HomeMy WebLinkAbout2293 Kelmscott Ct 17-3185; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 17100009
BUILDING APPLICATION #: 17-10000906
BUILDING PERMIT NUMBER: 17-10000906
UNIT ADDRESS: KELMSCOTT CT 2293
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
DATE: December 15, 2017 t.a-I T 1 c)11'.0
17-20-31-5VC-0000-0690 a &c)I
PARCEL:
TRACT:
BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND RD H-20 ORLANDO FL 32811
LAND USE: KENSINGTON RESERVE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2293 KELMSCOTT COURT/ KENSINGTON RESERVE
LOT 153 SFR DETACHED
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A
Single Family Hoping .00 1.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Single Family
SCHOOLS
Housing 54.00 1.000 dwl unit 54.00
Single Family
CO -WIDE ORD
Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/
LAW ENFORCE N/A 00
DRAINAGE N/A 00
AMOUNT DUE 5,759.00
STATEMENT El'tIICIGNATURERECEIVEDBY:4 :
PLEASE PRINT NAME)
DATE: a
NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT
2-FINANCE 4-LAND MANAGEMENT
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OROR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED It FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. 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 PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: I p I g V-1
1
Project Name: Kensington Reserve Project Address:- 1 e I rn!Sc t3Tf t u rT
Building Permit #: I-) _ 31K5 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.
S. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print Name f Owner/Tenpf
Signature of er/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Rev. 02/10/15)
Robert Lattanzi - Ryan Homes
Print Nam o len. Co tra
Signature of Gen. Contractor
CBC1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
ignature of El. Contractor
EC0003096
El. Contractor License #
Progress Energy o Florida Power and Light on /
1"
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. 17-00003185
Parcel ID Number. 17-20-31-5VC-0000-0690
GRt4NT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
9K 9045 P9 1940 (1P9s)
CLERK'S 2017129479
RECORDED 12/21/2017 01:45:28 PM
RECORDING FEES $10.00
RECORDED BY hdevore
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 # 69 of Kensington Reserve 2293 Kelmscott Court
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number. 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
S. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
S. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Whitson Phone Number. 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
S. In addition, Owner designates of
to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
O W
Sign of Owner or Lanes. or Owners or Lessee's
Ad. zed Of cadDirector/PartnedManager)
state of Florida County of Oranae
The foregoing Instrument was acknowledged before me this I
by Tracy McDonald
Neme or person matdng statement
who has produced Identification type of Identification produced:
a "•"% Tr ACY LEIGH MCDONALO
My. -COMMISSION 8 FF925012
EXPIRES October 06.2019
I:07!'99.0'Sa FlonoallotalvSelcico cos'
Dayna Whitson Assistant Secretary
Prtnt Name and Provide Signatory* Tltle/Oflke)
I
CITY OF SANFORD
BUILDING & FIRE PREVENTION
T*Zl— PERMIT APPLICATION
Application No:
Documented Construction Value: S Zq LA p U.. WD
Job Address: 2293 Kelmscott Court, Sanford, FL 32773 Historic District: Yes No
Parcel ID: 17-20-31-5VC-0000-0690 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: Vicky Otero Title: Production Admin
Phone: 407-692-9820 Fax: Email: votero@nvrinc.com
Property Owner Information
Name NVR INC. dba Ryan Homes Phone: 407-692-9820
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: _
Mortgage Lender:
Address:
brian@abdesigngroup.com
N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COM
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Y
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORE (/
COMMENCEMENT. I
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify the vui commenced prior to the issuance of a permit and that all work will be performed to meet standards of all
in this jurisdiction. I understand that a separate permit must be secured for electrical work, pi ADfurnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 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 [CC 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.
1 o I <4Te o I$ 17
Signature of Owner/nit Date Signature of Contra r/Agent Date
Vicky Otero
Print Owner/Agent's Name
ar saaf: I L 1 9 I I-)
Signature of NoTry-State of Florida Date
Vicky Otero
Print Contractor/Agent's Name
a (I
State of Florida bate
TRACY LEIGH MCDONALU
MY COMMISSION # FF925012
EXPIRES October 06.2019
fbriaallom-vsorvicc con,
Owner/Agent is Personally Known to Me or Contractor/Agent is 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 [R Mechanical[i] Plumbing0 Gas[-] Roof
Construction Type: 116 Occupancy Use: Flood Zone:'
Total Sq Ft of Bldg: 2803 Min. Occupancy Load: (S # of Stories: ?—
CL3
New Construction: Electric - # of Amps ZOO Plumbing - # of Fixtures (
Fire Sprinkler Permit: Yes No [Z # of Heads
APPROVALS: ZONING: UTILITIES:
COMMENTS:
ENGINEERING: "TC +( FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. Lk2- , to °/a %MP'
Largo - c, .Tt-
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5F t2-l(-17
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit # i l - 2.13
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing - Walls
30 Sheathing - Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address: 7-24 S Y& .nsco1r
ELECTRICAL PERMIT
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power (TUG)
30 Electric Rough
1000 Electric Final
Ll1MBlNG ERMIT
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
61
gyp •31.1
LAC
CITY OF'SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: -7 — 3
Documented Construction Value: S 88,576
Job Address: 2293 Kelmscolt Court, Sanford, FL 32773 Historic District: Yes NoEA Parcel
ID: 17-20-31-5VC-0000-0690 Residential X Commercial Type
of Work: New EA Addition Alteration Repair Demo Change of Use Move Description
of Work: New Single Family Residence Plan
Review Contact Person: Vicky Otero Title: Production Admin Phone:
407-692-9820 Fax: Email: votero@nvrinc.com Property
Owner Information Name
NNVR INC, dba Ryan Homes Phone: 407-692-9820 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: 5i° Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
c,
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
A o t,5 <4D 0 1$ I,
Signature of Owner nt Date Signature of Contra r/Agent Date
Vicky Otero Vicky Otero
Print Owner/Agent's Name Print Contractor/Agent's Name
a= W 19I 11
Signature of N -State of Florida Date
TRACY LEIGH MCDONALU
MY COMMISSION # FF925012
EXPIRES October 06. 2019
of Florida
Owner/Agent is )< 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: Occupancy Use:
Total Sq Ft of Bldg:
Flood Zone:
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:
ENGINEERING:
COMMENTS:
FIRE:
WASTE WATER:
BUILDING:
Revised: June 30. 2015 Permit Application
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIvIsION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
Application Number: 17-3185
Project Description: New SFR
Job Address: 2293 Kelmscott Ct
Model: Largo (Version #01)
PLAN REVIEW COMMENTS
Date:
Contact Name: Vicky Otero
Contact Email: voterota'.nvrinc.com
Lot #: 69
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies of affected Plan sheets an dlor
supplemental information as requested Permit submittals will not be accented without two copies.
COMMENTS:
1. Please provide two (2) copies of Florida Product Approval. Only the installation instructions were submitted.
FBC 107
2. The Product Approval Specification Sheet is required to be site/lot specific. Only the products installed on the home are required to
be included.
Fixed windows are listed — there are no fixed windows on the home.
Roofing Underlayment FL# and description is not listed on the specification sheet
Off -Ridge Vents FL# and description is not listed on the specification sheet
3. Please submit two (2) copies of Florida Product Approval and installation instructions for the off -ridge vents.
FBC 107
4. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly
FBC 107
i 5. The plumbing riser needs to be revised: The laundry tub shown on the plans is not included on the riser.
FBC 107
6 6. The Jurisdiction number on the cover page of the Energy Calculations is required to show 691500 and the permit office is Sanford.
The Calculations submitted list 691000 as the jurisdiction and Seminole as the permit office.
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Of ee meetings with the plans examiner to discuss comments will require an appointbnent, arraneed by Phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 17-3185 Date:
Project Description: New SFR Contact Name: Vicky Otero
Job Address: 2293 Kelmscott Ct Contact Email: voterona.nvrinc.com
Model: Largo (Version #01) Lot #: 69
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal - changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies ofaffected Plan sheets and/or
supplemental information as requested. Perinit submittals will not be accepted without two conies.
COMMENTS:
1. Please provide two (2) copies of Florida Product Appro 1. XOnly the installation instructions were submitted.
FBC 107
2. The Product Approval Specification Sheet is required to be site/lot specific. Only the products in%
y%
stalled o the home are required to
be included.
D ` Fixed windows are listed - there are no fixed windows on the home. 4,04v J
Roofing Underlayment FL# and description is not listed on the specification sheet A S
Off -Ridge Vents FL# and description is not listed on the specification sheet
3. Please submit two (2) copies of Florida Product Approval and installation instructions for the off -ridge vents.
FBC 107
C
anQ
9lP,
k a eIx e u v ua tth2on"gQided m'extreme o small d c// an/noe-fie e vv v
ZS7 riser n •sed:
TheucIry tub sbeWffZ? e Glans is e e riser. FBC b 6.
The
Jurisdiction number on the cover ge of Calculations Is re to show 691500 and the t office is Sanford. e Calc at•
su d list 69 as the jurisdiction and e Iml ce. Any en or
or omission in this plan review shall not be construed to grant approval o any violation of any of the adopted codes or municipal ordinances of this
jurisdiction. Office meelines with
the plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey,
CBO
Residential Plans Examiner
9 - L11PM!lb-
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: 2293 Kelmscott court
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number:17-20-31-5VC-0000-0690
Phone Number: 407.692.9820 Email: votero@nvrinc.com
The reason for the flood plain determination is:
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)
OF ILIAEU XSETOWNLY
Flood Zone: x Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: 1 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# 17-3185
Reviewed by: Michael Cash, CFM Date: November 21, 2017
i
P I Application for Paved Driveway, Sidewalk or
Walkway Including Right -of -Way Use & nQ% F 1877- Landscaping i11 Right-%R Way
wwwAantordn.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 •eo. Od•YL
size and location of the existing right—of-way and use shall be provided or application could be delayed. C&Ilbltmroea
1. Project Location/Address: 2293 Kelmscott Court, Sanford, FL 32773
2. Proposed Activity: X Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction of New Single Family Home
This application is su muted by:
Properly owrw.
Signature: 9APrint Name: Vicky Otero
Address: 4307 Vineland Rd #H-20 Orlando, FL 32811
Phone: (407) 692-9850 Fax: Email: votero@nvrinc.com Date: / G /
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the
Requestoes property to recover costs of restoration.
To the fullest extent permitted by law. Requestor agrees to defend, indemnity, 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 and unclierstand the above statement and by signing this application I agree to its terms.
Signature: AIL4—Date: 10/18/2017
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Official Use Only
Fee: Date:
Date:
Date:
Date: 11—Zt__M( I
Date:
November 2015
16/18/2017 SCPA Parcel View: 17-20-31-SVC-0000-0690
co v
Property Record Card
Parcel: 17-20-31-5VC-0000-0690
Owner: BRISSON WEST PROJECT I LLC
str+v+o aoou nr,Fronc
Property Address: 2293 KELMSCOTT CT SANFORD, FL 32773
Parcel Information I Value Summary
Parcel 17-20-31-5VC-0000-0690
Owner BRISSON WEST PROJECT I LLC
Property Address 2293 KELMSCOTT CT 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
tu
89.97
RO•
0
69
116.52
Seminole County
Legal Description
LOT 69
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
Q
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Martcet
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 14,000 14,000
Land Value Ag
Just/Market Value •' 14.000 14.000
Portability Adj
Save Our Homes Adi 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 1$14,000 14.000
Tax Amount without SOH: $266.58
p 2017 Tax Bill Amount $266.58
O Tax EstimatorISaveOurHomesSavings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 14.000 0 14.000
Schools 14.000 0 14,000
City Sanford 14.000 0 14.000
SJWM(Saint Johns Water Management) 14.000 0 14,000
County Bonds 14,000 0 1 $14,000
Sales
Description Date Book Page Amount Qualified VaGlmp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT I 1 j $14,000.00 1$14,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceldetaii.scpafl.orgiParceiDetailinfo.aspx?PID=l720315VC00000690 1/2
1b/18/2017 SCPA Parcel View: 17-20-31-5VC-0000-0690
No Permits
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l720315VC00000690 2/2
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 1 O 1 <6 \-I
I hereby name and appoint: Vicky Otero
an agent of.. NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific qermit and application for work located at:
Street Ad ess)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Lattanzi
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF Orange
May 20,2018
The foregoing instrument was acknowledged before me this TKday of 04 ,
200 17 , by Robert Lattanzi who is o personalQ,y own
to me or o who has produced
identification and who did (did not) take an oath.
Notary Seal)
TRACY LEIGH MCOONALC:
MY COMMISSION N FF925012
EXPIRES October 06.2019
rt407
Rev. 08.12)
r
Signature
Tra-s±laz
Print or type hame
Notary Public - State of JF L
Commission No. 26 DIZ
My Commission Expires: t v
as
SQ.FT. CAM'S
IST FLR LIVPIG W4 6Q FT.
24D FLR LIVM DT0 SQ FT.
TOTAL LIVNG 2,114 SQ FT.
ENTRT 40 SG FT.
CARAW 44S Sa FT.
LANAI N0 6a FT.
TOTAL 2003 SQ FT.
EXMaCR NASCN W
eIALL EMPG NEY.i1iM
1111111111111
II
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CONgBR AIO CLAM= lllD LOADS MML 00 EACE/E
CALL4 61>tUFIECI I>n! mIHP O
MOMTM mm NSOR
I @ W'd 19' w 9 34M-30J6
I 34 39M OR 36' 96. 4 TLl4)-3616
3 33 J) I94N 16' 63' M not-34W
4 1 64 1 "W SW T4' 96' 6 363V-3330
WIND DESIGN CRITERIA
A BASIC WIND SPEED HPN (3 SECOND GUST)
T.BO / VA60.116 MPH
B NTERLAL PIEMSUM C.06FICDR•• JM
G RISK CATEGORY•TTE II
D. E)G-CWrM CATEdOW C
NOTE.
VALUES FOR C40PVVNW M P CLADONG PRESSU IE AIM BASED ON
NE VNIU DESIGIN WND SPEED. FBCR MT14 ED. (MO ALLOWS Tl$SE
PIESMUDES TO BE MULTIPLIED BY OA TO MEET WE ALLOWABLE OR
NOM?lAL TESTED VALUES USED BY PRODUCT r~ACROERA
NOESLFOM TO CWUALL NRAlLAW4 4N ALL FPA26 NBIM Td PRRI M RM
ROOK WU R SPRAT® AIO 1IEAIED W SORAIP A W"M IWAIED SPRAT
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C
odT(r .
Purz
r•oc
CABINET SECTION
N
FIRST FLOOR PLAN
SCALE. 1/4 . I'-0' ELEVATION 'C'
A l C N I T E C T
Grou i In
i«U a WOULD "m BLVD,
Loplcw000, =?so
n...OI- 7.070
FM.oi-n. Q7&
wwwAAM.: k 000332500923
I C
Z
9UDDrv. at LOT•.
KENSINGTON
RESERVE
LOT 069)
mo lat
LARGO
VERSION/OI)
PItOJICCT#:
2997.000
PAGIM
FLOOR PLAN
ELEVATION—C'
ELC)
DATM 10/6/17
9CALM 1/4'=1'-0'
WE=
307 9
OC16'01BRAND K1ADg10IISD LAADOMIDU DFJO'COUB
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I 30 V. alp S f961/-!EBgl611"
l B 36• 6r 5 1665/-31JD
3 D 36' br 4 1665/-3W
4 B 3ow-M
36' 6P 5 2ab5/-310
AA B 36' br 4 1A68J-3W
D 00-514
t 36' 4e' S 1S66/-3S.Tm
6 D a' 6r 4 1665/-3W
WIND DESIGN CRITERIA
A. BASIC WM SPEED MPW (3 SEC:CHD GUST/
VULT. DO / VASD.116 MPH
B. MEW& F7W-S6LM CCEFFICE -- JS
C. 10SK CATEOORRY.TTFE II
D. E)d°C&AW C:ATEGOMr C
NOTE,
VALUES FM C0rj-CM M 4 CLADONO FMOMM A)! BASED CH
TE Vint DEMN WRm SFEW. FEIM SM ED. (1014) ALL0116 TIEW
FMO WIES TO BE MLLTIPLMD BY Ob TO PEET T1 E ALLOM3LE OR
NOMINAL TESTED VALUES USED BY PRODUCT TWWAGTUFERS.
NAIE. L MM TO DR WU MAIIATpI CN ALL MM** Mee 7-' RYM TIE F103N
R.MM ML M *%AM MD 11"M W VM?r A MWM MATED OPAAT
Q' IL HALP
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i EE
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INLL I AVe AN OUTSIDE DIAMM OP At LEAST
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PTA F THE "ORAL 16 HOT CIRCLLAR R 6144LL
HAVE A FjJO'ETM VVIR OIfH OP AT LEAST 4
MCEO (IOD P") A/O NOT OIl.ATEw TTLMi 6 It (MO
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OP f k (OT PtU MX" 6 4ALL HAVE A PMM.M
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RAILING DETAIL
2 SCALE• 1Q . 1'-m'
W4• TOO 61p MOM 4"ED • OCMED PER HALM OCNEALE
PM-E)a FLR TIO1MM PER MISS PLAN
T) LATM CP 3)4' PLYUK= OR t2) LATERO CP
Y4• OUD FL00RR MATEMAL M% PCR 6CLIDHALNO SECYE
TND 6TRINISM TO 60LID MAILNO IW DA ILALO
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DATA: WA.
T46 OUD Ram CUED . 17 RISERS 07.57' HALED
16 TREADS 010' +l' NOSING 70
OBL. 2.BLOP.TAP MI.W S 0 DLOOKW3" I VAC 416 PMIWI)'1%. 24. =
6TAOC.MW D'-
D' FSl FLR Tr L.41ow 7x1
RT. PLA7E OECLOE W IOd CIT HALO M• OL MAK STAIR
SECTION: 9'-4" BRG. HT. 1
1 SCALE: 1R . r-m• SECOND
FLOOR PLAN SCALE.
114 . 1'-D' ELEVATION 'C' A
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9.01— AA.
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RESERVE
LOT
069) MODIM
LARGO
VERSIONj01)
PROJECTIy:
2997.
000 PAGE:
SECOND
FLOOR
PLAN ARCHRE- •
STATE
CF FLORA DATE:
10/45/17 13CALE:
1/4'-1'-0' 8112=
4
OF 9
e .t i
JA"-5 40 CITY OF SANFORD
Iu
1AN 0 2 Ulii BY BUILDING
RE PREVENTION PERMT
APPLICATION Application
No: 177 3 _ n
Sf q-vv Documented Construction Value: $ L4 , 550.0 0 Job
Address: 22. Historic District: Yes No Parcel
ID: Residential* Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: Plumbing New Residential Construction Plan
Review Contact Person: Khrissy or Jamie Title: Clerical Phone:
407-323-7515 Fax: 407-323-8954 Email: infona api-orlando.com Property
Owner Information Name
5 Phone: Street:
Resident of property? : 0 City,
State Zip: Contractor
Information Name
Advantage Plumbing, Inc. Phone: 407-323-7515 Street:
PO Box 1117 Fax.
407-323-8954 City,
State Zip: Sanford, FL 32772 State License No.: CF-CO57881 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 E4 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 madc 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 perfornoed 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, beaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: "Edition (2014) Florida Building Code Revised:
June 30.201 S Permit Application
e
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 comtruction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me
or Produced ID Type of ID
11 6,T],7
Signature of Contractor/Agent Date
A. Thantut Smith
Print Cont ctor/Agent's Name
SignatiVe of Notary -State of F th L Warwik)tMdn
Vat
NOTARY PUBLIC
STATE OF FLORIDA
Como GG136SW
Expires 812112D21
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: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: rune 30.2015 Permit Application
a
DESCRIPTION AS FURNISHED: Lot 69, KENSINGTON RESERVE, as recorded in Plot Book 81. Pages 86
through 92, Public Records at Seminole County, •Florida:
BOUNDARY FOR / CERTIFIED T0: Ryon Homes/NVR Inc.
BRISSON AVENUE (65' RIW)
e.8.) S 00' 19' 09" E
40.00'
WALL & IANOSGPE Jl
EASEMENT
41.60' 41.80'
w ,
to N 5.00' 30.0' $.
00'
LOT 70
GO
p7 LOT 69
OJ w
ORMSWD FONNQAnON c O LOT 65TOPOrFORMS . 30.80' t} w
C
w
a7' —
3.00'
420 4aer
1Z,
11.J'
eve
2a7'
C1eD fy12 s0
c
G,Q }
a
L-28.64'
C-28.43'
J CB-M 31.49'00'
PROPOSED - FWSNEO SPOT GRADE ELEVATIONS
PER ORNMACE PLANS 25
PROPOSED ORAIMA" FLOW ,a{'
PLOT PLAN AREA GLCULAl10N5
IMPERWOUS OOVERACE . 308& 90WRE FEET OR 424X SWC FOR 40' LOTS
i6"' LOT GRADING TYPE A ,fi/ LOT COMAWS 5,4402 SOWIRE FEET 510E 7.3' FOR 60' LOTSG!l
PROPOSED fMM FLOOR PER PLANS . J0.6' LMNO AREA CONTA66 1.333= $OWRE FEET SIDE 10' FOR 75' LOTS
CONC CONTAINS 934t SQUARE PEST SIDE STREET N 25,
CRUSEMIMYER—SCOTT ASSOC., INC. — LAND SURVEYORS
Af P=fftwr0. La im E. COLONIAL DR: ORLANDO. FL 32807 (407)-277-3232 F'AK (407)-638-14J6 r
rn ; V. .
1Ms. Ise aE. - Imn O wrote olv ns k .
b O ILL POW O COMOtl OIV.IIa[ t, It[ t•OmetO.to ODet MGt71f mmr teat 00 t0.Oe1' •1RR M 1m/O.ROa d /tNC7Rt Q /ONM A 17t nuo. tI01OD Cr u .
1fte M Y : r l
p/1KIpQ Alp LN/.0! N OO/IQ Y-Ir /14b1 AOIQIMN•[ 4r0 AIt1OMM/ A L
W"n CWWM MM MOOR! SMUM MO dMOVA MVO QM. 00 OMt WP NI fOIQ R W6 IIOO..411Q am '
19MIM vA . VI11att 101r I=
W IF.." CAL • CM XWO Pat. • /
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M 9AW W NeOU/O Fww ME MOOMAM Itomem t0 Itt VAM M DWK "a ! OOme aQIR710.t C..
CA0000t OW AMV IM 14QIt I
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iL WINX t,0OA10' 00 4LMLc7. M Al 0f .01E a001r 4A M.OW MMM ID AID LM7M0 IR R WM A A mtml LMOre: iv ..
one-v.. u ..aM..a alu
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a ataftA • ppbL.AW &= 0• N nMft Mww WE" AUM 07 ton 4mm alm.m am LLM /
am WL .
Vm rOR a (
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L•• cocmm ANfsONAI1t mRrgr1Mcaa 1•
20 — WAM Or Ar.
D COUM 9M `_ 041C OIfOOe M. Plot
FLAN 10-09-17 4237-17 i1AWASEDPLOTPLAN (MOYED AC) 10-12-17 Lors. — NORM
FORM60ARO FVIIFgKnON/ELEVS. 12-29-17 941-17 not
AMA&V/7lRWV"V OM0MOr Ld ar"W FW aTAR09D
100 MR FUM NAIa AS A M VVAr 4714 W. SOOT/ /•
ZoNt Y'
LNP / 1211700000T (00-28-07)
UNIVERSAL s p- 117P 4
nnnn
VL 1 1Vr i.I. 1YV. V 1 IV. , I VV1 V... VVVV
1__1._od__ .1_. C1VV lC11-1 Asw1.v1 ta1o 1vv. oJ.rvvt 1 - 1
ENGINEERING SCIENCES 41^1^
KE:00It Uatt: 11.7f LV 10
Consultants In: Geotechnical Engineering • Environmental Sciences
Geophysical Services • Construction Materials Testing • Threshold Inspection
17—W5BuildingInspection • Plan Review • Building Code Administration
3632 Maggie Blvd, Orlando, 32811 • P: 407.423.05" . F: 407.423.3106
rn1i vi11r.1.1r1f1 rc11:111 i1r. rliu
j("Qi• •?ii tre hest tr_., uuu:.l u u111iAruirlri .yin i 1 q, -
rr-,eCE: !\V- M;ul1111u! mwt_ iv!yv f-14of1C 04'. !r._.ii! Iran
Tatted: Lot 64 Tyne of Tact - The
tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density° Test
No.
II1
Location
of Test I
ry
RangeIgMaximum
I
nlanQity I (
PGfr' ptimum
yt1V`%
Ol
1
V II
1 I
Field Dry nanQifi/
I (
Pcf) I
Field I1.
1
1%
Ol 1
i I
Soil I \
rV111(%
O1 .
1V11
1
I
FIII Depth
I (
inch) I
Pass or
Fail I11
West Footer 4-
0-1 ft I 105.4 12.2 I 104.5 I 9.0 I 99 I N/A I Pas: I 7C^,dM C^^n• VVVa„
VV.V, 1AF A VV.1 47 7 f_ 1n4 4 VV.,
4n A V.1 OG JVA rA One 4J• 1L
3North Footer I 1.2 ft I 105.4 I 12.2 I 102.7 I 11.1 I 97 I N/A I Pas: I 4
I Southeast Corner of Pad 11-2 ft I 105.41 12.2 I 103.9 I 10.2 I 99 I N/A I Pas: I L
5 l Northwest Corner of Pad 12-3 ft I 105.41 12.2 I 101.7 I 8.3 I 96 I N/A I Pas: I
1
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: _MQ_ Job Address: Yh
Parcel ID Historic District: Yes ElNo 0
Type of work: New]Residential CommercialAddition Alteration Repair Demo Change of Use 11
El
Description of Work: Kip,.) 1M n ,., 1 -- Move
Plan Review Contact Person:
Phone: Title:
Fax: Email:
Property Owner Information
Name 0Y) ineS
Phone:
rAStreet:
yy
w' Q Resident of property? ; City, State Zip: J tr' i ( ( IU g J j
Contractor Information
Name r '
Jt.
Phone: _110Street: (1 - gCity, State Zip:
Fax: _ Li'()%- lni 1.. /)
State License No.:
Architect/Engineer Information
Name:
Street:
Phone:
City, St, Zip:
Fax:
E-mail:
Bonding Company: Mortgage Lender:
Address:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYCOMMENCEMENT. BEFORE RECORDING YOUR NOTICE OF
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 5i° Edition (2014) Florida Building CodeRevised: June 30, 2015
i
1PermitApplication
Ap +4
MCE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be foundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water managementdistricts, state agencies, or federal agencies. Acceptance
of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The
City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required inordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. TheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, in accordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, creditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OVER'
S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be doneincompliancewithallapplicablelawsregulatingconstructionandzoning. signature of
Owner/Agent Date Print
tavna/
Agent'a Name Signature of
Notary•sute of Monde Date Owner/Agent
is Personally Known to Me or Produced IDTypeofIDBf@uNreof
ConyetodAgent r_ Date
C
gook
Prtnt ontraetodAgent'
s Name — — signature of
Notarystate of Florida Date 17 r
s!,
PAvf::4S?F.RNl1S Crnroission 0
GG 110622 g, a
ExpitesAugust T, 2021 Or r
o S.=w aw nut "NaOy savtms Contractor/AgentPersonally
Known to Me or Produced 1DTypeof11) BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building El Electrical Mechanical Plumbin g0 GasEl Roof El 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 [I No APPROVALS: ZONING:
UTILITIES: WASTE WATER: ENGINEERING: FIRE:
BUILDING: COMMENTS: Revised:
Juno
30. 2015 Permit Application
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
85S.S41.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Application Number . . . . . 17-00003185 Date 1/18/18
Application pin number . . . 619900
Revision number . . . . . . . 1
Property Address . . . . . . 2293 KELMSCOTT CT
Parcel Number . . 17.20.31.SVC-0000-0690
Application type description NEW SINGLE FAMILY HOME - DETACHED
Subdivision Name . . . . . .
Property Zoning . . . . . . . PUD
Application valuation . . . . 294036
Application desc
Need NOC
Owner Contractor
RYAN HOMES RYAN HOMES
4307 VINELAND RD H20
ORLANDO FL 32811
407) 692-9820
Structure Information 000 000 ----------------------
Construction Type . . . . . VB
Occupancy Type . . . . . . RESIDENTIAL USE GROUP
Flood Zone NONE
Other struct info . . . . . PLUMBING FIXTURES 19.00
NUMBER OF STORIES 2.00
SQUARE FOOTAGE 2803.00
Permit . . . . . . MECHANICAL - NEW RESIDENTIAL
Additional desc . .
Phone Access Code 1026285
Permit pin number 1026285
Sub Contractor DEL AIR HEATING A/C & REFRIGER
Permit Fee . . . . 110.00
Issue Date . . . . 1/18/18 Valuation . . SS30
Expiration Date . . 7/17/18
Qty Unit Charge Per Extension
BASE FEE 110.00
Special Notes and Comments
All projects within the City shall use
WastePro for debris removal. Please
contact WastePro at 407.774.0800.
Normal hours for inspections are from
7:30 through 4:30 Monday through
Thursday. Please be aware you must
contact the Building Official to
schedule a Friday or after hours
inspection. This is required since not
every inspector is licensed to do every
type inspection. Communication is the
key, so please contact the Building
Official if you have any questions at
407.688.SOS8 or at
dave.aldrich®sanfordfl.gov
Water impact fee $1343.00
Sewer impact fee $3025.00
Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00
O1-APPLCTN FEE -BUILDING 25.00
O1-APPLCTN FEE -MECHANIC 25.00
O1-APPLCTN FEE -PLUMBING 25.00
O1-BLDG PLAN REVIEW 885.00
02-CURB CUT/DRIVE - S/F 40.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
FIRE INSPECTIONS CITY OF SANFORD
407.562.2786 BUILDING & FIRE PREVENTION
BUILDING INSPECTIONS 300 N PARK AVE
I%k 855.541.2112 SANFORD FL 32771
DRIVEWAYS -SIDEWALK 407.688.5080
Page 2
Application Number . . . . . 17-00003185 Date 1/18/18
Application pin number . . . 619900
Revision number . . . . . . . 1
Other Fees . . . . . . . . . 01-FIRE IMP-RS 9-2017 383.81
O1-LIBRARY IMPACT FEE 54.00
O1-PARKS IMP-RS SINGLE 17 1103.95
O1-POLICE IMP-RS 09.1.17 384.82
O1-SEM CNTY RD IMPACT FEE 705.00
O1-SCHOOL IMPACT FEE 5000.00
WD IMPACT:SINGLE FAMILY 1343.00
SD IMPACT:SINGLE FAMILY 3025.00
O1-BLDG DCA SURCHARGE 36.15
O1-BLDG DBPR SURCHARGE 51.32
Fee summary Charged Paid Credited Due
Permit Fee Total 110.00 00 .00 110.00
Other Fee Total 13112.05 13083.05 .00 29.00
Grand Total 13222.05 13083.05 .00 139.00
FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.
NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED.
NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.
JAN 8 2018 CITY OF SANFORD
BUILDING & FIRE PREVENTION1 ,
PERMIT APPLICATION
Application No:
Documented Construction Value: S 95
Job Address: 2 S Ysp) W3C OA ` !A- 109- fi k, Historic District: Yes No
Parcel ID: ResidendaQ Commercial L
Type of Work: Newo Addition Alteration Repair Demo Change of Use Move
Description of
Plan Review Contact Person: 'ift I 'fUgj(S Title:
Phone: Fax: 2S:5 Email: i'LVGC Glal4,tir. Cann
Property Owner Information
Name Phone:
Street: oM Resident of property?:
City, State Zip: Of
I - 1
Contracfor Information
Name _ .. . nr' w
p/,hone: `-i3O -7- 6" eJ
Street: 3TSGO f'
Fax:
0 - l?
53 City,
State Zip:r,,cj State License No.: O Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby 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 at of that date: Th Edition (2014) Florida Building Code Revised:
June 30. 2015 Permit Application
It
e' 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 at work will
be done in compliance with all applicable laws regulating construction and zo g.
