERIES 1500 FIXED WINDOW (NON -IMPACT)
NOTES:
I. 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.
FL 16104.1
SIZE CHART
OVERALL SIZE
REQUIRED
GLASS TYPE
MAX. O.C.
SPACING,
FRAME OR CLIP
ANCHORS
MAX. DESIGN
PRESSURE
MISSILE IMPACT
RATINGWIDTHHEIGHT
48-1/8" 96" ANNEALED 14-1/2' 55/- 55 PSF
NON -IMPACT72. 96" TEMPERED 12" 40/- 45 PSF
120-1/16" 56' TEMPERED 13-1/2' 45/- 50 PSF
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
I INSTALLATION 8 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 1-1/2" 7/16"
G=0.42)
16 GAUGE (0.060") STEEL 36 KSI MIN. 1 #10-16 SELF -DRILLING SCREW FULL, PLUS 3 7/16"
B 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 1-1/2" 1-1/8"
D HOLLOW OR GROUT -FILLED CMU 3/16" 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 060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 2" G UWORI/8" ALUM. 6063-T5 MIN. 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,
435 N. MAIN ST.. PO BOX 559,
ROCKY MOUNT, VA,24151
PH: 540-484-6348
FX: 540-484-6683
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No 58201 .9G
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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 #:
PGW177
SHEET: I OF /
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6" FROM -
1 If _ _ CORNER, TYP,
INSTALLATION
ANCHOR, TYP.
FL 16104.1
UNIT MAX. WIDTH
SEE SIZE CHART, SHEET I
TYPICAL ELEVATION
MAX. O.C.,
SEE CHART
SHEET I
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 1
4" FROM _
I — 8-1/2v O.C.yjff1RNFRTYP
6" FROM
CORNER, TYP.
W)I
T (W)
H)
H)
1 T
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FIN INSTALLATION
MAX. O.C.,
SEE CHART, 1~ISHEETI
lot
ANCHOR LAYOUT
CLIP INSTALLATION
4" FROM
CORNER, TYP.
8-1/2" O.C.,
TYP.
LATI ON
n OR, 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.
O Ply Gem - WINDOWS
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-484-634B
FX: 540-484-6683
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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 #:
PGW177
SHEET: 2 OF /
MIN. EMBED.
SEE TABLE I, SHEET I
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
SUBSTRATE
BY OTHERS
PERIMETER MIN. EDGE DIST.
SILICONE CAULK SEE TABLE I, SHEET I
SEE NOTES 14 8, 15.
SHEET I
MAX.
SHIM SPACE
71
SEE GLAZING
DETAIL SHEET 4
EXTERIOR INTERIOR
g VERTICAL SECTION
3 HEAD
BRICKMOULD FRAME- FIN INSTALLATION
Y SEE GLAZING
DETAIL SHEET 4
EXTERIOR -- INTERIOR
1
PERIMETER Luz
SILICONE CAULK '/la
SEE NOTES 14 8 15, • • •
SHEET I
SUBSTRATE '.'...'.'.'.'.'.
BY OTHERS
I NSTALLATI ON __L'_---'(
ANCHOR
MIN. EDGE DIST.
SEE TABLE I, SHEET 1
PERIMETER SILICONE CAULK
SEE NOTES 14 & 15, SHEET I
7/8" O.A. INSULATED
GLASS UNIT
TEMPERED OR
ANNEALED GLASS,
EXTERIOR — \ SEE SHEET 1)
1/2' MIN. TYP. /
INTERIOR
GLASS BITE
DOW 1199
SILICONE
GLAZING DETAIL
NOTE:
SEE SHEET 1 FOR REQUIRED
GLASS TYPE BASED ON UNIT
SIZE.
q5/
16" MIN.
I/4' MAX.
r SHIM SPACE
MIN. EMBED.
SEE TABLE I, SHEET I
SEE TABLE I, _ MIN. EDGE DIST.
SHEET I SEE TABLE I, SHEET I
VERTICAL SECTION
FL 16104.1 3 SILL
BRICKMOULD FRAME- CLIP INSTALLATION
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
SUBSTRATE
1/7 BY OTHERS
MIN. EMBED.
SEE TABLE I, SHEET I
tZI/4" MAX.
SHIM SPACE
SEE GLAZING
DETAIL SHEET 4
EXTERIOR 7 INTERIOR
C VERTICAL SECTION
3 HEAD
BEVELED FRAME - FRAME INSTALLATION
SEE GLAZING
DETAIL SHEET 4
EXTERIOR INTERIOR
1/4' MAX.
SHIM SPACE
PERIMETER SILICONE CAULK - - - I
SEE NOTES 14 & 15, SHEET I
MIN. EDGE DIST
SUBSTRAT
SEE TABLE I,
BY OTHERS
SHEETI
INSTALLATION ANCHOR
SEE TABLE 1, SHEET I MIN. EMBED.
SEE TABLE I, SHEET I
rD-' VERTICAL SECTION
3 SILL
BEVELED FRAME- FIN INSTALLATION
o Ply Gem - WINDOWS
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-484-6348
FX: 540-484-6683
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No 56201'a 5
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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 #: PGW177
SHEET:
3
OF /
MIN. EMBED.
SEE TABLE I, SHEET 1 yl 1/4" MAX.
SHIM SPACE
INTERIOR
MIN. EDGE DIST.
SEE TABLE I, SHEET I
SEE GLAZING
DETAIL SHEET 4
SUBSTRATE
BY OTHERS
1
INSTALLATION ANCHOR
SEE TABLE I, SHEET I
EXTERIOR
PERIMETER E II HORIZONTAL SECTIONSEENOTES14LICO& 15, SHEET E
4 JAMB
BRICKMOULD FRAME - FRAME INSTALLATION
MIN. EMBED.
SEE TABLE I, SHEET I
4" MAX.
SHIM SPACE
MIN. EDGE DIST.
SEE TABLE I, SHEET
INTERIOR
5/16° MIN. SUBSTRATE
BY
OTHERS INSTALLATION
ANCHOR SEE
TABLE I. SHEET I PERIMETER
SILICONE CAUL SEE
NOTES 14 & 15, SHEET IFL
16104.1 SEE
GLAZING DETAIL
SHEET 4 o
EXTERIOR
G
HORIZONTAL SECTION 4
JAMB BEVELED
FRAME - CLIP INSTALLATION MIN,
EDGE DIST. 1/
4" MAX. y SEE TABLE I, SHEET I SHIM
SPACE SUBSTRATE BY
OTHERS INTERIOR
INSTALLATION ANCHOR SEE
TABLE I, SHEET I SEE
GLAZING DETAIL
SHEET 4 MIN.
EMBED, SEE
TABLE I, SHEET I 1
o
EXTERIOR
PERIMETER
SILICONE CAULK SEE
NOTES 14 & 15, SHEET I F
HORIZONTAL SECTION JAMB
BRICKMOULD
FRAME - FIN INSTALLATION MIN.
EMBED. SEE
TABLE I, SHEET 1 1/
4" MAX. SHIM
SPACE i
SUBSTRATE BY
OTHERS INTERIOR
INSTALLATION
ANCHOR SEE
TABLE I, SHEET I SEE
GLAZING DETAIL
SHEET 4 MIN.
EDGE DIST. SEE
TABLE I, SHEET I iw.
EXTERIOR
PERIMETER
SILICONE CAULK SEE
NOTES 14 & 15, SHEET I H
HORIZONTAL SECTION 4
JAMB BEVELED
FRAME - FRAME INSTALLATION Ply
Gera® 433
N. MAIN ST.. PO BOX 559, ROCKY
MOUNT. VA Z4151 PH:
540-484-6348 FX:
540-484-6683 Q
o o -
12/
19/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 TURNER
ENGINEERING & CONSULTING,
INC. COA #
29779) 1239
JABARA AVE. NORTH
PORT, FL 342BB PH.
941 -380-1 574 DWG #:
PGW177
SHEET:
4 OF
PLY GEM WINDOWSSERIES 1500 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
tl/2 INCH O.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
SHI M(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM
WHERE SPACE OF U/ 6 INCH OR GREATER OCCURS. SHI M(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 1 1/2 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.
8. 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. 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.
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
48-1/8" 96" ANNEALED 55/- 55 PSF
NON -IMPACT72" 96" TEMPERED 40/- 45 PSF
120-1/16" 56" TEMPERED 45/- 50 PSF
TABLE OF CONTENTS
SHEET DESCRIPTION
I INSTALLATION & GENERAL NOTESESHEET2ELEVATIONS
3 ANCHOR LAYOUTS
4 VERTICAL SECTIONS & GLAZING DETAIL
5 HORIZONTAL SECTIONS
PlyGem-
433 N. MAIN ST., PO BOX 559
IROCKYMOUNT, VA 24151
PH: 540-484-6348
FX: 540-484-6683
I O Io' . c
ID I I I
W m
o
O U N
0WH- n
nQ
DWG #:
PGW178
SHEET: I OF 5
Ply GemWINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PH: 540-484-6348
FX: 540-484-6683
W - - F c UQo0
UNIT MAX. o "'
o -
WIDTH 72"
m
V 2
m J
UNIT MAX.
D.L.0 MAX. J
WIDTH 67j"
B
4
7. o z U)
z o zo
A
X o N ww0_ W Q n U
UNIT MAX. o z
HEIGHT
n O Z ~
96' G H
w
N O L
5 5 w o
UNITE F N w w
IL n
HE 5 0 5 x a
o
w a
D.L.O. MAX.
HEIGHT z Q m
912 N
kwQ m NI l< UTYPICAL
ELEVATION 120-
1/16" x 56" UNIT A
D 4
4 TYPICAL
ELEVATION 72"
x 96' UNIT 0
ww
HN
aDWG #:
PGW178
FL
16104.2 SHEET: 2 OF 5 WIDTH
12016" D.
L.O MAX. WIDTH
11516 4
4 G
D.
L.O. MAX. 5 MAX. E
HEIGHTH
5
F
54' FROM
CORNER, TYP.
21" OT C.,
TYP.
f
W) {
I (W)
1
I (H)
FL 16104.2
4" FROM - 7- O.C.,
nPKIPA TYP r o i
B' O.C.,
TYP.
ANCHOR LAYOUT
FRAME INSTALLATION
120-1/16" x 56" UNIT
NOTE:
USE OF EITHER BRICKMOULD OR BEVELED
FRAME TYPES IS QUALIFIED UNDER THIS
APPROVAL TO THE SIZES AND
PERFORMANCE LIMITS LISTED HEREIN.
FIN INSTALLATION
120-1/16" x 56' UNIT
r 54' FROM
i CORNER, TYP.
INSTALLATION
ANCHOR, TYP.
6" FROM r— CORNER,TYP.
Ply Gera® CORNEROTYP.
I
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PH: 540-484-6348
FX: 5L0-48L-6683
W
7' Q.C., a o 0
TYP. a
ILLATION
ANGMOR, TYP.
IB' O.C.,
TYP.
6' FROM
CORNER, TYP
0.
16' O.C.,
TYP,
ANCHOR LAYOUT
INSTALLATION
CLIP INSTALLATION
ANCHOR AT CLIP, TYP.
120-1/16' x 56" UNIT
SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE
UNIT SIZE
DESIGN
PRESSURE
INSTALLATION TYPE & ANCHOR SPACING
WIDTH HEIGHT
FIN FRAME CLIP
HEAD JAMB SILL HEAD I JAMB I SILL HEAD JAMB SILL
48-1/8" 96" 55 PSF 7.00" 7.00' 7.00' I8.00' 21.00' NONE' 18.00' 16.00' 1 18.00'
72" 96' 40 / -45 PSF 7.00' 7.00" 7.00" 18.00' 21.00' 18.00" 18.00' 16.00' 18.00'
120-1/16' 56" 45 /-50 PSF 7.00- 7.00" 7.00" 18.00' 21.00" IB.00" I8.00" 16.00- 18.00"
N I Q I= IV) Z I
0w1- tn
H
N
I. 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)
4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. SHEET: 3 OF 5
CONCRETE/ MASONRY
BY OTHERS 1 1/2' MIN.
EMBEDMENT
CAULK BETWEEN °
CONCRETE/ MASONRY IN 2X '
WOOD BUCK BY OTHERS a.
2X WOOD BUCK `
BY OTHERS
EXTERIOR FINISH
BY OTHERS
SILICONE SEALANT
BY OTHERS
O.A.
UNIT
HEIGHT
EXTERIOR
8 WOOD SCREW
INSTALLATION ANCHOR
SEE GLAZING
DETAIL SHEET 4
INTERIOR
VERTICAL SECTION
HEAD - 2X WOOD BUCK
BRICKMOULD FRAME - FIN INSTALLATION
SEE GLAZING
DETAIL SHEET 4
EXTERIOR — INTERIOR
O.A. /
UNIT /
HEIGHT
SILICONE SEALANT
BY OTHERS .
EXTERIOR FINISH
BY OTHERS
2X WOOD BUCK '
3/4' MIN.