Signature of OwnedAgent Date
Print Owner/Agent's Name Pcit ConuactodAgent's Name
Signature of Notary -State of Florida Date Signature of No ry-State o Florida Date
CHERYL D AKERS
MSSINMYEXPIA
EIS JuOne 05, 2020
Owner/Agent is Personally Known to Me or Contractor/Agent is -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: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
COMMENTS:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
ENGINEERING: FIRE: BUILDING:
Revised: June 30. 201S Permit Application
STATEWIDE
1-888-831-2665 DEL -AIR
State Cert CAC032448
HERFMO 0 am CONOM01ING
JASMINE COVE VERSION 1 OPT
LUXURY OWNER'S SUITE 3.0 15.0 3 4 604.00
JASMINE COVE VERSION 1 OPT
SITTING RM 3.0 15.0 3 4 509.00
act
LAUDERDALE 3.5 15.0 3 4,878.00
LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00
LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6 818.00
LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00
PALMDALE 2.0 / 2.5 15.0 4 8 029.00
PONTE VEDRA 2.5 15.0 3 4,712.00
SANDPIPER POINT VERSION 2 3.0 15.0 2 4 250.00
SANDPIPER POINT VERSION 2 OPT
I 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 15.0 3 4,901.00
SANDPIPER POINT VERSION 2 OPT
OWNER'S BATH 3.0 15.0 2 4 295.00
SANDPIPER POINT VERSION 2 OPT
SITTING RM 3.5 15.0 2 4 665.00
SANDPIPER POINT VERSION 2 OPT
STUDY 3.0 15.0 2 4 333.00
SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8 098.00
SANIBEL VERSION 1 OPT 1 ST FL
BDRM 2.5 / 2.5 15.0 5 8,750.00
SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8 273.00
SANIBEL VERSION 1 OPT GUEST
SUITE 2.5 / 2.5 15.0 5 8 406.00
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 8,200.00
SANTA ROSA 3.5 15.0 4 5,496.00
SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,526.00
SANTA ROSA OPT MORNING RM 3.5 15.0 4 5 600.00
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 2ND FL EXTENSION 3.0/3.0 15.0 5 9,725.00
SAWGRASS OPT BATH 2 3.5 / 2.0 1 15.0 15 1$9,288.00
SAWGRASS OPT BONUS BDRM 3.5 / 2.0 1 15.0 14 1$9,222.00
Revision ®
Response to Comments FEB 1 20,18AV
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # I-1-S195 Submittal Date J,Log
Project Address: q3 keksC.04 os c
Contact: Ngke.-T'c-Inelr
Ph: uV1 L Q 5 &6 4 Fax:
Email: 4ANoQT Pnyr,nC-.com
Trades encompassed in revision:
Building
d Plumbing
Electrical
Mechanical
Life Safety
Waste Water
General description of revision:
R;sec d ggeqn Mvisecx
Ili
ROUTING INFORMATION
Department Approvals
Utilities
Waste Water
Planning
Engineering
Fire Prevention
0 Building 'Sr % - 1' Lq
RECORD COPY
l
Ova
advantage Plumbing, me vw
License
Naime TVeJ< #
17-31A5
Signature --,. / ,
u,,Nc
Y S.Ar+'t"0R0
3
a 1 yi
VTrL-
ApO
L' SANFORD
v ~ ' w .
v
l..,T ,
JP'
Revision -
tesponse to Comments —
FEB 2 8 2018
Permit # I, ' 3 Submittal Date
Project Address: 6 I'IP MS cu i- Coyr+
Contact: A14e- T n nvj-
Ph: q0 % q q 5 90 q Fax:
Email: (Yk tr9 nVr-, o C.. Con,\
Trades encompassed in revision:
Building
G Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
General description of revision:
Ac-VISecX rlSer of4gqrgm
ROUTING INFORMATION
Approvals
0 Building Sr 7. • l • to,
c JaM `S RECORD COPY
Ij J JL43DI V lS 10n1
pvc, Q
Advantage Plumbing, Inc
License
1ame
Signature - J / 1(
ti
I o
per -
R'`
l
3 , V7yV
3h
UAL
L4A)
li
DING
SANFORO
t.%%
OFPgR.,
C.b.
CITY OF SANFORD
P.O. BOX 1788
SANFORD FL 327721788
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 4/11/18
Parcel Number . . . . . 17.20.31.5VC-0000-0690
Property Address . . . 2293 KELMSCOTT CT
SANFORD FL 32773
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . PUD
Owner . . . . . . . . . RYAN HOMES
Contractor . . . . . . RYAN HOMES
407 692-9820
Application number 17-00003185 000 000
Description of Work NEW SINGLE FAMILY HOME - DETACHED
Construction type . . . VB
Occupancy type . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . NONE
Approved . . . . . .
Buildtr%T Of f Ic
VOID UNLESS SIGNED BY BUILDING OFFICIAL
In accordance with this Certificate of Occupancy, all inspections for compliance
with Florida Building Code 2014 for occupancy and use have been performed and
approved.
If the construction project was permitted and built under the owner/builder
contractor exemption of Florida State statute 489.103; refer to state statute
regarding limitations on renting, lease or sale of this property.
lw_U..J COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot69KensingtonReserveLargoCGLNW Builder Name: RYAN HOMES
Street: 2293 KELMSCOTT COURT Permit Office: • SANFORD
City, State, Zip: SANFORD, FL, 32773 Permit Number:# 7 2 p 5,Owner: LNFJurisdiction:15 0JvDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 )
1. New construction or existing New (From Plans) 9. Wall Types(2524.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13.0 1208.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 966.00 ft'
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft'
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types. (1301.0 sgft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft
6. Conditioned floor area above grade (ft') 2154 b. N/A R= ft'
Conditioned floor area below grade (ft') 0
c. N/A
11. Ducts
R= ft'
R ft'
7. Windows(199.1 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8
a. U-Factor: Dbl, U=0.54 151.13 ft'
SHGC: SHGC=0.31
b. U-Factor: Dbl, U=0.62 48.00 ft' 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25
a. Central Unit 34.8 SEER:15.00
c. U-Factor. N/A ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft' a. Electric Heat Pump 32.6 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 3.411 ft.
Area Weighted Average SHGC: 0.296 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1301.0 sgft.) Insulation Area EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft' b. Conservation features
b. Floor over Garage R=11.0 397.00 ft' None
c. N/A R= ft' 15. Credits Pstat
Glass/Floor Area: 0.092
Total Proposed Modified Loads: 63.24 PASS
Total Baseline Loads: 63.41
1 hereby certify that the plaMvered by Review of the plans and F HE ST,gr
Fpsthiscalculationareincomnergyspecificationscoveredbythisy0C
Code. calculation indicates compliance y iiq =i;
with the Florida Energy Code. s, U OE• rrrr ..'•••. ;::'. ,
PREPARED BY: Before construction is completed rr
73
DATE: 11-30-17 Scott Pratt this building will be inspected for y
compliance with Section 553.908
I hereby certify that this buildin , as designed, is in compliance Florida Statutes.
with the Florida Energy Code. CDD
OWNER/AGENT:
11
BUILDING OFFICIAL:
DATE' DATE: 12-1t-i7
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017
this project requires an envelope leakage test report with envelope leakage no greater than 6.0 ACH50 (R402.4.1.2).
11/30/2017 12:07 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 4
FC)RM R405-2014
PROJECT
Title:
Building Type:
Owner:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
Lot69KensingtonReserveLarg Bedrooms: 4
User Conditioned Area: 2154
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: Street Address
Lot # 69
Block/SubDivision: KENSINGTON RESE
PlatBook:
Street: 2293 KELMSCOTT CO
County: Seminole
City, State, Zip: SANFORD ,
FL, 32773
CLIMATE
J Design Location
IECC Design Temp
TMY Site Zone 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2154 18309
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2154 18309 Yes 5 4 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 103.5 ft
397 ft'
904 ft'
11 0.16 0 0.84
0.39 0 0.61
ROOF
V # Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emilt Emitt Deck Pitch
Tested Tested Insul. (deg)
1 Gable or Shed Composition shingles 1371 ft' 216 ft' Medium 0.85 N 0.85 No 0 18.4
ATTIC
V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1301 ft' N N
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic (Vented) Main 30 Blown 1301 ft' 0.11 Wood
11/30/2017 12:07 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 4
1:1561e7k9:71 T&-%T1TiGI
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt Zo Wall Type Space R-Value Ft In
1 NE Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft' 0 0.23 0.6 0
2 NE Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft' 0 0 0.6 0
3 NW Exterior Frame - Wood Main 13 30 0 8 0 2400 ft' 0 0.23 0.6 0
4 NW Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0
5 SW Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0
6 SW Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354.7 ft2 0 0 0.6 0
7 SE Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft' 0 0.23 0.6 0
8 SE Exterior Concrete Block - Int Insul Main 4.1 20 0 9 4 186.7 ft2 0 0 0.6 0
9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft' 0 0.23 0.3 0
10 SE Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft' 0 0 0.6 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 NW Insulated Main None 39 3 8 24 ft'
2 Wood Main None 39 2 8 6 8 17.8 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall Overhang
v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 NE 1 Metal Low-E Double Yes 0.54 0.31 12.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
2 NE 1 Metal Low-E Double Yes 0.54 0.31 15.3 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
3 NW 3 Metal Low-E Double Yes 0.54 0.31 15.3 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
4 NW 3 Metal Low-E Double Yes 0.54 0.31 30.5 ft' 1 ft 0 in 3 ft 2 in Drapes/blinds Exterior 5
5 SW 5 Metal Low-E Double Yes 0.54 0.31 15.3 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
6 SE 7 Metal Low-E Double Yes 0.54 0.31 30.5 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5
7 SE 8 Metal Low-E Double Yes 0.54 0.31 32.4 ft' 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5
8 SE 8 Metal Low-E Double,, Yes 0.62 0.25 48.0 ft' 11 ft 0 in 0 ft 6 in None Exterior 5
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 449 ft' 449 ft2 33 ft 9.3 ft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000324 1830.9 100.51 189.03 2912 6
11/30/2017 12:07 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2014
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump Split HSPF:8.5 32.6 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use SetPnl Conservation
1 Electric None Garage 0.95 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model Area Volume FEF
None None fl'
DUCTS
Supply — Return -- Air CFM 25 CFM25 HVAC #
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
CoolingHHeatin
FebJanHFJanFeb
Mar
Mar
Apr [
Ar [
May [X] Jun [X] Jul
May [ ] Jun [) Jul
X]j AugX]
Aug
Se
Sep
Oct
Oct
Nov
Nov
Dec
Dec
Vent Jan eb X Mar X] Apr [ May [ ]Jun [ ]Jul Au1 Se XJ Oct X Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WO) 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
11/30/2017 12:07 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home.
2293 KELMSCOTT COURT, SANFORD, FL, 32773
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned Floor area (ft')
7. Windows" Description
a. U-Factor: Dbl, U=0.54
SHGC: SHGC=0.31
b. U-Factor: Dbl, U=0.62
SHGC: SHGC=0.25
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types
Single-family
a. Frame - Wood, Exterior
b. Concrete Block - Int Insul, Exterior
1 c. Frame - Wood, Adjacent
4 d. N/A
10. Ceiling Types
No a. Under Attic (Vented)
2154 b. N/A
Area
c. N/A
151.13 ft'
11. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
48.00 ft'
12. Cooling systems
ft' a. Central Unit
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. Floor over Garage R=11.0
c. N/A R=
ft'
13. Heating systems
a. Electric Heat Pump
3.411 ft.
0.296
Area 14. Hot water systems
904.00 ft' a. Electric
397.00 ft'
b. Conservation features
ft'
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code comDUaWeatures.
Builder Signature: &WWDate: 11/30/17
Address of New Home: 2293 K LMSCOTT COURT City/FL Zip: 32773
Insulation Area
R=13.0 1208.00 ft'
R=4.1 966.00 ft'
R=13.0 350.00 ft'
R= ft'
Insulation Area
R=30.0 1301.00 ft'
R= ft'
R= ft'
R ft'
6 430.8
kBlu/hr Efficiency
34.8 SEER:15.00
kBtu/hr Efficiency
32.6 HSPF:8.50
Cap: 50 gallons
EF: 0.95
Pstat
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
11/30/2017 12:07 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 2293 KELMSCOTT COURT Permit Number:
SANFORD , FL, 32773
MANDATORY REQUIREMENTS See individual code sections for full details.
0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verity compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section
553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A
written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be
performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or
other infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended
infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air IeakageYVindows, 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.
O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
0 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.
0 R403.2.2 Sealing (Mandatory)Wll ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction
or rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either 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' by either of
the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturers air handler enclosure. All registers shall be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm
85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
11/30/2017 12:08 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying Fluids above 105•F (41•C)
or below 55•F (13•C) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation.
R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3 %: inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.4.4 Water heater efficiencies (Mandatory).
0 R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum
temperature setting range shall be from 100•F to 140•F (38•C to 60•C).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burners)
of combustion types of service water heating systems to be turned off.
0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code. Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
11/30/2017 12:08 PM EnergyGaugeO USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F.
O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on -site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
solar energy source computed over an operating season.
RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
11/30/2017 12:08 PM EnergyGaugeO USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3
FORM R405-2014
TABLE 402.4.1.
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot69KensingtonReserveLargoCGLNW Builder Name: RYAN HOMES
Street: 2293 KELMSCOTT COURT Permit Office: SANFORD
City, State, Zip: SANFORD , FL, 32773 Permit Number:
Owner: Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/door jambs and framing and skylights and
framing shall be sealed.
Rim joists Rim joists are insulated and include an air barrier.
Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
11/30/2017 12:08 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1
Manual S Compliance Report Job: LotWensingtonReserv...
wrightsoft• ~ P Date: 7/25/2015
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
Project• •
For: RYAN HOMES
2293 KELMSCOTT COURT, SANFORD, FL 32773
Design Conditions
Outdoor design DB: 92.5°F Sensible gain: 25781 Btuh Entering coil DB: 76.8°F
Outdoor design WB: 76.2°F Latent gain: 3529 Btuh Entering coil WB: 63.4°F
Indoor design DB: 75.0°F Total gain: 29310 Btuh
Indoor RH: 50% Estimated airflow: 1160 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Sensible capacity: 28569 Btuh 111% of load
Latent capacity: 4421 Btuh 125% of load
Total capacity: 32989 Btuh 113% of load SHR: 87%
Design Conditions
Outdoor design DB: 42.3°F Heat loss: 21469 Btuh Entering coil DB: 69.6°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A
Actual airflow: 1160 cfm
Output capacity: 32112 Btuh 1500/6 of load Capacity balance: 32 OF
Supplemental heat required: 0 Btuh Economic balance: -99 OF
Backup equipment type: Elec strip
Manufacturer: Model:
Actual airflow: 1160 cfm
Output capacity: 0 kW 00/a of load Temp. rise: 0 OF
Meets are all requirements of ACCA Manual S.
2017-Oct-11 09:00:24
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Z&...LargoCGLNW%Lot69KensingtonReserveLargoCGLNW.rup Calc - MJ8 House laces: NW
Component Constructionswrightsoft' p
Entire House
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD. FL32771 Phone: 407.333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: LotWensingtonReserv...
Date: 7/25/2015
By: FJF
Project• •
For: RYAN HOMES
2293 KELMSCOTT COURT, SANFORD, FL 32773
Design Conditions
Location: Indoor: Heating Cooling
Orlando/Jetport, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 18
Latitude: 28ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) 16 ( M) Method Simplified
Wet bulb (OF) 76 Construction quality Semi -tight
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain
M BWh/II "F fF-"F/9tuh etuh/II' BWh BWh/M h
Walls
12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 334 0.091 13.0 2.52 841 2.85 949
Insh, 2"x4" wood frm, 16" o.c. stud se 210 0.091 13.0 2.52 529 2.85 598
13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum
board int Insh
Partitions
12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4"
wood frm, 16" o.c. stud
sw 349 0.091 13.0 2.52 879 2.85 993
nw 194 0.091 13.0 2.52 490 2.85 553
all 1087 0.091 13.0 2.52 2739 2.85 3093
ne 251 0.201 0 5.57 1398 5.29 1330
se 199 0.201 0 5.57 1109 5.29 1055
SW 353 0.201 0 5.57 1968 5.29 1871
nw 55 0.201 0 5.57 307 5.29 291
all 859 0.201 0 5.57 4781 5.29 4547
331 0.091 13.0 2.52 834 1.45 480
Windows
2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk irm mat, clr innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 sw
ft overhang (5.08 ft window ht, 1.17 it sep.); 6.67 ft head ht nw
all
2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk irm mat, clr innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 ft head ht
2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk irm mat, clr innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5.3 it window ht, 10.83 ft sep.); 6.67 ft head ht
2A-2omd: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 it overhang (8 ft
window ht, 0.5 it sep.); 6.67 it head ht
31 0.540 0 15.0 456 26.4 805
15 0.540 0 15.0 228 25.8 394
15 0.540 0 15.0 228 26.4 402
61 0.540 0 15.0 912 26.2 1601
30 0.540 0 15.0 449 25.8 774
32 0.540 0 15.0 476 27.0 859
48 0.620 0 17.2 824 16.1 772
2017-Oct-11 09:00:24
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LargoCGLNW\Lot69KensingtonReserveLargoCGLNW.rup Calc - MJ8 House faces: NW
2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw, 31 0.540
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1
ft overhang (5.08 ft window ht. 3.17 ft sep.); 6.67 ft head ht
Doors
11 DO: Door, wd sc type
Ceilings
16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2"
gypsum board int fnsh
FI'oors
20P-11 t: Fir floor, frm fir, 12" thkns, r-11 cav ins, gar ovr
22A-1pl: Bg floor, light dry soil, on grade depth
nw 24 0.390
n 18 0.390
all 42 0.390
1301 0.032
397 0.078
104 0.989
0 15.0 456 26.4 805
0 10.8 259 12.0 289
0 10.8 193 12.0 215
0 10.8 452 12.0 504
30.0 0.89 1153 1.74 2263
11.0 2.16 857 1.12 444
0 27.4 2835 0 0
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AAM ...LargoCGLNW\Lot69KensingionReserveLargoCGLNW.rup Cale = MJ8 House faces: NW
Project Summary
Job: LotMensington Reserv... ft -
wrightso• Date: 7/25/2015 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 2293
KELMSCOTT COURT, SANFORD, FL 32773 Notes:
L.S. 10-11-17 SRP D- _
qn Information Weather
Winter
Design Conditions Outside
db Inside
db Design
TD 42
OF 70
OF 28
OF Heating
Summary Structure
19436 Btuh Ducts
2033 Btuh Central
vent (0 cfm) 0 Btuh none)
Humidification
0 Btuh Piping
0 Btuh Equipment
load 21469 Btuh Infiltration
Method
Construction
quality Fireplaces
Area (
ft2 Volume
ft3) Air
changes/hour Equiv.
AVF (cfm) Orlando/
Jetport, FL, US Simplified
Semi -
tight Heatin
Cooling 215
18822
18822 0.
28 0.15 88
47 Heating
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI Model
GSZ140361 K AH
R I ref :8242629 Efficiency
Heating
input Heating
output Temperature
rise Actual
air flow Air
flow factor Static
pressure Space
thermostat Capacity
balance point = 32 OF Backup:
8.
5 HSPF 32600
Btuh @ 47°F 26
OF 1160
cfm 0.
054 cfm/Btuh 0.
30 in H2O Input =
0 kW, Output = 0 Btuh, 100 AFUE Summer
Design Conditions Outside
db 93 OF Inside
db 75 OF Design
TD 18 OF Daily
range M Relative
humidity 50 Moisture
difference 46 gr/lb Sensible
Cooling Equipment Load Sizing Structure
21194 Btuh Ducts
4588 Btuh Central
vent (0 cfm) 0 Btuh none)
Blower
0 Btuh Use
manufacturer's data Ratelswing
multiplier y
1.
00 Equipment
sensible load 25781 Btuh Latent
Cooling Equipment Load Sizing Structure
2459 Btuh Ducts
1069 Btuh Central
vent (0 cfm) 0 Btuh none)
Equipment
latent load 3529 Btuh Equipment
Total Load (Sen+Lat) 29310 Btuh Req.
total capacity at 0.75 SHR 2.9 ton Cooling
Equipment Summary Make
Goodman Mfg. Trade
GOODMAN; JANITROL; AMANA DISTI... Cond
GSZ140361 K Coil
ASPT47D14A AH
R I ref :8242629 Efficiency
12.5 EER, 15 SEER Sensible
cooling 26100 Btuh Latent
cooling 8700 Btuh Total
cooling 34800 Btuh Actual
air flow 1160 cfm Air
flow factor 0.045 cfm/Btuh Static
pressure 0.30 in H2O Load
sensible heat ratio 0.88 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. A--
Wt hfsoR• 2017-
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Right-Suile® Universal 2017 17.0.23 RSU23828 Page 1 fIC.C.
A G ...LargoCGLNW\
Lot69KensingionReserveLargoCGLNW.
rup Calc = MJ8 House laces. NW
wrightsof * Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: Lot69Kensington ReserveLa... Date:
7/25/2015 By:
FJF 1
Room name Entire House great rm 2
Exposed wall 254.5 if 62.0 it 3
Room height 8.5 It 9.3 it heat/cool 4
5
Room
dimensions Room
area 2205 8 f12 30.
0 x 16.0 it 4W.
0 f12 Ty
Construction U-value Or HTM Area (119 Load Area (ft2) Load number
IBtufVfti•F) atuf ft2) or perimeter (It) atuh) or perimeter (it) Btuh) Heat
Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6
V1l 12C-0sw 0.091 no 2.52 285 364 334 841 949 0 0 0 0 C
2A-20m 13A-
2ocs 0.
540 0.
201 ne
ne
14.
96 5.
57 26.
39 5.
29 31
251
0
251
456
1398
805
1330
0
149
0
149
0
828
0
788
W11
V
I-- IG
12C-
Osw 2A-
2om 0.
091 0.
540 se
se
2.
52 14.
96 285
25.
80 240
30
210
3
529
449
598
774
0
0
0
0
0
0
0
0
vY
13A-2ocs 0.201 se 5.57 5.29 279 199 1109 1055 279 199 1109 1055 I--
C 2A-tom 2A-
2omd 0.
540 0.
620 se
se
14.
96 17.
17 27.
00 16.
08 32
48
0
48
476
824
859
772
32
48
0
48
476
824
859
772
2t-
G0.091 12C-Osw 2A-
2om 0.540 sw
sw
2.
52 14.
96. 285
25.
82 364
15
349
1
879
228
993
394
0
0
0
0
0
0
0
0
W
yl
C
13A-
2ocs 12C-
osw 2A-
2om 0.
201 0.
091 0.
540 sw
rtw
nw
5.
57 2.
52 14.
96 5.
29 285
26.
39 353
240
15
353
194
0
1968
490
228
1871
553
402
149
0
0
149
0
0
828
0
0
788
0
0
1-(
Vy
2A-
2om 13A-
2ocs 0.
540 0.
201 nw
nw
14.
96 5.
57 26.
39 5.
29 31
79
0
55
456
307
805
291
0
0
0
0
0
0
0
0
O
11D0 1210-
0sw 0.
390 0.
091 nw
10.80 2.
52 1203
1.
45 24
349
24
331
259
834
289
480
0
0
0
0
0
0
0
0
RD
1100 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C
168.30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F
20P-11t 0.078 2.16 1.12 397 397 857 444 0 0 0 0 F
22A-tpl 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 61
c) AED excursion 1 0 1 1 311 Envelopeloss/
gain 16770 16141 5765 3950 12
a) Infiltration 2666 902 708 240 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 5 1150 4 920 Appliances/
other 3000 600 Subtotal (
lines 6 to 13) 1 19436 21194 6473 5709 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 19436 21194 6473 5709 15
Duct loads 10% 229r6 2033 4588 0% 0%1 0 0 Total
room load 21469 25781 6473 5709 Air
required (cfm) 1160 1160 350 257 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttsoft'
Right•Suite® Universal 2017 17.0.23 RSU23828 2017.
Oct-11 09:00 age24A1
LargoCGLNW\Lot69KensinglonReserveLargoCGLNW rup Calc - MJ8 House faces: NW Pape
1
wrightsoft• Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
Job: LotMensingtonReserveLa...
Date: 7/25/2015
By: FJF
1 Room name pdr mud rm
2 Exposed wall 8.0 It 6.0 It
3 Room height 9.3 it heat/cool 9.3 It heat/cool
4
5
Room dimensions
Room area
4.5 x 8.0 It
36.0 f12
6.0 x 6.0 It
36.0 f12
Ty I
Construction
number
U-value
BtuW(t2-*F)
Or HTM
Btuh/(12)
Area (It')
or perimeter (ft)
Load
Btuh)
Area (ft2)
or perimeter (It)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool
6 VY
1--(
12C-Osw
2A•2om
13A-2ocs
0.091
0.540
0.201
ne
ne
ne
2.52
14.96
5.57
285
26.39
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
56
0
0
56
0
0
311
0
0
295W
It
V l
I-C
12C-Osw
2A•2om
0.091
0.540
se
se
2.52
14.96
285
25.80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1f 13A-2ocs
2A-2om
2A•2omd
0.201
0 540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
02
V I
I G
12C-Osw
2A•2om
0.091
0.540
sw
sw
252
14.96
2.85
25.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Val
13A-2ocs
12C-0sw
2A•2om
0.201
0.091
0.540
sw
rtw
rtw
5.57
2.52
14.96
5.29
2.85
26.39
74
0
0
74
0
0
414
0
0
394
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L--(;
13A-2ocs
2A-2om 0.540
0.201
nw
nw
14.96
5.57
26.39
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 1100
12C-Osw
0.390
0.091
nw 10.80
252
12.03
1.45
0
0
0
0
0
0
0
0
0
79
0
61
0
154
0
89q
T-D 11D0 0.390 n 10.80 1203 0 0 0 0 18 18 193 215
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0
F 2013-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A•tpl 0.989 27.40 0.00 36 8 219 0 36 6 164 0
6 c) AED excursion 22 32
Envelope loss/gain 633 372 822 567
12 a) Infiltration 91 31 69 23
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) 725 403 8911 590
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 725 403 891 590
15 Duct loads 00/0 0% 0 0 0*/6 0% 0 0
Total room load 725 403 891 590
Air required (cfm) 39 18 48 27
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wH hltsotFt• 2017-Oct-1109:00:24
A
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2
LargoCGLNW\Lol69KensingionReserveLargoCGLNW.rup Calc = M.18 House faces: NW
wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333.3853 Web- WWW.DEL-AIR.COM
Job: LotMenstngtonReserveLa...
Date: 7/25/2015
By: FJF
1 Room name kitchen mstr nn
2 Exposed wait 27.5 it 30.5 it
3 Room height 9.3 it heat/cool 8.0 it Pleat/cool
4
5
Room dimensions
Room area
1.0 x 3525 it
5 ft2
1.0 x 251.5 it
251.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/WL-F) BtuWit2) or perimeter (It) Btuh) or perimeter (ft) Stuh)
Heat cool Gross N/P/S Heat cool Gross N/P/S Heat Cool
6 VII
t--(
12C-Osw
2A-2orn
13A-2ocs
0.091
0.540
0.201
ne
no
ne
2.52
14.96
5.57
285
26.39
5.29
0
0
47
0
0
47
0
0
259
0
0
246
0
0
0
0
0
0
0
0
0
0
0
0W
11
V l
LC
12C-Osw
2A-2om
0.091
0.540
se
se
2.52
14.96
2.85
25.80
0
0
0
0
0
0
0
0
108
30
78
3
197
449
222
774
4 l
I--l
13A-2ocs
2A-2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0C
Vy
I---G
12C-Osw
2A-2om
0.091
0.540
sw
sw
2.52
14.96
285
25.82
0
0
0
0
0
0
0
0
136
0
136
0
343
0
387
0
W
Val
G
13A-2ocs
12C-Osw
2A-2om
0.201
0.091
0.540
sw
nw
nw
5.57
252
14.96
5.29
285
26.39
130
0
0
130
0
0
725
0
0
689
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I=i
4LO
2A-2om
13A-2ocs
0.540
0.201
nw
nw
14.96
5.57
26.39
5.29
0
79
0
55
0
307
0
291
0
0
0
0
0
0
0
0
11DO
12C-0sw
0.390
0.091
nw 10.80
2.52
12.03
1.45
24
270
24
270
259
680
289
391
0
0
0
0
0
0
0
0q
D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437
F 20P-111 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-tpl 0.989 27.40 0.00 353 28 753 0 0 0 0 0
6 c) AED excursion 166 192
Envelope loss/gain 2983 1741 1211 2012
12 a) Infiltration 314 106 300 101
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 1 230
Appliances/other 1200 600
Subtotal (lines 6 to 13) 3297 3047 1511 2944
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 3297 3047 1511 2944
15 Duct loads 0% 0% 0 0 259/6 400/6 1 381 1180
Total room load 3297 3047 1892 4124
Air required (cfm) 178 137L 102 186
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A
2017-Oct-1109:00:24
wrt htsot' Right -Suite® Universal 207 17.0.23 ASU23828 Page 3
LargoCGLNW\Lot69KensingtonReserveLargoCGLNW.rup Calc - M.18 House faces: NW
wrightsoft• Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 hone:407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM
Job: Lot69Kensing ton ReserveLa... Date:
7/25/2015 By:
FJF 1
Room name rm 3 wic nn 2 2
Exposed wall 12.0 ft 7.0 ft 3
Room height 8.0 ft heal/cool 8.0 it Feat/cool 4
5
Room
dimensions Room
area 7.
0 x 5.0 it 35.
0 f12 1.
0 x 149.8 ft 149.
8 ft2 Ty
Construction number
U•
value BtutVft2-'
F) Or
HTM BtuFVIt2)
Area (
02) or
perimeter (ft) Load
atuh)
Area (
ft2) or
perimeter (it) Load
Btuh)
Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
yl I--
G 12C-
Osw 2A-
2om MA-
2ocs 0
091 0.
540 0.
201 no
ne
ne
2.
52 14.
96 5.
57 2.
85 26.
39 5.
29 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W11
yl
G
12C-
Osw 2A•
2om 0.
091 0.
540 se
se
2.
52 14.
96 2.
85 25.
80 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
13A-2ocs 2A-
2om 2A•
2omd 0.
201 0.
540 0.
620 se
se
se
5.
57 14.
96 17.
17 5.
29 27.
00 16.
08 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2Vy
C
12C-
Osw 2A•
2om 0.
091 0.
540 sw
sw
2.
52 14.
96 2.
85 25.
82 40
0
40
0
101
0
114
0
20
0
20
0
50
0
57
0
W
1/
fl iL-_-(`
13A-
2ocs 12C-
Osw 2A•
2om 0.
201 0.
091 0.
540 sw
rrw
nw
557
2.
52 14.
96 5.
29 285
26.
39 0
56
0
0
56
0
0
141
0
0
159
0
0
36
15
0
21
0
0
52
228
0
59
402
Vy
2A-
2om 13A-
2ocs 0.
540 0.
201 nw
nw
14.
96 5.
57 26.
39 5.
29 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
12C-
Osw 0.
390 0.
091 nw
10.80 252
1203
1.
45 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
q
O
11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 c
16B-30ad 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F
20P-11t 0.078 2.16 1.12 35 35 76 39 84 84 180 93 F
22A•tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 21 133 Envelope
loss/gain 349 352 644 1006 12
a) Infiltration b)
Room ventilation 118
0
40
0
69
0
23
0
13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 467 392 713 1029 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 467 392 713 1029 15
Duct bads 25% 40'/6 118 157 259% 400/6 180 412 Total
room load 584 549 893 1441 Air
required (cfm) 32 25 48 65 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. c
2017-
00-1109:00:24 wri
hioft- Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 LargoCGLNW\Lot69KensingtonReserveLargoCGLNW.
cup Calc - MJ8 House laces, NW
wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD. FL32771 hone: 407-333.2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM
Job: LotMensington ReserveLa... Date:
7/25/2015 By:
FJF 1
Room name rm 3 bih 1 2
Exposed wall 25.0 it 5.5 it 3
Room height 8.0 it heat/cool 8.0 it heat/cool 4
5
Room
dimensions Room
area 14.
5 x 10.5 1t 1523
ft2 11.
0 x 5.5 It 60.
5 ft2 Ty
Construction U-value Or HTM Area (III Load Area (III Load number(
BtulV(tMF) BtutV(t2) or perimeter (it) Btuh) or perimeter (it) Stuh) Heat
cool Gross N/P/S Heat cod Gross N/P/S Heat Cool 6
V1l Ili
12C-
Osw 2A•
2om 13A•
2ocs 0.
091 0.
540 0.
201 ne
ne
no
2.
52 14.
96 5.
57 285
26.
39 5.
29 84
0
0
84
0
0
212
0
0
239
0
0
44
0
0
44
0
0
111
0
0
125
0
0
W11
V
L.G 12C-
Osw 2A-
2om 0.
091 0.
540 se
se
2.
52 14.
96 285
25.
80 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l
C
13A-
2ocs 2A•
2om 2A-
2omd 0.
201 0.
540 0.
620 se
se
se
5.
57 14.
96 17.
17 5.
29 27.
00 16.
08 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I--(' y
LG12C-Osw 2A-
2om 0.
091 0.
540 sw
sw
2.
52 14.
96 2.
85 25.
82 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
V
I I--(
13A-
2ocs 12C-
Osw 2A•
2om 0.
201 0.
091 0.
540 sw
riw
nw
5.
57 2.
52 14.
96 5.
29 285
26.
39 0
116
0
0
86
0
0
216
0
0
243
0
0
0
0
0
0
0
0
0
0
0
0
0
Z24y
2A-
2om 13A-
2ocs 0.
540 0.
201 nw
nw
14.
96 5.
57 26.
39 5.
29 31
0
0
0
456
0
805
0
0
0
0
0
0
0
0
0
t--
D 11 DO 12C-
Osw 0.
390 0.
091 nw
10.80 2.
52 1203
1.
45 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.
390 n 10.80 1203 0 0 0 0 0 0 0 0 011DoC
166.30ad 0.032 0.89 1.74 152 152 135 265 61 61 54 105 F
20P-111 0.078 2.16 1.12 152 152 329 170 61 61 131 68 F
22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6
c) AED excursion 251 16 Envelope
loss/gain 1347 1974 295 282 12
a) Infiltration 246 83 54 18 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) 1593 2057 3491 300 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1593 2057 349 300 15
Duct bads 250/. 40'6 402 825 259r6 409r6 88 120 Total
room bad 1995 28811 437 420 Air
required (cim) I I 108 1301 1 24
19 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. A
Ad-
wrllghtsotft- Righl-Suite® Universal 2017 17.0.23 ASU23828 2017
Oct 11 O Page 5 LargoCGLNW\
Lot69KensingionReserveLargoCGLNW.rup Calc - M.18 House faces: NW
wrightsoft Right-J® Worksheet
Entire House
DEL -AIR HEATING & AIR
CgNDITIONING
531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM
Job: LotMensingtonReserveLa...
Date: 7/25/2015
By: FJF
1 Room name laundry m14
2 Exposed wall 5.5 It 110 It
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4
5
Room dimensions
Room area
6.5 x 5.5 It
35.8 f12
1.0 x 1323 ft
1323 (t2
Ty I Construction
number
U-value
Btuh/(t2-*F)
Or HTM
Btuh/f12)
Area (ft2)
or perimeter (it)
Load
letuh)
Area (112)
or perimeter (it)
Load
Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W
L 2
12C-Osw
2A•2om
13A-2ocs
0.091
0.540
0.201
ne
ne
ne
2.52
14.96
5.57
285
26.39
5.29
44
0
0
44
0
0
111
0
0
125
0
0
88
15
0
73
0
0
183
228
0
207
402
0W
11
V l
I
12C-Osw
2A•2om
0.091
0.540
se
se
2.52
14.96
285
25.80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0fa
Vy 13A-2ocs
2A-2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I-GG
t12C-Osw
C 2A•2om
0.091
0.540
sw
sw
2.52
14.96
285
25.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Vjl
E---C
13A-2ocs
12C-Osw
2A-2om
0.201
0.091
0.540
sw
nw
nw
5.57
252
14.96
5.29
2.85
26.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-f'
Vy
2A-2om
13A-2ocsIII
0.540
0.201
nw
nw
14.96
5.57
26.39
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
D DO
12C-Osw
0.390
0.091
nw 10.80
252
1203
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0fj
I--D 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0
C 168.30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230
F 20P•11l 0.078 2.16 1.12 18 18 38 20 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 43 13
Envelope losstgain 180 164 529 827
12 a) Infiltration 54 18 108 37
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1 600 0
Subtotal (lines 6 to 13) 234 783 637 864
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 234 783 637 864
15 Duct loads 1 251/6 40% 59 314 25% 401/6 161 346
Total room load I 294 1096 798 1210
Air required (c(m) 1 1 16 49 1 1 43 54
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
c wrl htsotR' 2017-Oct-1109:00:24
A
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 6
LargoCGLNW%Lot69KensingtonReserveLargoCGLNW.rup Calc - MJ8 House faces NW
wrightsoft* Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM
Job: LotMensingtonReserveLa...
Date: 7/25/2015
By: FJF
1 Room name mstr bth mstr wic
2 Exposed wall 220 it 7.5 it
3 Room height 8.0 it heal/cool 8.0 it heat/cool
4
5
Room dmertsiorts
Room area
1.0 x 111.0 it
111.0 112
7.5 x 5.0 It
37.5 W
Ty Construction U-value Or HTM Area (III Load Area (III Load
numberI BtuWftz°F) Btuh/fig or perimeter (it) Btuh) or perimeter (it) Stuh)
Heat Cool Gross N/P/S Heat Cod Gross WP/S Heat Cool
6 W
I
12C-Osw
2A-2om
13A•2ocs
0.091
0.540
0.201
ne
ne
ne
2.52
14.96
557
285
26.39
5.29
104
15
0
89
0
0
224
228
0
253
402
0
0
0
0
0
0
0
0
0
0
0
0
0
fa
W
11
Vy
I--(
12C-Osw
2A-2orn
0.091
0.540
se
se
2.52
14.96
285
25.80
72
0
72
0
181
0
205
0
60
0
60
0
151
0
171
0
v
F-
13A-2ocs
2A•2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0It
1ql
I--G
12C•Osw
2A•2om
0.091
0.540
sw
sw
2.52
14.96
2.85
25.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Vjl
i--Ci
13A-2ocs
12C-Osw
2A-2om
0.201
0.091
0.540
sw
nw
nw
5.57
2.52
14.96
5.29
2-85
26.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yl
2A•2om
13A•2ocs
0.540
0.201
nw
nw
14.96
5.57
26.39
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L-D 11D0
12C-Osw
0.390
0.091
nw 10.80
2.52
1203
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0R
D 11DO i 0.390 n 1080 1203 0 0 0 0 0 0 0 0
C 16B•30ad 0.032 0.89 1.74 111 111 98 193 38 38 33 65
F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0
F 22A-ipl 0.989 27.40 0.00 0 0 0 0 0 0 0 0
6 c) AED excursion 25 13
Envelope loss/gain 732 1028 184 223
12 a) Infiltration 216 73 74 25
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) 948 1101 258 247
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 948 1101 258 247
15 Duct loads 25% 40% 239 441 25% QV.65 99
Total room load I 1187 1542 323 347
Air required (cfm) 1 1 64 69 1 17 16
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrl ftttsOft- 2017-Oct-1109:00:24
9 Right -Suite® Universal 2017 17.0.23 RSU23828 PaQe 7
LargoCGLNW%Lot69KensingtonReserveLargoCGLNW.rup Calc - MJ8 House faces: NW
wrightsoft Right-JO Worksheet
Entire House
DEL -AIR HEATING & AIR
CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM
Job: Lot69KensingtonReserveLa...
Date: 7/25/2015
By: FJF
1 Room name mstr wic int mstr we
2 Exposed wall 0 it 0 it
3 Room height 8.0 it heat/cool 8.0 It heat/cool
4
5
Room dimensions
Room area
5.5 x 4.5 it
24.8 f12
5.5 x 4.0 it
22.0 ft2
Ty Construction U•value Or HTM Area (it2) Load Area (ft2) Load
number BtuWitZ•F) BtufVIII or perimeter (it) Btuh) or perimeter (it) Stuh)
Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod
6 yl
I--C
12C-0sw
2A•2om
13A•2ocs
0.091
0.540
0.201
ne
ne
ne
2.52
14.96
5.57
2.85
26.39
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0W
11
Vy
C
12C-0sw
2A-2om
0.091
0.540
se
se
2.52
14.96
2.85
25.80
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Val
I--C
13A-2ocs
2A-2om
2A-2omd
0.201
0.540
0.620
se
se
se
5.57
14.96
17.17
5.29
27.00
16.08
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0I=2
Vy
L-G
12C-Osw
2A-2om
0.091
0.540
sw
sw
2.52
14.96
Z85
25.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Vjl
G
13A-2ocs
12C-Osw
2A•2om
0.201
0.091
0.540
sw
rev
nw
5.57
2.52
14.96
5.29
Z85
26.39
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L--G
yLO
2A-2om
13A-2ocs
0.540
0.201
rrw
nw
14.96
5.57
26.39
5.29
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11D0
12C-Osw
0.390
0.091
nw, 10.80
2.52
12.03
1.45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0q
D 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38
F 20P•11t 0.078 2.16 1.12 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 2 2
Envelope loss/gain 22 41 20 36
12 a) Infiltration 0 0 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 22 41 201 36
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 22 41 20 36
15 Duct loads 1 259/6 40% 6 16 259/6 40Ye 5 15
Total room bad 27 57 24 51
Air required (cfm) 1 3 1 2
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Ah-wrl httsotFt' 2017-Oct-1 09:00:24
A
9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 8
LargoCGLNW\Lot69KensingtonReserveLargoCGLNW.rup Cale - MJ8 House faces: NW
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: LotMensingtonReserveLa...
Date: 7/25/2015
By: FJF
1 Room name loft
2 Exposed wall 25.0 it
3 Room height 8.0 It heat/cool
4 Raom dimensions 1.0 x 289.0 It
5 Room area 289.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area Load
numberI BtuMft2-'F) letuFJf12) or perimeter (it) Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-Osw 0.091 ne 2.52 2.85 0 0 0 0
fi 2A-2om
13A-2ocs
0.540
0.201
no
ne
14.96
5.57
26.39
5.29
0
0
0
0
0
0
0
0W
yl 12C-Osw 0.091 se 2.52 2.85 0 0 0 0
11 L--C 2A-2om 0.540 se 14.96 25.80 0 0 0 0
13A•2ocs 0.201 se 5.57 5.29 0 0 0 0
2A-2om
2A-2omd
0.540
0.620
se
se
14.96
17.17
27.00
16.08
0
0
0
0
0
0
0
0
W 12C-Osw
2A-2om
0.091
0.540
sw
sw
2.52
14.96
2.85
25.82
168
15
153
1
365
228
435
394G_
W
Vy
13A-2ocs
12C-Osw
0.201
0.091
sw
nw
5.57
Z52
5.29
2.85
0
32
0
32
0
81
0
91
2A•2om 0.540 nw 14.96 26.39 0 0 0 0
Its-( 2A-2om 0.540 nw 14.96 26.39 0 0 0 0
YLO 13A-2ocs 0.201 nw 5.57 5.29 0 0 0 0
11 D0
12C-Osw
0.390
0.091
nw 10,80
2.52
12.03
1.45
0
0
0
0
0
0
0
0ri
P--D 11 DO 0.390 n 10.80 12.03 0 0 0 0
C 16B-30ad 0.032 089 1.74 289 289 256 503
F 20P-11t 0.078 2.16 1.12 48 48 104 54
F 22A-tpl 0.989 27.40 0.00 0 0 0 0
6 c) AED excursion 92
Envelope loss/gain 1054 15W
12 a) Infiltration 246 83
b) Room ventilation 0 0
13 Internal gains: Occupants @ 230 0 0
Appliances/other 0
Subtotal (lines 6 to 13) 1299 1651
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 1299 1651
15 Duct bads 25% 40'/a 328 662
Total room bad 1627 2313
Air required (cfm) 1 88 104
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A -
Pik-wrighttsoft- Right•Suite® Universal 2017 17.0.23 RSU23828 2017 Oct 11 0Pagge 9
LargoCGLNW%Lot69KensingtonReservetargoCGLNW.rup Celc - MJ8 House laces: NW
Duct System Summary
Job: LotMensingtonReserv...
wrightsoft' Y Y Date: 7/25/2015
Entire House By: FJF
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407.333-3853 Web WWW.DEL-AIR.COM
Project• •
For: RYAN HOMES
2293 KELMSCOTT COURT, SANFORD, FL 32773
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.197 in/100ft
1160 cfm
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.120 / 0.120 in H2O
0.197 in/100ft
1160 cfm
122 ft
Supply Branch Detail Table
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bth 1 h 437 24 19 0.237 4.0 Ox0 VIFx 16.1 85.0 stl
great rm h 3236 175 128 0.203 8.0 Ox 0 VIFx 23.2 95.0 st2
great rm-A h 3236 175 128 0.212 8.0 Ox 0 VIFx 18.0 95.0 st2
kitchen h 3297 178 137 0.214 8.0 Ox 0 VIFx 17.4 95.0 st2
laundry c 1096 16 49 0.235 4.0 Ox 0 VIFx 16.9 85.0 stl
loft c 2313 88 104 0.295 6.0 Ox 0 VIFx 11.3 70.0
mstr bth c 1542 64 69 0.295 5.0 Ox 0 VIFx 11.3 70.0
mstr rm c 4124 102 186 0.304 8.0 Ox 0 VIFx 9.1 70.0
mstr We c 51 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0
mstr wic h 323 17 16 0.294 4.0 Ox 0 VIFx 11.6 70.0
mstr wic Int c 57 1 3 0.326 4.0 Ox 0 VIFx 3.5 70.0
mud rm h 891 48 27 0.206 4.0 Ox 0 VIFx 21.3 95.0 st2
pdr h 725 39 18 0.197 4.0 Ox 0 VIFx 27.1 95.0 st2
rm 2 c 1441 48 65 0.232 6.0 Ox 0 VIFx 18.4 85.0 stl
rm 3 c 2881 108 130 0.227 7.0 Ox 0 VIFx 20.8 85.0 stl
rm 3 wic h 584 32 25 0.209 4.0 Ox 0 VIFx 29.8 85.0 SO
rm 4 c 1210 43 54 0.300 6.0 Ox 0 VIFx 10.1 70.0
Supply Trunk Detail Table
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st2 Peak AVF 615 439 0.197 575 14.0 0 x 0 VinlFlx
stl Peak AVF 227 287 0.209 651 9.0 0 x 0 VinlFlx
2017-Oct-11 09:00 25
c wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1
LargoCGLNW\Lot69KensingionSeserveLargoCGLNW.rup Calc = MJ8 House laces: NW
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx
2017.Oct-11 09:00:25
tkL+, + wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU23828 page 2
iF. &—...LargoCGLNW\Lot69KensinglonReserveLargoCGLNW.rup Calc a MJ8 House faces: NW
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
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, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (1 page) and an input summary checklist that can
be used for field verification (usually 4 pages/may be greater).
Energy Performance Level (EPL) Display Card (one page)
Mandatory Requirements(three 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)
10/11/2017 9:14:24 AM
EnergyGauge® - USRCSB v5.1
Page 1 of 1
r-----------------M
I II
I II
I I I Transfer ducts/grilles sized In
w-•as I compliance with Florida Residential
Building Code - M1602.4 Balanced
Return Air, exceptions 1-3. Builder
I I I must provide unrestricted 1 Inch
I I I undercut on doors to habitable
I I I rooms.
I - ip lGiD-- I I 1711bN1
42X42 A/C SLAB I=
BY BLDR MIN I252' FROM WALL
01 Y
16'x12'
1 s 12s
1 x8 wcd 14x8 lwcd
e'
e'
x814x8 lwcd
III
m
Z iCIRicsGeE
was
M , r;
m I
I
L------------- -----
r-Ox"aw
wir
3' bath duct
to roof cap
w/fan
Nutone 696RNB
r----------------- n
1 1
I I Builder wilt me to I 301•dl ]I" ed
provide a/c duct ase ese e row
4
v
115
R
470 '
6 lwcd
5'
3' bath duct
8x4;-
V
cd
to roof cap 5
w/fan KeurA
Nutone 696RNB
rr w as
55
4' dryer duct
to roof cap
w/dryer vent box
3' bath duct
to roof cap
w/fan
Nutone 696RNB
20x6 wall
8x4 lwcd
20x6 wall rag
WJW 130
Y•P Gs 1PY6 11
Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value.
xle rag
1
16' 14:
V
105
P r,
ra•ds
185 d
lOx6 lwcd
65
20x6 wall rag 1
25
lwcd
3.0 TON V/5KV e240V 1PH
1843 plen
platform by
bldr
scale 4/8'=11'
4
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Pve,
Advantage Plumbing, Inc
Signature
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ItFCORD COPY
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DESCRIPTION AS FURNISHED: Lot 69, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. RECORD COPY
BRISSON AVENUE (65' RIW)
PAP I-) -
TIN DATE
Ok to construct single family home
with setbacks and impervious area
shown on plan, y2• (.00/ o gip•
Largo- G , G-L
8.8.) S 00° 19' 09" E
40.00'
15' WAtEMENTLANDSCAPE
71AW — 3f.86- — — —
t
5.00'
V- ,
Z\
0 5.00'
LOT 70
000
CO
5.00,
y
R
IA
V2.
fp C 38.14'
Po- _ _ —
3
28.8' '0,
W•
C Ilk
f-
c T0
rGq c
tr
41.80'
14.0
LANAI 3.5'x3.5'
AC
30.0'
LOT 69
PROPOSED RESIDENCE
MODEL: LARGO-C o
2 CAR GARAGE LEFT
ENTRY 8 7'
i
C
0
t
21.3'
16'
WALX
DRIVE
48.61'
11
5.00'
5.00'
5.00'
5.00'
1
C6 LOT 68
o
n
Cl V_
co
9
C1=D=1 7• 12' 40"
R= 95.00'
L=28.54'
C= 28.43'
CB=N 31.49' 00" E
PROPOSED - FINSHED SPOT GRADE ELEVATIONS avaulrru ncNrvlcicn: An runn/JrTeuPLOTPLANONLYNOTASURVEY
PER DRAINAGE PLANS FROND - 2s'
PLOT PLAN AREA CALCULATIONS REAR a 20'
1- PROPOSED DRAINAGE FLOW o
LOT GRADING TYPE A 0
IMPERVIOUS COVERAGE - 2,308t SQUIRE FEET OR 42.61E SIDE - 5' FOR 40' LOTS
LOT CONTAINS 5,446t SQUARE FEET SIDE - 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS a 30.6' QQ LIVING AREA CONTAINS 1,353t SQUARE FEET t lL • 25 SIDE - 10' FOR 75' LOTS
CONC/LANAI PORCH CONTAINS 954t SQUARE FEET Ac- SIDE STREET - 25'
CRUISIENMETYWR —SCOTT ECG. ASSOC, INC. — LAND SURVEYORS
LEGEND - LEGEND -
5400 E. COLONIAL OR. ORLANDO. FL. 32807 407-277-3232 FAX 407-658-1436
P •• I. • FIELD TYr.
PLAT PLL • M/CALPOINTON LINENOTES:
I.P. • IRON PIPE pat •POINT OF RCVFJC040 C CCURVATUREIRONROD • POIM OF COMPOUND CVRVATWC 1. THE UNDERSIGNED DOES MOWN CERW THAT TN1S SURVEY MELTS THE StANDARDS OF PRACTICE SET FORM BY ME FLOM BOARD OF
C. RA& CAL • CONCRETE MONUMENT RADA RADIAL PRGLSSOM SURKfM AND MAPPERS W CHAPTER DJ-17 FLORIM AD1tlMSIMME CODE PURSUANT TO SECTION 472.027, FLORIOA STATUES
scr LR. . V2 IR •nu H9i MR . MON-RAMAL 2 wuEss EtieossED wmN suavEroRY s1cNATVRE wD GUNDuty aysED SEAL nus suRrt-r MAP oR coPIEs ARE NOT VALID
RED. . ftcc 7tcS Wr. • WITNESS POINT I THIS SURVEY WAS PREPARED FROM TITLE WPoRAt4nON FURNISHED TO THE SURVErM THERE MAY BE OTHER RESTRICTIONS
PEA. . POINT OF CGINNINIO CA Le • CALCULATED OR EASEAIEM TINT AFFM IMS PROPERTY..
IL.C. . POINT OF CONICICCW AT PAX • PERMANENT REFCRCNCC MONUMENT
E CENTCRLDC FF. • FAMISHED FLOOR
4. No UNDERGROUND INPAOVENEMS HAVE BEEN LOCAND UNLESS OMERWISE SHOWN.
KELEVATIONMIDLDISH • WILDING SETDAQf LINE EL THIS SURVEY It PREPARED FOR THE SOLE BENEFIII OF RME CERTIFIED TO AND SHOULD NOT BE RELIED UPON Br ANY OTHER ENRTY.
SARiVRIOMT-0E-VAT RJL • lOCIOVJDCRIG" C OIMLTISION! SHOWN MR INC LCCA1pN Of WPROVTLEMS HEREON SHOULD NOT BE USED TO RECONSTRIACT BOUNDARY ONES.
CSMT. . CASEMENT I& 14C SCARING 7. BEARWCS. ARE BASED ASSUI" DATUM AND ON IRE LINE SHOWN AS EASE BEARWO (B.Ba
DRAIN DRAINAGE
UTIL. • UTILITY B. ELEVATIONS, IF SHOWN, ARE OASED ON NATIONAL GEODETIC VERFICAL DATUM OF I929. UNLESS OMERWISE NOTED.
aFC. . CHAIN LINK FENCE 9. CMFIC :F OF AUTNORGLAMI W 4M&
VDFC. • VOOD FENCEKM SGU.E DRAWN ETV: •••
P.C. - POINT NY CURVATURE
P.T. • POINT OF TANGCMCT
DELI. • DESCRIPTION CERTIFlEC SY: DAZE ORDER No.
AAftLCOM PLOT PLAN 10-09-17 4257-17
D - DELTA DELTD REVISED PLOT PLAN (MOVED AC) 10-12- 17
CC& - CHORD KARING
NORTH I A- 1
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN
THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER VIRM' OAI E. GRUSEN EVER. R.L . /
LONE X. AU1P / 12117COOBOF (09-28-07)
NO W. SCOTF. R.LS / 4801
s
Awl ROOF
TRUSSES
m --
A FLORIDA CORPORATION
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
Lo
co
o ,< PH: 772-409-1010
o to FX:772-409-1015
z Q www.AlTruss.com
m
cn
TRUSS ENGINEERING
I -, 111111 ZTZ&mu*1 *]
PROJECT: KENSINGTON RESERVE
COUNTY: SEMINOLE
LOT/BLK/MODEL: LOT:69 / MODEL:LARGO V1 / ELEV:C / GAR L
JOB#: 69954
MASTER#: XR5LG1CL9
OPTIONS: LANAI
A-1 ROOFAN
TRUSSES
A FLORIDA CORPORATION
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
RE: Job XR5LG1CL9 A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
Customer Info: RYAN HOMES Project Name: Scattered Lots
Lot/Block: Model: LARGO v1
Address: Subdivision:
City: County: Hillsborough State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License M
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 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 48 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name Date
1 A0090863 FG02 9/29/17 13 A0090875 FL11 9/29/17 25 A0090855 CJ1A 9/29/17
2 A0090864 FG04 9/29/17 14 A0090876 FL12GE 9/29/17 26 A0090856 CJ2 9/29/17
3 A0090865 FL01 9/29/17 15 A0090845 A01 9/29/17 27 A0090857 CJ3 9129/17
4 A0090866 FL02GE 9/29/17 1 16 IA0090846 A02 9/29/17 28 A0090858 CA 9/29/17
5 A0090867 FL03 9/29/17 17 A0090847 A03 9/29/17 29 IA0090859 CJ5 9/29/17
6 A0090868 FL04 9/29/17 18 A0090848 A04 9/29/17 30 A0090860 E01 9/29/17
7 A0090869 FL05 9/29/17 19 A0090849 A05 9/29/17 31 A0090861 F01 9/29/17
8 IA0090870 FL06G 9/29/17 20 A0090850 A06 9/29/17 32 A0090862 F02 9/29/17
9 A0090871 FL07GE 9/29/17 1 21 IA0090851 B01 9/29/17 1 33 A0090877 HJ2A 9/29/17
10 A0090872 FL08 9/29/17 22 A0090852 B02 9/29/17 34 JA0090878 HJ3A 9/29/17
11 A0090873 FL09 9/29/17 23 A0090853 804 9/29/17 35 A0090879 HA 9/29/17
12 A0090874 FL10 9/29/17 24 A0090854 I CA 9/29/17 36 IA0090880 I HJ7 9/29/17
The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Koo1 I russes,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019. t 11111f f
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, perANS11TPI-1 Sec. 2.
The Truss Design Drawing(s)(TOD(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 TODs (also referred to at times as 'Structural 1
Engineering Documents') are specialty structural component designs and may be part of the
projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TOO represents an acceptance of professional
nr t,,^,,^ttti',y T. Tombo, IIIengineeringresponsibilityforthedesignofthesingleTrussdepictedontheTOOonlT
Building Designer is responsible for and shall coordinate and review the TODs for
compatibility with their written engineering requirements. Please review all TODs and all
related notes.
Page 1 of 2
No 90093
P.E. SERIAL #:
38 BCA22100 0000004C1287OF
Lumber design values are in accordance with ANSIfrPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job XR5LG1CL9
No. Seal # Truss Name Date
37 A0090881 J2A 9/29/17
38 A0090882 J2C 9/29/17
39 A0090883 J3A 9/29/17
40 AO090884 J6 9/29/17
41 IA0090885 J7 9/29/17
42 A0090886 J7C 9/29/17
43 A0090887 M7G 9/29/17
44 A0090888 VO4 9/29/17
45 A0090889 V08 9/29/17
46 A0090890 V12E 9/29/17
47 A0090891 VM3 9/29/17
48 A0090892 VM5 9/29/17
49 SMI-01 STD. DETAIL 9/29/17
50 SML02 SM. DETAIL 9/29/17
51 1 STDL03 STD. DETAIL 9/29/17
52 STDL04 STD. DETAIL 9/29/17
53 SM1.05 SM. DETAIL 9/29/17
54 STDL06 SM. DETAIL 9/29/17
55 STDL07 STD. DETAIL 9/29/17
56 1 SML08 STD. DETAIL 9/29/17
57 SML09 STD. DETAIL 9/29117
58 SMI-10 STD. DETAIL 9/29/17
59 SML11 STD. DETAIL 9/29/17
60 STDL12 SM. DETAIL 9/29/17
61 1 SML13 STD. DETAIL 9/29/17
62 SML14 STD. DETAIL 9129/17
63 STDL15 STD. DETAIL 9/29/17
64 STDL16 STD. DETAIL 9/29/17
Page 2 of 2
O NSS Ns5 Type y
A0090815
xR5LG1CL9 A01 Hip Girder 1 1
Job Reference (optional)
At Roof Tnlsses, Fort Pierce, FL 34946, design®al truss com Run. 6.120 s Aug 16 2017 Print 8 120 s Aug 16 2017 MiTek Industries, Inc. Fn Sep 29 13.45:21 2017 Page 1
ID.hA3zRN7kH8GY sosevncy2zOBnp-Uo?knlhrMK21GYgwk310UCxuEPMrJua f2uEkdSyYmVC
r1-0-0 7-0-0 12-4-9 17-7-7_ 23-0-0 30-0-0 31-0-0
1-0 7-" 5.4-9 5-2.13 54.9 7-" 1."
Owd Load O.d • 7116 n
4.10 =
2.4 II 3.8 = Sx 1041T20HS= 4.4 = 2.4 II 4.10 =
7-0-0 12.4-9
7-" + 5.4-9 1
1:7i. 7
5 2-13
23-"
5-4-9
3u-u-u
7-0-0
Plate Offsets ()C Y)- 2:0-0-00-0-141 [3 0-7-12 0-2-81 [6:0-7-12,0-2-81, 7:0-0-0,0-0-131, [10:0-1-12,0-2-01, [12:0-3-0,0-1-81 LOADING(
psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.84 Ven(LL) 0.29 10-12 999 360 MT20 244/190 TCOL
10.0 Lumber DOL 125 BC 0.68 Ven(TL) 0.72 10-12 498 240 MT20HS 187/143 BCLL
0.0 ' Rep Stress Ina NO WB 0.80 Hor2(TL) 0.13 7 n/a n/a BCOL
10.0 Code FBC2014r rP12007 Matnx-MS Wind(L-) 0.35 10-12 999 240 Weight: 164 lb FT = 0%. LUMBER -
TOP
CHORD 2x4 SP M 31 BOT
CHORD 2x6 SP 240OF 2.0E WEBS
2x4 SP No.3 WEDGE
Left:
2x4 SP No.3, Right:
2x4 SP No.3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 24-11 oc purlins.
BOTCHORD
Rigid
ceiling directly applied or 6-11.6 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 =
2494/0-3-8 (min. 0-2-1) 7 =
2494/0-3-8 (min. 0-2-1) Max
Horz 2 =
59(LC 9) Max
Uplift 2 =
893(LC 4) 7 =
893(LC 5) Max
Grav 2 =
2494(LC 1) 7 =
2494(LC 1) FORCES. (
lb) Max.
Comp./Max Ten. - All forces 250 (lb) or less except when
shown TOP
CHORD 2-
3=-5140/1869, 3-20=-6367/2382, 20-
21=-6367/2382, 4-21=-6367/2382, 4-
22=-6367/2382,22-23=-6367/2382, 23-
24=-6367/2382, 5-24=-6367/2382, 5-
25=-6390/2392, 25-26=-6390/2392, 6-
26=-6390/2392, 6-7=-5136/1867 BOT
CHORD 2-
13=-1633/4652,13.27=-1630/4668, 27-
28 =- 1630/4668. 12-28=- 1630/4668, 12-
29=-2276/6390, 29-30=-2276/6390, 11-
30=-2276/6390, 11-31=-2276/6390, 10-
31=-2276/6390,10-32=-1635/4664, 32-
33=-1635/4664, 9-33=-1635/4664, 7-
9=-1638/4648 WEBS
3-
13=0/504,3-12=-738/2061, WEBS
3-
13=0/504,3-12=-738/2061, 4-
12=-090/480, 5-10=-700/478, 6-
10=-753/2092, 6-9=0/494 NOTES-
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); 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)
All plates are MT20 plates unless otherwise indicated.
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)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) except 61=1b) 2=893, 7=893. 9)
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-", 123 lb down and 143 lb up at 16-
11-4. 123 lb down and 143 lb up at 18-11-4, and 123
lb down and 143 lb up at 20-11-4, and 240 lb down
and 269 lb up at 23-" 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 15-0-0, 88 lb down at 16-11-4. 88 lb down at 18-
11-4. and 88 lb down at 20-11.4, and 365 lb down and
119 lb up at 22-11-4 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 (plc Vert:
1-3=-60, 3-0=-60, 6-8=-60, 14-17=-20 Concentrated
Loads (lb) Vert:
3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-
123(F)21=-123(F) 22=-123(F) 23=-123(F) 24=-
123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=
70(F) 29=-70(F) 30=-70(F) 31 =-70(F) 32=-70(F) 33=-
70(F) ar, •
ll...pgm•. b•11110'.(Vulnorni I-M ku"rctim1", arr)dr10NR4trtn . "MVI•n•4 WA e, to lnnatprgpgddtA 1st^ 11" ar1 trawn L Aldn w. r„ ••.m avd ., I a ru,
o.a,lrturr Wbulll r,sl 4,M,Myl,pr(,t,tlunl4lnslM W yMa.em,cgm,Ibp,u larn,WOY.t t44•.04t'le"N r 1110.-loll h A a.l,Lur lar.,n ..M Anthony T. Tomta III, P.E. g
donlaqWyn.,rynd t6bdi 4m,&0.dtae p.a Mob" kp.,.4.nndr4rosib laJMYiahaa ml hgpUl M.1 W,a YIm, a1 r 1 trp.nW.rk ad rny WR/ S80083 rry,Jr ti
1rY1Yq..11ea. ua,,•,.•rlMrrpenal dn awr l rfnsr,.rNfllra•rq lnrlfUn,r.at•o.r, al nnr,r,r knt", last" hpww last 11-le ,..an 4451 St. Lude Blvd. ss.a, 11YIM t1••
aapMq.. h R a•a,/ IY ImMq, lip„ n 10I rld Mu • kN f.tM 1p•• Iq AaptbM.0 na YM • ml Fort Pierce, FL 74946 MPgb 01111 L I
lad hunt • Mdary I teal• 10, f f. lepalanua elrht Wrenn. a a1 hra is ptl,ltlel.tow M nieel frtttntiu ha Ad lad loan • An1ary I. Im1a It, F.I.
Job mss cuss ype y
XRSLGICL9 A02 Hip 2 I
A0090&16
Job Reference o tional
nun: ""ZU S A la 2UI t runt. e.120 a Aug 16 2017 MITek Industrwi, Inc. Fd Sep 29 13:45:22 2017 Pagel
1 9-0-0 15-0-0
ID:hA3xRN7k 1-0Y-0sOsevncl2zOBnp-y426 ST6eAcui3P6lm FOPU6_m54d9gooYzHAvyYmVB
2
1 8-0-0 6-0 0 5-" 9-0 0 TO
04 =
30= 4 4 =
bead Load ben.. 5f161n
US II 3.4 = Sin MT20HS= 30 =
3x6 11
LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 360 MT20 244/190
TCDL 10.0 Lumber OOL 1.25 BC 0.96 Vert(TL) 0.49 12-15 737 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(fL) 0.11 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.20 12-15 999 240 Weight: 129 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30 'Except'
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1-".
Right 2x4 SP No.3 1-"
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-3 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 uide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1.8)
8 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 74(LC 12)
Max Uplift
2 = 357(LC 8)
8 = 357(LC 9)
Max Grav
2 = 1260(LC 1)
8 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-950/0, 3-21=-2125/1139,
21-22=-2042/1152, 4-22=2030/1168,
4-23=-1992/1196,5-23=-1992/1196,
5-24=1992/1196,6-24=-1992/1196,
6-25=-2030/1168, 25-26=-2042/1152,
7-26=2125/1139, 7-8=-950/0
BOT CHORD
2-12=-90411872. 11-12=-1093/2204,
10-11=-109312204,8-10=-916/1872
WEBS
4-12=-92/469, 5-12=-404/271,
5- 1 0=-404/271, 6-10=-92/469
NOTES-
1) Unbalanced root 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) -1-" to 2.0-0. Interior(1) 2.0-0 to
9-0-0. Exterior(2) 9-0-0 to 25-2-15, Interior(1) 25-2-15
to 31-" 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) All plates are MT20 plates unless otherwise
indicated.