EDGE DISTANCE
1/4' MAX.
SHIM SPACE
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK ---.,'a.
BY OTHERS
EXTERIOR FINISH
BY OTHERS " " " '
SILICONE SEALANT
BY OTHERS
7/8" O.A. INSULATED
GLASS UNIT
TEMPERED OR
ANNEALED GLASS)
EXTERIOR
1/2' MIN. TYP.
INTERIOR
GLASS BITE
DOW 995
SILICONE
GLAZING DETAIL
NOTE:
SEE SHEET I FOR REQUIRED
GLASS TYPE BASED ON UNIT
SIZE.
1/4' MAX.
SHIM SPACE
1 1/2" MIN.
EMBEDMENT
BY OTHERS 1
CAULK BETWEEN
a #8 WOOD SCREWCONCRETE/ MASONRY 2X
WOOD BUCK BY OTHERS , 3/4' MIN.
INSTALLATION ANCHOR
CONCRETE/ MASONRY EDGE DISTANCE
BY OTHERS
rA--- VERTICAL SECTION
FL 16104.2
n SILL-2X WOOD BUCK
BRICKMOULD FRAME - CLIP INSTALLATION
C
0 A /
UNIT 1
HEIGHT
EXTERIOR
3/4' MIN.
EDGE DISTANCE 8 WOOD SCREW
INSTALLATION
ANCHOR
1 1/2" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
SEE GLAZING
DETAIL SHEET 4
INTERIOR
VERTICAL SECTION
HEAD - 2X WOOD BUCK
BEVELED FRAME- FRAME INSTALLATION
F—SEE GLAZING
DETAIL SHEET 4
EXTERIOR — INTERIOR
O.A. / \
UNIT 1
HEIGHT
1/4' MAX.
ESHIM SPACE113/4" MIN.
EDGE DIST
SILICONE SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
2X WOOD BUCK
BY OTHERS __ #8 WOOD SCREW
CAULK BETWEEN n°
a'
INSTALLATION
ANCHOR
CONCRETE/ MASONRY & 2X
d•.'
WOOD BUCK BY OTHERS 1/2' MIN.
CONCRETE/ MASONRY EMBEDMENT
BY OTHERS
VERTICAL SECTION
SILL-2XWOOD BUCK
BEVELED FRAME - FIN INSTALLATION
Ply Gem-1WINDOWS
433 N. MAIN ST.. PO BOX 559
ROCKY MOUNT. VA 24151
PH: 540-484-6348
FX: 540-484-6683
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SHEET: 4 OF 5
1 1/2' MIN.
EMBEDMENT
8 WOOD SCREW 1/4' MAX.
INSTALLATION ANCHOR SHIM SPACE
INTERIOR
3/4' MIN.
EDGE DISTANCE °
O SEE GLAZING SEE GLAZING
DETAIL SHEET 4 DETAIL SHEET 4
CONCRETE/ MASONRY f 6 • _
BY OTHERS
CAULK BETWEEN \
CONCRETE/ MASONRY & 2X 1 /
WOOD BUCK BY OTHERS `\
2X WOOD BUCK o
BY OTHERS \ —
EXTERIOR FINISH EXTERIOR
BY OTHERS
O.A.
SILICONE SEALANT
UNIT
BY OTHERS
WIDTH
E HORIZONTAL SECTION
5 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 DISTANtEINTERIOR
SEE GLAZING
CONCRETE/ MASONRY DETAIL SHEET 4
BY OTHERS
CAULK BETWEENCONCRETE/ MASONRY & 2XWOODBUCKBYOTHERS2XWOODBUCK1
BY OTHERS _
v
EXTERIOR FINISH
BY OTHERS
EXTERIOR
SILICONE SEALANT
2
O.A.
BY OTHERS UNIT —
WIDTH
HORIZONTAL SECTION
JAMB - 2X WOOD BUCK
FL 16104.2 BEVELED FRAME CLIP INSTALLATION
MIN.
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
INTERIOR
8 WOOD SCREW
INSTALLATION ANCHOR
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
1 1/2" MIN.
a v "EMBEDMENT
L7
y
EXTERIOR
O.A.
UNIT
WIDTH
F HORIZONTAL SECTION
5 JAMB-2X WOOD BUCK
BRICKMOULD FRAME - FIN INSTALLATION
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
BY OTHERS
CAULK BETWEEN
INTERIOR CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK
O BY OTHERS
SEE GLAZING
DETAIL SHEET 4
v •'
3/4" MIN.
EDGE DISTANCE
EXTERIOR FINISH
BY OTHERS
EXTERIOR
O.A. SILICONE SEALANT
UNIT BY OTHERS
WIDTH
H HORIZONTAL SECTION
5 JAMB -2XWOOD BUCK
BEVELED FRAME - FRAME INSTALLATION
Ply GeraWINDOWS
433 N. MAIN ST., PO BOX 559
ROCKY MOUNT, VA 24151
PH: 540-48L-6348
FX: 540-484-6683
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DWG #:
PGW178
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Code Version 2017 FL# 16118
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FL#
y
Type Manufacturer Validated By Status
FL16118-R3 Revision Ply Gem Windows Locke Bowden Approved
History Category: Windows 334) 300-1800
Subcategory: Mullions
npprovea oy uorn. hppi uvan uy vorn oumi ._.._.. , , • --•.-.-. -.._ __.......__._.. ..
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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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 850.487.1395. -Pursuant to Section
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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.,
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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
i Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16118_R3_COI_Ply Gem COI.pdf
1709.8
Product Approval Method Method 2 Option B
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Date Submitted 10/17/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/24/2017
Date Approved 12/12/2017
Summary of 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 FL16118_R3_II_PGW189.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 FL16118_R3_AE_PER5112.Ddf
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_PGW190.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 FL16118_R3_AE_PER5113.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 FL16118_R3_II_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.pdf
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_II_PGW204.Ddf
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 FL16118_R3_AE_PER5115.pdf
evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
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Code Version 2014 FL# 12194
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Search Results wppncaz,ons
FL# Type Manufacturer Validated By Status
FL12194-R5 Revision Aluminum Coils, Inc. Locke Bowden Approved
Category: Panel Walls 334) 300-1800
History Subcategory: Soffits
Contact Us:: 2601 Blair Stone Road Tallahassee Fl- 32322 Phone: 850-487-1824
The State of Florida is an AVEEO employer. Copyright 2007-2913 State of Florida.:: Privacy 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 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 licervsed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emaiLs provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please dick here .
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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
n Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the 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 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4
Soffits - FINAL.pdf
Referenced Standard and Year (of Standard) Standard
AAMA 1402
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1986
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Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 06/14/2017
Date Validated 06/14/2017
Date Pending FBC Approval 06/19/2017
Date Approved 08/08/2017
Date Revised 09/06/2017
Summary of Products
FL # Model, Number or Name Description
12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use Installation Instructions
FL12194 R5 II ALC15001 2 Evaluation Report 2014 FBCApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes 04 T4 Soffits - FINAL.Ddf
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: +80/-90 Created by Independent Third Party: Yes
Other: See Evaluation Report for limits of use. Evaluation Reports
FL12194 R5 AE ALC15001 2 Evaluation Report 2014 FBC
04 T4 Soffits - FINAL.Ddf
Created by Independent Third Party: Yes
Contact s :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED employer. Copvrioht 2007-2013 State of Florida.:: Privacv 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 sendelectronicmalltothisentity. 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 address iftheyhaveone. The emaRs 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 ad FS
which can be made available to the public To determine if you are a licensee under
Chapterhere .
Product Approval Accepts:
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5. rp- I r—
C; R E t'K
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www.aluminumcoilsinc.com
Tampa, FL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
FLORIDA BUILDING CODE 5T" EDITION (2014)
PRI Construction Materials Technologies (QUA9110)
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 (TST1577) CTLA 1847W AAMA 1402 1936
Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986
PRI Construction Materials Technologies (fST5878) ACIx-003-02-01 AAMA 1402 1986
PRI Construction Materials Technologies (fST5878) ACIX-003-02-02 AAMA 1402 1986
LIMITATIONS
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 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 12032.
6. Feld fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall
be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
PRODUCT DESCRIPTIONS '
Wil" F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for
dimension drawings,
318" J-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum J-channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.0194.nch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings.
ALC15001 FL12194-R3 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20. 3. The manufacturer shall notify CREEKTechnicalServices, 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 attnbutes that are not
specifically addressed herein.
ALUMINUM COILS, INC
gC7l
Soffits
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
16" Q4 Soffit Preformed nominal 0.0135-inch 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 M2Ain.ft and for the 'center vent configuration. See Appendix D for
dimension drawings.
TS CE M VENT W S013D PANEL
12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 1-1=14 aluminum soffit Panels provided in 12-
inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent
configuration and 4.2 M2/11n.ft for the 'center vent configuration. See Appendix D for
dimension drawings.
FL12194-R3 Page 2 of 3
ALC1.8001
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 SERVICES, LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R Priest, P.E. have demonstrated compliance with the Florida BuildingCode5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
01111111111111iR. P9 i 2015.08.27
07:05:00No7402112,2
W.grar a.wrrcm.e
04'00'
3 STATE OF 41
fi•'c<
O R, `
1
ZFloridachary R. Priest, P.E.`
Organization No ANF96 1021ONAje
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a frnandal interest in arty 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 enfity involved in the approval process of the
product
APPENDICES
1) APPENDIX A —Approved Systems (7 pages)
2) APPENDIX B — Installation Drawings (12 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001 FL12194-R3 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, 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
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below.
3. Refer to INSTALLATION section of this report 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 SP`F (S.G.. = 0.42) 2x lumber. Substrate attachment shall be designed by others
In accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details areas follows:
a. 12" T4 Soffit —12-inch o.c.
Fastener Fastener
Location Loc@lion
b. 12" T4 Soffit— 4-Inch o.c.
Fastener Fastener Fastener Fastener
Location Location Location Locatl'on
c. 16" Q4 Soffit-16-inch o.c.
Fastener Fastener
Location Lac tion
1
ALC15001 FL12194-R3 Page 1 of 7
This evaluation report is provided for State of Florida product approval under Ruler 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK .
TI=CHNiCAL SERVICES, LLC
d. 16" Q4 Soffit— 8-inch o.o.
Fastener Fastener Fastener.
ALUMiNUM COILS, INC
Soffits
Approved. Sstem Nurnbers.and.Definitions 12F- #
Approved Systems for 12-inch Overhang with F-Channel 12J-#
Approved Systems for 12-inch Overhang with J-Channel 6 #
Approved Systems for 16-Inch Overhang with F-Channel 16J #
Approved Systems for 16- nch Overhang with J-Channel 24F-#
Approved Systems for 24-Inch Overhang with F-Channel 2NA
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 psfl Substrate
F-
Channel Substrate Panel Attachment Fascia Cap Attachment
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. 0072-
Inch dia. x min. 3/16- 12F-
1 16-Inch Wood
min. 1.26-Inch embedment spaced Wood crown staple spaoed 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 1/4-inch One -
i
hdia x min. 1 long
x 0.
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) min 3/4-Inch x 1/4-inoh One (1) min. 1 3/4-Inch long x 12F
3 Max.
Masonry
One (
1) 14 ga. 5/8-Inch long T nail Wood crown staple spaced 8-inoh o.c. 0.
072-Inch die, x min. 1/4-Inch 48 16-
Inch spaced 8-Inch o.c. and securing each panel lap head dla. trip nail spaced 48- 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
essuranoe changes throughout the dUratibn 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.
f.
CREEK
TF-cHNICAL SERv10ES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 12-inch overhang with J-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width Psfl
Substrate
F-Channel
Attachment
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
Max.
Three (3) min. 3/4-
Inch x 1/4-Inch crown.
One (1) min. #8 x 1/2-Inch
long x 318-inch head diameter
One (1) min 3/4-Inch x One (1) min. 1 314-Inch long x
0.072-Inch dia. x min. 1/4-inch 48
12J-1 1Max. Wood staples in diamond
pattern spaced 24-
screw spaced 16-inch o.c.
Wood 1/4-Inch crown staple
spaced 8-inch o..c.. head dia. trip nail spaced 48- 64.2
Inch o.c. connecting soffit to J-channel Inch o.c.
Approved Systems for 16-inch overhang with. F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Widtih Psfl
Substrate
F-Channel
Attachment
Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga. 1/4-Inch crown x
One (1)'min. 1.76-inch x
Ddiameter 16F=
1 Max.
Masonry
One (
1) 14 ga. 6/8-Inch long T nail Wood 1-Inch leg staples spaced max. finishing ngn Hallllwith min. 3/16- f53.3 12-
Inch spaced max. B-Inch O.C. 4-Inch o.c. and securing each inch head spaced panel
lap 12-inch o.c. Three (
3) 18 ga. 1/4-Inch crown x 1- One (
1) 18 ga. 1/4-inch crown x 1-
indh leg staples spaced max. One (
1) m1n.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 nail with min. 3/16- t53.3 spaced
16-Inch o..o. panel lap Inch
head spaced 12-
Inch o.c. One (
1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 3/8-Inch One (1) min. 1 3/4-Inch long x
0.072 inch dia. x min. 16F-
3 Max.
16-
Inch Wood
1.25-inch embedment spaced 24- Wood crown staple spaced 16-Inch 3/16-Inch head dia. trim nail 25.
6 Inch
o.c. O.C. spaced
36-inoh o.c. Max.
Three (
3) min. 3/4-inch x 1/4-Inch One (1) min 3/4-Inch x 1l4-Inch Ohe (
1) min. 1 3/4-Inch long x
0.072-Inch dia..x min. 1/4- 27 16F
4 16-Inch Wood
crown staples in diamond pattern Wood crown
staple spaced 6-Inch o.c. Inch head dia, trip nail 36.1 spaced
24-Inch o.c, spaced 48-inch o.e. ALC
1.5001 FL12194-R3 3of7 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.
CREEK1
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width Psfl
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
inch diameterflng16F-5
Max.
16-Inch Masonry
One (1)'14 ga. 5/8-Inch long T nail
spaced 8-Inch o.c.
Wood 1-Inoh leg staples spaced 4-
Inch o.c. and securing each
pall with min. 3/1 G- finishing H 43.3
panel lap
Inch head spaced
16-inch o.c.
Three (3) 18 ga.1./4-Inch crown x 1-
One (1) 18 ga1/4-inch crown x One (
1) min.'1.75-inch x 0..
072-inch diameter 16F-
6 Max.
16-
inch Wood
Inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch
o.c. and securing each finishing nail with min. 3/16- t43.3 spaced
16-Inch o.c. panel lap Inch
head spaced 16-
inch o.c. Approved
Systems for 16-inch overhang with J=Channei 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 1/4-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 crown staples in diamond pattern spaced
24-Inch o.c.. Wood
crown staple spaced 8-Inch o:c. min. 1/4-Inch head dla. trip 31.4 nail
spaced 46-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 dUrati.bn 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 spedinbaliy addressed herein.
CREEK
TECHNICAL SERVICES, LLC•
ALUMINUM COILS, INC
Soffits
Appendix A
Approved 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
AttachmentAttachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1-Inch legNo
Three (3)'18 ga.1/4-
Nmi SYP
anchored to
staples spaced
12-inch o.c. securing One (1) 18 ga.
One (1) min. 1.75-Inch x
Max. Wood
Inch crown x 1-Inch
leg staples In
rafter with one each panel lap
Wood
inchinchcrownx1-inch
0.072-Inch diameter
finishing Hall with min. 801-9D24F-1 12-Inch
diamond pattern
min'
ch
One (1) min. 1.75-Inch
staples spaced 8-
inch
3116-Inch head spaced
spaced 16-Inch o.c. Inch x 7d ringIn
shank nail
x 0.072-inch diameter
ocleg
12-inch o.c.
24-inch o.c. finishing nail with min.
3/16-Inch head spaced
44nch o.c.
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staples spaced
Onp (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
24F-2
Max. Wood
Inch x 11 ga.
smooth shank
anchored to
rafter with one
each panel lap
Wood
Inch crown x 1-Inch
leg staples spaced 8-
0..072-inch diameter
finishing nail with min.
80/
76.612-inch
roofing nall spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c.
3/16-inch head spaced
16-inch o.c. inch ring shank x 0.072-Inch diameter 12-Inch ox.
nail 24-in.ch 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 (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
O'072-Inch diameter
80!
24F-3 1Max. Masonry Inch long T nail
spaced 8-inch o.c.
rafter with one
1) 7d x.2.25- One (1) min. 1.75-inch
Wood
leg staples spaced 8- spaced finishing nail with min.
3/1.6-inch head spaced 76.6
inch ring shank x 0.072-inch diameter
inch 12-Inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-Inch head spaced
4-inch o.c.
ALC15001 FL12194-R3 Page 5 of 7
This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the 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 SI~RVICES, LLG
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psfl
Substrate
F-Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga. 1/4-Inch
Nominal 1x2NNorm crown x 1-inch leg
Three (3) 18 ga.1/4-
SYP
anchored to
staples spaced
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
diamond pattern
1) min 2 25- One (1) min. 1.75-Inch
Wood leg staples spaced 8-
inch o.c. and securing
finishing Hall with min.
3/16-Inch head spaced
801-60
spaced 16-Inch o.c. Inch x 7d ring
shank. hall 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
Nominal 1x2 staples spaced
One (1).min. 1.5- No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x
Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter
24F-6
Max.
Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60
16-Inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3/16-Inch 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-inoh o.c:
One (1)18 gaJ/4-inch
crown x 1-inch leg
Nominal 1x2 staples spaced
No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min; 1.75-Inch x
One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter
24F-6
Max.
Masonry inch ong'T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60
18-Inch spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3/16-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
4-Inch o.c.
AL015001 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 addfessed herein.
CREEK
Tt:,CHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Sofflts
Appendix A
Approved Systems for 24-inch overhang with J-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
Batten
J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
No. Width psf)
Attachment.
Nominal 1x2 No.2 SYP
scabbed between
rafters with one (1)
min. 2.25-inch x 7d One (1) 18 ga.1/4-inch
Nominal 1x2
No.2 SYP Three (3) 18 ring shank nail
straight -nailed through
crown x 1-Inch le g
staples spacedpOne 1) min. 1.75-inch
anchored to ga.1/4-Inch crown thesafter into the end 12"inch pa securing
each panel lap
One (1) 18 ga.'/.- x 0.072-inch diameter
Max. rafter with one x 1-inch leg of the batten or two (2) Wood
inch crown x 1-inch
finishing nail with min. t60
24J-1 12-inch 1) min. 2.26- staples in diamond min. 2.25-Inch x 7d One (.1) min. 1.76=inch leg staples spaced 3/16-inch head spaced
Inch x.7d ring pattern spaced 16- ring shank fails toe- x 0.072-Inch diameter 8-inch o.c,
12-inch O:c.
shank Hall inch o.c. nailed on either side of
the batten at each finishing Hall with min,
24-Inch o.C. batten/rafter
3116-Inch-head spaced
Intersection. Max. 4-Inch o.c.
rafter spacing Is
24-Inch o.c.
Nominal 1x2 No.2 SYP
scabbed between
rafters with one (1) One (1) 18 ga.1/4-inch
Nominal 1x2
min. 2.25-Inch x 7d
ring shank nail crown x 1-Inch le g
No.2 SYP Three (3) 18 straight -nailed through
staples spaced
12-Inch securing
One (1)18 ga. Y+
inch crown x
One (1) min. 1.75-inch
anchored to ga.1/4-inch crown the rafter into the end each panel lappa acedlegstaplesspaced
x 0.072-Inch diameter
24J 2
Max.
16-inch.
rafter with one
1) min. 2.25-
x 1-inch leg
staples In diamond
of the batten or two (2)
min. 2.25-Inch x 7d One (1) min. 1.75-Inch
Wood 8-Inch o.c. and finishing nail with min.
3/16-inch head spaced
t53.3
Inch x 7d ring pattern spaced 16- ring shank nails toe-
on
x 0.o724nch diameter securing each. panel 16-Inch o.c.
shank Hall inch o.c, nailedeither side of finishing nail with min. Igp 24-
inch o.c. the
batten at each batten/
rafter 3/
16-Inch head spaced Intersection.
Max. 4-
Inch o.c. rafter
spacing Is 244ach
o.c. ALC15001
FL12194-R3 Page 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, 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
T1;cHNiCAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
INSTALLATION
Note - Refer to .the APPRoyEn Sysr,EMs section of this report for additional Installation details of a selected system and maximum design pressures limitations.
No. I Installation Dotail
Min, 3181, -head dia. nail with min. 11611
engagement(fbr wood substrate) or
min.. 0..09711 die. T-nail or -stub nail
with inin, 570" engegement(for concrete
or block substrate), spaoed as noted
above.
ASCIA .SLIP BOARD
FASCIA TRIM
1217-1
12F-3 & I I I II \—"F\— CHANNEL
SOFFIT OVERHANG WIDTH VARIES)
Wood, conarate
or alcolc
4PAINTED
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/S" STAPLE
16" O.C.
FASCIA LIP 1/4"
5.5,
1 3./4" TRIM NAIL
MIN, 5 NAILS PER 12" PIECE .
SOFFIT & FASCIA 'DETAIL
ALCI5001 FL12194-R3 Page 1 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnical 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 speolficaily addressed herein.
CREEK
TI~CHNICAL. SI;RVICI~S, LLC
12F-2
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
OPEN RAFTER i "3T`" O SOFFIT STAPLE
I I DIAMOND PATTERN
L; D ETAI L
STAPLES f/ FACIA 80ARD , ,
CAP
3/4" X 1 /4" CROWN
STAPLE "B" ON CENTER'
1-3/4" TRIM NAZI
PAINTED S.S. 4B"
O.Q.
S0FFTT- max. 12.-inch span
1-3/4" TRIM NAILI — FACIA BOARD
PAINTED S.S,
FASCIA CAP
3/4".X 1/4"
CROWN STAPLE
SOFFIT & FASCIA
D ETAI L
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 assuranoe changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
HE-
MANMCREEK
TECHNICAL. SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
i OPEN RAFTER
3/8s W \ SOFFIT STAPLE
GIST 11 j DIAMOND
DETAIL. L3/v
PATTERN
FACIA BOARD —j KTVM1
STARES /
3/4" X 1/4' CROWN STAPLE "24"
ON CENTER USING A DIAMOND PATTERN FASCIA CAP
12J-1
3/4" X 1%4" CROWN
8" 1-3/4" TRIM NAIL
FACIA BOARD
CHANNEL 1-3/4" TRIM NAIL
STAPLE ON CENTER
PAINTED S.S.
screwed to soffit
with oneti) :Ile x PAINTED S S 48" FASCIA CAP
1 /2" x 3/8" head
diameter
O.C.
3/4" X 1/4"
screw,
161, 0.6. CROWN STAPLE
SOFFIT —max. 12-inch span
WOOD OR BLOCK
SUBSTRATE
SOFFIT & FASCIA
D ETAI L
ALC15001 FL12194-R3 Page 3 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify. CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,. Installation, recommended use, or other
product attributes that are not spe6lfically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installatibn Detail
1'I" TRIM NAIL FASCIA BOARD
PAINTED 55.
FASCIA CAP
OPEN RAFTER
SOFFIT
1"x7" CROWN STAPLE
FASCIA BOARD
14 pA 5/0"T•lian
16F-1 SOFFIT & FASCIA
W 6F-5 DETAIL
FASCIA CAP; REFER
TO'SOFFIT L FASCIA
DETAIL
F" CHANNEL
SOFFIT; MAX: 16"
SPAN
MASONRY
SUBSTRATE
ALC15001 FL.12194-R3 Page 4 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance ehanges'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 speolfically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
No. I Installation Detail
Min. 3/8" head di.a. nail with spin. I%"
engagementt'for wood 'sustrat'a) ob
min. 0..091" dia. T-nail or stub .nail
with min. 5/8"• engag'emenL(f.or cpn:orete
or block su):isbrgta), ep&bed as. noted
above..
FASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
16F-3 I I I II \--"F" CHANNEL
Wood, Concr=*=
or Blook. W
FASCIA LIP 1 /4"
STAPLE SOFFIT TO
ASGIA BOARD F50
8" X 3/8" STAPLE
16" 0. C.
I --PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT A FASCIA DETAIL
ALUMINUM COILS, INC
S offits
Appendix B
ALC15001 FL12194-R3 Page 5 of'12
This evaluation. report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not sped1fically 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
OPEN RAFTER , \\\
SOFFIT STAPLE
JDIAMOND.
PATTERN
a,/O-- KTVM
srrt.Ec !
FACIA BOARD i
CAP
3/4" X 1 /4" CROWN 1 _3/4" TRIM NAIL
FACIA BOARD
STAPLE "8" ON CENTER pAINTED S.S.
1-3/4" TRIM NAIL
PAINTED S.S. 48" FASCIA CAP
O.C. 3/4" X 1 /4"
CROWN STAPLE
SOFFIT -*max.. 16=inch span
SOFFIT
SOFFIT 8c FASCIA
D ETAI L
ALC15001 FL12194-R3 Page 6 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Tedhnical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreport ('i valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not spebificaily addressed herein.
r
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
S gtoni No. Instfillatton Detali
1 TRIM NAIL FASCIA BOARD
PAINTED S-S.
FASCIA CAP
SOFf1T
CROWN STAPLE
OPEN RAFTER
FASCIA BOARD
1"4" CROWN SOFFIT & FASCIA
STAPLES
USHRO.A DIAMOND DETAIL
16F-2 &
PATTERNi REFER To
SOFFIT STAPLE
16F-6 DIAMOND PATTERN
DETAIL FASCIA CANREFER
TD SOFFIT L FASCIA 3,\
DETAIL 8
F" CHANNEL 3/8'11
SOFFITi MAX. 16" I
SPAN
WOOD
SUBSTRATE
SOFFIT 'STAPLE
DIAMOND PATTERN
ALCI5001 FL12194-R3 Page 7 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are riot specifically addressed herein..