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 24)-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 Ib uplift at
joint(s) except 61=1b) 2=357, 8=357.
LOAD CASE(S)
Standard
tlpq•x.ara n.,.r•llroo lsu0rywrygnul!InrlwrcKmlertml aa utrnlrr. leprny K..r,ur.anmara e.Ingrrugtt r ra,rt ey,olr u rru ..a mr.ru.q
r1.a..r /M wlka/rr R.kM 4 b.tr.)rl rffi.ildttq.rlrir.gd'Pem.cq frpruar q at'rkr Ya fru*kntrplorl.q.deal haq av r rd arrt rry Anthony T. Tombo III, P.E. i-d1.1urlrYlE4Am4./rfm.ro..r Od*/.rYlylaM,.4ra/raCrl.Irldl ar.lull.dqrw//rM.1 W.a/Ylm d.Y a*.NY.dkt JiYrn J1/ 60083Yh/rq.b.o. U A4YM rIH.1rA t rn/rMy(rVa!IYs1Y111Yaa4o1.11G.e•aY.//011.14n4 drr.ltln/rYNlnp..l.o(ap 1pu.11m a.if..a 515t. Lode 9Md. fie.iuff I lfraq.l r..gd'fabdd Ik rnUop[.a1GIr IdIgMa^,. a.tfl9u lywfq My tlea@Yn nalrl inl fart PIMe. f( 34946
glli{60lIN MI IaI Imut • Atag L laMbl, rl. fepslda d6h dKme,i ur Ma h MO ad." 61 aiM ..itch bee A l rut lulus- A&M L Ink 11,rA.
Job I NSS I NSS Type Qry ply
A0090847
XRSLGICL9 A03 Hip 2 I
Job Reference o Uonal
Al I1001 1tUSSeS. [-On Pierre, 1-L 34V46, deS19n93 I UUSS.00111
4.4 =
1Wn:GAZUS A 10 LU1/
ID.hA3xRN kH8GY
4.8 =
bad Load Dan . 114 rn
4.611 3.8=
3.6=
U4= 4.611
11-0-0 19.0-0 30-0-0
1 1." A-O-(1 1 I-n-0
Plate Offsets (X,Y)- 12:Edge.0-MI, [5:0-2.4,0-2-81, [6:0-5-0,0-2-0I, 19:Edge,0-0-01
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.22 11-20 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.57 11-20 >628 240
BCLL 00 ' Rep Stress Incr YES WO 024 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2014frPI2007 Matrix -MS Wind(LL) 0.16 11-13 >999 240 Weight: 145 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T2: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 I-",
Right 2x4 SP No.3 1-"
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-5 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 6-10-15 oc bracing.
WEBS
1 Row at midpt 6-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min. 0-1-8)
9 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 89(LC 13)
Max Uplift
2 = 339(LC 12)
9 = 339(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1207/54, 3.22=-2239/1272,
4-22=-2220/1288,4-23=-1932/1079,
5-23=- 1876/1095, 5-24 =- 1739/1094,
24-25=- 1739/1094. 6-25=- 1739/1094,
6-26=- 1876/1095, 7-26 =- 1932/1079,
7-27=-2220/1288,8-27=-223911272,
8-9=-1208/54
BOTCHORD
2-13=-1063/2009, 12-13=48711739,
11-12=-787/1739,9-11=-1075/2009
WEBS
4-13=-322/319, 5-13=-40/417,
WEBS
4-13=-322/319, 5-13=-40/417,
6-11=-33/417,7-11=-322/318
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind ASCE 7-10; Vull=150mph (3-second gust)
Vasd=ll6mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ff;
Cat. II; Exp C; Encl., GCpl=O 18; MWFRS (envelope)
and C-C Exterior(2) -1-M to 2-M, Interior(1) 2.0-0 to
11-", Exterior(2) 11-" to 23-2-15, Intenor(1)
23-2-15 to 31.0-0 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 nonconcurrenl with any other live
loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except 01=lb) 2=339, 9=339.
LOAD CASE(S)
Standard
0stq•II.YO.gYin.r.r'r110unity(x11inar•Iiti-lnhtmKintat0Ot1nt)n000xrAwr. i.*"i.Ca,.w w O..6,t-bwr.gM dbU"i ir4ai( Ili... laid.... Yha.M.mCal .NIO.y Ino..r
Nrul4Nrrl10r4.O/ 4.hntlaq lgay.,ltu l4ty/rr..1110 pruM.mgs.IrpdaW.psigiaAMY!rr kgt4ruf iaigWarlMrh.aallli hYfr au7l.. rlga e.t r014 Anthony T. Tombo III, PE. wi IN,
I., No, min ik .IM1dr0.m,rOndlM.alq..rMIg1eM.,.r"adrOL&K.WNbNMl4ahWM1 r/Mrgq gyMrrm. 0&1-r Wofta..0eanni .""laboy.W14 180081 r4yrv/.rlrar umuw.
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Job russ I ruse Type y
A0090848
xRSLGICL9 A04 Hip 2 1
Job Reference a tional
Fusses, Fort Fiance, FL 34946. design@alwss.com Hun: 8.120 a Aug 15 2017 Pmtt. 5.120 s Aug 16 2017 MTek Industries, Inc. Fri Sep 29 13:45:24 2017 Page 1IO:hA3xRN7k 8GY sOsevncy2zOBnp-uNhtPnikeFOK70ZVOBIISgZN5ZnM5315GsSOEnyYa.%
f1-0-0 6-513 13-0-0 17-0-0 236-3 30-0-0 31-0-0
1-0-0' 6 5 13 6.6-3 ' 4.0 6.6.3 6-5-13 1
4a8 11
4.6 11 Dead Load Oe6 • 114 in
49611 3 4 = 3.8 MT20HS= 3.4 =
4a6 II
10.6-8 19.5.8 30-0-0
10.E-8 a-11-1 1na.a
Plate Offsets (X,Y)- 2:0-3-15.0.0-41,15:0-3-1,Edael.16:0.3.1.Edge1,19:0-3-15,0-041
LOADING(pso SPACING- 2-" CS1. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 1.00 Vert(LL) 0.45 13-16 799 360 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(rL) 0.69 11-13 521 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Ina YES WB 0.25 Horz(rL) 0.12 9 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix -MS Wind(LL) 0.31 13 999 240 Weight: 133 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 20 SP No.3
SLIDER
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-"
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORO
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 uide.
REACTIONS. (lb/size)
2 = 1260/0-3-8 (min.0-1-8)
9 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 104(LC 13)
Max Uplift
2 = 358(LC 12)
9 = 358(LC 13)
Max Grav
2 = 1260(LC 1)
9 = 1260(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1078/140, 3-22=2249/1232.
4-22=-2230/1251,4-23=-1926/1054,
5-23=1846/1071.5-6=-1532/1010,
6.24=-1846/1071,7-24=1926/1054.
7-25=-2230/1251, 8-25=2249/1232,
8-9=-1078/140
BOTCHORD
2-13=-1032/2017.13-26=-656/1532,
12-26=-656/1532, 12-27=-656/1532,
11-27=-056/1532, 9-11 =1 043/2017
WEBS
4-13=-465/414,5-13=-128/498,
6-11=1281498. 7-11=-465/414 NOTES- 1)
Unbalanced
roof live loads have been considered for this
design. 2) Wind:
ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph;
TCDL=S.Opsf, BCOL=S Opsf: h=25ft: Cat. II;
Exp C: Encl.. GCpi=0.18: MWFRS (envelope) and C-
C Exterior(2) -1-0-0 to 2-M. Interior(1) 2-0-0 to 13-0-
0. Exterior(2) 13-" to 17-", Interior(1) 21-2-15 to 31-
0-0 zone; cantilever left and right exposed : end vertical left
exposed;C-C for members and forces a MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=
1.60 3) Provide
adequate drainage to prevent water ponding. 4)
All
plates are MT20 plates unless otherwise indicated. 5)
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 20.0psf
on the bottom chord in all areas where a rectangle 3-
6-0 tall by 2-" wide will fit between the bottom chord
and any other members, with BCDL = I O.
Opsf. 8) Provide
mechanical connection (by others) of truss to bearing
plate capable of withstanding 100 lb uplift at joint(s)
except (jt=lb) 2=358, 9=358. LOAD CASE(
S) Standard ta•.
t•
a•
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ket lid bat" bp•Oi.h30 bpFAft Mdeq fMrpnafteCM 41bialn r.rnilnvnrrtrwemp4roM bnF apsor•al.R..ro MI Anthony T. Tofnbo III, P.E. ara4b GubqMalnYnyaFMtlrkna,r e.art•e•aa F••In kreglFy,•4 a•M/YKYlaaYkdl•YFtaa •111F1 6ggn4/hlMrgYY.a 4r bnr•aaya•aq a•q.•aa`•itnutFleMeFnyne/h4 f 80083 r hryMat.•
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Job I russ I russ I ype ury y
A00906,9
XRSLGICL9 A05 Common 5 1
Job Reference (optional)
Al Roof Trusses. Fan Pierre, FL 34W. design®attruss rum Run 6 120 s Aug 16 2017 Print, 8.120 It Aug 16 2017 MITek Industries. Inc Fn Sep 29 13.45.24 2017 Page 1
ID :hA3xRN7kH8GY_sOsevncy2zOBnp-uNhtPnike FOK70ZVOB IjSgZRGZnF5085GsSOEnyYm V 9
11-0-0 8-0-0 1 15-0-0 + 22-0.1 _ 30-0-0 31-0-0
0 8-0-0 7-0-1 7-0-1 8-0-0 o u
6 =
5.00 12 Oead Lead Den a 316 ,n
3R4 = 3.6 MT20Hs= 3.4 = AN6 11
s u
LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/deft L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) 0.43 12-14 841 360
TCDL 100 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.80 12-14 451 240
BCLL 0.0 ' Rep Stress Inc, YES WB 0.39 Horz(TL) 0.10 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.14 12-14 999 240
LUMBER -
TOP CHORD 2x4 SP No 2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1.6-0,
Right 2x4 SP No.3 1 6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 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 = 1260/0-3-8 (min. 0-1-8)
10 = 1260/0-3-8 (min. 0-1-8)
Max Horz
2 = 118(LC 17)
Max Uplift
2 = 374(LC 12)
10 = 374(LC 13)
Max Grav
2 = 1260(LC 1)
10 = 1260(LC 1)
FORCES. (lb)
Max Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-944/36, 3-23=-2207/1052,
4-23=-2068/1077,4-5=-1996/1029,
5-24=-1909/1041. 6-24=-1902/1054.
6-25=-1902/1054,7-25=-1909/1041,
7-8=-1996/1029, 8-26=-2068/1077,
9-26=-2207/1052,9-10=-944/36
BOTCHORD
2-14=-837/1966, 14-27=-486/1363,
13-27=486/1363.13-28=-48611363,
12-28=486/1363,10-12=-858/1966
WEBS
6-12=-292f701, 8-12=-425/390,
6-14=492f701, 4-14=-425/390
NOTES-
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;
Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-" to 2.0-0. Interior(1) 2-0-0 to
15.0-0, Exterior(2) 15-0-0 to 18-" 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) All plates are MT20 plates unless otherwise
indicated.
4) Plate(s) at joint(s) 5, 6, 7, 2, 2, 12. 8, 14, 4, 10 and
10 checked for a plus or minus 0 degree rotation
about its center.
5) Plate(s) atjoint(s) 13 checked for a plus or minus 5
degree rotation about its center.
6) This truss has been designed for a 10.0 psi bottom
chord live load nonconcurrenl 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, with BCDL =
10.Opsf.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except 61=1b) 2=374, 10=374.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 137 lb FT = 0%.
ti Iln.aa.wpgmr. t'1 I to fill iVulP AI'ta Inn 1,14W1t14 tIWdt1A!ntl1oa111rdi6rt. Rehupp.ete..l-i-, a, Inn h.p1m.milIM.111. bbw I.Ido tt( YY¢.Show. w. Wu dn... mi.% nt.h
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I ..cirri tm. h q Wgnrmp"dh lwn,t0..n'..d.nl.pd. thdYlhup.,.t.d,a/tKttl atlth.daalti.e.a0u hgpnddt lY.awhll.udYlm..algYdq lrq..Ohr.1 h.7.dhtnywWall 180083
r htl hop..atsu. u.n..e.I.tlartpan at pr,r.dtheyrq.rtnn r splt puhuhtnrtu..,rsnl. prd p.. 161 di.YnynWt..11Mdl hnlhp.,Lrohup 1pna.r inn eahf.a.Nm 4451 St Lucie Blvd
A...M.dhafewAM q...mlq 1..II b.h.l In 4n.top(.p..n1/1Y Wr,hutw..hNkml.ta..dq Wlp L.q.t.l.u..n/e.I. TI Fort Pierce, FL 34946
gpiMO Hit A 14d hnut•M6wl L hda10,r1. Etpdtaiw of hil flume. is on two. it palilim.awthe odh. F"Giniub" A l lad h.att AtMryl.laalAa ll, h.(.
Job I russ I runs Type Ury
XRSLGICL9 A06 Root Special Girder 1 Fly 1
A0090650
Job Reference o tional
r[un: e. uu s ^uB is 2lJ 1 r YMi. a 120 s Ia 2017 Mi lex industries, Inc. Fn SeP 29 13.45:25 2017 Pape 1
IO:hA3xRN7kH8GY_sOsevneV2zOBnp- aFFe7kMPZYBIAShzvpye26XOz71gMIEUWCymEyYmVB
1-0 6-5 8 10 8-0 140-0 18-6-4 23-0-0 25 2-15 30-0-0 1
1 6-5-8 4-2-9 3$-0 4-2.4 4-5-12 2-2-15 4-9-1 1
4.4 = Dead loud Dell. • 7116 in
5.811 US = 5.10 MT20HS= 3.6 = 6.6 = 4.10 =
1041-0 1 "-4 23-0-0 30-0-0
10-"10+ 7-1 D-4 i
a LI9 + 7J Ji 1
Plate Offsets (X,Y)- 12:0-4-3,Edgel,18:0-5-12,0-2-81,110:0-".0-0-101.112:0-3-0.0-441
LOAOING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ven(LL) 0.33 12-13 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Ven(TL) 0.80 12-13 450 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WS 0.84 Horz(TL) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2014frPI2007 Matrix -MS Wind(LL) 0.38 12-13 945 240 Weight: 159 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
T1: 2x4 SP M 30, T4: 2x4 SP M 31
BOT CHORD 2x4 SP M 30 'Except'
B2: 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 I-"
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-8-0 oc bracing.
WEBS
1 Row at midpt 6-15
M!Tek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1835/0-3-8 (min. 0-2-3)
10 = 2787/0-3-8 (min. 0-2-5)
Max Harz
2 = 86(LC 27)
Max Uplift
2 =-557(LC 8)
10 =-984(LC 9)
Max Grav
2 = 1835(LC 1)
10 = 2787(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1337117,3-4=-3512/1084,
4-5=-3282/1066,5-6=-3284/1058,
6-7=-5978/2086, 7-8=-5978/2086,
8-9=-5820/2076, 9-10=5894/2095
BOTCHORD
2-15=970/3156, 14-15=-163315243,
13-14=-1632/5244, 13-23=1805/5440.
12-23=-180515440,10-12=-1838/5332
WEBS
4-15=-235/303, 5-15=-675/2207,
6-15=-3010/1147,6-13=-464/1046,
WEBS
4-15=235/303,5-15=-675/2207,
6-15=-3010/1147, 6-13=-464/1046,
7-13=-273/194,8-13=-350/689,
8-12=409/1381
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) 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
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
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 nonooncurrent 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-" tall by 24)-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 2=557, 10=984.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 290
lb down and 269 lb up at 23-0-0 on top chord, and
1544 lb down and 543 lb up at 214-12, and 365lb
down and 119 lb up at 22-11-4 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 (pin
Standard
Vert: 1-5=-60, 5-0=-60, 6-8=-60, 8-11=-60,
16-20=-20
Concentrated Loads (lb)
Vert: 8=-193(8) 12=365(8) 23=-1544(8)
ti..7•a••rwlynn r'1NOIO110(VWI i)rW1!IIII[Da1Ca1and1111trja0lnlirtrr• r/iry Psr„r,r,.n4m r,yonglinrr1dr11.i R11.erMunlena Wa••u•mi.rnla
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rl+rtrvi.alrar. u.ruw•r!urrpandpr drwgt slualrsimlrurlh!nrtrin,s.nr'.dr+a m!rnrni.rsr nldrenr p.,tanrlptq,..lin!b.rr•,m1 1a067
a.nulsiyltrra•.ly.•.nwhai.n•.n l ialnrupt.nrOtrw•ru'.,•u,uhr.i pwdwwy uai•rw.annlrr•m1 4451 St. Wde Blvd.
Fart Pierce, fl 11946
gpidrOMlffllydlnuH•fIMryLIWrN,II. tepMrilird0ilM•ona,orgbra ilrtllaelrrb•aMnmt•Pniltirrhlr111rltmut•frMgl.lads m,It.
Job I fuss rUss y
A0090e51
XRSLGICL9 801 H1pGirdartype t t
Job Reference (optional)
Al KOOT trusses, ran rienXI, M .1a:rao, Yesipr.®a1 Run:a..LYZi A Y-
sQs
nt.O..
O
N.O
AtcIO:hA3xRN7k 8GY sOsevncv2zOBnn•amodaTl Att
Oead Load oell a 3116 In
a - „ site 11
LOADING(pso SPACING- 2-" CSI. DEFL. in (loc) Well Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.15 11-12 999 360
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Ven(TL) 0.36 11-12 703 240
BCLL 00 ' Rep Stress Incr NO WB 0.30 Horz(TL) 0.12 8 n/a n/a
BCOL 10.0 Code FBC20141TPI2007 Matrix -MS Wind(LL) 0.18 10-11 999 240
LUMBER -
TOP CHORD 2x4 SP M 31 'Except'
T2: 2x4 SP N0.2
GOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 1.6-0,
Right 2x4 SP No 3 1-0-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-7-10 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-3-15 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 1822/0-3-8 (min. 0-1-8)
8 1822/0-3-8 (min.0-1.8)
Max Horz
2 59(LC 8)
Max Uplift
2 672(LC 8)
8 672(LC 9)
Max Grav
2 1822(LC 1)
8 1822(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-1265/311, 3-4=-3479/1288,
4-21=-3655/1409, 5-21=-3655/1409,
5-22=-3655/1409,6-22=-3655/1409,
6-7=-3479/1288, 7-8=-1265/312
BOTCHORD
2-12=-1130/3123,12-23=-1130/3140.
11-23=-1130/3140, 11-24=-1089/3140.
10-24=-1089/3140,8-10=-1090/3123
WEBS
4-12=-1/513,4-11=-295f787,
5-11=-621/417, 6-11=-2957787,
6-10=-1/513
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=150mph (3-second gust)
Vasd=116mph; TCOL=5.Opsf: 13COL=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-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=672, 8=672.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 258
lb down and 280 lb up at 7-0-0, 141 lb down and 154
lb up at 9-0-12, 141 lb down and 154 lb up at 10-8-0,
and 141 lb down and 154 lb up at 12-3-4, and 258 lb
down and 280 lb up at 14 4 0 on top chord, and 372
lb down and 116 lb up at 7-0-0, 100 lb down at 9-0-12
100 lb down at 10-8-0, and 100 lb down at 12-34.
and 372 lb down and 116 lb up at 14-34 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 (8).
LOAD CASE(S)
Standard
1) Dead F Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1.4=-60, 4-6=-60, 6-9=-60, 13-17=-20
Concentrated Loads (lb)
Vert:4=-211(B)6=-211(B)12=-372(8)11=-77(G)
5=-141(8)10=-372(B)21=-141(8)22=-141(B)
23=-77(8)24=-77(B)
PLATES GRIP
MT20 2441190
Weight: 100 Ib FT = O%
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LYd!3404
Fort74?{ Pierce, FL 6 ypidi
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Job I fuss I russ Iype y
XR5LG1CL9 802 Hip 1 t
A0090652
Job Reference (optional)
asvii%sa • • N com nun: 8.1 to s n la 401 r rmnl• a., s 16 2017 MOW Industries, Inc. Fri Sep 29 13:45:27 2017 Pape 1
10:hA3xRN kH8GY_sQsevnc 2z0 np-JyN7lomcxAov_T145JsC)gByvnpzlQPXygh2r6yYmV61-0-06-5.7 21 10-8-0 12-4-0 14-10-9 21-4-0 1.
0.0 6 5-7 2-6 8 1-8-0 1-8-0 2.6.8 6-5.8 30 =
1.
5e4 If 3.4 = bead land ben. Sr16 in 34
11 S.6 = 34
II LOADING(
psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL
20.0 Plate Grip OOL 1.25 TC 0.70 Vert(LL) 0.19 11-14 999 360 MT20 244/190 TCDL
10.0 Lumber OOL 1.25 BC 0.98 Vert(TL) 0.51 11-14 506 240 BCLL
0.0 - Rep Stress Ina YES WB 0.20 HOrz(TL) 0.03 2 n/a n/a BCOL
10.0 Code FBC2014/TPI2007 Matrix -MS Wind(LL) 0.09 11-14 999 240 Weight: 93 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 I-", Right
2x4 SP No.3 1.6-0 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-2-2 oc puriins.
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 uide. REACTIONS. (
lb/size) 10 =
852/Mechanical 2 =
915/0-3-8 (min. 0-1-8) Max
Horz 2 =
83(LC 12) Max
Uplift 10 =
231(LC 13) 2 =
261(LC 12) Max
Grav 10 =
852(LC 1) 2 =
915(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-908/0, 3-20=-1415/849, 20-
21=-1355/860,4-21=-1333/869, 4-
5=-1171015, 5-6=1059/695, 6-
7=-1059/695, 7-8-1171/723, 8-
22=-1337/858, 22-23=1361/850, 9-
23=-1419/839, 9-10=942/63 BOT
CHORD 2-
11=-71211251, 10-11=-692/1256 WEBS
6-
11=199/522. 4-11=-267/303, 8-
11=-273/307 NOTES-
1)
Unbalanced roof live loads have been considered for this
design. 2)
Wind: ASCE 7-10: Vull=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf. 13CDL=5.Opsf; h=25ft; Cat.
II; Exp C; End.. GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) -1-" to 2-". Interior(1) 2-" to 9-
0-0. Exterior(2) 9-0-0 to 12-4-0, Interior(1) 16-Cr15 to 21-
4-0 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)
Refer to girder(s) for truss to truss connections. 8)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joinl(
s) except at --lb) 10=231. 2=261. LOAD
CASE(S) Standard
11tmt/
rym..r•410I ONOi40Vi Qr01l0a6t1osinemwf". 9011u9rM•r %*601, Mudw-al.look ti etr-
Mtrnsrr.wrrnl.n.ra.4n,lna4.Ma4 Ar e..rIN, nr,.wrnrrsblMdOl.gnvosrlrr y,.r.q r for r01.0,r.6u.lr aun.ni.rlmnwuq AndwyT.Tombolt(,P.E. rm4bimrgYY nr.4.t4rOs,redtWl+...rrYr,q...r,rm4rr.rRrr!/1/e uurlRl h N•4/rlfrgrYa4r4.t.trluit.oq.,.srrrrglYYr.ry.IWi/ I 80083rrrrlryrrl..r. Il... u..rgrr/m.r.rnlr h • w •
rlh4rin.ra rru risoo.rwirmrp tud„ipinrw.e.r..lr.r po alunrno.sr..run.rsm H.,satq tgmsrl.n r.ri....r. r... M.l .frier r . ry.eq..nnlrursrayr.. u.oha.rr..4.r rmn aa.ulrawaaad ou St. lgpgMOt11111frlhrlurArdulLle L
tq ILrep/rdia doi.Mq.al4s,np4lGdLnui0nll.i,/1 fortPlace,FL 3494 6
4.4 =
Dead Load DO = 114 to
3.6 11
5.e = 3411
LOADING(ps, SPACING- 2-0-0 CSI. DEFL. in (loc) 1/de8 L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.17 9-12 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.45 9-12 570 240
BCLL 0.0 ' Rep Stress Incr YES WS 0.23 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Wind(LL) 0.06 9-12 999 240 Weight: 94 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,
Right 2x4 SP No 3 1 6-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-7-11 cc
pudrns.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 cc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide
REACTIONS. (lb/size)
8 = 852/Mechanical
2 = 915/0-3-8 (min.0-1-8)
Max Horz
2 = 95(LC 16)
Max Uplift
8 = 245(LC 13)
2 = 274(LC 12)
Max Grav
8 = 852(LC 1)
2 = 915(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
TOP CHORD
2-3=-923/0, 3-18=-1436f748,
4-18=-1381/767,4-19=-1130/600,
5-19=-1073/615, 5-20=-1073/629,
6-20=-1131/614, 6-21=-1386/784,
7-21=-1440f771, 7-8=-954/65
BOTCHORD
2-9=-613/1274, 8-9=-607/1280
WEBS
5-9=-258/606, 6-9=-376/327,
4-9=-369/323
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10, Vult=150mph (3-second gust)
Vasd=116mph: TCDL=S.Opsf; BCDL=S Opsf; h=25ft;
Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2.0-0, Interior(1) 2-0-0 to
10-8-0. Exterior(2) 10-8-0 to 13-8-0 zone: cantilever
left and right exposed ; end vertical left exposed,C-C
for members and forces 6 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) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 8=245, 2=274.
LOAD CASE(S)
Standard
1bmar.trim..r•terntnel6(tw!rramu,."&Qo,."tnILWragritta3r.4"be i.ea a,a,. rr .lee.nteera.lnl rrr.rl Isarl ema,fraim.0 erue..ame.tim,.q
ruu.r/maee4oArrIM.Mw1ll:tlnselPerep..frdyfip tst,A.gUlq,e.ug4nJrrtrar.pngny.tlrrreup.r ytMu4ed.rlfrr,.amr aeym.w..trgr..rwlM AnOmy1.TomboIII, P.E. r.
ri.r.,r.iryor r sgere.r.ro..r,.r.P..r/ee}...r.ee ru.r rrrrrt.grrruilrtr.rdrlllrgtrudrin,6%6%%W*a.r..rr.r..,rrr,r"Swd i8W3 reeeyaer.
rir.n 11a,ore•r01.11.P rnriran/rrlyrMer,co 4451 St Wde Blvd. ele.m
lrrlhttregotyo•.rrleernttor+a iM M,e,gWrr.glrweylrsq.n lnsfpelpa q reyu rnnaeal.YN fort Pletce, Ft. 34946 a 14g1qh01116AlIWLnus-
Amufl Iuslem,f.L 1epM.mudOil lwem.i.gWaeFlk"d-MM6-Waefa.itwwhaAIIWIntxs•Assufl.Ittle0,1L
Job I rus3 truss I yp8 of y P17—
XRSLGICL9 CJ1 Comer Jack 10 1
Job Reference (optional)
ww, u+ , uaarynEya uuas.wm Run. O.1LY S lU ZUl r YMt: U.1 Zu 8 A/lo lU ZOl r MI t ek 1ndUSUM, Ine. Fn se P 29 13:45.29 2017 P.apa 1
IO.hA3xRN7kH8G sasevncy2zOBnp FLUmSUnsTo2dEnSSCkuuouGQoaIQmNPgP7A9v?yYmV4
to-o o-t1-1i
3x6 II
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 240
BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 Ib 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. pb/size)
5 = 150/0-3-8 (min. 0-1-8)
3 = 10/Mechanical
4 = 5/Mechanical
Max Horz
5 = 37(LC 9)
Max Uplift
5 = 88(LC 8)
3 = 10(LC 1)
4 = 5(LC 1)
Max Grav
5 = 150(LC 1)
3 = 12(LC 8)
4 = 11(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp C; Enct., 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.
LOAD CASE(S)
Standard
tic•ttittr ym.. r't t rtq ItI40(11Wf)000 tttn 1 t[atrnttttlh(latf]ur4rurtnlr. tnptry ttttstrtr..t.M 4tn rtM u ptalrr rtr, t tt ttr,ll trr.n atttst ti YnttM.ti, tt.1.4 t.i
rtntttttsptntr.ttrrrm.rttu A. Ornib*t9Wl+.*-*hP+lrUs.01t0R.=.nW.drP*ur.WgMWart0rMpdb.#4mymartt•d..eeoil hrgw*.%Wq arnrnq Anthony T. Tombo Ill, P.E.
I r.r rtt lwe.r A.dt.raiqW. r Yrtry.,S%r ditClog WIN td 1yah mi Mt O.x rplr w.u r U.nayYilaq..oArrYy rerrayW p 1 3W. am"ouiydrratrsrtT..ttru. utm r•rat rt.ttrrerttlrtrytar rwttrsAgrurtgataaunnrrstrte+t+t au.rnrmt.rrtrrrt rYntr.p..t.nr,4t.raumrsn.aa 4451 St. Lude Blvd. trtnttr.ryttr*dq...gdt¢rt tnM1tr trtnnr0 ttrt.litrldgtr rt,.trntlprtt'n 4.l ttre a.ptrttnsn.w.itt
Fort Pierce, fL 34946
qr*01114114d1mxry1. t•AA.IWNl,rL4pd.madoisr's tme,atMaitpeb& W ii"lrtnrt.ltnitfiMtrNAIrmm.A&ryLIW.OLFl.
O Truss fuss ypeEly Aao9oess
xR5LG1CL9 CJtA Comer Jack 6 1
Job Reference (optional)
Al Root Trusses, Iron Fierce, FL 349415, aes,Qn(aa twss cam Run: a, 20 s Augg 16 2017 Print: 8 120 s Aug 16 2017 M,Tek Industries, Inc Fri Sep 29 13.45:29 2017 Page 1
I D:hA3xRN 7kH8GY_sasevncy2zOBnp-FLUmSUnsTo2dEnSSCkuuouGRrajYmNPgP7A9v?yYmV4
1-0-0 0.11.11
1-0-0 0.11-11
2.4 =
0.11-11
0-11-11 LOADING(
psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/deb Ud 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 Ven(TL) 0.00 5 999 180 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL
10.0 Code FBC2014/rP12007 Matrix -MP Weight: 5 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No 2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 0-11-11 oc purlins.
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 auide. 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-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCOL=S.Opsf; 13CDL=5.Opsf; h=25f ; 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 gnp OOL=1.60 2)
Plates checked for a plus or minus 0 degree rotation about
Its center. 3)
This truss has been designed for a 10.0 psf bottom chord
live load nonconcurrent with any other live loads. 4)'
This truss has been designed for a live load of 20.
Opsf on the bottom chord in all areas where a rectangle
3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 5)
Refer to girder(s) for truss to truss connections. 6)
Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at joint(
s) 3, 2, 4. LOAD
CASE(S) Standard
rtu...
pqm..WIItIQI..r(blo—VI nd...a1l,ades—a1d...In..Ir alt okt"
rk wblkmok.liAnthony T. Tombo 111, P E I r.ask.
t.a gl rtnr,ar.wn rl.n.ti0.w',.r;.add..rkryky...w,rn aKasarsrrrur,tirtrrl the gr.+elftIU d gw—Ilk1,.aykkdgWIp..aas.arl,".akrayawerd J 80083 rr.rlkq..rt...
t. u.s„er.rurrrm r r.srr k.Iw rsnWnrrrkmrwn,a.rp.lre. Nler,ray.rr,.Iu,rla,rp..I.alaptq.e.Inalo+u.a..rn 4451 St Lucie Blvd. I..,aYa1M r
t...7.rq.. aaq M re.,.aW Ik trm kq. (y.. s Y.Ifa kly k.'... k., Mse l.lw /q I.10' Yarr,@Y su a nUM.IM Fort Pierce, FL 34446 NPyk0111{411WImsn A.
6n1I.IIaNIO,ff tep.Imlaalditl.wa,urNManpr144e1.a4uMask.lr,aissiuh.a4114Whelsn-"1)1.I4a16I1,1L
Job I fuss Truss ype y
xRSLGtCL9 Comer Jack I t
A0090858
Job Reference(optional)
u"iQA%ga ...ass aaa„ nun. a. uu s A to Zuv amnc a.l N e to ZOl 71w tax Industries, Inc. Fn Sep 29 13:45:30 2017 Page 1
ID:hA3xRN H8GY st]sevnrylz npyX28ggoVE5AUrx0fmSP7L5pcg_3cVgfzerwjSRyYmV3
1-0-0 1.5-11
1-0-0 1-5-11 i
2x4 =
LOAOING(psf) SPACING- 2-" CSI. OEFL. in loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a
SCOL 10.0 Code FBC2014frPI2007 Matrix -MP Weight: 6 lb FT = 0%
LUMBER -
TOP CHORD 20 SP No.2
SOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-5-11 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 25/Mechanical
4 = 13/Mechanical
2 = 139/0-3-8 (min. 0-1-8)
Max Horz
2 = 47(LC 8)
Max Uplift
3 = 17(LC 9)
4 = 16(LC 9)
2 = 125(LC 8)
Max Grav
3 = 25(LC 1)
4 = 21(LC 3)
2 = 139(LC 1)
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; TCOL=5.Opsf; BCOL=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; porch left
exposed:C-C for members and forces 3 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=125.