CREEK
TECHNICAL SERVICES, LLC
System NO. f Installation Detail
16J-1
X 1 /4" CROWN 'STAPLE "24"
CENTER USING •A DIAMOND PATTERN
WOOD OR BLOCK
SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
OPEN RAFTER
I
3/13 \ SOFFIT STAPLE
OIST It -i 1 DIAMOND PATTERN
i DETAIL
FACIA BOARD .' "
s• AMXSrn.Es
FASCIA CAP
3/4" X 1 /4" CROWN FACIA BOARD
STAPLE "8" ON CENTER 1-3/AI TRIM NAIL
1-3/4" TRIM NAIL
PAINTED S.S.
PAINTED S.S. 48" FASCIA CAP
O.C.
3/4" X 1%4"
CROWN STAPLE
SCFFrr—max. 16-inch span.
SOFFIT & FASCIA
D ETAI L
ALG16001 FL12194-R3 Page 8 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the, duration for which this report'is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNiCAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
SysteM No. Installation Detail
1 ' TRIM NAIL FASCIA BOARD
PAINTED S.S,
1"xl" CROWN. FASCIA CAP
STAPLES SOFFIT
USING A DIAMOND
11
PATTERN; REFER TO 1"xi" CROWN STAPLE
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
1 TRIM NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
DETAIL
24F-1 &
24F-4 i'xt" CROWN STAPLE
FASCIA CAPS REFER
SOFFIT R FASCIA
DE / \ DETAIL
Nomindl 1"xi" SYP
I FL 3%8'
Batten Anchored to SOFFITi MAX. 24"
F-CHANNEL R with one Td
Ringing Shank Nell at
very Rafter /
W000 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 61G20-3.. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughowt the duration for which this report is vaild. This evaluation report does not express nor imply warranty,. installation, recommended use, or other
product attributes that are not specifically addressed herein..
CREEK
TECHN1CAI..SERVICES,_ LLC
ALUMINUM COILS, INC
Soffits
Appendix B
S'ystom No. Installation Detail
1 }" TRIM NAIL FASCIA BOARD
PAINTED S.S.
14" SMOOTH SHANK
ROOF NAILS
FASCIA' CAP
SOFFIT
1'•xj" CROWN STAPLE
1 }" TRIM NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
DETAIL
24 F-2 &
24F-5 1"x}" CROWN STAPLE
FASCIA CAP, REFER
TO SOFFIT L FASCIA
DETAIL
Nominat 1"x2" SYP
Balton Anchored to SOFFITi MAX. 24"
F-CHANNEL Raltere with one Id
Ring Shank Nail at
every Ratter '
WOOD SUBSTRATE
ALC15001 FL12194-R3 Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the d'u.ration 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
T9CHNICAL. SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
1 }" TRIM NAIL FASCIA BOARD
PAINTED S,S.
14GA i" T-NAILS FASCIA CAP
SOFFIT
1"x}" CROWN STAPLE
1 }" TRIM NAIL FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
DETAIL
24 F-3 &
24F-6 1"x}" CROWN STAPLE
FASCIA CAP; REFER
TO SOFFIT L FASCIA
DETAIL
Nominal 1%2" SYP
F-CHANNEL
Batten Anchored to SOFFIT; MAX. 24"
Rafter& with one Td
Ring Shank Nall at
every Rafter
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. This- evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not speolflcally addressed herein.
CREEK
TECHAIICAL" SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
Sy9tern No. Installation Detail
1 J" TRIM NAIL FASCIA BOARD
PAINTED S.S.
1"4, CROWN FASCIA CAP
STAPLES SOFFIT
USING A DIAMOND
PATTERNS REFER TO CANTILEVERED' 1"x4" CROWN STAPLE
SOFFIT STAPLE RAFTER
OIAMONo PATTERN
DETAIL
FASCIA BOARD
SOFFIT & FASC(A
11, TRIM NAIL DETAILPAINTEDS.S.
24J-1 & 1"xj" CROWN STAPLE
24J-2 FASCIA CAP; REFER \
TO SOFFIT L F'ASCI'A
DETAIL /
Notrilnal 1" x 2" GYP battens
D
scabbed between and SOFFITS MAX. 24" J 3'/8'1
J-CHANNEL seam1) 7d souredwithoneOng I I shank
hall atrulght-nl-nalliled . through
the rafterinlo the and / W000
SUBSTRATE or the batten or two (2) 7d / ring
shank nulls toe -nailed on either
side of the bottom at the ballen1rafter
lnlersec0on \ / SOFFIT
STAPLE DIAMOND
PATTERN ALCI5001
FL12194-R3 Page 12 of 12 This
evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other prrhduct
attributes that are not specifically addressed herein.
CREEK
TECHmiCAL. SVRViCES, LLC
ns-mr;N WIND LOADS
ALUMINUM COILS, INC
Soffits
Appendix C
The following tables provide design wind loads for'cornponents and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under.the following
provisions:
1. Wind speeds for risk category I, II, 1.11, 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-f? or less.
5. Topographic factors such as escarpments or hills have been excluded from the analysis..
6. Wind directionality factor, Kd = 0.85
7. V„It is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC.
B. Projects With mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. 'Zones 4 and 5 shall be defined as shown below. Dimension "a" 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. 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
D,esi n Wlnd'P,ressures=.for=$offits In%Ex osurel3 .'. Butldmg
Type .
Zone
Mean .
Roof, .
ei
ht ... Hft ,1. Basic Wind
S eed' mph): 1.20
130 140 150 160 170 180 190 200 20 16.
9 9.$ 22.9 26.3-30.0 33.8 37.9 42.2• 46.8 25 16.
9 19;8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.
9 19.6 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40
18.
3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50..8 50 19.
5 22.9 26.5 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 46.8 52.1 57.8 Loads) 25
20:
8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 0 2.
0..8 24.4 28.3 32.5 37.0 41.7 46.6 52.1 57.8 50560 22.
6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 0 24.
1 28.2 32.8 37,6 42..8 48.3 54.1 60.3 66.8 0 25.
3 29.6 34.4 39.5 44.9 50.7 66..8 63.3 70.1 20 10.
8 12:7 14.7 16.9 19.2. 21.7 24..3 27.1 30.0 25 10.
8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30,.0 30 10.
8 12.7 14.7 16..9 19.2 21.7 24.3 27.1 30.0 4 40
11.
7 13.8 16.0 18.3.23.5: 26.4 29.4 32.5 50 12.
5 14.7 17.0 19.5 22.2 25.1 28A 31...3 34.7 Enclosed. 60
13..1 15.4 1 17.8 I 2.0.6 1 23.3 26.3 29.5 32.9 36.4 Positive 20
10.8 12.7 14.7 16.9 19..2 21.7 24.3 27.1 30.0 Loads) 25
10,
8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10:
8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40
11.
7 13.8 16.0 1 &.3 20.8 23.5. 26A 29.4 32.5 50 12.
5 14,7 17,0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.
1 15.4 17.8 20.5 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
dhanges 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 specifldally addPessed herein.
CREEK
TECHNICAL. SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
Desi n Wind Pressures f&,Soffits In Ex osuraiC
guildutg`
Type .:'
Zone
Mean,
Roof
Hei ht ft
Basic .Wind S' eed m h :.
120 1.30 140 15D 160 170 180:, . 1,90 200 ..
20 2.1.7 2.5.4 29.5 33.8 38.5 43..5 48.7 54.3 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8
30 23.6 27.7 32.1 36..9 41.9 47..3 53.1 59.1 65.5
4
40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 Y62.7 69.5
50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 165.8 72.9
Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
20 26.7 31 A 36.4 41.8 47.5 53.7 60.2 67.0 74.3
Load's)
25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6
30 29.1 34.2 39.6 45,5 51.8 58.4 65.5 73.0 80.9
5
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 1 13.9 16.3 18..9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.'1 17.7 20.6 23.6 26.9 30.3 34.0 37..9 42.0
4
40 1.6.0 18.8 21.8 25A 28.6 32,2 36.1 40.2 44.5
50 1 .8 197 22.9 26.3 29.9 33.7 37.8 42.1 46.7
Enclosed. 60 17.4 20.6 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)
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
5
30 15.1 17.7 20.6 23.0 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 1 26.3 29..9 33.7 37.8 42.1 46.7
60 1 17.4 1 20.5 23.7 27.2 31.0 35.0 39.2 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 report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not spet0cally addressed herein.
CREEK
TECHNICAI- SERVICES, LLC
ALUMINUM COILS, ING
Soffits
Appendix C
p ', Desi n WindlFressures for, Soffits;in`,Ex osure D.
Buildln9
Type
ZoneZ
Mean;.:
Roof,
Height ft
Basic Wind;S eed mph
1120 130 140 150, 160 " 17.0. 180 190 200
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 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
20 32.1 37.7 43.7 50.1 57.0 64.4 72,2 80.4 89.1
Loads)
25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4
30 34.5 40..4 46.9 53.5 61.3 69.2 77.5 86.4 95.7
5
40 36.2 42.5 49.3 56.6 1 64.4 72.7 81.5 90.9 100.7
50 37.7 44.3 51..44 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
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 1 49.7
4
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
Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1
Positive
20 16..7 1915 22.7 26.0 29.6 33A 37.5 41.7 46.3
Loads),
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
5
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 50.6 56:1
ALGI5001 FL12194-R3 4of4
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 speoificaliy addressed herein.
CREEK.
TECHNICAL, SERVICES, LLC
3/8" F-Channel
3/8"
318" J-Channel
I— 3/4" --
1/8" HEMM1I1,
T
3/4"
I—-- 3/8"
150METRIC VIEW
3/8" PROFILE
ISOMETRIC VIEW
3/8" PROFILE
ALUMINUM COILS, INC
Soffits
Appendix b
ALCI5001 FL12194-R3 Page 1 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance 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.
Fascia
CREEK
TECHNICAL. SERVICES, LLC
S 3/4"'
7/8"
1/8" HEM
6"FASCIA
7" BLANK
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
AL015001 FL12194-R3 Page 2 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61 C20-3. The manufacturer shall notify CREEK Techhlcal Services, LLC of any product changes or
quallky 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.
CREEK
TECHNICAL SERVICES, LLC
16" Q4 Soffit
0.
18" BLANK
3 ./ B PROFILE
2.625
50 TYP.
0000ao
a0000
Y
aooaoo
Ip
00000
YdnF 1 OINFR PATTERN 11I CRJJ F1
LOWERS FORMED IN SAME IREORON AS RIGS)
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001 FL12194-R3 Page 3 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL. SERVICES, LLC
12" T4 Soffit
3 1/6" 718" 11 1 7/8"
1/2"
13.75" BLANK
3/8" PROFILE
2.625 F
50 TYP..
25 T'P.
0.125 TiP.
ALUMINUM COILS, INC
Soffits
Appendix D
1/2" N\--Z 1/2" 1/2"
Cl
r
000aoo
000aa
141nF I OLIVFR PATTERN rjll I • SrAI F1
LOUVERS FORMED IN SAME DIRECTION AS RIBS)
END OF REPORT
ALC150GI 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 assuranoe changes'throughout thea duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
produot attributes that are not specifically addressed herein.
Florida Building Code Online
Page 1 of 1
rr.+if„o'
k•tr""..;,c r w
is3i =• -
Florida
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List
Search Criteria
Code Version 2014
Application Type ALL
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Approved for use in HVHZ ALL
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Refine Search
FL# 5444
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Search Res u
FL#
irs - wpp
Tvne
lUauuun
Manufacturer Validated By Status
FL5444-R11 Revision CertainTeed Corporation -Roofing KneZ24 ch, PEJohnW. Approved
RoofingHistoryCategory: Subcategory: Asphalt Shingles
a.-,«:Rea..,r,<orv-andinrthe Commission ifnecessary.
Approved by DBPR. Approvals by Dorn snau ue i-
contact Us :: 2601 Blair 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 :: 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 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 address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. if You do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please click here .
Product Approval Accepts.
C® I-Ri is
Credft Card
Safe
tiCCllFli ,hi)=i'ItIC tiiw
n_--- J_L-.._I-I.--...rr/r,I—r nnn Icf aCr)Y 11/29/2017
Florida Building Code Online
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y-'a IWE.7 a4'y
rinEs"!srWise gul[,on or*
Product Approval USER:
Public User Product
Aooroval Menu > Product or Application search > Application List > Applic,aUon Detail FL #
FL5444-
R11 Application
Type Revision Code
Version 2014
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 Hamer mark.
d.hamer@saint-gobain.com Technical
Representative Mark D. Harner Address/
Phone/Email 18 Moores Road Malvern,
PA 19355 610)
651-5847 Mark.
D.Hamer@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 El
Evaluation Report - Hardcopy Received Florida
Engineer or Architect Name who developed Robert Nieminen the
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 0,
AValidation Checklist - Hardcopy Received Certificate
of Independence FL5444 R11 COI 2017 01 COI Nieminen.Ddf Referenced
Standard and Year (of Standard) Standard Year ASTM
D3161, Class F 2009 ASTM
D3462 2009 ASTM
D7158, Class H 2O08 Equivalence
of Product Standards Certified
By Sections
from the Code hm-
nc• / /www.flnridabui[ding.ore/Dr/pr._app_dtl.aspx?param=wGEVXQwtDgta... 11 /29/2017
Florida Building Code Online
Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 06/06/2017
Date Validated 06/08/2017
Date Pending FBC Approval 06/09/2017
Date Approved 08/08/2017
Date Revised 09/07/2017
FL # Model, Number or Name Description
5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
Shingles asphalt roof shingles
Limits of Use Installation Instructions
FLS444 Rll II 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes Shingle FL5444-Rll.pdf
Verified By: Robert Nieminen, PE PE-59166ImpactResistant: N/A
Design Pressure: N/A Created by Independent Third Party: Yes
other: Refer to ER Section S for Limits of Use Evaluation Reports
FL5444 RI AE 2017 06 FINAL ER CERTAINTEED Asphalt
Shingle FL5444-Ril.odf
Created by Independent Third Party: Yes
Bad] Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Cooyrioht 2007-2013 State of Florida.:: Privacy 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 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 address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email 455,reF.5 which n bhere
de
available to the public To determine if you are a licensee under Product
Approval Accepts: rw
gm ® Credit
Card Safe
JJJ
11 /29/2017
SFl!,f/LDS
QjjOTRINITYIERD
MIAI IIATInhi RFpnRT
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization ##9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Lvaluatlon tceport sssc.u.us-R
FL5444-R10
Date of Issuance: 09/22/2005
Revision 11: 12/08/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 19.
Prepared by:
Roberti.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The faafmile seal appearing was authorized by Robert Nieminen,
P.E on 1V08/2016. This does not serve as an electronically signed
document Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinityj ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity[ ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity [ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
F 0""
TRINITYJ ER®
ROOFING SYSTEMS EVALUATION:
SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition
2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1, R905-2-6.1 Wind Resistance ASTM D3161, Class F 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008
3. REFERENCES:
Entity Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK265O6 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29947 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL(TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005
UL (TST 1740) ASTM D3161 05NK22800 06/22/2005
UL(TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010
UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015
UL LLC (TST 9 62 8) ASTM D3161 & D3462 4787195678 02/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016
UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016
11/09/2016
UL LLC (TST 9628)
UL LLC (QUA 9625)
ASTM D3161
Quality Control
4787380357
Service Confirmation Exp. 07/03/2017
Exterior Research and Design, LLC.
Evaluation Report 3532.09.05-1111
Certificate ofAuthorkaVon #9503 FBC NON-HVHZ EVALUATION FL5444-RID
Revision 11:12/08/2016
Page 2 of 12
TI 1NI`fi I ERD 4.
PRODUCT DESCRIPTION: 4.
1 CT20—, XT— 25, XF- 30 and XT- 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.
2 ArcadiaTM', Belmont', Carriage House Shangle°, Grand Manor Shangle°, Landmark', LandmarkTM' IR, LandmarkTM
Pro, Landmark' Premium, Landmark'"' TL, LandmarV' S012ris and Landmark'' Solaris IR are fiberglass
reinforced, laminated asphalt roof shingles. 4.
3 NorthGate"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.
4 Presidential Shaker', Presidential Shake" IR, Presidential Shake TIJ' and Presidential Solaris"' are fiberglass
reinforced, architectural asphalt roof shingles. 4.
5 Hatteras', Highland Slate'° 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 Ridger"", Shadow RidgCr , Cedar Crest", Cedar Crest'
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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose. 5.
2 This Evaluation Report is not for use in the HVHZ 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 R905.2.6.1 to ASTM D3161,
Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP
to Vwd = 150 mph (V It = 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
PL° Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions,
for use in wind zones up to Vad =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 manufacturer for 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 Vazd = 150 mph (Vint = 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. Evaluation
Report 3532.09.05-R11 Exterior
Research and Design, LLC Ceriffrcate
ofAuthorizaVon #9503 FBC NON-HVHZ EVALUATION FL5444R1 Revision
11: 12/08/2016 Page
3 of 12
TTFUNITYIERD
6. INSTALLATION:
Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
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.
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.
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.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions.
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.
6.1
6.1.1
6.2
6.2.1
6.2.2
6.4
6.4.1
CT20-, XT- 25, XT- 30, XT- 30 IR:
LOW AND STANDARD SLOPE
ENGLISH 71 12" 12
r-(305 mm)
II (
305 mm) (305 mm)—j
1"(25"1- elant- 1"(25mm)llII
5 sla" (145 mm)
5112-4or mod
plant
METRIC 131/s" 131/a" 131/e"
f 25 m m) Sealantlant 1" (25 mm) {
T
Figure113: UsefournaUsfore Fyfashingle
STEEP SLOPE
Use four nails and six spots of asphalt roofing cement* for every hilt
shingle (Figure 11-4). Asphalt ropfing cement meeting ASTM D4536
Type IIis suggested.
Roofing Cemenl
Apply1" (25 mm) spots of aspbalt roofing cement under
each tab corner. Figure
il-4• Usefournails aid six spots ofasphaitcanait05 steep slopes CAMOIN:
Excessive use of roofing cement can cause shingles to
blister Hip &
Ridge for CT20'TM XT"" 25 XT- 30, XT-.30 IR: Cut Shingles 1'
2' (50 mm) _Remove_. 25
ern t
l } I f }
I
1i12"
cap
Gap Cap 305
ruin) Shingle
Shingle Shingle Figure
1124.- Cut tabs, then trim back to make rap sbfngfes nglfsh
dimensions sixrmn). at--
5 125MM) \
Saes 1' `
2SRM aj ,
mOS Sla"-
sC o`Nn\ar
N-
3 * tNo'ooaQ
Figure
11-25.' 1=w1ahon of carps along the bips oral ridges. 6A.
1.1 ForASTM D3161, Class F performance use BASF "Sonolastic® NPI—" adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements. Exterior
Research and Design, LLC. certificate
cf Authorfradon N9503 FBC NON-HVHZ EVALUATION Evaluation
Report 3532.09.05-1111 FL5444-
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 sbovin below.
Nall Line
Nail
Nail Line
25-) 1"(25
Figure 2: use sts nails for every full shingle.
TRINITY I ERD
STEEP SLOPE
use SIX nails and POUR spots of asphalt roofing cement for ever} full
shingle as shown below. Apply asphalt roofing cement 1"(25 mm)
from edge of shingle. Asphalt roofing cement meeting ASIM D 4586
Type 11 is suggested.
1'(25 MM) 1'(25 mm)—
6 O iJ O
Figure 3: use sLT flails and four spots of Vbalt
roofing cement on steep slopes
6.5.1 Hip & Ridge for ArcadiaTM : Cedar Crest'"", 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 "Sonolastic® NP11" adhesive or Henkel "PL11
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
4'
Mn I r
qn
Dab of asphalt I
1
cement between 1Ashinglelayers
Evaluation Report 3532.09.05-1111
Exterior Research and Design, I.I.C. FL5444-R10
Certifcate of Authorization #9503
FBC NON-HVHZ EVALUATION Revision 11:12/08/2016
Page 5 of 12
6.6
Low and Standard Slope
2:12 to 21:12):
Use FIVE nails for every full Belmont shingle,
located .as shown below
1112' (35 u9n)
orl=
e%M
o AMIJonal mmisif ragoirad
85fB'
SIB' (1G trcn)
1' (25 mm) Roormg Crmsnt
TRINITY (ERD
Steep Slope (greater than 21:12):
Use SEVEN nails and EIGHT spots of
asphalt roofing cement' for every full
Belmont shingle. Apply asphalt roofing
cement 1" (25mm) from edge of shingle_
See below- Asphalt roofing cement meeting
ASTM DA586 Type 11 is suggested.
6.6.1 Hip & Ridge for Belmont"':
6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestTM, Cedar Crest' IR hip and ridge shingles.
6.6.1.2 Option 2: Shangle° Ridge
Figure 17-18. Sbangle® Ridge.
18 Exposure
Remove tape
from the right side
and fasten
SECOND
Fasten the
I side as 8
RIGHT
FIRST
LEFT
Figure 17-19.• Installation of Sbaylgl6o Ridge shingles
on bips and ridges
6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL®
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
Evaluation Report 3532.09.05-1111
Exterior Research and Design, LLC. FL5444-R10
Cert[ficate afAuthorization #9503 FBC NON-HVHZ EVALUATION
Revision Si: 12/09/2016
Page 6 of 12
6.7
6.7.1
6.8
CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLE®:
STEEP SLOPE
LOW AND
STANDARD SLOPE
Use five nails for every full Shangle.
Figure 17_1 Use fix nailsfor eve7juII Gran&IfanorSbangle,
Carriage House Shangle, or Centennial Slate
TRINITY I ERD
Use seven nails and three spots of asphalt roofing cement for every
full Grand.Manor Shangle. Use five nails and three spots of asphalt
roofing cement for every 0 carriage House Shangle and Centennial
Stale. Apply asphalt roofing cement 1" (25 mm) from edge of shingle
Figure 175). Asphalt roofing cement meeting AM, I D4586 type H
is suggested.
Figure 175. WErn instaIIing Grand Manor Shangles on steep slopes,
use seven nails and three spots ofasphalt roofing cement.
Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for
Shangle° Ridge hip and ridge shingles
LANDMARK"'", L.ANDMARKT'" IR, LANDMARKT'" PRO, LANDMARKT"' PREMIUM, LANDMARKT"" TL, LANDMARKT"
SOLAw, LANDMARKT'" SOLARIS IR, NORTHGATE:
LOW AND STANDARD SLOPE
METRIC DIMENSIONS
12" 14314" 12.,
305 mm (375 mm (305 mm)—{
1.. 25 mm —"1t1" (25 mm) Release Tape ( )
lllz"
Mailable
Area
LANDMARK TL
NorthGate:
ww>
f4we1VGf2"
MA (375 mm)
13,12" 13" 131ff
343 mm 330
mTlr-
43 mm)-{
1" (25 mmm) Figure
13-t- Usefour naf jor ererpfull shingle 1r
r (
305 mm) upPJ
cw mn f (25 Lower
roue Nd1a9..
fulov andstandard skPa (from 2:12to 21-12) Nal
WNW UPPer A lw Ere$ as shown above. Evaluation
Report 3532.09.05-1111 Exterior
Research and Design, LLC FL5444-R10 certificate
ofAuthorrzaeon #9503 FBC NON-HVHZ EVALUATION Revision 11:12/08/2016 Page
7 of 12
QITRINITYIERD
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL
laminated shingle. See below. Asphalt roofing cement should meet
ASTAI D45861}Pe If. Apply 1" spots of asphalt roofing cement unde
r(31 3112" 13" 1311z''
each corner and at about 12" to 13" in from each edge. 43 mm) (330 mm) (343 mm)
METRI( DIMENSIONS F—Il-(235 mm) 1"(25 mm)-
I
12"— 14314" 12'
V I f 1„
305 mm) (375 mm) (305 mm) I (25 mm) 25 mm) ----
s:
w
Rooting Cement
mm)-•'
I Release Tape
Nail Am-t
For Steep"
25 mm) Z ----
Figure 13 5' use six nails mulfom'spots of
1 asphalt mofingcement on steep slopes
25 and
Cement
NorthGate:
STFFP 19" 14-3/4' 12"
Nailing areas for steep slopes {greater than 21:12)
and "Stonn-NA11"tng"
Nail between lower 2 na1 Ines as shown above.
6.8.1 Hip & Ridge for Landmark-, Landmark' IR LandmarkTM Pro LandmarkTM Premium Landmark' TL
LandmarkTM' Solaris LandmarkTM' Solaris IR. NorthGate:
6.8.1.1 Option 1: -Shadow Ridge' or NothGate Accessory
12
97.
305 ' (
25Dmm)
4i5116 415fil
5 6 (125mm) 1 (125mm)
150mm) (150mm)
Notch for
Centering
12° f
15mm) NotchesiorAignrreMt
the Top Edge ofthe Previous Cap
for 5'(125mm)Expos ure s
English
Dimension Shadow
Ridge' Exterior
Research and Design, LLC Cer
cate ofAuthorkatron #9503 FBC NON-HVHZ EVALUATION Notch
for Centering
131/
4° NotchesforAlignmenttto 337mm) Previous
5
7l8" the
Top Edge of the 196mm) Ca0for55A"(
i41mm) Exposure LI Metric
Dimension Shadow
Ridge — Evaluation
Report3532.09.05-R11 F15444-
RID Revision
11: 12109/2016 Page 8 of 12
6.8.1.2
927t32
1 M G. CL25 mm}
Ccr ris i* Natc1
38 il4' }
337mrr)
Alignttru /
raLh%totop 75t8
odgcof (194trm)
prrtfous c9urs:
NorthGate Ridge
C"'_
f I RINITY ERD
13 1/8"
I(333 mm
5/8 {-65/8,
I (168 mm)
TII`
168 mm
centering
131/4'
Notch ,
C337 mm) Align e/
1 74mnotchestotop (194 mm)
edge of i
previous course. .