LOAD CASE(S)
Standard
ae.q•eaa r.a}rymn r'a r ma iOifa(YUIrjaCW ¢ma fUalCrtmllaibllrjxOONiallrra re.a r=r.rn.rr.. w rnr,afl.y rr lmy t tarRu arm tsar. wr Mn a.m mlar R•0
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umu.rulrrr nrn.rn4rrr tq.rlgro(wNrrthtnrWnroasir ''r.rarrny.
yg4 88=3 prrr. at.anrny.rr.rrnZramrnp..tant.ptgertm/mn,ro 4451 St. Wde&W. a.nufrrhrt.e re.a.hritadrr.a,t tranrunr.satrtrtiaut.,.a.us!vathw4.!rry tlopeu.nnnru.tnl (aprjlt0Nit AIbdlmu/•
ImkgI.la%tL11.bpabaei W 11414100014up IsM is pnkWtl.iwtMaulr raahtiMbwAIldhnut•10utIWWI,11. FortPlace, FL 34946
Job I rus5 I fuss Type Uty y
A0090857
XR5LG1CL9 CJ3 Comer Jack 10 t
Job Reference (optional)
A 1 Roof Trusses, Fort Pierre, FL 34946, design®a 1 truss com Run: 6 120 s Aug 16 2017 Print. 8.120 s Aug 16 2017 MiTek Industries, Inc. Fn Sep 29 13.45.31 2017 Page 1
I D:hA3xRN7kH8GY_sOsevncy2zOBnp-BkcWtAp77Pl LT5brK9wMuJM ITOOZEHv71R(G_tyYmV2
1-0-0 2-11-11
1-0 0 2-11-11
2-11-11
2-11-11
LOADING(psf) SPACING- 2-" CSI. OEFL. in loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 022 Vert(LL) 000 4-5 999 360 MT20 244/190 TCDL
10 0 Lumber OOL 1.25 BC 0.11 Ven(TL) 0.01 4-5 999 240 BCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL
10.0 Code FBC2014/TP12007 Matnx-MR Wind(LL) 0.00 4-5 999 240 Weight, 11 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 2-11-11 oc pudins,
except end vertirals. 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 =
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=-166/256 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat.
II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and
C-C Extenor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 2-
10-15 zone; cantilever left and right exposed ; end vertical
left exposed;C-C for members and forces 3 MWFRS
for reactions shown; Lumber OOL=1.60 plate gnp
OOL=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
3-6-0tall by 2-" 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
a.
q.il a....pqm..r rlmalwarywrarmeinfuuecemlralvc unaalcal.rr. xm.i.a;.n r,rr,.aim,r,*w.Pgrragl l.rRet.rrn<,t.ni. rrna.n,aai.rur, able —
will, fM.rrrRaMntl hebat" hpne(u.*a%h ow'disraglMspmnesec sen4rpGsrre'ngmiwrmrtrsrearofhml"arUs".aeeall hrgeuseps,tregaeras.raft' AnthonyT. Tombo 111, P.E. I r.
v MlnlralhYshrmptYlarrm.r0.a,'I arAAelaarYlYI Y}...ra n/rKredr WMllgaYrlM rR d/r 1prgWN/r G.a""Ismslr*.aldirkaq adarn Wy/ 18 3 Items r
keyrsTeeeWafseraIt 8lrr leor dpsrnel ft Win leWrlM tleee."P"11. lerin n,rr•er s alratrnyarislrart rkmrip.,I.nhwigae.rum.u...a a 4451 St. Lude Blvd. AnaN atNMslrelsedgaaagqdfsrs
asAsl Ia trm re Igs.narlr Wghaps.a hsu f.rr hpmalq lsMq 111"Niannnieaietal Fart Pierce, FL 74946 gpirMO 1114
A I rod llnus• k6oi, L hate B, If. tegWento dills re(sam. is aq Ma. it palsl4ersnnaa M aide rasissia ha l l lad flutes- leMq l lieu N, P.1.
Job I fuss fuss lype Uty ply
xR5LG1CL9 CJ4 Comer Jack 4 1 1
A0090856
oJobReferenceoptional)
W Uss w.n nun. a itu S w to Nl 11'rlrll: e.ILU 8 /ltla le 2U7 / MI lek IrleusVleS, Inc Fri Sep 29 13:46:32 2077 Pagal ID.
IW3xRN7kH8 Y sQsevncy2zOBnpfwAu4WplmjQCSEAlutRbOWuwDoizzk9G550pWKyYmV1 i
3.5-11 3-
5.11 2x4 =
3-
2-7 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 Veri(LL) 0.03 4-7 999 240 MT20 244/190 TCDL
10.0 Lumber OOL 1.25 BC 0.22 Vert(TL) -0.02 4-7 999 240 SCLL
0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL
10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 12 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 3-5-11 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 uide. REACTIONS. (
lb/size) 3 =
83/Mechanical 4 =
44/Mechanical 2 =
205/0-3-8 (min.0-1-8) Max
Horz 2 =
79(LC 8) Max
Uplift 3 =
62(LC 8) 4 =
42(LC 8) 2 =
166(LC 8) Max
Grav 3 =
83(LC 1) 4 =
60(LC 3) 2 =
205(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCOL=S.Opsf: h=25ft; Cat.
II: Exp C; End., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) -1-0-0 to 2-". Interior(1) 2-" to 3-
4-15 zone; cantilever left and right exposed; end vertical
left exposed; porch left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
OOL=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=166. LOAD
CASE(S) Standard
w.
t•i1..r.My...r•ttraamutsrylw•larmwumueeamta.tvltryraaaltctrr. ke n..tr r.r.rruMrra.w.q rrls i t.rarLermty l.o uu..mar.rt.q gters
ptWYnrrrtO.Y,r 41Yntlo*I ePI.1 Iry rd.glllrpeue.cgrt/rr u Iq},wwgreltaYlrrYsl/ru hnlYpiarlA.p..ds 011 hkyat+rRi gm/ri r lY1 Anthony T. Tombo III, P.E. Ir..rlrnrgnrinr.q.erl4rls.rr.rrr.kaw.rrrlto*...r.r14r¢rr<rrrri.iy rmtr4rtar.lw..rt.n rorr,
rlrrrtr.r, umur.rt rr rrrsn rwnu mvakr...lkf mhlnrfrin,rser 'iO°"
r aji1°rr,.rrp 0 tt0087 Pe11PrAirs,rny.rr,rrr4rlur..um a,puq,.rinnaaa.,t, 44515t. Lucie 8tW. Asnurlly1trar,r. • nq h It.w.aH h hnrop4l.. a rotr Wrulrup,. Antttm lryM rlq My YgWM.a n n W. ml gpyk0101f1•
IlulGntn l.Mryl.laLlO,fi.leprdwiisrldit/wad,h.glam. IsFINA l.illimfo tgN.iui.hw11lad Grtut-U6MLIW.0,1.1. Fort Piece, FL
34946
Job I russ Tniss Type Uty Ply
A0090859
XRSLGICL9 CJS Comer Jack 10 1
Job Reference (optional)
Al Roof Trusses. Fan Pierce. FL 34946. design@altniss.com Run: 6 120 s Aug16 2017 Print. 8.420 s Aug 16 2017 IATek Industries. Inc. Fri Sep 29 13.45:32 2017 Pa 1
ID:hA3xRN7kH8GY sasevnc3RzOBnp-fwAWWplmiOCSEAtuIRbOWurkogfzk9G55OpWKyymV1
1-0-0 4-11-11
1-0-0 4-11-11
06 11
4-11-11
4-11-11
Plate Offsets (X,Y)— 2:0-0-12,0-1-121, [5:0-0-0,0-1-121
LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) 002 4-5 999 360 MT20 2441190 TCDL
10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.07 4-5 846 240 BCLL
00 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL
10.0 Code FBC2014/TP12007 Matrix -MR Wind(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 0% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No-3 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-11-11 oc 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 =
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=-228/312 NOTES-
1)
Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=
116mph; TCDL=S.Opsf; BCDL=S.Opsf, h=25ft; Cat.
11; Exp C; End., GCpi=0.18; MWFRS (envelope) and
C-C Exterior(2) -1-" to 2-". Interior(1) 2-0-0 to 4-
10-15 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 noncencurrent 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 [all 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
a..
pq m.. r•a I t40 inuttryue ;acui i!ut uwtuRmta!!teriryueWniiwurr. 4in.y i•errr.da.. w im.tiphr.gpa9rr u>tq i is a,rl 4a.ri 1rn4a... rn r.,. m4. a. to e Wna
ptW4 W4MnookAl Anthony T Tombo[it, P E. f
atn/k IwurghlYabh ry.Wn/rIm.YO.rirwwY i*I..Y1q 1e...4u/n10'KMa dOkdMlEq,l.I mi Vgr.N/YlY.1.rW.u/Yhn..a ykbl Wq.WiiMY.gJ/Ikrny.aWr1 080063 rkugkq..
rm.>. u..rur.rlprrroo—WVdnW /akcwAnanrws!WIpk4rhlnrturdawdtopdp.oaimtnynmrnrrran/rhmkolmrf.nr*hpwwInuamau.an 4451St. LudeBlvd aYntu klrkat.ana.Iga.
npll a.ae.nhN l.hmk.rtp.h111r Wgka^..hntAmhpa./gkWl dgeftwounhlOW.flt1 Fan Pierce, FL 34946 q(MtryW01111hlladbnur•AAagllaNam,rLhlraiaNad6hlaamn.
elot
MdirpAdW.maatM"oil rw.ndahas 41led hnus•Ac"1.lambs 111,r.1.
ONSS NSS type y
16-01
A0090660
XRSLGICL9 Hall Hip Girdert 1
Job Reference (optional)
AI nos i eusses, Fon Fierce, FL 34946. desgrt@altruss.com Run: a.120 s Aug to 2017 Print f! c Aug 16 2017 AAiTek Industries, Inc Fn Sep 29 13:45:33 2017 Page 1
ID:hA3xRN7kH8GY sQsevney2zOA 76kGlsgNXOY2iOlERazgzkR2cSOYi5gQK18N3myYmVO
1-0-0 3-" 8-0-0
t-0-0 3-0-0 5.8-0
U4=
11
20 =
LOADING(psf) SPACING- 2;0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-0 999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.33 Vertffl-) 0.09 5-0 999 240
BCLL 0.0 ' Rep Stress Incr NO WS 0.42 Horz(TL) 0.01 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 39 lb FT = 0%
LUMBER -
TOP CHORD 20 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-5-13 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 462/0-8-0 (min. 0-1-8)
11 = 377/0-3-8 (min.0-1.8)
Max Horz
2 = 69(LC 27)
Max Uplift
2 = 297(LC 4)
11 = 260(LC 4)
Max Grav
2 = 462(LC 1)
11 = 377(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=750/507. 3-12=-670/484,
12-13=-670/484, 4-13=-670/484
BOTCHORD
2-6=-477/663
WEBS
4-0=348/460. 4-11=-426/290
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10: Vull=150mph (3-second gust)
Vasd=116mph: TCDL=S.Opsf; BCDL=5.Opsf, h=15ft;
Cat. II; Exp C: End., GCpi=0.18: MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip OOL=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 nonconcurrenl 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) 11 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at=lb) 2=297. 11=260.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 93
lb down and 120 lb up at 3-0-0, and 39 lb down and
47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-
0-12 on top chord, and 52 lb down and 111 lb up at 3-
0-0, and 21 lb down and 45 lb up at 5-0-12. and 21 lb
down and 45 lb up at 7-0-12 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 bark (8). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (plf) Vert:
1-3=-60, 3-4=-60, 5-8=-20 Concentrated
Loads (lb) Vert:
3=-26(F) 6=41(F) 12=11(F) 13=-11(F) 14=-
17(F) 15=-17(F) Rd &
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omadk-w-NNIRM arMrla*Ip.Or. 1/lavrwrltM prm•mrl r4rpAtrrp.a ml Yll r4 lwafhntMdeYUaQrellll hYtP P 4 t 10 AnthonyT. Tombo 111, P.E. a,
grww/rlMr.rWmwMim,rwyY,w 1n*,rdrrYa JeYf.nynYgl 880083 69w" gaartr.t llaaaM.rlMdrpemdpdana6Myln'mlpgYi0yx11rillYrltlllrl[IndaaalYpawpYn tnleanYnyaJ nrawlYYnrlp.,taolwptr/aarinurawu...rm 44$1 $l. Lucie Blvd Blvd1St.Pierce,
Zhru4blauYrgYYynaaeyaJfg4rAa,,•
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nulrlkrt.mr r9a..igh Fmi bw IY YmMgitrpt.alrllHgMur,. Yq yal4pw lgral dap@llwa-drw.11M Fan FL 0lAtAAIIWtlalll•
Af61 I.I.ai.a,fi. tr .Ilew.dMdiotwn,u kre,it okUdvdwalAleme sh*sIleA11#9lrll/a• I.IIWa,If. MP7d9MnlMM 1
Job I russ cussType y
A0090861
XRSLGICL9 F01 Hip Guder 1 1
Job Reference (optional)
At Roof Trusses, Fort Pierre. FL 34946, design®aItruss.com Run: E 120 s Aug 16 2017 Pnn1 8 120 s Aug 16 2017 tATek Industnes, Inc. Fri Sep 29 13.45,34 2017 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-cl INCr?I KgvKYKO?IU 3Vx_CVblpRdIZZPIwbCyYm V?
1-0-0 5-6-0 8.6-0 14-" 15-0-0
1-0-0 5-6-0 3-0-0 5.6.0 1-0-0
lead Load W. a 118 in
3a4 = 3.4 =
Q-3 rt 5-6-0 8.6-0 13.8.12 1}-Oro
3.4 5-2-12 3-0-0
I
5.2-12 6-341
LOAOING(pso SPACING- 2-" CS1. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.15 7-8 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.18 7-8 959 240
BCLL 00 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.05 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 51 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 3-94 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 4-6-15 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed dunng truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 1011/0-3.8 (min.0-1-8)
5 = 1011/0-3-8 (min.0-1-8)
Max Horz
2 = 39(LC 28)
Max Uplift
2 = 835(LC 4)
5 = 746(LC 4)
Max Grav
2 = 1011(LC 1)
5 = 1011(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2161/1753, 3-15=-2019/1707,
4-15=-2019/1707,4-5=-2161/1761
BOTCHORD
2-8=-1614/2001, 8-16=-1632/2019,
7-16=- 1632/2019, 5-7=- 1613/2001
WEBS
3-8=-225/318, 4-7=-239/318
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vull=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; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) Plates checked for a plus or minus 0 degree rotation
about its center.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) ' This truss has been designed for a live load of
20 Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joints) except 61=1b) 2=835. 5=746.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 235
lb down and 276 lb up at 5-0-0, and 80 lb down and
116 lb up at 7-0-0, and 235 lb down and 276 lb up at
B-6-0 on lop chord, and 147 lb down and 233 lb up at
54-0, and 59 lb down and 92 lb up at 7-0-0, and 147
lb down and 233 lb up at 8-5-4 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 (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 34=-60, 4.6=-60, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-188(B) 4=-188(8) 8=-137(8) 7=-137(8)
15=-80(B) 16=-52(13)
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St. Lud!Blvd
fort Pierce, FL 34946
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Job Iruss NSS ype y
XRSLGICL9 F02 Common 2 I
A0090862
Job Reference o Gonal
For, PiarA. rV .rra, aasgnq/a,wss.com nun: e.1[O s Aug 15 2017 VM: 6.120 s 16 20171WTek Induso". Inc. Fn Sep 29 13,45:35 2017 Page I
ID:hA3xRN7kH8GY_sOsevncy2z np-4VsljYsd3epmyivc297129WLY?(RA4Gjn3dT7fyYmV_
1-0 0 7-0-0 14-0-0 15-0-0
1-0-0 7-0-0 7-0-0 1-0-0
4.4 = Goad Load oas . 1/16 In
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.60 Ven(LL) OAS 6-12 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(fl-) 0.11 6-12 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 4 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix -MS Weight: 49 lb FT = O%
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 5-5-2 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 4-9-7 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 = 620/0-3-8 (min. 0-1-8)
4 = 620/0-3-8 (min. 0-1-8)
Max Horz
2 = 47(LC 12)
Max Uplift
2 = 472(LC 8)
4 = 378(LC 8)
Max Grav
2 = 620(LC 1)
4 = 620(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-13=-880/1438, 13-14=-819/1444,
3-14=-819/1454, 3-15=-819/1454,
15-16=-819/1444,4-16=-880/1439
BOTCHORD
2-6=1259/777. 4.6=-1259/777
WEBS
3.6=558/274
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft:
Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope)
and CC Exterior(2) -1-" to 2-". Interior(1) 2-" to
7-0-0. Exterior(2) 7-0-0 to 10-0-0 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
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-" 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 QI=lb) 2=472. 4=378.
LOAD CASE(S)
Standard
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Wna ptos Y.r MOD.M.l1 4.kn,ky hpu Yi.11,y11T.1rur.lY,pum..cq,4r,hWara,rgr kiYYy4Y u/hw,pWarIA.4.rapl.hY+*®YR m1u,0..trYq Anthony T. iomtp III, P.E. r.a4aninn.Ro4ynrnyn•Yl4rhr,rr.r,Cdw.rkYl4y...ua.n su.:rsrr!rynrrnu ayrnr rurr w.n ru.n o. .,rrrnaylnl4. Ya JdYrnynJlg4 80083ft6 &gh0".Irm am,a/r.Y M-16 pm,r/lin4rkeyu oalay W.,IIWri1M 1!IIIrlunia.elk:p al.YnYnynYitrM,4rketbp.,inokuplpurlm,rskau,.0o 4451 St. Dude Blvd. A nul/11M1fr1e•rP.h-lAl..•,l Ik kn Mu L'nepirk4yMvp,•k.n1,a 19M/n1r4 tla,ln,onWaml1.ftj
Fort Plen:e, FL 34946
g1ryk0l11{{dlwllmul•k01gLIuWm,f1. kpJ.uad6i,6,wa,i.ryhntilptliuN.aMamnlersi„i.tra{•IldGaul•4>WryI.IW.O,rl.
O N55 N55 Type Y
A0090863
XRSLGICL9 FG02 FLOOR 1 3 Job Reference (optional)
A 1 H001 1 NSSes, ran r101c., rL. a. o, aesagn®a 1 auss cam n • ..-,.
ID:fu43xRN kHBGY sOsevncy2z0 rip 4VsljYsd3epmyrvcZTT129WJo4a5Au0jn3dT7fyYm _
135 4 6 12 6.8 4 &7-8 11.6-0 13.5 4 15-0-12 1714 20-1-8
2-5 2-1-8 2-1-8 1.11 4 2.10 8 1.11 4 2-1-8 2-1-8 2-5 4
1 6.4 11 3.8 = 15.4 11 3.4 =
1 3.10= a3.4 =
Dead Loan Dan. - 5116 an
1 5.4 11 5.6 = IS.4 11 3.10 =
4.4 11 4.10 = 700 MT20HS= US = 2.4 II 2.4 II 3r8 = 2r4 11 4.10 = 4.4 II
2-59 4$-12 6.84 8.11-12 11.6-0 133.13 156-12 t7$-4 20-1.8
1 1 as_7 1 2 ea ( t-5. 1 2-2-ts I
2 1 8
I 2
Plate Offsets (X,Y)- 11:0 4:j,0-1-81, [8:0-3-12 0-3-01 10,0-4-4 0-1-81 12:0-1-12 0-2-0I 18:0-5-0,0-4-81, [19:04-12,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. 1n floc) I/deb L/d PLATES GRIP
TCLL 40.0 Plate Gnp DOL 1.00 TC 0.71 Vert(LL) 0.59 15-16 402 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) 091 15-16 260 240 MT20HS 187/143 BCLL
0.0 Rep Stress Incr YES WS 0.89 Horz(TL) 0.09 11 n/a n/a BCDL
5.0 Code FBC20141TPI2007 Matrix -MS Weight: 326 lb FT = 0%. LUMBER -
TOP
CHORD 2x4 SP M 31 BOT
CHORD 2x6 SP 240OF 2.0E WEBS
2x4 SP No 3 'Except' W1:
2x6 SP No.2, W2: 2x4 SP No.2 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 4-2-15 oc purlins,
except end verticals. BOT
CHORD Rigid
ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (
lb/size) 20 =
5603/0-5-0 (min.0-1-9) 11 =
4977/0-3-8 (min. 0-1-8) Max
Grav 20 =
5603(LC 1) 11 =
4977(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 1-
20=-4014/0, 1-2=-9710/0, 2-3=-9710/0, 34=-
22266/0, 4.5=-22266/0, 5-
6=-25477/0, 6-7=-22161/0, 7-
8=-22161/0, 8-9=-9798/0, 9-10=-9798/0, 10-
11=-4031/0 BOT
CHORD 19-
20=0/1030,18-19=0/16077, 18-
21=0/17981,17-21=0/17981, 17-
22=0/25477, 16-22=0/25477, 16-
23=0/25477,15-23=0125477. 15-
24=0/25477,14-24=0/25477, 14-
25=0/18030,13-25=0/18030, 13-
26=0/1 7927,12-26=0/1 7927, 12-
27=0/1101, 11-27=0/1101 WEBS
1-
19=0/9430, 3-19=-9145/0, 3-18=0/1430, 3-
17=0/4682, 5-17=-3906/0, 5-16=0/1417, 6-
15=0/1470, 6-14=-4018/0, 8-14=0/4494, 8-
13=0/1542,8-12=-8929/0,10-12=0/9448 NOTES-
1)
3-ply truss to be connected together with 10d 0.
131'x3') nails as follows: Top
chords connected as follows: 2x6 - 2 rows staggered
at 0-9-0 oc, 2x4 - 1 row at 04-0 oc. Bottom
chords connected as follows. 2x6 - 2 rows staggered
at 0-7-0 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 (8) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or 8),
unless otherwise indicated. 3)
Unbalanced floor live loads have been considered for
this design. 4)
All plates are MT20 plates unless otherwise indicated.
S)
Plates checked for a plus or minus 0 degree rotation
about its center. 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) 845 lb
down at 0-2-12, 841 lb down at 2.6-4, 841 lb down at
4-6-4, 841 lb down at 6-3-12, 841 lb down at 8-
3-12. 841 lb down at 10-3-12. 841 lb down at 12-
3-12, 841 lb down at 14-3-12. and 841 lb down at 16-
3-12, and 841 lb down at 18-3-12 on bottom chord The
design/selection of such connection device(s) is the
responsibility of others. LOAD
CASE(S) Standard
1)
Dead + Floor Live (balanced): Lumber Increase=
1.00, Plate Increase=1.00 Uniform
Loads (plf) Vert:
1-10=-100, 11-20=-10 Concentrated
Loads (lb) Vert:
20=-845(F) 19=-841(F) 18=-841(F) 21=-841(F) 22=-
841(F) 23=-841(F) 24=-841(F) 25=-841(F) 26=-
841(F) 27=-841(F) M-
rr.ar.-"-r•11t toItr ISNuIr, arw sort a t"VA fat ulvnr)a11CaUlmirr. r-d M,. r, I-%'Pe.4ge1.1r U" 11"e H u,n..lrnb.,. .M.r lllo rtna.
mp,udr,drrnc.w,a al.amryl.prQa.y,.+lur.lr,r.ro, ..m..,.rra:..a.,.wnrrrur4r,µrl,pm.rlsw,..rnn r.-P qW%k "'-Non Anthony T. Tombo 111, P E. 1..
4r,tmraa.pnr.y.,rw4rr..,rOwv,.e.ad,..ra+rlt„*.,.r,rn.roLratrrr:rrr,rrml rqr.d ralr w.u4rt,.,.aydaq,r,..uer.l q,rnrr.y.,.rr4 7 811087 rleyl,
q..11ro ual.,uw.ruralrpen.lam n rrralna•.1var.rlrg1rs11.m.nn,r.rr.1r, uH.r.rny.rr,rr,4ramrp.,t.nrr aq..rinuuaan..a. e451 St. Lude Blvd. A..,
1 YaeM a1.•.17-a q.e.ghelanr..e IY a.,ror[p..Wlr Wylmp Yg4mlgea. t.l ley O.preOnonrere Tl ztFort Pierce, fl 34046 gpilh
0101r A I Id hnm - te0o11.14111e 10, f.l. Iapei.l,a d M1,al.eae, a eq isle i1 pe11ia1-atr1M nine. fHadllieedw I I led henet • Ae0a1 I lade m, f I
job I fuss I fuss I ype Utyy
xR5LG1CL9 FG04 FLAT GIRDER 1
3
A0090864
Job Reference o lional
w•a•wy ••••••••••• Ic - o.uN s A 31 NIa PMI: e.12e a le 207 / MI IQk IfIQUStfIQl, I111:. Fn n 13:15:36 2017 Pape t
ID.hA3xRN kH8GY sQsevnf 2z0 'p-*=pxxdZs17. bM3-PzSvUsOjMleSyYmUx34-2 M37 !i 4-12 11-9.11 1J-10-0 17-10.6 21-2.8
3-4-2 3-0-5 3-0-5 2-4-14 3-0 6 3-0.6 3.4-2
Desd Load Dan. • 314 in
1.51411 4 08
22 =
ISO 11 1.5x4 11 4 =
3 '.
nk 1.5,4 1 ' 1 5
a12 +
Is
27 to 28 '• 20
12
30 31 11 32 33 It .10 l
Sn10 = 20 II 4.4 = 04 =
JUS24 2t4 II JUS24 510 =NAILED4R4II
NAILED 7r10 MT20115= JUS24
NAILED NAILED
JUS24 JUS24
NAILED NAILED
Ora II
JUS24
3-2-14 8 7 9.4-12 11-9-11 14-10-0 17-11.10 21-2 8
3 2.14 3-1-9 3 D 5 9 d-tt anJ;
Plate Offsets (X,Y)- f1:G.3-0.0-1-121, 19.0-3-0.0-1-121, fl l:0-5-0.0-1-121 117:0-5-0 0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) 0.27 13-14 935 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.60 Vert(TL) 0.99 13-14 252 240 MT20HS 187/143
BCLL 0.0 - Rep Stress Ina YES W8 0.86 Horz(TL) 0.08 10 n/a n/a
BCDL 10.0 Code FSC2014/TPI2007 Matrix-MSH Weight: 341 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 31
SOT 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 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
18 = 4160/0-7-4 (min. 0-1-8)
10 = 4155/0-7-4 (min. 0-1-8)
Max Horz
18 = -39(LC 6)
Max Grav
18 = 4160(LC 1)
10 = 4155(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-18=-3579/0, 1-19=9890/0,
19-20=989010, 2-20=-9890/0,
2-21=-9890/0, 21-22=-9890/0,
3-22=-9890/0, 3-4=-19281/0,
4-5=19281/0, S•6=19281/0,
6-23=9874/0, 7-23=-9874/0, 7-8=9874/0,
8-24=-9874/0, 24-25=-9874/0,
9-25=-9874/0, 9-10=-3573/0
BOTCHORD
18-26=0/1131. 26-27=0/1 13 1.
17-27=0/1131,16-17=0/17159,
15-16=0/17159,1S-28=0/17159,
14-28=0/17159,13-14=0/19281,
13-29=0/17282, 12-29=0/17282,
12-30=0/17282. 30-31 =0/1 7282,
11-31=0/17282,11-32=0/1129,
32-33=0/1129.10.33=0/1129
WEBS
1-17=0/9148, 2-17=-724/0, 3-17=7610/0,
3-15=0/1148, 3-14=0/2225, 6-13=02101,
6-12=0/1188, 6-11=-7755/0, 8-11=-721/0,
9-11=0/9132
t,onunuea on page z
NOTES-
1) 3-ply truss to be connected together with 10d
0.131'x3') nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except it noted as front (F) or back (8) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
8). unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.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
4) Provide adequate drainage to prevent water
ponding.
5) All plates are MT20 plates unless otherwise
Indicated.
6) Plates checked for a plus or minus 0 degree
rotation about its center.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
8) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3.6-0 tall by 2-0-0 wide will 6t between the
bottom chord and any other members.
9) Load case(s) 2, 14, 15. 16. 17. 18 has/have been
modified. Building designer must review loads to verify
that they are correct for the intended use of this truss.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 426
lb down and 250 lb up at 0-2-12. 129 lb down and 83
lb up at 1-0-0, 134 lb down and 64 lb up at 3-0-0, 208
lb down and 69 lb up at S-0-0, 208 lb down and 69 lb
up at 16-2-8. 134 lb down and 64 lb up at 18-2-8. and
129 lb down and 85 lb up at 20-2-8. and 426 lb down
and 255 lb up at 20-11-12 on top chord, and 59 lb
down and 64 lb up at 2-S-4, 45 lb down and 50 lb up
at 3-0-0, 45 lb down and 50 lb up at 5.0.0, 538 lb
down at S-6-0, 538 lb down at 7-6-0. 538 lb down at
9-6-0, 538 lb down at 11-", 538 lb down at 13-8-8,
538 lb down at 15-8-8, 451b down and 50 lb up at
16-2-8, and 45 lb down and SO lb up at 18-2-0, and 59
lb down and 64 lb up at 18-9-4 an bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead Roo( Live (balanced): Lumber Increase=1.00
Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-22=-185, 22-23=-00, 9-23=-185, 10-18=20
Concentrated Loads (lb)
Vert: 1=426 7=208 9=426 16=-584(B) 14=-538(8)
13=538(B) 19=-129 20=134 21=-208 24=134
25=129 26=-59(8) 27=-45(13) 28=-538(B)
29=-538(8)30=-538(8)31=-45(8)32=-45(8)
33=-59(B)
2) Dead + 0.75 Roo( Live (balanced) 4. 0.75 Attic Floor.
Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-22=-205, 22-23=-80, 9-23=-205, 10-18=-20
Concentrated Loads (lb)
Vert: 1=-364 7=-181 9=-364 16=-531(8) 14=496(B)
13=-496(8) 19=109 20=116 21=-181 24=-116
25=-109 26=-46(8)27=-35(8)28=-496(8)
29=496(8)30=496(B)31=-35(B)32=-35(S)
33=-46(B)
14) Dead: Lumber Increase=0.90, Plate Increase=0.90
Plt. metal=0.90
Uniform Loads (pin
Vert: 1-22=-185, 22-23=-60, 9-23=-185, 10-18=-20
Concentrated Loads (lb)
Iiaar.pllo..r•lllhaln08(vulrlaourunLlwxnmlerttalDnaamBnLra Mer r..nrlrrl.rlanrye.pgrrr l I.r,II.IISOMLa11A1N MIIaL•,YYMarlri
rtAarrp/ataarrrtOarlaits hniMgI*w#ajprlllgaalrWagItepaalalcg llrpArrnpaglapo4Ylrrinptrla/1lrlyolamM.*,raall.hlaparpgtggmu.¢rtly Anthony T.Tombo111,P.E. Ira1r11w1rg11tlghrapN/IIrMn,rrarl•rQd pr•r YY71a*•.•roan/rsLrt[rrldldynYrlM.r patlr MrgMlMlriml •at7tn l rlp.•trdd rinhlrq.
rtr•r uenaw•r0lrrlw>Qldp.sntrW t,g.rfgrl.r tgltMlhplrt[rnlr r hrllbrrmlalN4t !
80083
polplal.rlrny.rr,rm/rhnlrpn,Imlhpig•erImlllanal••,Irs 4451St. Lude8W. s..lallrhrt.ragrg.•.I httlaralrllrhmrapy..a191rltgrlp.,ahrl.mlgwfgMOg tlgaQtr lanWau. p4A11101011Adlullmllt•AAoy1.