NorthGate Accessory
Figure 13-20.• Use layingnotcbes to CM16T sbhrgl& on hips and
ridges; and to locate the coned exposure.
For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM"' adhesive
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
or Henkel "PL°
6.8.1.3 Option 2: Referto instructions herein for Cedar Crest"4, Cedar Crest"' IR hip and ridge shingles.
Evaluation Report 353Z.09.05-1111
Exterior Research and Design, U.C. FL5444 R10
Certificate ofAuihorization #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/09/2015
Page 9 of 12
V I KINITiIERD
6.9 PRESIDENTIAL SHAKE—, PRESIDENTIAL SHAKETm IR, PRESIDENTIAL SHAKETLT"`, PRESIDENTIAL SOLARISTM:
LOW AND STANDARD SLOPE:
For low and standard slopes, use five nails for each fullPresidential. shingle
as shown below, Nailing
r — - 40'-----"' Guide
ties (1016mm) 5114'
133
mm) 1419' 1112'
38 mm) (362 NOTE:
Apply nails on painted guideline. Figure
16-6 FadmingF=uk—ntlttl andFresidenhal7ZShake shingles
on Iota and standardslopes STEEP
SLOPE: For
steep slopes, use nine nails for each fall Presidential shingle and apply
1' diameter spots of asphalt roofing cement under each shingle tab. After
applying 5 nails in between the nailing guide fines, apply 4 nails 1' above
tab cutouts maldng certain tabs of overlying shingle cover nails T}
1 1
V
diameter asphalt roofing cement Figure
16--7.• Fasteninglre kkmfW and kmidentid T/L Shake shingles
on steep slopes. 6.
9.1 Hip & Ridge for Presidential Shaker', Presidential Shaker"' IR Presidential Shake TLTM Presidential Solarisl:
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, oRproduces 97/V x 131/4' accessory.
6.
9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPir` adhesive or Henkel "PL° Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.
9.1.3 Option 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest' IR hip and ridge shingles. 6.
10 ( HATTERAST": LOW,
STANDARD AND STEEP SLOPE Figure
153 Farlaning Hatlerat Sbingler an Low,
and Slandard tlopes For
Ion• and standard slopes, use fire nails for each fidl Hatteras
shingle as sbmsu aloort Figure
15-4: Fmieniag ltaaemsshingles on ReepStopes For
steep slopes; trse tnt awls and eight spots of aspbai[ rootmg cement
for each fall Hatteras shingle as sha n abort. Apple I- 25mm)
diameter spots of roofing amen[ (ASM D 458611pe D sa&
eaed) under each tab cornet Press shingle Into plan; do ao[ expose
cement. CAVnoN:
Too much roofing cement can cause shingles to blisim Exterior
Research and Design, LLC. Evaluation
Report 3532.09.05-1111 HZ
EVALUATION NON-HVFL5444-R10
Certrfarte afAuthorzation
t13503 • FBC Revision 11:
12/08/2016 Page 10
of 17
6.10.1 Hip & Ridge for Hatter2ST :
6.10.1.1 Option 1: Accessory for Hatteras
Figure 15-14:18 tbree-piece units separafe to ma:Ee
54 Hag msd=—wry sbingfes.
6.10.1.2 option 2: Cut Hatteras Shingles
9„
230 min) I
I I
I I
I I
Cap ap Cap Cap
ngleShnShingle leShingleCg
F--
701'
ERD Fast
060
18" (
203
mm)I 460 mm) "
1 aomm\
Figure 15-
20; Cut Hatteras shingles to make corner cap. Figure 15-21_ Instaltatian of caps along hips and ridges 6.10.
1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1r"' adhesive or Henkel "PLO Polyurethane Roof & Flashing
Sealant", in accordance with CertainTeed requirements. 6.11
6.11.
1 HIGHLAND SLATET",
HIGHLAND SLATET'" IR: LOW AND
STANDARD SLOPE w-- waff'-
Daderequires
sxrat (tronant
hided ovwcenW C&
tdasahwm). Figure
113: Use
FMNa4sforev87 Srgblaad Slate sirtngle. STEEP SLOPE use
FIVE nails
and TZ spots of asphalt roofing cement` for• each full Highland Slate
shingle. For Miami -Dade, SI% Bails are required. Apply T' diameter
spots of asphalt roofing cement under each tab corner. Asphaltroofing eementmi!
abg ASTM D4586 Type Ills suggeste& hEe<u:Daee
rs ums SIXrmBs 11.b
bn Wid werraMar
cdad=6hDM1 Figure
1139.• Use
FHB nails and eight spots ofasph& roojir cement Buda
eacb lab corner CAUTION: Excessive Ilse
of roofing cement can cause shingles to blister. Hip &
Ridge for
Highland Slater" Highland Slater"" IR: Refer to instructions herein for Cedar Crest, Cedar Crest"" IR or
Shangle Ridge' hip and ridge shingles. Exterior Research and
Design, LLC. Evaluation Report 3532.
09.05-1111 FBC NON-HVHZ
EVALUATION FL5444-R10 Certificate
afAuthorizotion #r93@3
Revision 11:1Z/08/2016 Page 11 of
1Z
6.12
LOW AND STANDARD SLOPE
Use FOUR nails for every full shingle located as shown below.
2tit
156mm)
Ti— - (1311
33 3rimm) inn
tI I RINITYIERD
STEEP SLOPE
Use FOUR nails and four spots of aspbalt roofing cement for every full
sbingle is shown below. Asphalt roofing cement meeting ASTM D4586
Type D is suggested. Apply 1•(35 mm) spots of asphalt roofing
cement as shown.
CAUTION: Etcessive use of roofing cement can ..muse shingles to blister.
i Aonllnp CcmentJ
i-- 12-VS -^f -•- 111X-.-..- /yt2-i3• --I
333974
6.12.1 Hip & Ridge for PatriotTM: Refer to instructions herein for Cedar Crest", Cedar Crest" IR, Shadow RidgeTM',
NorthGate or Shangle Ridge'"' hip and ridge shingles.
7. LABELING:
7.1 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.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1 / R905.2.6.1.
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.L.C.
Evaluation Report 3532.09.05-R11
FBC NON-HVHZ EVALUATION
FL5444-R10
cert7cate ofAutharizadOn #9503 Revision 11' 12f0912016
Page 12 of 12
Florida Building Code Online
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a,., Fop. ~ .n.-rat{.. .c sW .c.'1 yc ar:lZ 4_ •.. i t
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yoe Manufacturer Validated ev Status FL15216-
R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category:
Roofing (954) 772-6224 History
Subcategory: Underlayments Contact
05. :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The
State of Florida is an AA/EEO employer. Copyright 2007-2013 Stare of Florida.:: Privacy Statement:: Accessibility Statement:: Refund Statement Under
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address
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Ir. •r FL #
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Comments
Archived
Product Manufacturer InterWrap, Inc.
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
551) 574-2939
mtupas@ i nterwra p. com
Authorized Signature
Eduardo Lozano
elozano@interwra p.com
Technical Representative
Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778) 945-2891
elozano @ i nterwra p. co m
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 Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date 11/1712018 Validated By John W.
Knezevich, PE
C Validation Checklist - Hardcopy
Received Certificate of Independence FL15216
R2 COI 2015
01 COI Nieminen.odf Referenced Standard and Year (
of Standard) Equivalence of Product Standards
Certified By Sections from
the Code
1507.2.3 1507.5.3 1507.
8.3 1507.
9.3 1507.
9.5 T1507.
8 minrlmr ann
ritl a-,
nx?oaram=wGEVXQwtDgv3... 11/29/2017
Florida Building Code Online
Page 2 of 2
Product Approval Method Method 2 Option B
Date Submitted 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/04/201S
Date Approved 06/23/2015
Date Revised 10/10/2017
FL # Model, Number or Name Description
15216.1 RhinoRoof Underlayments Synthetic roof underlayments
Limits of Use Installation Instructions
F1 15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes R2.odf
Verified By: Robert Nieminen PE-59166ImpactResistant: N/A
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216-
R2.I)df
Created by Independent Third Party: Yes
Bark Next
Contact Us :: 2601 Blair 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 :: 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 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 address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email addressFS
which can be
do
made available to the public To determine If you are a licensee under
Chapter 455, here .
Product Approval Accepts:
securitvmumcs-
11 r r .lr _i.._ — ___ i_- i— A+ -I oon%,?nmrnm=w(,FVXnwtDnv3--- 11 /29/201
UUD -
f--
r-Q
J TRINITY
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4
Canada
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 140510.02.12-112
FL15216-R2
Date of Issuance: 02/17/2012
Revision 2: 04/27/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityi ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinityi ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection atthe job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The f csimi a seal appearing was authorized by Robert Nieminen,
P.E on 04/27/2015. This does not serve as an electronioally signed
document Signed, sealed hardooples have been transmitted to the
product Appmval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
F)01
J TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the
intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Properties Standard Year
1507.2.3, 15075.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006
1507.83, 1507.9.3, 1507.95 on Heating
1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005
1S07.9:3 Heating, Uquid Water Transmission,
Breaking Strength, Dimensional Stability
3. REFERENCES:
Entity Examination Reference Date
ITS(TSf1509) Physical Properties 100539395C04006 10/27/2011
ITS(TST1509) Physical Properties 100539395C04-002 10/27/2011
ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014
ITS (QUA1673) Quality Control Inspection Report 11/17/2014
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTMD226, 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 ERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained speciificallyfor that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced
Within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows:
TABLE 1: ROOF COVER OPTIONS
Asphalt
Wood Shakes Slate or
Underlayment Nail -On file Foam -On Tile Metal &
Shingles Simulated Slate
Shingles
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 RhincRoof Underlayments shall be installed in accordance with Inter -wrap, Inc. published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of
prepared roof covering to be installed.
Evaluation Report 140510.02.12-R2
Exterior Research and Design,LLC. FL1SZ16-R2
Certificate of Authorization #9503 Revision 2: 04/Z7/2015
Page 2 of 3
PTR INI f (I ERD
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 & 1-5/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 Single Laver; Roof Slope > 4:12:
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
MANUFACTURING PLANTS:
Contact the manufacturer or the named CA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUAUTY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey— QUA1673; (604) 520-3321
END OF EVALUATION REPORT -
Evaluation Report 140510.02.12-RZ
Exterior Research and Design, LLC. FL15Z16-R2
CertlTicate of Authorization #9503 Revision 2: 04/Z7/2015
Page 3 of 3
Florida Building Code Online
Page 1 of 1
b
y r
Business &X-06f6sianal Regulation g
Florida
r
Product Approval
USER: Public Userx
gn Search > Application ListProductAoorovalMenu > Po-oo' -'
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FL# Tvoe M n-Mfacturer -
FL16568- Revision MILLENNIUM METALS INC.
91 Category: Roofing
History
Subcategory: Roofing Accessories that are an Integral Part of the
Roofing System
Approved by DB. Approvals by DBPR shall be reviewed and ratified by the P0C andJor the Commission if necessary. PR
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16568
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validated By l Status
Steven M. Urich, I
Approved
PE
717) 317-8454
Driest Us :: 260] . Road Tallahassee PL 2399 Phon 824
2nm_2m a state of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
The State of Florida is an AA/EEO employer. "'o^t
do not send
do not want your e-mailUnderFloridalaw, email addresses are public records. If youone orb traditional mail. It yo uhaveaany questions, lease contact 850.487.1395. *Pursuant to
electronic mail to this entity. Instead, contact the office by fl F.S. must provide the Department with an email address If
sectiontheyhave5on7e.(The emails provided may used for officialeOctober1, lcommunimees!
on with theicensed licensee. Howeer01-apter ver emaildresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email addChapter455, FS WPl chct hemmade
available to the public To determine If you are a licensee under
Product Approval Accepts:
cur,rt ae•1xic
11 /gfl./'7f117
Florida Building Code Online
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FL16568-Rl
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Revision
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2014
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Approved
Comments
Archived
Product Manufacturer
MILLENNIUM METALS INC.
Address/Phone/Email 1333 HAINES STREET E CP
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@mmi2000.net
Quality Assurance Representative
Address/Phone/Email
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
TO Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc.
the Evaluation Report
Florida License
PE-31242.