I404111,/
1.leprlanad0i11llalp,iulMaitMtll'at/smla0rnmeLladuilrtrlaA•IINIUnuI•AAaI1.IW0,11. Fort Pierce, FL 34946
Job I russ Nss ype Qty ply
A00908fr1
XRSLGICL9 FG04 1,-LATGIROER 1 3 lob Reference (optional)
Al 11001 r ruses, rOn rrenM, rL .a•y.o, a0stgn®a muss cam
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert- 1=-177 7=-101 9=-177 16=-374(8) 14=-370(B)
13=-370(0)19=-49 20=-63 21=-101 24=-63 25=49
26=-6(8)27=-5(B)28=-370(8)29=-370(8)
30=-370(8)31=-5(8)32=-5(B)33=-6(8)
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 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20
Horz: 1-18=31
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(8) 14=-197(8)
13=-197(B) 19=57 20=42 21=41 24=42 25=59
26=48(B) 27=37(B) 28=-197(B) 29=-197(8)
30=-197(B)31=37(8)32=37(B)33=48(8)
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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20
Horz: 1-18=-8
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(8) 14=-197(8)
13=-197(8) 19=57 20=42 21=41 24=42 25=59
26=48(8) 27=37(8) 28=-197(B) 29=-197(8)
30=-1 97(8) 31 =37(8) 32=37(8) 33=48(8)
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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20
Horz: 1-18=24
Concentrated Loads (lb)
Vert: 1=168 7=41 9=171 16=-159(8)14=-197(8)
13=-197(8) 19=57 20=42 21=41 24=42 25=59
26=48(B)27=37(B)28=-197(8)29=-197(8)
30=-197(8)31=37(8)32=37(B)33=48(B)
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: 1-22=-134, 22-23=-59, 9-23=-134, 10-18=-20
Horz: 1-18=-5
Concentrated Loads (lb)
Vert:1=168 7=41 9=171 16=-159(8)14=-197(B)
13=-197(B)19=57 20=42 21=4124=42 25=59
26=48(B) 27=37(B) 28=-197(B) 29=-197(8)
30=-197(B) 31=37(8) 32=37(8) 33=48(B)
tun. 8,020 s Aug 31 2016 Print 8.120 s Aug 16 2017 MrTek Industries, Inc. Fn Sep 29 13,45,36 2017 Page 2
ID:hA3xRN7kH8GY sOsevncy2zOBnp-YhPPwttfpxxdZsUp7iWXbM374Pz5vLisOjM1e5yYmUz
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rrtllw•Mnt/ it. Imtrq:Inwaft.SPA" lWE4ruda"in Mmaataacmr drptrurapo"aryrlY, rr Atop .rao hat 6*09 aft waii.ays MI rat"aartalWluwe.t.0 I Anthony T0mb0111, P.E. I raartla
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tta•nt rga•aaghwara.wkw Ir kat ro t.Pnaa!rwgr y... h.0 s,m l.pt.4gaaq uaramwruatnaN.rl Fan Plerce, FL 34W6 AMTNM0111{Allad Janet
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0-1.8
H 21 -6-0 I I1-5-8 I 1-30 O*a
Oend Load Cleo - 114 N
3.6 =
2 3
e1=7
1
1
3.6 = 3.6 =
LOAOING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip OOL 1.00
TCOL 10.0 Lumber OOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2014/rP12007
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
BOT CHORD 20 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-" oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10 -0 oc bracing.
REACTIONS. (lb/size)
12 = 1146/0-74 (min.0-1-8)
18 = 114610-7-4 (min. 0-1-8)
Max Grav
12 = 1146(LC 1)
18 = 1146(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=3716/0, 3.4=-3716/0.4-5=4908/0,
5-6=4908/0, 6-7=-4908/0, 7-8=4908/0,
8-9=3712/0, 9-10=3712/0
BOT CHORD
17-18=0/2167,16.17=0/4623,
15-16=0/4908,14-15=0/4616,
13-14=0/4616,12-13=0/2159
WEBS
10-12=-2387/0, 2-18=2396/0,
10-13=0/1717, 2-17=0/1712, 9-13=261/0,
8-13=-1000/0,4-17=1003/0.
8-15=-95n29, 4-16=151n14,
7-15=-369/25
NOTES-
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) 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.
3.4 = 34 FP- 3.4 = US
4 5 6 7 e . •n
CSI.
TC 0.58
BC 0.91
WB 0.82
Matrix-S
LOAD CASE(S)
Standard
16 15 14 13
3.4 = 3.3 = 3.12 MT20HS FP-- 3.6 =
1.5.4 SP=
21.2-8
21-2.8
0-121, 121:0-1.8.0-0-121
OEFL. in (loc) I/defl Lid
Vert(LL) -0.4516-17 559 360
Vert(TL) -0.7216-17 346 240
Horz(TL) 0.11 12 n/a n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 104 lb FT = 0%F, 0%E
s.•6..rye...r•rinalas6(16luyaPlunlnrrusoc mlalt6[uraawa rr. ra.rr r r rr r.V..6s a.rrrs.11 la Srt.e,osta.. u r..ar.rla 1
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reryleq talrer ueM e4.rArrlaanrpen rrQ t eseYglr.,rl6yQrmgarwaw .urprQ e w!rern rmirhwe 180083vwdlr+ kip.,Iw Inp hp rruQeeLtu,eB
nurrwec.agrq..nyhdt.eenor Irhenl P(q..101rwOfmQ,.h.eMmleQw yY/hQ Yq rd aanrrfml 445t St. lude0lvd.
O111ff l4dhnul•tA f l.eb111,11. 1 fredad&itl MPMb pl fp nal,u4ryMgieletlililel.tlwtMnimflee iuiuhw111dlufen•I41ry1.I1a1.10,11.
Fort Plexe, FL 34946
Job Truss truss Type Uty Ply
A0090866
xR5LG1CL9 FL02GE Floor Supported Gable t 1
Job Reference (optional
Run, 8 020 s Aug 312016 Pnnt. 8.120 s Aug 16 2017 abTek Industries. Inc Fn Sep 29 13.45 37 2017 Page 1
I0:hA3xRN7kH8GY sQsevney2zOBnp-0tznSDtuaF3U8037gQ1m7Zcp7pSOe7v7FN6aBXyYmUy
Plate Offsets (X Y)— 11 •Edge 0.0-121
LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber OOL 1.00 BC 0.02 Vert(TL) n/a n/a 999
BCLL 00 Rep Stress Incr YES WS 0.03 Horz(TL) 0 00 6 n/a n/a
BCDL so Code FBC2014/TPI2007 Matrix-R Weight: 22 lb FT = 0%F, O%E
LUMBER -
TOP CHORD 2x4 SP No.2(Oat)
BOT CHORD 2x4 SP No.2(8at)
WEBS 2x4 SP No.3(Oat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-10-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-10-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
10, 6, 9, 8, 7
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
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. Slrongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
tInLS(ttu7rra/nutttn10GIIPs mttJl(iPtr11:u1rt1W4d'Aa "kgp pM.64l.00.rrl.m M. bw tnmttxfrk lam 1461MV-11odw a Mud-amJ.kAmly
ptWa-u1kklN.i..M1'-tmt atp br..pt.iphbp.4%"o-1111,4,ue.ugw.Ikk k"db/ ythh—p/.kI11d1,rI1N.M1aq nugr Y olarbn.Wl.q Andwy T. Tombo U!, P E. Iwlk.
Nnkgalyak.cp.Aoglk/mkC.ni.a.k.q.1.rllega.gn..kamlklT.kf.Irk1II.1.-Y.1011 M1prwllklO.rgWc.AMbn6.A1yt.6q.anq...n.k.u.lYq.dlYk.ry.rrA1/ tl!0083 tkei•An-
s..pin...r'1IUtt kA.
relMp.rtoon aa..lr.ktsrklr nrpunikrytal.akar.rtrerMgpwgmrubn.a.dkpeapeu tMuukno.ua.damlkta.a.q...kw.kgywrbw.r.ka...r.0 4451 St.Lude Blvd. d-.-
a tl q-(a.ep.u....rlhdpnn+wl 7ahroa.¢hrrraUlk Witi agrw laa/kw ap.. /..Idq uq tAft—&M.IM Fort Plerte, FL 34946 tgpqu
0 MI A I tM Ir.tut-Amin 1. took 0, r.t. ttpJ4u.n d Wt aaram. a eq W., M p kAad.mm 6e,nen p.rn.nkoo A l ttd lntul • Anlul 1.look 0, Il
job 53 truss I ype Qty ply
XR5LG1CL9 fL03 floor 4 1
A0090e87
r a,.,.rT..- c.... 0- c.
Job Reference o tional
0-1.8
Hl 2-&0-i
US =
o.. [u s .o LU1 r m.1 ex lnausQle3, Inc. Fn Sep 29 13:45:38 2017 Pape 1
IO:yPUCgG gtoRCOb7?INa22jn U4X9LZuWLZ8LpAe8E7Y?gn8plCZiNG99U1r8jWrnUx
0 4
3x4 = 3.4 = 3.3 = 34 FP= 3.9 =
1 1-9.4 1I- 3-0-1 W
Dead Load bell . 114 In
3.3 II 34 = 5.6 =
3x8 = US = US MT20MS FP-- axe = US = 3.3 =
3.6 =
20.9.4 i 22-1-12 25.5-0 2 -0
20-9.4 .7.s o_o.
Plate Offsets (X Y)- 11.Edge 0.0-121 16.0-1-8 Edgel 115.0-1-2 Edbel 120.0-2-12 Edael 125:0-3-8 Edgel 127.0 1-8 0-0121 LOADING(
psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL
40.0 Plate Grip DOL 1.00 TIC 0.82 Vert(LL) 0.49 22-23 502 360 MT20 244/190 TCDL
10.0 Lumber DOL 1.00 BC 0.97 Ven(TL) 0.77 22-23 322 240 MT20HS 187/143 BCLL
0.0 Rep Stress Ina YES WB 0.80 Horz(rL) 0.09 19 n/a n/a BCDL
5.0 Code FBC2014/TPI2007 Matrix-S Weight: 128 lb FT = 0%F, 0%E LUMBER -
TOP
CHORD 20 SP No.2(Oat) 'Except' T1:
2x4 SP M 31(flat) BOTCHORD
2x4 SP M 30(0at) 'Except' 82:
2x4 SP M 31(0at) WEBS
2x4 SP No.3(8at) BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 2-2-0 oc pudins,
except end verticals. BOTCHORD
Rigid
ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (
lb/size) 15 =
102/0-3-8 (min. 0-1-8) 26 =
1095/0-74 (min.0-1-0) 19 =
1579/0-3-8 (min.0-1-8) Max
Uplift 15 =
78(LC 3) Max
Grav 15 =
210(LC 4) 26 =
1099(LC 10) 19 =
1580(LC 9) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. TOP
CHORD 2-
3=-3514/0, 34=-3514/0, 4-5=-460810, 5-
6=4608/0, 6-7=-4129/0, 7-8=3196/0, 8-
9=-3196/0, 9-10=-3196/0, 10-11=0/608, 11-
12=0/605 BOTCHORD
25-
26=0/2062,24-25=0/4324, 23-
24=0/4324, 22-23=0/4129, 21-
22=0/4129, 20-21=0/4129, 19-
20=0/1693 WEBS
2-
26=-2280/0, 10-19=-2422/0, 2-
25=0/1605, 10-20=011679,3-25=-251/0, 4-
25=-896/0, 7-20=1420/0, 4-23=01410, 5.
23=-408/0, 7-21=0/385, 6-22=-365/0, 6-
23=-120/866. 12-19=-085/0 NOTES-
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 78 lb uplift at joint
15. 6)
Recommend 2x6 strongbacks, on edge, spaced at 10-"
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)
Gap between inside of top chord bearing and first diagonal
or vertical web shall not exceed 0.5001n. 8)
CAUTION, Do not erect truss backwards. LOAD
CASE(S) Standard
a.
ryn..r.pm..r rMoomusryuulakwlnnuourenmlo.lvrr)xaomwrrr. ama"r..r.r rr,.wu„.r,yrnnxp"rrlowI us rtey..,>Mm ruM.n4.a,R. W..
e.p.ulY.rr4lte.Y.tlr..6..1.yhie. le. two Eo.%bd.yvt 1111M...0m.IYPA.r.da*e.a Wgkrl.dkoy.ry..rgWaM111.y..lallllAnthony T.Tombo[II,P.E. I r..wln.rqurinruy.aYl Y0m.Y0..I.ranedSnr.rYYllep,a4.n YaCY[r YdtlOSuYrmLe.gFm1/YM.IgM1.u/Yim.rylArry..Ws.rF.t,Jd.r.y.Y4 480083 alya.q..l..>., ua.r.rlrrrremrrar.earlyk.mfa.Rr.rPWrrauglnrlun.rn.rp rp. ml.rny.rr.rung n.r.,k.n kp..rlm.a ua.ao 4451 St. Lude Blvd. a..e.rs.lk.kua•r.....gherean.e.k IrL.nl.oFky.awtrlpr.M.,...fkml.Pweek.ay uapaal r.nerr..ml Fan Place, FL 34946
rry.i1M 01111 4
1 bit GKMt •4rOrq (.Ir.bOLli. Iq.ri as d ei1 e.ale, u pl Ma h Mtll'ae4.ef Illr ame. Nrinirhr. kl IW Lnut • IdYrry I.IrW fd, rl.
Job Truss cuss ype Ury Ply
A0090e68
XR5LG1CL9 FLo4 I Floor 2 1
Job Reference (optional)
Al Root Trusses. Fon Pierce. FL 34946. design®attruss corn Run 8 020 s Aug1 2016 Print. 8 120 s Aug 16 2017 M,Tek Industries, Inc. Fn Sep 29 13-45 38 2017 Page 1
ID:yPUCgGf atoRCQb7?INaz21nS-U4X9LZuWLZSLpAeBE7Y?gn8oECZONFk9U 1 r8IzyYmUx
1f30II- 2.34
3.4 = 3.4 = 3.4 = 3.6 FP= 3.8 =
2-14 0-4.8
dead Load Deft.. 114 ,n
3.311 3.4 =
r0^I
25 0 q
3.4= 3.6= 3.8 MT20HS FP-- 3.6= 3.8= 3.6=
3.6 =
11-9-0 20-9-4 22+2 25-9-0
4 0 -8 4.10.4
Plate Offsets (X,Y)- [1:Edge,0-0-121, (6:0-1-8,Edge], (7:0-1-B,Edge(, [10:0-34,Edge], (12.0-1.8,Edge[, (15:0-2-12,Edge], 16:0-1-12,Edge], (19:0-2-0,Edge(, [23:0-1-8,0-0-12],
125,0-1-8,0-0-121
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 0.89 Vert(LL) 0.47 18-19 523 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) 0 74 18-19 336 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.07 15 n/a n/a
BCDL 5.0 Code FBC2014lrP12007 Malrix-S Weight: 129 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 31(flat) 'Except*
T2: 2x4 SP No.2(flat)
BOTCHORD 20 SP M 31(flal) *Except*
Bt: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5 10-15 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing
REACTIONS. (lb/size)
22 = 1006/0-74 (min. 0.1-8)
14 = 27110-3-8 (min.0-1-8)
15 = 2058/0-3-8 (min.0-1-8)
Max Uplift
14 = 453(LC 3)
Max Grav
22 = 1007(LC 3)
14 = 108(LC 4)
15 = 2058(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3126/0, 34=-3126/0, 4-5=-3848/0,
5-6=-3848/0, 6-7=-3161/0, 7-8=-2019/0,
8-9=-2019/0, 9- 1 0=-2019/0, 10-11=0/2058,
11-12=0/2056
BOTCHORD
21-22=0/1 868, 20-21 =0/3743,
19-20=0/3743,18-19=0/3161,
17-18=0/3161,16-17=0/3161,15-16=0/335,
14-15=-1064/0
WEBS
2-22=-2065/0, 10-15=-2612/0,
2-21=0/1391. 10-16=011870, 3-21=-252/0,
4-21=-682/0, 7-16=-1596/0, 4-19=0/261,
5-19=-441/0, 7-17=0/445, 12-14=0/1173.
12-15=-1379/0,6-19=0/1042,6-18=-422/0
NOTES-
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 453 lb uplift at
joint 14.
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) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
My.r1..i..gym..r1tiWImmmir"1101,11eufLaamnmtaivlr)tcnanillu,rr.1./r.qM«,r,ra,.r,roar..rk1.Pa1rrr•yiiba,rtw,t.,ib. m,•...r....,io.r
Iuar o,p1,tlM,.rrYm.Y,a mad" Anthony Tombo III, P.E.
rb/.,Im,•.+MIRhim ow Mh/r+wgY4.nYd.mlq/.0.atoll,y.,.4.n14KYQvsM k/art.Y.rIM dq.//e,R1.IMW.,IMh.,N.r h.lb/.q.YdriY.gJl.rngnMyl i 80083 YMyMq..r
l,e t• •.I„Y...Yllldb plmd pi.,/b YYrt1,.11M WM.Ik1114i..rk al.nfl n,drdYrpo/p!, N1,1Mnyw,4l.r,.1..,It. hn,l,q.,I.a Ry,fgorinu l.,lf...8n 4451 St. Lude Bad. M„mH.
ri.rlroq.Iq,..A Mra rrrr,.nhw lr 1.19"W-Wirm%wux...ua s.m tq../M w«nu,y.ror..,..a.mw. col FortPletre, FL 34446 gP4b 0111111led
knul A.Mq 114.56 W. r f. lepMrn,a of nillrrrn. u u1 Ma i1 rA4eel.aYwrM auk6 pruluu64441 teal keen - A811106,11 Ld.11, f t
Job rUSs russ ype y
XRSLGICL9 FLSO Floor a dJob AA090669
Referenceo tional
0-1.8
H 2F _6-00 1F_6.12 II 1-3-0 2I3-12
ate = 34 = 3.3 II 3xs =
tun: o.u4u s Au a 1 2U to rant d 140 s Aug 15 2017 AMTek Industries. Inc. Fn Sep 29 13 V 5:39 2017 Pepe 1
IO:yPUCg fLZTgtoRCQb771Naz2tnS-yG5YYw86sJCQJCNor3EC Wicw6j6lihbhFQyYmUw
i 1-7-8 i
3x4 = US FP= 3x4 = 3x6 =
0-A-8
Oend Loud Dell.. 114 In
3t4 = 315 = 3x6 FP= US = 3x4 = 3x6 = 3t6 =
5.11.4 25.9-0
5.114 19-9-12
Plate Offsets (X,Y)— 11:Edge,0-0-121,12:0-1-8,Edae).f7:0.1-S.Edae1 116:0-1-8 Edgel f24:0-1-8 0-0-121 f26.0-1-8 0-0-121
LOADING(pso SPACING- 24)-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.65 Vert(LL) 0.43 15-16 546 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) 0.70 15-16 335 240
BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.08 14 n/a n/a
BCOL 5.0 Code FBC2014ITP12007 Matrix-S Weight: 129 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP M 30(8a1)
BOT CHORD 2x4 SP No.2(Oat)'Except*
B2: 2x4 SP M 30(8a1)
WEBS 2x4 SP No.3(Oat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
20 = 1635/0-3-8 (min. 0-1-8)
23 = 135/0-7-4 (min.0.1-8)
14 = 1022/0-3-8 (min.0-1-8)
Max Uplift
23 = 125(LC 4)
Max Grav
20 = 1637(LC 8)
23 = 299(LC 3)
14 = 1025(LC 7)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-318/485, 3-4=0/1021, 4-5=0/1023,
5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0,
8-9=-3848/0, 9-10=-3848/0,
10-11=-326010, 11-12=-3260/0
BOTCHORD
22-23=-485/318, 21-22=-485/318,
20-21=485/318, 19-20=0/1210,
18-19=0/1210, 17-18=0/3848,
16-17=0/3848,15-16=0/3908,
14-15=0/1968
WEBS
2-23=-350/534, 3-20=919/0.
12-14=-2160/0.5-20=-2263/0,
12-15=0/1428,5-18=0/1717,6-18=273/46.
10-15=716/0, 7-18=-1330/0,
10-16=358/425
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 125 lb uplift at
joint 23.
5) Recommend 2x6 slrongbacks, on edge, spaced at
10-" oc and fastened to each truss with 3-10d
0.131' X X) nails. S(rongbacks 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
q •r—ft,.k*—fie'r Ina lowrVlIff 91!m tvnr Ell KS"IMIt Wr1404Nlinlrt.. h0*W lr r,ar.. h Um r arerwpa9.lr is.t l t LRILY m iY.t..0 kaa.. aM.a tR.Y
Ina ftIW ai.IU IR.W W h. b"I" hP.I4FMNe1.d."Mgam Cqu./A*u/.p q,et A%bk6 P4k0%1.,". a 111IN.OftUII. to kid\kr.ImertrY9 Anthony T. Tombo III, P.E. h ra4 It a"anger.y.atg4re.w.rImes"mdq..rt r "Alk.d4rK.vnelftbW M601Il L
008dgrna4rlur.tr k.u4rtm..agl.srv.nrrdrayoerrny.rg4 18] rlrgay.ru s w.ua.rl rraemrr snesweua frarasygflptmhplrtun,r a pads. al nrnyar rrr,drkmrep.,tanMplgrrlmirau..,ro
e...lrth.t.ta.l...hal.t..er Irkmnd ur.eKlr datrul,.kNhml.d wq rapmw noarr.ml 44515t. uxle 6Wd.
qAb C Hill A I Isd lmm-falkrg l lueh 0,li. frprl tia ddit ptmw,say Ma ilFtllaN.AwtM nklnrH.iltiutrn 114dtmul4oks, .IaW m, rd.
Fort Plerce, Fl. 34946
O NSS russ Type y
A0090870
xR5LG1CL9 FL06G FLOOR GIRDER 1 1
Job Reference o lional
Al Roof Trusses, Fort Pierce, FL 34946, despn®aluuss.mm
1-3-0
13.311 2 4n8 _ 1311.1
Run: 8.020 s Auugg 31 2016 Print 5 120 s Aug 16 2017 MiTek Industries, Inc. Fn Sep 29 13 45.39 2017 Page 1
ID.hA3xRN7kH8GY s0sevncy2z0Bnp-yG5YYw86sJC0JCNor3EC h1Ucw56gxlihbhF0yYmUw
4
3.3I=_ 4e6 =
3 1 151 _ 14 3.3 = 161 5 17 j 63.311
MIM MkLc 04
i
4.6= 44=
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deb Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 060 Vea(LL) 0 07 10 999 360 MT20 244/190
TCOL 10.0 Lumber OOL 1.00 BC 090 Vert(TL) 0.10 10 999 240
BCLL 0.0 Rep Stress Incr NO WS 038 Horz(TL) 0.03 7 n/a n/a
BCOL 5.0 Code FBC2014/rP12007 Matrix-S Weight: 53 lb FT = 0%F, O%E
LUMBER -
TOP CHORD 2x4 SP M 30(0at)
BOT CHORD 2x4 SP No.2(0at)
WEBS 2x4 SP No.3(0al)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 896/0-6-14 (min. 0-1-8)
7 = 905/0-3-8 (min.0-1-8)
Max Grav
12 = 896(LC 1)
7 = 905(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-13=-1891/0, 13-14=-1891/0,
3-14=-1891/0, 3-15=-2462/0,
4-15=-2462/0, 4-16=-1835/0,
5.16=-1835/0
BOTCHORD
11-12=0/1264,10-11=0/2462,9-10=0/2462,
8-9=0/2462, 7-8=0/1189
WEBS
2-12=-1552/0, 2-11=0l790, 3-11=730/15,
5-7=-1459/0, 5-8=0/799, 4-8=-795/0
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) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.13V
X 3-) nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
4) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 190
lb down and 178 lb up at 2-5-4, 135 lb down and 178 lb
up at 4-5-4, and 190 lb down and 178 lb up at 6-5-4,
and 192 lb down and 172 lb up at 8-5-4 on top chord.
The design/selection of such connection device(s) is the
responsibility of others
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 7-12=-10, 1-6=-100
Concentrated Loads (lb)
Vert: 3=-114 4=-114 13=-114 14=-110 15=-110
16=-110 17=-117
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wni.et pttrr.warr mewtta Anthony Tomta ill, P.E.
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Y.nuY.Nw.f le.lq..t lt/'1tI..ItN It 6tltlro(rlip.tllClr wtl wtTt.nkul,O.ly./gll1 tlat 0tY.toa W.711 fart Pierce, R 74946
ah1i1M0l/U 4d lad Lntn•Aa0a11.Ie fem,f.l. trpeirei ddtl4 e iri.iseq Me. it Melileel tielniAe auw pr iit eke 1 I Id 6au1. 4Mq L lads m, ff.
i
job I russ I ype aty
xR5LG1CL9 FL07GS Floor Supported Gable
M
A0090671
2 1
Job Reference
Run: 8.020 s Aug 312016 Print. a.120 s Aug6 2017 Wak Industries, Inc. Fn Se 29 13:45.40 2017 Page 110:hA3xRN7kH8GY sOsevncy2zOBnp-QSfwmFwmtAR32TnaMYbTICEKIOUCrMdSxLKEnpsyYYmUv
W,
3.3 a
1 2 3 4 5 e 7 e • 10 11 12 13
Ih
z3 r
L
I4
1^
I
la
26 25 24 23 22 21 20 10 Is 17 to is 14
3.3 =
I I I I I I I • I I I I I
1 16-1-0
19-1.11 i
Plate Offsets KY} (1:Edge.0-0-121,f27:0-1-8.0.0-121.f29:0-1-8.0-0-121
LOADING(psf) SPACING- 2-" CSI. OEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCOL 10.0 Lumber OOL 1.00 SC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) -0.00 14 n/a n/a
BCOL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 72 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 20 SP No.2(Ilat)
SOT CHORD 2x4 SP No.2(Oat)
WEBS 2x4 SP No.3(8at)
OTHERS 2x4 SP No.3(0at)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-" oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 16-1-0.
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-
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 (0.13V
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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d.
m.
rl
arn h
tahir.c.
w,
Yerlr,r•
b.R..'.
etoplqhd/
atn1/
au.,waNaNa.haWarrb
wptrr.
st.•aIdltirr wyi e.n•r.
a.rmt+/
orhmtl.he fi.
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w/a.l4e
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Fort Pierce, R.34946
tpp OIIII111.1W6av1-Ac"
11-1al.111,ILhpr/riud0ildKMM.iaffw%hpdiYd:A etl.etaprcbw6w49hdbnxi•AAalLlatl.a,/t
Job I russ ruseType y
Aoos0e72
XRSLGICL9 FL08 Floor 4 1
Job Reference (optional
0-1.8
H 1
2-6-p
Run. 8.020 s Aug 312016 Print: 8.120 s Aug 16 2017 MiTek Industries, Inc. Fn Sep 29 13.45A0 2017 Pepe 1
IO:hA3xRN7k HBGY_sQsevney2zOBnp-QStwmfwmtAR32TnaMYbTICECUOFmrFOSxLKEnsyYmUv
1-6-0 2-1-0 1-6-01
3.6 = 3.3 = 34 =
1 2 3 4 5 6
J
ox8
read W d oe6. = 118 a
3.6 =
e
I 1on
S
3.4 = 3.6 =
LOADING(psf) SPACING' 2-0-0 CSI.
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58
TCDL 10.0 Lumber OOL 1.00 BC 1.00
BCLL 0.0 Rep Stress Incr YES WB 0.50
BCOL 5.0 Code FBC2014lrP12007 Matnx-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
SOT CHORD 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 2-2-0 oc bracing.
REACTIONS. (lb/size)
9 = 861/0-3-8 (min.0-1-8)
14 = 867/0-7-4 (min.0-1-8)
Max Grav
9 = 861(LC 1)
14 = 867(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2519/0, 34=-2519/0, 4-5=-2791/0,
5-6=-2536/0, 6-7=-2536/0
BOT CHORD
13-14=0/1578,12-13=0/2791,
11-12=0/2791,10-11=0/2791,9-10=0/1607
WEBS
7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027,
2-13=0/1041, 5-10=-589/31, 4-13=-603/16
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) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
3.e =
16-1-0r '
DEFL. in (loc) I/deb Ud PLATES GRIP
Ven(LL) -0.18 10-11 >999 360 MT20 244/190
Vert(TL) -0.2811-12 >677 240
Horz(TL) 0.06 9 n/a n/a
Weight: 81 lb FT = 0%F, O%E
Mq.11.ua..pqe.,.r'atroataunryulr;anununttatetetercatvttrtuaranttt.tarr. vq.t•ee d,de+.r+t.er,*r.gpteldrue,t Ib.tt MlMIY111b.N rrua...md.e.ln.k
Wnmr p+=lY.drblp.Y tia a+e Mabp htrja.lpwt4 s{4 daglll+peueaagea+ert aa:ud wq+aacWtrrtr eruj+M+ynlarlMq.rat111 heu nmp+t ly alen W1 Anthony Tombo III, P.E.
I tla/bta+ragadYll+b.rynaYllrl+e,b4m'+.anw*..bWghya,ablMal4CrddrldrYq,idnll haRnl/rMtl btlmr bla+tl egdla,Yq..00idegMdYrnlaeW111 880083
e1Wyr11q..(manUN1IeMerlMdb'I44515t. Lucie Blvd. m..
luiYlMataa 7derea.mlNdr..w6N Iu tre+rorUp.nr01b4ugbu e,. k.uhm lNae.aq Wq YgWNbalanarr•ml fort pierce, fl 34446 gpilhCNit
Mltoo hbus•AaAall Itch 10,tl. tePlatinatenlaaoal. mail hlauPeblael.akeelee-No lnesuaahaAIlodhesus-AAul1.lade 19,ff.
Job truss NSS Type Ply
a1-e
H 2-6-0
A0090873
10 1
Job Reference
Run: 8.020 s AuI331 2016 Print: 8.120 s Aug 16 2017 fMTek Industnes. Inc. Id Sep 29 13:45:41 2017 Page I
ID.hA3xRN7kHgGY_sGsevncytzOBnp-ufDlzbwOeU2wgdMmvG6iHPmMLOaTahtbA?4oK1yYmUu
2-" 1-3-0
Dead Load Den . 118 in
1.Ss4 II 3.3 = 3.3 = ISM II Us = 3.311
3 4 5 6 7 e
3.4= 3te= 1.5.411 1S.411 3.6= 3.6 =
LOADING(psf)
TCLL 40.0
TCOL 10.0
BCLL 0.0
BCOL 5.0
SPACING- 2-"
Plate Grip OOL 1.00
Lumber OOL 1.00
Rep Stress Ina YES
Code FBC2014/TPI2007
CSI.
TC 0.58
BC 097
WB 0.48
MatrixS
DEFL. in (loc) I/deft Lld
Vert(LL) -0.17 12-13 >999 360
Vert(TL) -0.26 11-12 >706 240
Horz(TL) 0.06 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 80 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 20 SP No.2(8at)
BOT CHORD 2x4 SP No.2(8at)
WEBS 2x4 SP No.3(8al)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size)
9 = 851/Mechaninal
14 = 851/0-7-4 (min.0-1-8)
Max Grav
9 = 851(LC 1)
14 = 851(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=2454/0, 3.4=2454/0, 4-5=2688/0.
5.6=2464/0, 6-7=-2464/0
BOTCHORD
13-14=0/1544,12-13=0/2688,
11-12=0/2688, 10.11=0/2688, 9-10=0/1575
WEBS
7-9=-1734/0. 2-14=-1707/0. 7-10=01983,
2-13=011006, 5-10=-567/47,4-13=-557/36
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.
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.
LOAD CASE(S)
Standard
4q•Il.ura/ymtn r'AI lAlf t(9Y0 jfimtl lYCL0RL61Cir(7•'Q 1tuAlllL4V In 1df eq Raatrarrttent+mrq 6tgpRJrr tart 1 liftll Erstflelrt n 6eurM v1.0111,.q
Wdu Ar11[nH rulrrlA.Mrt>t lt Harn h..11Wllw•IYW.IIH rt. ogrn/rM1 1^a rtysyryrr*/ru/tituhF r1M 4,.IM hYynW Ythl t,wN YT.idmboll1,P.E. r•u/cif.nrgervarm^uq/reo,rc.t.rLrar.rrugry.,.ra a/r4r,rfrrrfdreprrald/dits.lgrra/rh.a.ngr eay.rr regerrrt / 80083rldtgln.rt..r. netur.rorrRnnr ndrrrvl r.tegfr...pafwarg maim". rrr dp&. nWlsttrny rureatdrinnry..annrgti..rr urrr.,,mt 44515L Lude Blvd. td.m4rd art/ ele.4 a .r.L Ihknt waqutv.. h vh 1• rpl.unta .rntlm.4va•dg•1 n.1/md oo Ifr1.611.
Fat Plain, FL 34946
0111fA•14dln1at- I ImMm,rE 4IVPIN 1 Flhdir. d6hl.emi iI tin1Wd.AmAmen paitkiisitim44led Innet-AAn I beA.a,ll
o toss fussType y
A0090874
XR5LG1CL9 fL10 floor 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946. design®a l truss.com Run 8 020 s Auugg ]t 2016 Print. a.120 s Aug 16 2017 MiTeIr Industries. Inc. Fn Sep 29 13 45:41 2017 Page 1
ID:yPUCgG1LZTgtoRCOb7?INaz2jnS-ufDlzbwOeUZwgdMmvG6iHPmJ60kf bA?4oKIyYmUu
0-1-8
045.E II 1-5-0 2 30 = 2.6-0 8 ] 3.3 II
Dead Load Oed - 1116 m
3x3 = 3.6 =
LOAOING(psf) SPACING' 2-" CSI. DEFL. in loc) I/clef! L/d PLATES GRIP
TCLL 40.0 Plate Grip OOL 1.00 TC 0.78 Vert(LL) 0.00 5 "" 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) 0.07 4-5 >709 240
BCLL 0.0 Rep Stress Incr NO WB 0 23 Horz(TL) 0.01 4 n/a n/a
SCOL 5.0 Code FBC2014ITP12007 Matrix-P Weight: 25 lb FT = 0%F, O%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat)
SOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 659/0-3-8 (min.0-1-8)
5 = 735/0.7-4 (min.0-1-8)
Max Grav
4 = 659(LC 1)
5 = 735(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-299/0
BOTCHORD
4-5=0/736
WEBS
2-4=-810/0, 2-5=-951/0
NOTES-
1) Plates checked for a plus or minus 0 degree rotation
about its center.
2) 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.
3) CAUTION, Do not erect truss backwards.
4) 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 + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (pIQ
Vert. 4-5=-10, 1-8=-350(F=-250), 3-8=-100
4tt•rinitnpit—t'1IW rammir,MIN 1!ae141/rtnrRn•11rrjtlr14e1rwtrr•UIIt.Yppitir,r.fi• as tnnaipe glirrlre GrpI tow 6 it IAIm uwb&. m Ua bi.m mN.a I1L.1,
ain airrt ul4Waa 1p.I.,u A.v'waft Anthony T. Tombo 111, P.E.
r u ermir.owgeany.ufy ar.n.ao..ft.a.nN*..rrat Aeup..raan s ALaa ratiealNe,rriel lrq rmr aum/w6ni .ak7!r4 uq..YAa•r..rarany.rq 480083
a SOAR q..il.t.ti Il.lnu,••aatMY pondp~ditb"Iq.r1A•Wo.txfApYiYi 1. It WSW mod.rn a P dpia, 4451 St. Lucie Blvd
Nr.N40rdNre ripi•wgharsai wdiN lYh.tlropymnldiaildglivp..•Yut.m Lp.•/gMlel Y.iateN ammMd. 191 rort Pierce, FL 34446 q
yM01/11Allulhnut•A•Anil. held8,f.f. lepatrriin dAit ramN. u ui Ma it INAAW•diov 40 iMyll.ittitdwA-11 Rod fmut• Away 1. ImboM, ff.
job I russ I russ I ype Qty
xR5LG1CL9 FLI1 Floor 3 Fly A0090875
Job Reference (optional)
aa: w.n Run: a.uzu s A a1 zu,a rnnr a 12o s Aug ,0 201 LL iek rndusut". Inc. Fn Sep 29 13:45:41 2017 Pepe 1
IO:hA3xRN7kH GY sOsevncy2zOBnp•ufDlzbwOeUZwgdMmvG6iHPmUZOo4anibA?4oKlyY6Uu
0-1-8 30 c s.s =
1-3-0 2 1 1-1-0 3 SO B 4 s
U3=
4-1-0
Plate Offsets (X.Y)— 1:Edge,0-0-121. I5:0-1-2.Edael. f10:0.1-6.0-0-121
LOAOING(psf) SPACING- 2-" CSI. OEFL. in loc) Well Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Ven(LL) 0.02 6 999 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.10 Ven(TL) 0.03 6 999 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a
BCDL 50 Code FSC2014frP12007 Matrix-S Weight: 24 lb FT = 0%F, 0%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
SOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
pur ins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
5 = 214/0-3-6 (min.0-1-6)
9 = 214/0-6-14 (min.0-1-8)
Max Grav
5 = 214(LC 1)
9 = 214(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
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) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3-) nails. Slrongbacks 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.
LOAD CASE(S)
Standard
w,•Ir rryRa+. r uroa lnuaryuularnl uul /uuocsmloll atrysaannlavr. "ate l..car .rrf..n urar Me ti rr m l la. art r>.. u.rar. trsu d"m W tar aL*k
Wn 1f leffr0a.far4lMaYM If. hers" hp pi-0rt./ahYfataq IMapa• arcgtrn dapdrif.Iq)ta MP06g b• a"1r1f 0 tr #4ma a IMap,ara MI. Aa"afafpn utlaf,aaYg Anthony T. Tornbo III, P.E. a1.u/MGnfkrgl.lYlbf•.rya6Yl/r0aa.r0.a'r.i.C.1*aaafYY a,aYeM1YLCYL[a101fdYllgnia11M6pn.d/rlMalalWM/YImrYMh)dY V.q.aalralYyJOMYeywJ/g1 S BOBB3p7trgYfgfaall.acaf 11atrf0Ma YlMalrr.m.f alAi111bI.Mgf.Iraa11p11raYa g1 1Y1y1ry 01alYln.devll/si r1 Qrl1/rl4nyaYlYl ala\I/Yhnllnpa,lgak"Igwaallm/La iw.ab 4451 St. (ruck Blvd. rnuarly.fnra algaa..tiry.11a fn.trf/ ltrtrafMerlp sMirtrdngku^,a0ugm4pu/qMy YaIWMuua.nYaalRl
Fort Plerce, FL 34946
gpltk 0 lllt kI lId IfRu, • AAIry 1.Ilolra, f.t. Irp.irrtral ddif 1almge at Ma IspJluel.alra M n0ln radfur bonL-1 lyd knur • Wrg LION"m, ft.
W W
1 2 J 4
LOADING(pso 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 FBC20141TPI2007
LUMBER -
TOP CHORD 2x4 SP No 2(gat)
GOT CHORD 2x4 SP No 2(gat)
WEBS 2x4 SP No 3(gat)
OTHERS 2x4 SP No 3(gat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-1-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 4-1-0.
lb) - Max Grav
All reactions 250 lb or less at joint(s)
8, 5, 7, 6
FORCES. (lb)
Max. Comp./Max. Ten - All forces 250 (lb) or less except
when shown.
NOTES-
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.
LOAD CASE(S)
Standard
CSI. DEFL. in (loc) Well L/d
TC 0.08 Vert(LL) n/a n/a 999
BC 0.01 Vert(TL) n/a n/a 999
WB 0.03 Horz(TL) 0 00 5 n/a n/a
Matrix-R
PLATES GRIP
MT20 244/190
Weight: 20 lb FT = 0%F, 0%E
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al—opIO11 Andwy T. TomOo Ill. P.E.
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tl..r Ar/ 41(regrq..u Apra nMrL r II 14Yptsp—Q1 r Ifq 414W.. 4 IkwhP• dal M..1 u q hdrnn ardd.4M. fart Pierce, FL ]4946
tgrri0OnilAdtrdhrnn-AN.rf1.I421*111,10.11, tepNrmd0ilr•rn.aafla,i1PdAae1•Ar.10/•rdMf i[wnSaA•1lydtMnn AAwjl.l•eMO,rL
Job I russ Truss I ype
XRSLGICL9 HJ2A Olagonal Hip Girder 2 IP'
y
I
Aoosoen
13-1r__-- o ___
Job Reference (optional)
A%Y...........+... nun: o.1N s Aug 16 2N1 r 1•nnl: 6.120 s 16 2017 MITak Industries, Ire. Fri 29 13:15:12 2017 Page 1
IO:t1A3xRN7kH8GY_sOsevncy2z Bnp NmgBxxOPnhnHnxyTzdxgd exg87Jfd1OfpLslyYmUt
1-5-0 3-5-11
1-5-0 3-5-11
2.4 =
3-5-11
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 4-7 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.11 Vert(TL) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
3 = 80/Mechanical
2 = 24310-10-15 (min.0-1-8)
4 = 42/Mechanical
Max Horz
2 = 78(LC 4)
Max Uplift
3 = 51(LC 8)
2 = 156(LC 4)
4 = 2(LC 8)
Max Grav
3 = 80(LC 1)
2 = 243(LC 1)
4 = 58(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=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-" 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 51 lb uplift at joint
3, 156 lb uplift at joint 2 and 2 lb uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 9 lb
down and 8 lb up at 1-4-9, and 9 lb down and 8 lb up
at 1-4-9 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 (13).
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: 8=-7(F=3, B=3)
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rtn rlwurr.rrrm•rra a. Miltyl,•uo.,fprtq.sfr r.le pwn..rr/rrr.'.,,ercrgrrro*eruyanryororrrue..real.lra.p wr.rnnrry Anthony T. Tombo I[I, P.E. raeret urquykr.y.segere.•..rF..r..rmrrer.rkryrY.,r.rexr¢rtrrrr••ke rtat ry rnrr ul.vert.urwgr rryr.ar..r rrrrny.rrgeI 080083reryrq.nlrar ura o.•.rnrrr.aarr.•snerryt rfgrarplyp rhnrw dwr r.r. wrrnrny.rr ran/rkerr p.,t.n r ptir.rtmr r.rro,.am 44S1 St. Wde Blvd. Oniukrlt..fraplr•nyh prirril 6kmru trt.a Wtr•grut... k.uflm ywfq My tl.rYraton YM•IM1I
Fort Pierce, Ft. 34946
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Job I rusS truss Type Qty Ply
A0090878
XRSLGICL9 HJ3A Diagonal Hip Girder 1 1
Job Reference (optional)
At Roof Trusses, Fort Were, FL 34946. desgn@alttuss.com Run. 8 120 s Aug 16 2017 Print: 8 120 s Aug 16 2017 MiTek Industries, Inc Fn Sep 29 13,45 43 2017 Page 1
ID:hA3xRN7kHBGY_sOsevncy2zOBnp-r1 L2OHyfA5pevxW91 hBANgrOVDTL2ttudJ2vOByYmUs
1-5-0 4-2.3
1.5.0 4-2-3
2.4 =
4.2.3
LOADING (psf) SPACING- 2-" CS1. DEFL. in loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190
TCDL 100 Lumber DOL 1.25 BC 0.17 Vert(TL) 0.03 4-7 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 100 Code FBC2014/TPI2007 Matrix -MP Weight: 15 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
GOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 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)
3 = 100/Mechanical
2 = 269/0-10-15 (min. 0-1-8)
4 = 52/Mechanical
Max Horz
2 = 79(LC 4)
Max Uplift
3 = 63(LC 4)
2 = 196(LC 4)
4 = 43(LC 5)
Max Grav
3 = 100(LC 1)
2 = 269(LC 1)
4 = 72(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vul1=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft;
Cat. II; 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 63 lb uplift at
joint 3, 196 lb uplift at joint 2 and 43 lb uplift at joint 4.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 50
lb down and 8 lb up at 1-4-9, and 50 lb down and 8 lb
up at 1-4-9 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: 8=-7(F=-3, B=-3)
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am, r iaigksq.irn ar. b Wind k gemrpn/ tab"( r.ruu ir.siaWiriki g Mod SOU Ift"kpoeMa. Ini.rrknyaweiiran/rkmkip.,Ian k.p ega.rinukru....ru 4451 St. Lucle Blvd.
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Job I fuss Truss I yp@ ury ply
xR&G1CL9 HJ6 Diagonal Hip Girder 2 1
A0090679
oMrr .- =M o T_ Job
Reference (optional) mow• •^• ..
wy„'y. •••• nun: 6. 120 s lb Lull tm l: C.IZe le full m i ek Indusines, Inc Fn Sep 29 13:45:44 2017 Page 1 10:
hA3xRN kH8GY_sOsev=ZAO np-JEuRcczHxPxVX55LbO1WlOptd19n971szlSwdyYmUr 4-
4-0 7-9-5 1.
5.0 4-4-0 3-5.6 Loud
Den. • 114 in 2.
e3 rl2 tt
10
T1 2
1
al 12
13 4 30 =
p-
4-1Q 7-9-5 04-
10 71-12 1 LOADING(
psf) SPACING- 2-" CSI. OEFL. in loc) Udell Ud PLATES GRIP TCLL
20.0 Plate Grip OOL 1.25 TC 0.88 Vert(LL) 0.32 4-9 289 240 MT20 244/190 TCOL
10.0 Lumber DOL 1.25 SC 0.39 Vert(TL) 0.36 4-9 260 240 BCLL
0.0 ' Rep Stress Inc, NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL
10.0 Code FBC2014frP12007 Matrix -MP Weight: 26 lb Ff = O% LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP M 30 BRACING -
TOP
CHORD Structural
wood sheathing directly applied or 6-0-0 oc pudins.
BOT
CHORD Rigid
ceiling directly applied or 10-" oc bracing. MiTek
recommends that Stabilizers and required cross
bracing be installed during truss erection, in accordance
with Stabilizer Installation uide. REACTIONS. (
lb/size) 3 =
193/Mechanical 4 =
114/Mechanical 2 =
441/0-4-15 (min.0-1-8) Max
Horz 2 =
112(LC 4) Max
Uplift 3 =
143(LC 4) 4 =
109(LC 5) 2 =
360(LC 4) Max
Grav 3 =
193(LC 1) 4 =
145(LC 3) 2 =
441(LC 1) FORCES. (
lb) Max.
Comp./Max. Ten. - All forces 250 (lb) or less except when
shown. NOTES-
1)
Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=
116mph: TCOL=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;
porch left exposed: Lumber DOL=1.60 plate grip
OOL=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 ps(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 143 lb uplift at joint
3, 109 lb uplift at joint 4 and 360 lb uplift at joint 2. 7)
Hanger(s) or other connection device(s) shall be provided
sufficient to support concentrated load(s) 20 lb
down and 20 lb up at 2-1-12. 20 lb down and 20 lb up
at 2-1-12, and 47 lb down and 66 lb up at 4-11-11, and
47 lb down and 66 lb up at 4-11-11 on top chord, and
3 lb down and 22 lb up at 2-1-12, 3 lb down and 22
lb up at 2-1-12, and 23 lb down and 62 lb up at 4-
11-11. and 23 lb down and 62 lb up at 4-11-11 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 (8). LOAD
CASE(S) Standard
1)
Dead + Roof Live (balanced): Lumber Increase=1.25 Plate
Increase=1.25 Uniform
Loads (pin Vert:
1-3=-60, 4-5=-20 Concentrated
Loads (lb) Vert:
11=-8(F=-4, 8=-4) 12=-5(F=2, B=-2) 13=
32(F=-16, 8=16) Il.
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t•4Mgl.loos,N,rLkpamu•d0ii/wwe,ualMgitFAAW/.mwtMaukepanitfobm4.1tedlnnn•AAiryl.ha$10,rl. rortPierce,
FL 34946
Job I fuss truss T957e Uty ply
A0090880
XRSLGICL9 HJ7 Diagonal Hip Girder 5 1
Job Reference (optional)
A 1 Roof Trusses. Fort Pierce. FL 34946. design®a 1 truss.eom Run: S.120 s Aug 16 2017 Print S.120 s Aug 16 2017 MrTek Industries, Inc Fn Sep 29 13 45 45 2017 Page 1
ID:hA3xRN7kH8GY sosevncy2zOBnp-nOSppyzvii3M8EgX85AeSFx3iI3wWXfB5d27T3yYmUq
1-5-0 4.11-0 9-10-1
1-5-0 4.11-0 4-11.0
Oead Load OeO. a Main
4oe 11
1.5e4 11 e
3e4 =
4-11-0 9-10-1
4-11-0 4.11-0
Plate Offsets (X Y)— 2:0-1-8 0-0-51
LOAOING(psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.55 Vert(TL) 0.13 7-8 893 240
BCLL 0.0 ' Rep Stress Incr NO WB 038 Horz(TL) 0.01 5 n/a n/a
BCOL 10.0 Code FBC2014frP12007 Matrix -MS Wind(ILL) 0.03 7-8 999 240 Weight: 44 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
SLIDER
Left 2x4 SP No.3 16-0
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 9-11-1 oc bracing.
REACTIONS. (lb/size)
5 = 155/Mechanical
2 = 468/04-9 (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=-281/118, 3-13=-755/259,
4-13=699/260
BOT CHORD
2-15=-351/697, 15-16=-351/697,
8-16=-351/697, 8-17=-351/697,
7-17=-351/697
WEBS
4-8=0/255, 4-7=-749/377
NOTES-
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 36-0 tall by 2-" 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 113 lb uplift at
joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6.
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. 78lb 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 14-9, 10
Ib down and 9 Ib up at 1-4-9, 13 lb down at 4-2-8, 13
Ib down at 4-26, and 33 Ib down at 7-0-7, and 33 Ib
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 (8).
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, 8=31) 14=-85(F=-42, 8=42)
16=4(F=-2, 8=-2) 17=-54(F=-27.8=-27)
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Job Truss I ype Qty Pry
xRSLG1CL9 nA Jack -Open 4 1
A0090881
Al Re 1L narua ,beinn.W n l,n.ea ,•...., e.._.. ....
Job Reference (optional)
w —.7 R1n1: e.1N a allg le -'Ulf Mi lak Irieu5Uie3, Inc. Fri Sao 29 13 45N5 2017 Page 1Run;
GY sOsevncy2.OBnp-nQSppyzvii3M8EgX85AeSFxAo1BZWeMB5d2?T3yYmUq1-0-0 2-"
Z-0 2$0
2b4 =
LOADING(psf) SPACING- 2-" CSI. OEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 SC 0.06 Vert(TL) 0.00 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 56/Mechanical
2 = 170/0-M (min.0-1-8)
4 = 29/Mechanical
Max Horz
2 = 65(LC 12)
Max Uplift
3 = 39(LC 12)
2 = 71(LC 8)
Max Grav
3 = 56(LC 1)
2 = 170(LC 1)
4 = 42(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=S.Opsf: BCDL=S.Opsf; h=25ft;
Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to
2-5-4 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 3-0-0 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 39 lb uplift at
joint 3 and 71 lb uplift at joint 2.
LOAD CASE(S)
Standard
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rryrgl.rtm ubw,sw.ratrr
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o truss Type ty y
A0090882
XRSLGICL9 1'-2-7 Jack -Open 6 1
Job Reference (optional)
AI KOor IrUsses, rOn MEMO, M .P D. aes,gnrHa- Run, 8 120 s qug 16 2017 Print: 9.120 s Aug 16 2017 Welt Industnes. Inc. Fn Sapp 29 13.45,46 2017 Pape 1
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1-0-0 2-6-0
1-0-0 2-6-0
2.4 = 2.4 II
2.6-0
Plate Offsets (X,Y)- 13:0-1-4.0-1-01
LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Ven(LL) 0.00 8 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 125 BC 0.04 Ven(TL) 0.00 8 999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 8 999 240 Weight: 11 lb FT = 0%.
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide
REACTIONS. (lb/size)
2 = 164/0-8-0 (min. 0-1-8)
4 = 628/Mechanical
Max Horz
2 = 75(LC 9)
Max Uplift
2 = 75(LC 8)
Max Grav
2 = 164(LC 1)
4 = 628(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-620/275
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf. BCDL=S.Opsf, h=25ft,
Cat. It: Exp C; End., 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) 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
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 75 lb uplift at
joint 2.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 550
lb down and 167 lb up at 2-34 on top chord The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced) Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (pin
Vert: 1-3=-60, 4.6=-20
Concentrated Loads (lb)
Vert: 3=-550
bottom chord and any otner members
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OSS fuss Type
A0090883
xR5LG1CL9 1,-3-A Jack-Open 3 1
Job Reference Jo,final)
Al Roof Trusses, Fan Pierce, FL 34946, despn@altruss.eom Run. 8.120 a Auugg 16 2017 Print, 8.120 s Aug 16 2017 MiTak Industries, Inc. Fri Sep 29 13:45:47 2017 Page 1
10:hA3xRN7kH8GY sOsevncy2zOBnp-ipaZEe99EKJ3OYgwGWD6XgOVdrgk_WsUYxX6XyyYmUo
1 0-0 3-"
1-0 0 3.0-0
2x4 =
3-0-0
LOADING(psQ SPACING- 2-" CSI. DEFL. in loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 SC 0.14 Vert(rL) 0.01 4-7 999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCOL 10.0 Code FBC2014/TPI2007 Matrix -MP 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 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" 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 = 71/Mechanical
2 = 188/0-8-0 (min.0-1-8)
4 = 37/Mechanical
Max Horz
2 = 67(LC 12)
Max Uplift
3 = 43(LC 12)
2 = 103(LC 8)
4 = 31(LC 9)
Max Grav
3 = 71(LC 1)
2 = 188(LC 1)
4 = 52(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. It: Exp C: End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-", Interior(1) 2-" to
2-114 zone; cantilever left and right exposed; end
vertical left exposed; porch left exposed:C-C for
members and forces .S MWFRS for reactions shown:
Lumber OOL=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 43 lb uplift at
joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4.
LOAD CASE(S)
Standard
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P.%" s.n.lr" Anthony T Tamta 111, P.E. ra4r.uar
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N,r2. ftpr.ikardlGtrmretW,aWlbill. ItprlAWW6411tMWilk.reniifiurNAlled lut.t•ArA11g1.1.nl.m,h.l.
Job Iru s NSS ype Uty
A0090894
XR5LGICL9 J6 Jack-0pen 3 1
Job Reference o tional
A 1 Roof Trusses, Fort Pierce, FL 34946, design@a 1 truss corn Run 8 120 s Aug 16 2017 Print, 8.120 s Aug 16 2017 hbTek Industries, Inc. Fn Sep 29 13'45,47 2017 Page 1
10 •hA3xRN 7kH8GY_sOsevncy2zOBnp•ipazEe?gEKJ3OYgwGW 06XgON Xry0_W SUYxX6XyyYmUo
1.0-0 5.6-0
1-0-0 5-6-0
3,4 =
5-2-12
Oead Load Den . 1116 m
LOADING (pso SPACING- 2 0 0 CSI. DEFL. in loc) I/deb L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0 18 4-7 360 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) 0.11 4-7 569 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 19 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 5-6-0 oc
purtins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 140/Mechanical
4 = 72/Mechanical
2 = 283/0-3-8 (min. 0-1-8)
Max Horz
2 = 111(LC 8)
Max Uplift
3 = 105(LC 8)
4 = 70(LC 8)
2 = 219(LC 8)
Max Grav
3 = 140(LC 1)
4 = 99(LC 3)
2 = 283(LC 1)
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=S Opsf; h=25ft;
Cat. II; Exp C; End., GCpi=0.18: MWFRS (envelope)
and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to
5-5-4 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 105 lb uplift at
joint 3, 70 lb uplift at joint 4 and 219 lb uplift at joint 2.
LOAD CASE(S)
Standard
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rtar,a,p.rm.r um,aa..rtrrrpe.irpr,.rtwteyIII rwntr..rrpod rs.. Arian,rnyrrwrut4rkn,r,p..iM,kigtpi.rrumwn..611 4451 5t LuoeBlvd. An•r1 Y1M
a(ata7rga.•t l!ll.an.np,/ I.ka,r.lalr.k Nlr teykup,.hNf.m l,pa tq rrl tlagartlan., nartl. al FOR Pierce, FL 34946 gpitk 0 MI1
A I roof Inssn l.Mq 1. htiOdA, rJ lep lwa oldis lame.io 01low n pabAM naal IM nilkynai'sis. kr 41 led hart AnAtq L Iaa1NA, r 1.
O Nss N55 ype y
XRSLGICL9 J7 Jack -Open 10 1
A0090885
Job Reference (optional)
a•., ucaypya,uu>s.unn rtun: o.l[u a A la Zu1I 1-nnt: a.1Z0 s Aup 16 2017 MiTek Industn", Inc. Fn Se 29 13.45:48 2017 Pape 1
ID:hA3xRN7k 8GY_sOsevncy2zOBnp-8?8xR_On?dRW1iP6gEkL4uNE1vjz6dnbGg3OyYmUn
1-0-0 7-"
1-0 0 7-"
Oead Load Oell.. 3116 in
3.611
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.89 Vert(LL) 0.10 5-8 818 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.31 5-8 272 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 4 n/a n/a
BCOL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.20 5-8 414 240 Weight: 26 lb FT = 0%
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 or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
4 = 183/Mechanical
2 = 342/0-3-8 (min.0-1-8)
5 = SO/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. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-485/26
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; End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) -1-" to 2-0-0, Interior(1) 2-0-0 to
6-114 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-" 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 133 lb uplift at
joint 4 and 92 lb uplift at joint 2.
LOAD CASE(S)
Standard
a..p•rr. rptm.. r•1 i r10 tou6(1Ntr3alw cut 1 a141mro.tvltrymoatrwlrr. tA.Ygpis.,.rnr....r. r.nr,*r,tncrr wy t lr.r;rr.t.r... fYnrs, w, tlu.l.ur ar.r nki
rta..>.pp. Wllnrrrtoaknb u.imlky yr.{.-fplty..lr,r,tr,pn,u.wp..r•urn.,a rtrr ra ruysrort•q.r.al. hao'.u.rymr.a,ry Anttany T. Tornbo III, P.E. Ir d1.Nub"krrer,ry."drOwn.rO.lr.rmd•..ftN* W-,.r.randra•rsrrr ".• lML& M.11WMroww-11.p ,.ryrrr{uW..mr•.rbarynerrny.h%d mull"
hp..l.t.r Mn.u,..rMlrrr erpdnZrkiWr4A.r1(plc.r.InitrMauhlllrf[/n.`.1rpH. Rlornrn z
3 ywurnrrr.
erkmeQ.,t.or.•1y..rtmr m.al....ao 4451 5t. hide BW. .a....arrglt.rry.rq..nygapr.nkr lkknlm try..slOtrlarryl,oP,.kA>}p.Up..fgMlry tlo'WurnnnW.IM. Fort
Plerce, FL 34946 rypi1k0111{{
IIIdLn1n•1.tllryl.IlallIA,11, fep.1.cdad6i/MwM,il.rytoo. ilptll4ll.AwtMeirlpeainiuh4a{•IhdLllul•Al6lryl.lud4II,1J.
Job NSS NSS ype y
A0090886
XR5LG1CL9 J7C Jack -Panel 5 1
Job Reference (optional)
AI n001 IrUSSSS. r0n rrerce, M asy.o, aesgn®a
3r4 =
Run. 8.120 s Aug 16 2017 Print: 8 120 s Aug 16 2017 MiTek Indusuies. Inc. Fn Sep 29 13:45 49 2017 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zO8np-fBiK1K 1 PmxZndszlNxFac55lieS4SOMm7FODcryYmUm
7-6-0
7-"
7-6-0
Bead Load Den. - 114 In
Plate Offsets (X Y)— 1:0-1-4,0-0-21
LOADING(pso SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP
TCLL 200 Plate Grip DOL 1.25 TC 0.55 Veri(LL) 0.11 3-6 827 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 8C 0.41 Vert(TL) 0.34 3-6 263 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 1 n/a n/a
BCOL 10.0 Code FBC20141TP12007 Matrix -MP Wind(LL) 0.19 3-0 472 240 Weight: 23 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-" 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)
1 = 297/0-3-8 (min.0.1-8)
2 = 201/Mechanical
3 = 97/Mechanical
Max Horz
1 = 150(LC 12)
Max Uplift
1 = 71(LC 12)
2 = 145(LC 12)
Max Grav
1 = 297(LC 1)
2 = 201(LC 1)
3 = 140(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=S.Opsf; BCOL=S.Opsf; h=25ft;
Cat. II: Exp C; Encl., GCpi=0.18, MWFRS (envelope)
and C-C Extenor(2) 0-" to 3-", Interior(1) 3-0-0 to
7-5-4 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 71 lb uplift at
joint 1 and 145 lb uplift at joint 2.
LOAD CASE(S)
Standard
aniylw Hw'lin,..r'111110 Imw;vutr3arw run ruwncmm.lmm.nauasimAirr. Irla.nr rr...e.lnnr,*e.Palrr..1 is u.rI
61n a pl.drn.Ir u11111ak 11..hn116 ER— Ir IPA bpwl4ul.ylY.4rlal.-M.4rinYua.I.pal ierrtln rtr au'4r NOW, gal.YUlr4.ra ill I hYurnrprtlrq u.4rta04l Anthony T. Tombo III, PE
ra4r11m1r h.rihruy.sr14ra.a,ra.ni.iRwelw.rWgry.,.ru6natrKYlttrrldNie)lirllFl hpns•/rlYryrY.v/YLnlr lnaY.q.rtrrhaquOYrnip rq J 80083
ri.th 6.p.irsr u.alu..rmrrpanrr.a.nor.ryi.*rlahrsryfhW,rthinrwn a..erpnrr. nuarnrnr.,irnrrl4r n16rr..lmlrupt..imlhaas....ao 44$1 St. Lucie Blvd.
h.m i lr.t.a7r T•n4h nal.whl/ Ir tin+rod(rp.hlal Wgko1..•hnll.a.l.pwaq.rla tla lrauan Mr•TI Fort Pierce, fL 74946
otp*0HIIAdlad hnut-A.6utI Wds19,It. trlldadiad6u4rwe.afly h1411FAAatr.dta161a0ryer.itli.h..AIlodlwtut•Ar6rgl.lablt,r.l.
1013 1 rusS Truss I ype uty Ply
xR5LG1CL9 M7G Jark•ClosedGirder 1 1
7A009068
Job Reference (optional)
sses. ... via,.o, FL 34946. eeagrQa .wsa - nun: "' " s 16 201 r Pnnl. 6.I20 s Aup 16 2017 66Tak Industries, Inc Fn Sep 29 13:45:49 2017 Page 1
ID:hA3xRN7k 8GY_sQsevncy2zOBnp fBiKIKIPmxZndszlNxFae55rWeKYSGKm7FODcryYmUm
36-0 7-0-0
36-0 3-"
1.514 II
Guam
3.611 Jub.41 4i4 =
Us - JUS26
Plate Offsets (X,Y)- 11:0-".0-2-141,12:0-1-8,0-1-81,14:0-1-12.0-2-0I 15:04-8 01-81
LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.18 Ven(LL) 0.03 4-5 999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.95 Ven(TL) 0.07 4-5 999 240
BCLL 0.0 ' Rep Stress Incr NO W8 0.64 HOf2(TL) 0.02 4 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 20 SP No.3
WEDGE
Left: 20 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-9 oc
punins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-9-13 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 1480/0-3-8 (min. 0-1-12)
4 = 1564/Mechanical
Max Horz
1 = 138(LC 8)
Max Uplift
1 = 422(LC 8)
4 = 523(LC 8)
Max Gray
1 = 1480(LC 1)
4 = 1564(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-2109/592
BOT CHORD
1-9=-643/1912, 5-9=-643/1912,
5-10=-643/1912,4-10=-643/1912
WEBS
2-5=-427/1579, 2-4=-2152f724
NOTES-
1) Wind: ASCE 7-10; Vul1=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf,, BCDL=5.Opsf. h=25ft:
Cat. II; Exp C; End., 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 nonconcurent 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-" 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 422 lb uplift at
joint 1 and 523 lb uplift at joint 4.
7) Use USP JUS26 (With 10d nails into Girder 8 10d
nails into Truss) or equivalent spaced at 2-0-0 oc max.
starting at 16-12 from the left end to 5.6-12 to connect
truss(es) 802 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to
front face of bosom chord.
8) Fill all nail holes where hanger is in contact with
lumber.
9) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 5=-832(F) 9=-832(F) 10=-832(F)
Yui•fknr rnyhmY. r •41 tla fiN6lvuvlamx QIAA OOIOrilAxal'G91'IxnmfligAl'r. Ml f lr.a.rir rnab km k'M N.gllklrrrsq I Irilll t4nmxr tn ea Mu dw. adar IW,rI
I
1wa.r:lrllarwrndrrlY.wdtrnrlm,ueal...fKdlf4..lrw.rndt rrr.arae.4rnrw.p.m,nyaarlrrr*.r.yrruapl.rnl.iwmi haym.r ra rwl
r.eiwlmr.l.yaAn Y T. II0.E. rY161r
rrtra.nerur.rf6rrRunr.Irldlr(r,.rf/glrrrpl$rYYdh 014dL6w0h.rlrpiedplcv IPA mndrW ba", IikeplijirlPO'+" 4451 St lode ON. mwh.tra rrs...h dl.r .rti a ruapta.ealr wrl r.... u.,tp. cy..4.1 wn nsrct en erd.au. glry60111AA14dLnu1•
Aeaall.lwb6l,rtfrynl tirdilkilknt.irall anl 4Mei0m6raaaonshfm6a41Rod4rtur•Aal®l al1.lrk.,rFatMerte,FL 349/
6 ra
Job truss truss lype uty
A0090OW
xR5LG1CL9 VO4 Valley I 1ply 1
Job Reference (optional)
A I Root Trusses. Fort Pierce. FL 34946. design®a 1 truss corn Run 6 120 s Aug 16 2017 Print 5.120 s Aug 16 2017 MiTek Industries, Inc Fn Sep 29 13.45:50 2017 Page 1
ID:hA3xRN7kH8GY_sOsevncy2zOBnp-BNGisg 12WFheFOYVxfmp9Je2C2tWBtcwEvlm8HyYmUI
2-0-0 4-"
2-" 2-"
5.00 F12 2 3x4 =
2.4 2x4
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.07 Veri(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 10 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 4-0-0 oc
puritns.
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 uide.