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
I 09/22/2026
Validated By
Steven M. Urich, PE
9 Validation Checklist - Hardcopy Received
Certificate of Independence
FL16568 P1 COI CertOflndeD.Ddf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code 1709.2
4 1-3nI )n1-7
Page 2 of 2
Florida Building Code Online
Product Approval Method
l
Method 2 Option B
Date Submitted 03/02/2015
Date Validated 03/02/201S
Date Pending FBC Approval 03/05/201S
Date Approved 04/15/2015
Summary of Products
FL # Model, Number or Name Description
MMI-21, Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached
16568.1 to Plywood Deck. 4', 6', 8', 10' Nominal Lengths
Limits of Use
Installation Instructions
FL16568 RI II 01 MMI-2 OffRidgeVent-ASTME330-
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Steel EVALREPORT.odf
Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No
Design Pressure: +N/A/-75
Other: Refer to evaluation report for conditions and
31242
Created by Independent Third Party: Yes
limitations,of use. Refer to manufacturer's installation Evaluation Reports
FL16568 RS AE 01 MMI-2 OffRidoeVent ASTM_E330- instructions as a supplemental guide. Steel EVALREPORT.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
8', 10' Nominal Lengths
Installation Instructions
Limits of Use
Approved for use in HVHZ: No
FL16568 R1 II 02 MMI-2B OffRidaeVenr-TAS
Approved for use outside HVHZ: Yes 100 EVALREPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 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 Reports
FL16S68 RI AE 02 MMI-2B OffRidaeVent-TAS
instructions as a supplemental guide. 100 EVALREPORT.Ddf
Created by Independent Third Party: Yes
s---
Contact U :; 2601 Blair Stone Road Tallahassee F7 32399 Phone: 850-487-1824
The State of Florida is an WEED employer- Copyright 2Q07-2013 date of Florida.:: Privacy Statement :: Accessibility Statement :: Refund temenr
rds
Under Florida law, small addresses are
m publicthrem rds If
by
youphone or by traditional mat If you havreleanyquestions, pleasesed inresponsetoBpcoIntact50.481395. *Pursuant to do notsendelectronicmail (
1 this
entity.
Instead, 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 haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public remrd. If you do not wish to supply apersonaladdress, please provide the Department with an email address FS whichcan
be dick made
available
to the public To determine if you are a licensee under Chapter 455,
Product Approval
Accepts: e0htc Cmidk
Card
Safe
iL'" Ai! b oil
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.
EWPORTANT 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 ofthe 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 thick and should extend 2" onto the underlayment The lower portion of the vent should already
have 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
Len th Net Free Area (sa in) Cut Out Size
4' 115 46" x 2-1/2"
6' 175 70" x 2-1/2"
81 235 94" x 2-1/2"
10, 295 118" x 2-V2"
C. Fastening of the Off Ridge Vent
1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent
Care should be taken to see it is flush with front flange of vent 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 beASTMF1667 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 *
Rlianh— is only mailable ipM ddac7:able bade due to Florida Prod—t fippr.WL
Page 1
r UC:K E::nqln1i'
CBUCK, Inc. Certificate of Authorization #8064
Speclalty Strucfvral Englneerinq
Evaluation Report
MMI-213" 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 5th 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:
MMI-2B" Off Ridge Vent with Detachable Baffle
Steel or Aluminum
Wood Deck ,-¢M,ks-hmxt;
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
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 334U3
nn•fo xM""_chuckinc.net
No 31242
LIJ=
01. STATE -OF
xLp13ID; .••
flJ1l111111111\
Oigitalty5;gnetl by.James L.Buckom P.E
2015,03.021057:51-05'00'
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
Q
Report Noy: 15-104=MM-H-M-ER_14
CE3UCK en(Vneerinci Page 2 of 7 `
SpEN_jc5 •y Strucfrural Engineering
Manufacturer: Millennium Metals, Inc.
CBUCK, Inc. Certificate of Authorization #8064
Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle
Product Category: Roofing
Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System
Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b)
ProductJSystem "MMI-213" Off Ridge Vent with Detachable Baffle
Description. Steel or Aluminum off ridge vent for shingle roofs mechanically attached to
Plywood Deck.
Product Assembly as Refer, to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Off Ridge Vent
2. Fasteners
3. Roof Cement
Support: Type -
Wood Deck
Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
15/32 (min.) or greater plywood,
or Wood plank (min. specific gravity of 0.42)
Slope
2 : 12 or Greater
FL ##: FL 16568.1 R1
Date: 2 / 26 / 15
p r
Report, No.: 15-104-MM-2B-ORV-ER_14. .
CBUCK e g L= =rin page 3 of 7
InE'PrInQ.
CBUCK, Inc. Certificate of Authorization #BO64
Specialty s ftuc Ural Enq
Performance Standards: The following test protocols iperformd to demonstrate
of addressed spec f tally in the codecompliance
with the
intent of the code as th products
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" con .t cshte
finical
documentation, specifications and installation method(s) include
Limitations and Conditions of Use" throughout the report in accordance withRule61G20-3.005. 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"
specific
Rule 61G20-3.005(1)(e) allows engineering analysis for project
approval by the local authorities having jurisdiction in accordance with thealternatemethodsandmaterialsauthorizedintheCode". Any modification ofhe
the product as evaluatoutside thein hscope of this
is report and pevaluationprovedby tand low Building
l be the
Commission is
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 forventilation 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 complianceand Rule
of of panel productsrdcts for
in
accordance with the Florida Building Codemanufacturingunderaqualityassuranceprogram audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA
1824).
FL ##: FL 16568.1 R1
tf 7 !*®1
Date: 2 / 26 / 15
Report
1 Page
No .
4 of 7CBUCKE, g•9 1MM-
2B-ORV-ER_14 Specialty
sftucturai EnQ1neerinq CBUCK,
Inc. Certificate of Authorization #8064 Components/
Materials Ridge Vent: "MMI-2B" Off Ridge Vent with Detachable Baffle by
Manufacturer):. Material Type 1: Steel Thickness:
26 gauge (min.) Yield
Strength: 40 ksi min. Corrosion
Resistance: In compliance with FBC Section 1507.4.3: ASTM
A792 coated, or ASTM
A653 G90 galvanized steel Material
Type 2: Aluminum Thickness:
0.025" (min.) Alloy
Type: 3105-1-114 Corrosion
Resistance: In compliance with FBC Section 1507.4.3: ASTM
B209 Nominal
Dimensions: Width:
Height:
Lengths:
Fastener(
s): Base
Fastener: Purpose:
Type:.
Size :
Corrosion
Resistance: Standard:
24"
4-
1/2" 2' ,
4, 6, 8' and 10' Attaches
Ridge Vent Base Flange to Deck Annular
Ring Shank Roofing Nails 11
gauge x 1-1/2" Per
FBC Section 1506.5 Per
ASTM F 1667 Alternate
Fastener Purpose:
Attaches Ridge Vent Base Flange to Deck Type:
Hex -Head Wood Screw Size : #
10 x 1-1/2" (min.) Corrosion
Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard:
Per ANSI/ASME B18.6.4 Roof
Cement: Type:
Asbestos -free asphalt based roof cement w/ SBS rubber Application
Size: 1/4" thick minimum Standard:
Per ASTM D 3019 Type III and ASTM D 3409
FL #: - FL 16S68.1 R1
Date: 2 / 26 / 15
ReportNo;: 15-104-MM-2&ORV-ER_14 7
cPage5 of7 Speciaffiy CBUCKfi
Inc./
nc. certificateof Authorization #8064Sira1 EnclinelerIng
Installation: Installation
Method: Refer to
drawings on Pages 6-7 of this report.) Prepare deck
opening by trimming any shingles & nails that may interfere with ridge vent
installation. Apply roof
cement to the underside, back and side flanges of the ridge vent. Cement should
be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in
compliance with manufacturer's installation guidelines.) Position vent
flange beneath loosened shingles and align with deck opening. Slide baffle
onto lower roof vent flange and secure with nails or screws spaced 4" o.
c. Attach vent
top and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/
2" from each end. Minimum fastener
penetration thru bottom of support, 3/16". Install the "
MMI-213 Off Ridge Vent with Detachable Baffle" assembly in compliance with the
installation method listed in this report and applicable code sections of FBC 5th Edition (
2014). The installation method described herein is in accordance with the scope
of this evaluation report Refer to manufacturer's installation instructions as a
supplemental guide for attachment. Referenced Data:
1.- TAS 100(A)-95 Test Architectural Testing,
Inc.(FBC Organization #TST 1D: 1527) Report #: D0249.
01-450-18, Report Date: 8 / 29 / 13 2. Quality
Assurance By Keystone
Certifications, Inc. (QUA ID: 1824) Millennium Metals
Licensee # 423 3. Certification
of Independence By James
L Buckner, P.E. @ CBUCK Engineering FBC Organization #
ANE 1916)
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
nc =L 1 1 Pagg Report Nd; 15-104-
6 of 7
MM728-ORV-ER_14
Speclalfiy Sj-rlJCil.lral EnglnE'E'finq
CBUCK, N-- Inc. Certificafe of Authorization #So64
Installation Method
Millennium Metals, Inc.
MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck
4
Profile Drawings
5-112" , ,
12"
18-1/4" 3"
Side View (Not To Scale)
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min Wood Screws
MMI-2"
Steel Off Ridge Vent
Kgher Slope
Y _(
Back)
Typical. Fasteners)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
n
Detachable BafBe
Two piece system that slides -plywood Deck
into lower flange of vent and
secured with fasteners Lower Slope
spaced 4' o.c. (Front)
Typical Side View (Not To Scale)
B- .
FL#: FL 16568.1 R1
Date: 2 / 26 / 15
Report No.: 15-104-MM-2B-ORV-ER_14
Page 7 of 7
Sper—Jdjf y StYLicrurcm t--nqu ,mot, a ,y
Installation Method
Millennium Metals, Inc.
MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck
1 112" o.c.
1 112"
4" o.a
4' o.c. Typical, Maximum
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail Base Range
OR
10 min. Mod Screws
Top Plan View (NotTo Scale)
Typical Fastening Pattern)
Nominal Lengths4Ftode
J'
6 Ft
Datachable Bafite
Two piece system
that slides into lower
flange of vent and
secured with fasteners
spaced 4" o.c.
Typical Fasteners)
11 Gauge Ring Shank Roofing Nail
OR
1D min. Wood Screws
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
McL e N ur'
METALS. INC.
10200 Eastport Road Jacksonville, F132218
877-358-7663
Off Ridge Vent Installation (with or without detachable baffle)
A. PreparationToprepareroof 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 beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1 I.
EUORTANT 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 '/" thick and should extend 2" onto the underlayment The lower portion of the vent should already
have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cementShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwith
cement
B. Opening & Positioning
The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimumclearanceof2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the
opening.
Off Ridge Vent Installation Chart
LenEtli Net Free Area (sa in) Cut Out Size
4' 115 46" x 2-1/2"
6' 175 70" x 2-1/2"
81 235 ' 94" x 2-1/2"
Table I -I
10, 295 118" x 2-V2"
C. Fastening of the Off Ridge Vent
1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedon
drawing.
2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" oncenter. 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 ASTM F1667 compliant in accordance with Florida Building Code Section 15.
Millennium Metals manufactures off ridge vents in the following gauges of steel &aluminum
Alumin= 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 gang (.0179 min ASTM A-755 Ptd Steel Commercial Steel Type B
Ptd Aluminum (.025 min) ASTM B-209
Attuninam is mtly mva7abte rvitJt detacbable bajyle dae fi Ftarida Prort+rrlAppravaL
Page 1
Florida Building Code Online
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17867
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Validated By Status
FL# Type Manufacturer
Thuy H Huynh Approved
FL17867 New Lott's Concrete Products (813) 645-0166
Category: Structural Components
Subcategory: Products Introduced as a Result of New Technology
Commission if necessary.
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statementsend
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records request, do not ant to
ditional man. if u have any ons, please contact
electronic mail to this
rich S to
to , effective October 1, 2012, licenseeslicensedunder Chaopter 455, F.S. mustt provide the
Department with an email address ff Section
455.27. The Florida Statutes, theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. 1f You do not wish to supplyapersonaladdress, please provide the Department with an epmaail address ddFsswhich an be made available to the public To determine if you are a IirPnsee under plea
Product
Approval Accepts: i
vlaTillcl 11 /
29/2017
Florida Building Code Online Page 1 of 2
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9
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BCIS Home Log In User Registration Hot Topics 1, Submit Surcharge Stats & Farts Publications ; FBC Staff BCIS Site Map ; Links Search
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USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL17867-RO
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
7'
Lott's Concrete Products
P.O. Box 77125
Winter Garden, FL 34777
407) 656-2112
precast98@aol.com
John Hoy
jhoy@florida-engineer.com
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
2 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed John Hoy
the 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
2 Validation Checklist - Hardcopy Received
Certificate of Independence FL17867 RO COI Letter of Indeoendence.Ddf
Referenced Standard and Year (of Standard) Standard Year
ACI 318 2011
ACI 530 2011
ASfM A416 2006
ASfM A615 2009
Equivalence of Product Standards
Certified By
Sections from the Code
i,.,,—i flrnririnhlliiriino nro/nr/nr Ann dtl-aSox?oaram=wGEVXQwtDgt2... 11 /29/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 option D
Date Submitted 07/03/2015
Date Validated 07/03/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/20/201S
Date Revised 10/14/2017
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 FL17867 RO II Installation Instructions.odf
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
FL17867 RO AE Bin Lintel Load Tables.odf
Other: FL17867 RO AE Letter of Evaluation.Ddf
FL17867 RO AE Quality Control Manual.Ddf
Created by Independent Third Party: Yes
Badc Next
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-4R-1824
The State of Florida is an AjVEEO employer. Copyright 2007-2013 State of Florida.:: Privacy 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 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 address 'iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please dick here .
Product Approval Accepts.
Safe
S Cllrli .tif ET[tIC5
I i..,,—, -Fl. r;,-laFv lilrii CY nro/nr/nr ann dt[-asox?oaram=wGEVXQwtDgt2... 11 /29/2017
ON-8 llia: . ..
MWEng4pneerin
0 in S
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,.lnc. — CA No. 26300 — (MaiD: PC Box 1238 (Physical): 12620 Curley St — Ste 105
San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx 352 1588 — 5411
Web: www,.flodda-engin'eer.com
t-- ,ti
r r'
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value:
Job Address: d, 331 ( t' yr( L/ Historic District: Yes No
Parcel ID:
Residential Commercial
Type of Work: Ne Addition Alteration Repair Demo Change of Use Move
Description of Work: 1\I0.1 A) Q(r (X-Y-, / }
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name Girl Phone:
Street: {., l Resident -of property. CJ
City, State Zip: L), Can JO
Contractor Information
Name1, . . l ) C CU Phone: I (P
Street: r7E JC, Fags 1EQ. jfti47 a
j1i,.
City, State Zip: i , 1' Irli % f j State License No F=C ('`3-CO4-)
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding `Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A, NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT.
Application is hereby made to: obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014).Florida Building Code
Revised: June 30, 2015
Permit Application
3
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 o,fa 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 Owner/Agent Date
Owner/Agent's Name
Signature ofNotary.State of Florida Date
gnature of Contractor/Agcnt Date
Name
of Notary -State; of Florida
PAMELA S TERNUS
Gommissiim,# GG 110622
T Expires August 7, 2021
Bonded riw Budget NotaryServices
3J3cJ J
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of lD Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY,
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015 Permit :'application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
AppHcafion No:
q n ih
J+-
Ao n 42DocumentedConstructionValue: $ LJ C-5 d
Job Address: 2 S3,4 T do r f F' rly< Historic District: Yes No Parcel ID:
Residential wommercial Type of
Work: Nei Addition Alteration Repair Demo Change of Use Move Description of
Work: Plumbing New Residential Construction Plan Review
Contact Person: Khrissy or Jamie Title: Phone: 407-
323-7515 Fax: 407-323-8954 Email: Property Owner
Information Name&&a-
Phone: v 1
Street: Residentofproperty? City, State
Zip: Contractor Information
Name . Advantage
Plumbing, Inc. Phone: Street: PO
Box 1117 Fax: City,
State
Zip: Sanford, FL 32772 407-323-
7515 407-323-
8954 State License
No.: CF-0057881 Architect/Engineer
Information Name: Phone:
Street:. Fax:
City, St,
Zip: E-mail: Bonding Company:
Mortgage Lender: Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction.. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 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
r
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance "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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 A AVIT: I certify that all of the foregoing information is accurate and that ali work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning.
Signature of Oaver/Agent Date -
Pent Oa.er/Av W, Name
SignatttreofNotary-State of Florida Datc
Owner/Agent is . Personally Known to Me
or Produced ID Type of ID _
Signature of Contractor/Agant
A. Thomas Smith
Pnrt Contreetor/Agent's Name
b -
7//
Sips. ie of , 'otary-State of FioriddaaMeredithLWSmtcke Smith Date
NOTARY PUBLIC
STATE OF FLORIDA
J'
N. ConvnO GG136M
E)Ores821/2021
ContractorlAgent is X Personally Known to Me or
Produced ID Type of ED
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [] Electrical
Construction Type:
Total Sq Ft of Bldg:
Mechanical [] Plumbing Gas El Roof []
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fi%Imres
Fire Sprinkler Permit: Yes [] No # of Heads Fire Alarm Permit: Yes [] No
APPROVALS: ZONING: UTILITIES: WASTE WATER
ENGINEERING: FIRE: BUILDING:
COM TENTS:
Revised: June 30, 2015
Permit Application
La
CITY OF SANFORD
BUILDING &I FIRE,PREVENTION
PERMIT"APPLICATION
VIA
s'
Application No:
Documented Construction Value: $T`
m
Job Address: , ` - ,R Historic District: Yes No
Parcel ID: ResidentialO Commercial H
Type of Work: Ne v Addition Alteration . Repair, Demo., Change of Use ]Move Q
Description of Workc , t
Plan Review Contact Person:
Phone:, `tU 1- ti 0(Xi M
Name
City, State Zip
City, State Zip:
Name: -
Owner Information
Phone: .
Resident of property?
I ZI State License No.: ' 6 144 b
Architect/Engineer-Information
Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code
Revised: June,30, 2015 Permit Application
E
NOTIC& In,additionato thebrequirements 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 ofpermit 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 currant'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 wi11 be applied to your permit fees when the permit is issued.
OWNER'S'.AFFIDAV1T T certify that all -of the foregoing information is accurate tail' 'work will,
be done in compliance with all applicable ;laws regulating construction and za ' g.,
Signature of Owner/Agent Date _ Sig: re ofContractorl^Agent, `'ze
Print,OwnerlAgent't Name P t'Gontractor/A en t s Name
Signature of Notary -State of Florida Date Signaiure of No _ rY State gf Flo`rida nth
CHERYL D AKERS
MY COMMISSION # FF998962
EXPIRES June 05, 2020
oo7j y 9a (1153 'Flti dallo ltySoryiCc.com". , . `
Owner/Agent is Personally Known to Me. or I Contractor/Agerit is _It -Personally Known to3Me or
Produced ID Type of ID Produced ID ; Type of ID ._ _ -
BELOW IS FOR OFFICE VSE ONLY
Permits Required: Building - Electrical Mechanical Plumbing[] 'Gas[] Roof
Construction Type: _ Occupancy Use:, Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: — # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING,: _ _ __., UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:"
Revised: June 30, 2015 Permit Application
STATEWIDEState Cert CAC032448 1-
888-831-2665 RIML-AIR, tAvDmV
HEATING F> AIR CONDITIONIN G JASMINE
COVE VERSION 1 OPT LUXURY
OWNER'S SUITE 3.0 15.0 3,4;({;QQ" JASMINE
COVE VERSION 1 OPT SITTING
RM 3.0 15.0 34;50:00 LARGO
3.0 15.0 4 5,530.00 LAUDERDALE
3.5 15.0- 34,878.00 LAUDERDALE
OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE
OPT BONUS BATH 5.0 15.0 4 MA8.00 LAUDERDALE
OPT BONUS BDRM 5.0 15.0 4 6,92>A0 PALMDALE
2.0 / 2.5 1.5.0 4 8,029A0 PONTE
VEDRA 2.5 15.0 3 4;712.00 SANDPIPER
POINT VERSION 2 3.0 15.0 2 41250. 0- SANDPIPER
POINT VERSION 2 OPT 1
ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00 SANDPIPER
POINT VERSION 2 OPT LUXURY
OWNER'S SUITE BATH 3.5 15.03 SANDPIPER
POINT VERSION 2OPT. OWNER'
S BATH 3.0 15.0 2 429500 SANDPIPER
POINT VERSION 2 OPT SITTING
RM, 3.5 15.0 66500 SANDPIPER
POINT VERSION 2 OPT STUDY
3.._0 .. 15.0 2 4 3330Q' SANIBEL
VERSION 1 2.0 / 2.5 15.0 4,(}800 SANIBEL
VERSION 1 OPT 1ST FL BDRM
2.5 / 2.5 15.0 5 8,750,00 SANIBEL
VERSION I OPT BATH 2 2.0 / 2.5 15.0 5 8;27100 SANIBEL
VERSION 1 OPT GUEST SUITE
2.5 / 2.5 15.0 5 SANIBEL
VERSION 1 OPT MORNING RM
2.5 / 2.5 15.0 4 8,455 00 SANIBEL
VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 K200.00 SANTA
ROSA 3.5 15.0 4 5j496.Q,0 SANTA
ROSA OPT BDRM 4 3.5 15.0 4 5.526.00 SANTA
ROSA OPT MORNING RM 3.5 15.0 4 51600.00 SANTA
ROSA OPT STUDY 3.5 15.0 4 5,581.00 SAWGRASS -
3.5 / 2.0 15.0 4 9 232.00 SAWGRASS
OPT 1ST FL SUITE , . 3.5 / 2.0 15.0 5 9,485.00_ SAWGRASS
OPT 2-ND FL EXTENSION 3.0 / 3.0 15.0 5 9,725.00 SAWGRASS
OPT BATH 2, 3.5_/, 2.0 15.0 5+9,288.00 SAWGRASS
OPT BONUS BDRM 3,.5 /_2.0 15.0 14 9;222.00 11%
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I'ATF C1 1("1`. I IC S CACULJJK Sanlord, ,
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DESCRIPTION AS FURNISHED: Lot' 19, KENSINGTON 'RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: David L Jensen; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty
Company; NVR Settlement Services, Inc.; NVRM
TRACT C
DRAINAGE AREA
N 89048'54 E SET. 1/2" I.R.
SET.
I. R. 6 0. OO 4596
201
I I
I
36.83' 36.83' 36.83'
I
I
LOT 19 I
I
10.00'
18.7' 21.3'
10.00'
I
COV'D.
CONC.
21.3
10.00'
I
O0
oL(jti
TWO STORY
RESIDENCE
o
O
O0F.F.= 26.14'
3.5 "x3.5'
AC PAD
v I
LOT 18
LOT 20
10.00'
COV'D. -r, 3.5x3.5'
AC PADCONC. 6
6.7" 21,3"
10.00'
I
BRICK Q IWALK
32, 84'
16'
BRICK
25.44" DR. 6.17'
I
1 r 0.2
0` 10" UTIL ESMT
0.
h hti
I
NORTHWEST CORNER LOT
22 KENSINGTON RESERVEo•
rye.
r—
180_0' —
SET N&D
4' CONC. WALK
SET 1/2" I.R.
4596
8•B,)S 89°48' 54" W
4596
60.00'
Lko TUDOR ROSE DRIVE
50' PRIVATE R/W) 0
G
PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25'
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20'
fir= PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 2,455t SQUARE FEET OR 35.67 SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE BLIV
FEET SIDE 7.5' FOR 60' LOTSCONTAINS6,900±Q714tLINGPROPOSEDFINISHFLOORPERPLANS = 26.1' AREA CONTAINS 1TSQUAREFEETSIDE = 10' FOR 75' LOTS
QEA CONC/LANAI/PORCH CONTAINS 741t SQUARE FEET SIDE STREET = 25"
CR USEYVffEYL'R—,SCOTT ASSOC,-- INC. — LAND ,SUR VEYORS
LEGEND - LEGEND - -
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436
P = PLAT P.O.L. POINT ON LINE NOTES:
F" = FIELD TYP. • TYPICAL
IRON PIPE P.R.C. POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF
LB. - COON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES
CONCRETE MONUMENT RA, RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET LR, = REC I.R. w/pLB 4596
N.R. NON -RADIALSE
REc. •RECOVERED W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS
P.B.B. = POINT OF BEGINNING CALC. CALCULATED
P.O.C. = POINT OF COMMENCEMENT P.R.H. = PERMANENT REFERENCE MONUMENT
OR EASEMENTS THAT AFFECT THIS PROPERTY.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
CENTERLINE F.F. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. H.S.L. BENDING SETBACK LINE
BBENCHMARK NAIL
6 DISK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/
RIGHT-OF-WAY ESM -
T
SMT, =
EASEMENT B..B.iBASE BEARING 7. BEARlNGS,.ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN, •
DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL,
UTILITY CL.
FC. = CHAIN LINK FENCE 9.
CERTIFICATE OF AUTHORIZATION No. 4596. VD.
FC WOOD FENCE C/
B = CONCRETE BLOCK SCALE f— 1_ — 20 DRAWN BY: MLT PC
POINT PDINTOF CURVATURE P.T. = PDINT OF TANGENCY CERTIFIED BY. DATE ORDER No. DESC. -
DESCRIPTION O =
RADIus PLOT PLAN 12-14-17 5627- 17 L =
ARC LENGTH D =
DELTA FORMBOARD FOUNDATION/ELEVS. 04-28-18 2602-18 C =
CHORD C.
B. = CHORD BEARING FINAL/ELEUS. 07-23-2018 4723-18 NORTH
THIS
BUILDING/PROPERTY DOES NOT LIE WITHIN —d'USENME1 THE
ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TO
R.L.S. ZONE "
X" MAP q 12117CO09OF (09-28-07) JAMES
W. SCOTT, R.L.S f 4801