REACTIONS. (lb/size)
1 = 100/3-10.13 (min. 0-1-8)
3 = 100/3-10-13 (min. 0-1-8)
Max Horz
1 = -9(LC 13)
Max Uplift
1 = -29(LC 12)
3 = -29(LC 13)
Max Grav
1 = 100(LC 1)
3 = 100(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10: Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf, BCDL=S.Opsf; h=25h;
Cat. 11; Exp C; Encl., GCpi=O 18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
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 29 lb uplift at
joint 1 and 29 lb uplift at joint 3.
LOAD CASE(S)
Standard
MtamM.n. Y'1I txr msl6ryuv1aA[ut itllt oCrtbR lNG(11N1tl01r':J4lftr ti Mh Yp'.t......r r.• b 4.a M OnaitE'rtw l.rol L Isllf i4nm W.te...ti Yml..m s.l.fa Iw,q
61.n.xr.0M"I""WbYIN.4A/h. I..kWq—iu,llsMfq.QL/w91M q.ogre.4tir ipulnytatMiYYty/Yuy Y.ugO1.rI)1rI,w IM.hYuP t a.YOImN.t WIM Anthwy T. Tomb* III, P.E.
r..Irs ketY.i4tl.l.r.4.w"iY4a. n.eads wki:. p..il(LgYy.t.. •..C. dd. tl.t. a.W%bg ragirr till h w41..111rpi.Yu44.Imt.tl4 sriq.nxq.,.rYrrtnq od. s..pfYl1 s amt••+
g
4tIf b"winift.a. Nih d- ..xY..rtbllMln.. Mt¢., InnMgfgwriins.ruu..a. 4451 5t. Lude Blvd.
O..wM.lq.1.e.ogrr..ml Apn...A.t.e.uM.ph'neQl..lid HvA..tm.hw hpw 4.}Iteg lrmtRatlty—ddr.11u Fart Pierce, FL 34946
Wn41i 0111111•I led lnttn-Aaat IrnMOI,rL Itipm1wos d Oit Atmd. salive, n p4Q.4.40 lt.i4fet rnensitt bee A4 ld lotus Atea I•Itctm,ft
job I ruse I fuss I ype ry
xRSLGICL9 voll Valley 1 Fly I
A0090889
1 Onnr Tn.e.- Cnw O:-... CI
Job Reference (optional)
wro••a•••••-••w••—.,cus wairrnnr.a.lzus"1azu1rIwletIlldustnes.Inc. FnSe 2913.45:502017 Page
ID:hA3xRN7k GY_sOsevncy2zO8np-SNGisgl2WFheFOYVxfmp9Je?G2t08sWwEvlm8HyYmUI
4-0-0 8-"
4.0-0 4-0-0
04 =
2c4 4 I.Sx4 II 24C
7-11.6 10
LOAOING(pst) SPACING- 2-" CSI. OEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WS 0.07 Horz(TL) 0.00 3 n/a n/a
BCOL 10.0 Code FBC2014frPI2007 Matrix-P Weight: 24 lb FT = 0%
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.
BOT CHORD
Rigid ceiling directly applied or IG-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
1 = 128f7-10-13 (min. 0-1-8)
3 = 128f7-10-13 (min. 0-1-8)
4 = 263/7-10-13 (min.0-1-8)
Max Horz
1 = 24(LC 16)
Max Uplift
1 = 53(LC 12)
3 = 57(LC 13)
4 = 44(LC 12)
Max Grav
1 = 128(LC 1)
3 = 128(LC 1)
4 = 263(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf: h=25ft;
Cat. 11; Exp C; Encl.. GCpi=0.18: MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed: end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown: Lumber
DOL=1.60 plate grip OOL=1.60
3) Plates checked for a plus or minus 0 degree rotation
about its center.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 fist bottom
chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 53 lb, uplift at
joint 1, 57 lb uplift at joint 3 and 441b uplift at joint 4.
LOAD CASE(S)
Standard
aq•Irur Mlla•t.r'NOf/ali f901 lamullotmamdullnl(q•0j4v7naillrr. rA thp+.t,r+rr rar.r r lnl;rrmlwl li rl.anml e/.. YaAi..m at1 rIY.4
I
alaarrfrnarr rrrm.I.r a.xnrw4r Rti4 l dr,r n,qn,.i..wwr<4rrrnrr.qml.agrrrsM.ry rabad.rnl.q,r.ou n ymgr.t+lafr.srlMrmaantnrNJ604aaargar/r,rer.re MIAanY T. , tll, P.E.
rtirlr]prrr r. ItalYr r Drr/anlr
aarrll rq,aruralr/,rltrrrfaa,a r by"pd PDrgW m4rlwttaM r gdq,.Yr,rta tl/rr,ger/
a..m.rry.trv r•p..Alan na+f.hM l9.taplt t Yraa 1m11asaa4 dY11nd..rr Yy pltlnrny.srarfanarh cal..tm rl rlwrl r.rr.,rm
tryal qMq uapftIrnnafdra CM. 4451 SL Lude Blvd.
Fat Plefce, FL 34946lsnri4u0lllsldRedlmwmaal -Al.laM0l,rt lepdwtiudaitlMant.raryl,8plil'ad.uMud0nanrnaitwahnblled Lanet•WMg11aSf0,rt
o russ ype y
A0090890
xR5LG1CL9 V12Eruss GABLE t 1
Job Reference (optionall (optional
Al Roof Trusses. Fan Pierce, FIL 34946, design@altruss.com Run: 8.120 s Aug 16 2017 Print 8 120 s Aug 16 2017 Weir Industries. Inc. Fn Sep 29 13:45.51 2017 Pape 1
ID hA3xRN7kH8GY sOsevncy2zO8np-cap4402gHYgV197hVMH2hWBBCSOHwJP3TZVKgiyYmUk
5-2-0 104-0
r 5-2-0 5.2-0
4x4 =
e 7 6
2.4 ;: t 5v4 II 1 50 II 15.4 II 2.4
LOADING (psf) I SPACING- 2-" CSI. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 I Plate Grip DOL 125 TC 0.17I Vert(LL) I n/a n/a 999 MT20 244/190ITCOL10.0 i Lumber DOL 125 8C 0.10 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 Matrix-SI I Weight: 37 lb FT = 0%d
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 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation auide
REACTIONS. All bearings 10-4-0.
lb) - Max Horz
1= 36(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
5 except 7=-121(LC 1), 6=-143(LC 13),
8=-143(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
1, 5, 7 except 6=331(LC 1). 8=331(LC
1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
4-6=-230/315, 2-8=-230/315
NOTES-
1) Unbalanced roof live loads have been considered for
this design
2) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph: TCDL=5.Opsf, BCDL=5.0psf: h=25ft:
Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) 0-4-3 to 3-4-3, Interior(1) 3.4-3 to
5-2-0, Exterior(2) 5-2-0 to 8-2-0 zone; cantilever left and
right exposed ; end vertical left exposed;C-C for
members and forces 8 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) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live loads.
6) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-" wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 5 except (jt=lb) 7=121. 6=143. 8=143.
LOAD CASE(S)
Standard
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Old—jVI laadW"Wb A.N..Y Andwy T. TpnDO lit, PE.
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Job I ruse I ruse I ype
A0090691
XRSLGICL9 VM3 Valley 1 t
Job Reference (optional)
Al Roof Trusses, Fort Pierce, FL 34946. desgr@aluuss.com Run: 6.120 s Aug 16 2017 Print: 6.120 s Aug 16 2017 MTek Industries, Inc. Fri Sep 29 13:45:52 2017 Page 1
I D:hA3xRN7kH8GY_s&evnc 2zOBnp-4mNSHM312syMUJd24oHEkiNlsalfnSDiCEl09yYmUj
3-0-0
3-0-0
2R4
LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(rL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 2 n/a n/a
SCOL 10.0 Code FBC20141TP12007 Matrix-P Weight: 8 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 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
1 = 90/2-11-6 (min.0-1-8)
2 = 6712-11-6 (min.0-1-8)
3 = 2212-11-6 (min.0-1-8)
Max Herz
1 = 46(LC 12)
Max Uplift
1 = 22(LC 12)
2 = 53(LC 12)
Max Grav
1 = 90(LC 1)
2 = 67(LC 1)
3 = 45(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=S.Opsf. BCDL=S.Opsf; h=25ft;
Cat. II; Exp C; End., 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) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonooncurrent 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-M wide will fit between the
bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value
using ANSIIfPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s)1, 2.
LOAD CASE(S)
Standard
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q
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o russ russ ype y
A0090892
xR5LG1CL9 VMS Valley 1 1
Job Reference (optional)
At Roof Trusses, Fort Pierce, FL 34946, design@atlruss com Run. 8.120 s Auugg 16 2017 Print 8 120 s Aug 16 2017 MiTek Industries, Inc Fn Sep 29 13.45:52 2017 Page 1
ID.hA3xRN 7kH8GY_sOsevncy2zOBnp-4riNSH M312syM UJlt24oH EkjNesaGfn5DiC E1D9yYmUj
5-0-0
5-0-0
2.4 i I.Sx4 II
LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud
TCLL 20" Plate Grip OOL 1.25 TC 0.12 Vert(LL) n/a n/a 999
TCDL 10 0 Lumber DOL 125 BC 0.06 Vert(TL) n/a - n/a 999
BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10 0 Code FBC2014/TPI2007 Matrix-P
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 5-0-0 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. All bearings 4-11.6.
lb) - Max Horz
1= 86(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s) 1,
3 except 5=-104(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
1,3,5,4
FORCES. (lb)
Max. Comp /Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-5=-183/276
NOTES-
1) Wind: ASCE 7-10; Vult=150mph (3-second gust)
Vasd=116mph; TCDL=5.Opst BCDL=S.Opsf, h=25ft;
Cat. 11; Exp C, End., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) 0-9-1 to 3-6-0, Interior(1) 3-6-0 to
5-" 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
gnp OOL=1.60
2) Plates checked for a plus or minus 0 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurent 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) Bearing at joint(s) 3 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verity capacity of beanng surface.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3 except Ot=lb) 5=104.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 0%
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JANUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409.1010
TYPICAL HIP / KING JACK CONNECTION I STDTLOI
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TIC
3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
Nails @ TIC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
N
ttach Corner Jack's
d (2) 16d Toe Nails
@ TIC & 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
772409.1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
I' - 3' MAX.
OIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE SLOG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENOS.
HORIZONTAL BRACE
SEE SECTION A -All
TRUSSSES 0
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - IOd 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 (MIND.
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
5) - 10d COMMON WIRE NAILS.
ENO WALL CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD l: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME
SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS.
VERTICALNAILINGSCHEDULE:
FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031'
X 3') NAILS SPACED 6' O.C.
FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), ISO
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
131'X3') NAILS SPACED 6. O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL
BRACING METHODS SHOWN ON PAGE I ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYEO /
STUDS. TRUSSES WITHOUT INLAYEO
STUDS ARE NOT ADDRESSED HERE.
STANDARD GABLE /
TRUSS
UKAL
TUO
AN AOEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUOS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS
STDTL04
CONNECTION DETAIL
THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WINO CONDITIONS'
e:a ASCE 7.98. ASCE 7.02. ASCE 7-05. ASCE 7-10 WINO 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
44S1 ST. LUCIE BLVD.
FORT PIERCE. FL 34948
772409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
SPACING NOT TO EXCEED 24. D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2- X 8-
TEE-LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 4W O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.S- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
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JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409-1010
VALLEY TRUSS
TYPICAL)
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS q2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4- X 4.5-) WOOD SCREWS
INTO EACH BASE TRUSS
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 4.5' WS45 USP OR EOUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4 INSTALL VALLEY TRUSSES (24.O.0 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.
BASETRUSSES
E ENO, COMMON
S, 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 I TRUSSED VALLEY SET DETAIL I STDTL06 I '
r
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772-409.1010
VALLEY TRUSS
TYPICAL)
SECURE VALLEY TRUSS
W/ ONE ROW Of 10d
NAILS 6' O.C.
GABLE ENO, COMMON
TRUSS, OR GIRDER
TRUSS
DETAIL A
NO SHEATHING) N.T.S.
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3' X 0.131' = 10d
2. WOOD SCREW = 3' WS3 USP OR EOUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
A'.
4. BRACE VALLEY WEBS IN ACCORDANCE MTN THE INOIVIUAL DESIGN
DRAWINGS.
S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EOUIVALENT
TO THE RAKE DIMENSION Of THE VALLEY TRUSS SPACING
6. NAILING DONE PER NOS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 46' O.C.
P r2
SEE OETAIL'A'
BELOW (TYP.)
BASE TRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS TRUSS
TYPICAL)
WINO DESIGN PER ASCE 7-98, ASCE 7.02. ASCE 7.05: 146 MPH
WINO DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6112
CATERGORY 11 BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS 02
MAX TOP CHORD TOTAL LOAD - 50 PSF
SVP TO THE ROOF W/TWO LISP SPACING = 24' O.C. (BASE AND VALLEY)
WS3 (1/4- X 3-) WOOD SCREWS
MINIMUM REDUCED DEAD LOAD Of 6 PSf ON THE TRUSSES.
INTO EACH BASE TRUSS.
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VALLEY SET DET
JULY 17, 2017 I TRUSSED(
HIGH WIND VELOCITY)
AIL I STDTL07
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772.409.1010
ATTAC
WIND DESIGN PER ASCE 7-98. ASCE 7-I
WIND DESIGN PER ASCE 7-10: 170 MPt
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 VA
SUPPUK I INt3 I KUSStS UIKU; I LY UNUtK VALLEY I KUJStb MUS I CC
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 SPFS SPECIES LUMBER.
NON -BEVELED
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12112 PITCH)
o.
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kid.•a lYettMrnrra(Y•M I ttt•n aytgreO.W+tfir.w.nir.Pu.n a r.rrM mp.*ar r ap Am balsa uA.+.+. ml. rey nvp. A.q.eee,e Anthony T. Tombo [tl. P.E.
ta eta a.:•I Wgerml.Y449ttiCw.fte iw *igw.I A.9b;hgpo•an•aiatQ, UR rtti Y/lyo I ill 6gtnlifft IElMmlift LAL tl41 t+L v4.Olai 1•ut bib rmnaOnl 80063
a Mil, kga ttylstow. O.0 a..e Ill a. /Idn I pataleI Miigagstowel •am. IYOIIt} Motion a bmla ptnlpe a, UI IO IY nla1 t o tt.t/.Imtkge.lan YytlPO 16m ri0..11 4451
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CMP41*0XNAdlad Inivot•1.4a1Ltook ULIL Aep.6maJmtlrlamban lout, npihAed.efaMeiaa/noeti.MmAllad Lnvt•SAM1.iwWM.f1.
FEBRUARY 17, 2017
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
2.409-1010
STANDARD GABLE END DETAIL
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
V/IOd NAILS, 6' O.C.
VER1
STUD
SECTION B-8
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
STDTL08
VERTICAL 2X6 SP OR SPF
STUD 2 DIAGONAL
BRACE
4) - 16d
NAILS 16d NAILS
SPACED 6' OL.
2) 10d NAILS
INTO 2X6
2X6 SP OR
SPF 02
2X4 SP OR
SPF 02 TYPICAL HORIZONTAL
BRACE NAILED TO
2X4 VERTICALS
SECTION A -A V/(4) - 10d NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
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 ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
4) 8d NAILS MINIMUM, ROOF
9
3X4= PLYWOOD SHEATHING TO
1 SHEATHING2X4STOSPFBLOCK
DIAGONAL BRACING ** L - BRACING REFER
V 1I
REFER TO SECTION A -A TO SECTION 8-8 24' MAX.
NOTE:
1. MINIMUM O
ETWEEN BOTTOM CHORD
OF #2 MATERIAL IN THE TOP AND BOTTOM OND2.CONNECTION
lOd
OF GABLE ENO TRUSS AEWALLTO12, MAX.
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
NANAILS
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT SLOG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP 03 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' OjC. TRUSSES a 24. D.C.
S. DIAGONAL BRACE TO E APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 44 - 0. D.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE
WITH l6d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 48. D.C. ATTACHED
THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED
7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. TO BLOCKING WITH (S) -
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE 10d NAILS.
S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0131'X3D' AND 0131'X35' COMMON WIRE NAILS HORIZONTAL BRACE
RESPECTIVELY. SEE SECTION A -A)
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIS/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE1 2) DIAGONAL
BRACES AT11/3 POINTS
MAXIMUM STUD LENGTH
2X4SP1131STUD 12'O.C. 34-10 54-11 6&11 11.1-13
2X4 SP #3I STUD 16' O.C. 3.3.10 4412 66-11 9-10.15
2X4 SP 031 STUD 24' O.C. 2&6 3.11.3 54-12 8.1-2
2X4 SP 92 12' O.C. 3.10.15 5&11 6-6-11 l l&14
2X4 SP 02 16' O.C. 3&11 4-9.12 66-11 10&0
2X4 SP /2 24' O.C. 1 3.1.4 3.11-3 6-2-9 9-3.13
DIAGONAL BRACES OVER 6' - 3' REOUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REOUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS S' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF Y2 OR SP 02.
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.
ENO WALL
I -BRACE DETAIL
FEBRUARY 17, 2017 1 WITH 2X BRACE ONLY
NOTES:
T-BRACING / [-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90*/ OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
NAILING PATTERN
T-BRACE SIZE NAIL SIZE NAIL SPACING
2X4 OR 2X6 OR 2X8 10d 6' O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
STDTL09
BRACE SIZE FOR ONE -PLY TRUSS
SPECIFIEO CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE 1 2
2X3 OR 20 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
SPECIFIEO 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,
2X6 'STRONGBACK' IS RECOMMENOEO, LOCATEO EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
AwV NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE 80TTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1ROOF 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 1S PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM
ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED,
BY OTHERS, AT THE ENOS. INSERT
WOOD SCREW THROUGH OUTSIDE
FACE OF CHORD INTO EDGE
OF STRONGBACK (00 NOT USE
METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR
TO ATTACH VEll WITH (3l - 10d SCAB WITH (3) - IOd TO
TOP CHORD NAILS (0131' X 3') NAILS (0.131' X 3'). I
NATTACH TO
AILS [
0. 313 XR3 OAL BLOCKING
BEHIND THE VERTICAL WEB
IS RECOMMENDED WHILE NAILING
THE STRONGBACK USE
METAL FRAMING ANCHOR
TO ATTACH TO
BOTTOM CHORD TRUSS
ATTACH
TO VERTICAL WEB
WITH (3) - 10d NAILS (
0131' X 3') ATTACH
2X4 VERTICAL TO
FACE OF TRUSS. FASTEN
TO TOP AND BOTTOM
CHORD WITH 2) -
10d NAILS (0.131' X
3') IN EACH CHORD ATTACH
TO CHORD WITH (
2) 012 X 3' WOOD
SCREWS 0216'
OIA.) ATTACH
TO VERTICAL INSERT SCREW THROUGH SCAB
WITH (3) - 10d OUTSIDE FACE OF CHORD INTO NAILS (
0131' X 3') EDGE OF STRONGBACK (00 NOT USE
DRYWALL TYPE SCREWS) 4' -
0' WALL STRONGBACK (
TYPICAL SPLICE) (BY OTHERS) THE
STRONGBACKS SHALL BE SECURED AT THEIR ENOS 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) - IOd NAILS (0.131' X 3') EQUALLY
SPACED. ALTERNATE
METH00 OF SPLICING: OVERLAP
STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d
NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN
STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING
BY
OTHERS)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 14946
772409.1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST OE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS
SHOWN).
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
OIA SP OF HF SPF SPF-S
131 88.0 80.6 69.9 68.4 59.7
a 135 93.5 85.6 74.2 72.6 63.4
J
162 108.8i 99.6 86.4 84.5
1
73.8
ri
128 74.2 67.9 58.9 57.6 50.3
c
o
J
131 75.9 69.5 60.3 59.0 51.1
n 148 81.4 74.5 64.6 63.2 52.5
tV
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 645 (LB/NAIL) X 1.15 (OOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
THIS OETAIL IS ONLY APPLICABLE TO
THE THREE ENO OETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL 1 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.
NOTES:
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
OIA. SP OF HF SPF SPF-S
L3
131 59 46 32 30 20z
J
135 60 48 33 30 20
182 72 58 39 37 25
J
3 O 128 54 42 28 27 19
LJ
Z
Z
OJ 131 55 43 29 28 19
LU
148 62 48 34 31 21J
ul
J N
Q M
Z
120 51 39 27 26 17
0
Z 128 49 38 26 25 17
O
131 51 39 27 26 17
J
0
M
148 57 44 31 28 20
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
3) - 16d NAILS (0A62' OIA. X 35') WITH SPF SPECIES TOP PLATE
FOR WINO OOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WINO) - 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
FOR WINO OOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X 150 (OOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR SI
Ia
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
SIDE VIEW ENO VIEW
IL
NAIL
NAIL
FEBRUARY 5, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
1.0 x 14
TYP 2x2 NAILER ATTACHMENT I STDTL 13
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
April 11, 2016
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES [:
STDTL 14
4) 12d
MAX 3011 (21-61I)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
flrby w..rY111/M$I1D i0N1U14.Q.INII QIG•(71M1 j Itl6iM4[I'ri 1q Y^rirrnrrltilM b QlQrrl r l.11r1111rr i•/r a Ywarw l rO1 r,
Ya1 r/.wWY•rrrt•rr1,q.1.u1w 1 r.1pp,l.rlr w/rgltl urra Melr•tW^••w tlY,r rl rrr'Yq en rl•y..rA4.1/w a.Yr rrr yrrrbhrrwlrYl•ri.••tl ar0.r.rOwl rr l l.r N•!•.•r•ar Qr rr w wiq it M. bw Wditbr W. ar4u Mt ary T. TO111b0 IIl. 6-1.rrlrr r*.rrr.rra rrrrr.rr r rNr 4•
Arlra.qRr.l•rplrr er'Ylw arYY 4r•rWlrrr pOybgrff•.uY Wr rr,•Y•./IJ•rnOWY.rYnrrinu r,uAgl erUobWf.•..r 1 SM3
SI St.
Lwe OW. tlgiWrsnrw•uN. tl rrw•
rry•
freer•.ri1M11•r•.•lh n WritldhMmY fat
Plate.
FL
314t4 6h&aIrY rr,•Y.u4r.4+r rW r Cryn11401111 A•1lrlhnet•AAn11.IrMLL1.L 1p,6q tra h PdddA 400tl••4409-6h mb- 1.114Whrtln•Imri 1. I••MQI.L
FEBRUARY 17, 2017
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES
TOTAL NUMBER
OF NAILS EACH X
MAXIMUM FORCE (LBS) 15% LOAD DURATION
FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: IJS
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X SCAB (MINIMUM 02 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WERE NAILS (.148' DIA. X 3') SPACED 6' O.C.
2. THE ENO 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 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 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
t
A-1 ROOF
2--TRUSSES
A FLORIDA CORPORATION
Important Notes / Please Review Prior to Truss Installation:
1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007;
WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses",
and "SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood
Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof
Trusses. Spanish versions are also available.
2) All temporary and permanent bracing design, connection, material, and labor by others.
3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building
designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies.
4) If provided by truss manufacturer, any engineered beams provided have been sized using information design
guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and
bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by
truss manufacturer.
5) Unless specified, roof trusses are not designed for any additional attic storage loads.
6) On flat surfaces, adequate drainage must be provided to avoid ponding.
7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs
to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic
access opening should be located between trusses unless otherwise noted.
8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder.
9) Attached drawings are standard details that cover most installation standards. Structural details provided by the
building designer supersede any attached details.
10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should
be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the
structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must
be provided by the building designer.
1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan
and/or individual truss design drawings.
12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials,
erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed
engineered drawings.
Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010.
4451 St. Lucie Blvd., Fort Pierce, FL 34946
772-409-1010Office 772-409-1015 Fax www.AItruss.com
LISP
STRUCTURAL
C ONNFC:TORS'
A MITokCompany Hangers
Allowable
Load (Ibs) DF-
L / SP LSL LVL PSL SPF I -JOIST 160%
LISPLabel
Stock No. Code Reports 100% lls% 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 LUS2.
670 76S 825 490 4)•10d(Header) 2).
10d (lobt) T2
JUS26 1881, 8S0 97S 1060 ills 4) - IDd (Header) FL821.
42, 2) -10d (Joist) 11-
0510.
01, RR
25779 LUS26
66s 990 2070 1165 4). 10d(Heoder) 2) •
10d (loan) 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 THM22
2245 2245 2245 6).16d (Corded Member • Fare Mount) 6) •
10d (Corded Member • Top Flonpt) 22) .
16d (Fott - Fott Mount) 2) •
l6d (Fact - Top Flonge) 4) •
16d (Top • Top nonpt) THA1422
1835 Ws 1835 2) • 10d x 1.112 or 2. 10d x 1•IR (Corded Member) 20) •
I0d or (2). 10d (Fort) p)•
10d(Top) T4
THD26 1781, 2485 2855 3060 2170 18)-16d(Face) F113285.
35, 12) - 10d x 1.1/2 (Joist) 06-
0921.
05, RR
25843 HTU26
2940 3340 36W 1555 III- I0d x I.V2 (Comtd Mtmber) 20) •
10d x I-W (Corrltd Mtmber - Max Ho0ing) 20) -
16d x 1.112 (Corrying Mtmber) 20) •
16dx I.V2 (Corrylrp Member • Mox Ho19np)
USP
STRUCTURAL
CONNIR-TORS'
A Wok' Company
mdn
Allowable Load (Ibs)
DF-L / SP LSL LVL PSL SPF I -JOIST
160% USP
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
TS THD26-2 1781, 2540 2920 3175 2285 18)-16d(Face)
FL13285.35, 12) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS26.2 2785 3155 3405 IS50 14) • 16d (Fore)
6).16d (Joist)
NTU26-2 2940 3340 3600 2175 20) • 10d (Comed Member • Max Nodmp)
1(20). 16d (Carrying Member • Mox Nailing)
T6 THD28 1781, 3865 3965 3965 2330 28)-16d(Face)
FL13285.35, 16) - 10d x 1.1/2 (Joist)
06-
0921.05,
RR 25843
HTU28 3820 4340 46W 2140 26) . I0d x 1.112 (Gamed Member - Max Nodmg)
26) - 16d (Corrymg Member - Moa Noibng)
T7 THD28.2 1781, 3950 4540 4935 2595 28) - 16d (Face)
FL13285.35, 16) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS28.2 4210 4770 5140 2000 22) - 16d (Face)
18) • 16d (joist)
HTU28.2 3820 4340 46M 3485 26) - 10d (Comed Member - Max NoNmg)
26) - 16d (Conymg Member • Max Nailing)
T8 THD46 1781, 2540 2920 3175 229S 18) - 16d (Face)
FL13285.35, 12) - 10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS46 2790 3160 3410 ISSO
14)•16d(Face)
f6) - 16d (Joist)
USP
STRUCTURAL
CONNECTORS'
A Walk'Company
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)
FL1328S.35, 16) -10d (Joist)
06-
0921.05,
RR 25843
13116-R
HHUS48 4210 4770 5140 2OW 22) - 16d (Facr)
6) -16d (Jouf)
T10 THDH26-2 1881, 3915 4505 4795 2235 20) -16d (Face)
FL821.75, 8) -10d (Joist)
06-
0921.05,
RR 25779
13116-R
NGUS26.2 4355 4675 5230 21SS 20)•16d(face)
6) - 26d paler)
T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face)
FL821.75, 8) -10d (Joist)
06-
0921.05,
RR 25779
HGUS26.3 4355 4675 5230 21 SS 20) • 16d (Face)
6) • 16d paBU
T12 THDH28-2 1881, 6535 7515 8025 2665 36) -16d (Face)
FL821.77, 10) -16d (Joist)
RR 25779
13116-R
NGUS28.2 7460 7460 7460 3235 36) -16d (Fan)
12) .16d (oke)
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 323S 36). 16d(Fon)
p2).16d poBr)
CUSP STRUCTURAL
CONNECTORS'
A
MITek' Company Fastener
Comoarison Table Connector
Schedule Group
Label LISP Stock No Required fasteners Reference No Required fasteners 4) -
lad (Header) 4) - 10d (Header) T1
JUS24 LUS24 2) -
lad (Joist) 2) - 10d (Joist) 4) -
10d (Header) 4) - 10d (Header) T2
JUS26 LUS26 4) -
lad (Joist) 4) - 10d (Joist) 22) -
lad (face - face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) -
10d (race - Top Max Nailing) 6) - 16d (Carried Member - Top Flange) T3
MSH422 6) - lad (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) -
lad x 1.1/2 (Joist) 20) - lad. 1-112 (Carried Member - Max Nad ng) T4
THD26 HTU26 10) -
16d (Carrying Member) 20) -
16d (Carrying Member -Max Nailing) 18) -
16d (face) 14) -16d (Face) TS
THD26-2 HHUS26-2 12) -
lad (Joist) 6) -16d (Joist) 28) -
16d (face) 126) - 10d x 1.112 (Carried Member - Mar Nailing) T6
THD28 HTU28 16) -
lad x 1.1/2 (Joist) 26) - 16d r 1-1/2 (Carrying Member - Max Nailing) 28) -
16d (face) 122) - 16d (Face) T7
THD28-2 HHUS28-2 16) -
10d (Joist) 8) -16d (Joist) 18) -
16d (face) 14) -16d (Face) T8
THD46 HHUS46 12) -
lad (Joist) 6) -16d (Joist) 28) -
16d (face) 122) -16d (Face) T9
THD48 HHUS48 16) -
lad (Joist) 8) - 16d (Joist) 20) -
16d (Face) 120) -16d (Face) T10
THDH26-2 HGUS26-2 8) -
16d (Joist) 18) -16d (Joist) 20) -
16d (face) 120) -16d (Face) T11
THDH26-3 HGUS26-3 8) -
16d (Joist) 8) -16d (Joist) 36) -
16d (Face) 36) -16d (Face) T12
THOH28-2 HGUS28-2 10) -
Ad (Joist) 12) -16d (Joist) 36) -
16d (Face) 36) -16d (Face) T13
THDH28-3 HGUS28-3 10) -
Ad (Joist) 12) -16d (Joist)
u s P
STRUCTURAL
CONNECTORS'
A MiTek' Company
C
i
O
p
p OI
V
p C
t
JUS24 JUS26 MSH422
O c
C
e' v
c Q
o
n o
J
t
TH D26 TH D26-2 TH D28
Y
8.,. D c
THD28-2 THD46 THDH26-2
61
J < ,
ry
Q,
La
Y
THDH26-3 THDH28-2 THDH28-3
REPAIR REQUESTS
When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com.
NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very
helpful. Engineering sheets with the damage or issue noted are required.
1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request.
2. We cannot provide sealed drawings for "field built" trusses.
2. See details below.
BREAKS Use a line to note
the exact locallon of the break
4ic6II— x311
1 2
1
22 21
1.5x4 II 3x6 =
MISSING PIECE- If there are
multiple breaks, resulting in a
section missing
ALTI MOVED BEARING CONDITION:
Draw in new location of beating• and
provide dimension as needed
3x3 =-' -' -- FP= 3x3 11
3 4 6
MISSING I DAMAGED PLATES.
Circle plate that needs
3x47 1.5x4 11 1.5x4 11
7 8
20 19 u18 17 16 15
1.5x4 II 1.5x4 II
I
12t, 3x6 = 3x6 FP= 3x4 = 30 =
3 x 6
3 3
h2
MEMBER SPLIT:
Denote exact location of split, and
provide an approximate length
3 x 4
5
TRUSS MODIFICATION:
B tniss is too long t short, try and be
as detailed as possible, and provide
dimensions as needed.
54 =
10 11 12
BREAKS, Use a line to note
the exact location of the break
14 7 1/2"
TOO LONG
4x6 =
3x4 -z- MISSING ! DAMAGED PLATES.
7 , Cirde plate that needs addressed.
3x-
8 1 i
5f
3 5/81T = I
5 5/8"[0
10
Note: Trusses are designed for SHINGLE material. Notify Truss manufacturer if material is other than shingle.
HATCH LEGEND
8'- 8" A.F.F.
18' -17/8" A.F.F.
001.
10011
5 r-
Iruss I.O.
GclNty I> 5.0000) / UPON (> -
Horlmntal t> 350R)
cwcn wwca. uvno o o .ucn
UNLESS NOTED OTHERWISE) ! a = e;3
GS Y a 3.
NOTE: ALL CEILING DROPS BELOW BEAM ARE 2r 9 s
BY BUILDER (UNLESS NOTED OTHERWISE) -
s - - 2 e =
NOTE. THIS TRUSS PLACEMENT DIAGRAM IS TO
SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. ' E P `s : s i
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 8 ! S ¢ e
r
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER
DRAWINGS FOR GRAVITY AND UPLIFT LOADS. s e = e
FOR BRACING d ERECTION DETAILS REFER 21.17 R = 5 e
TO BCSM AND/OR ENGINEER OF RECORD E s _ :: - `
CGS=
Q ^ REPRESENTS THE LEFT SIDE OF a : " t 9 a : e s
EACH TRUSS DRAWING t J a _ - = L
2?=e1C
Lj
3
U526 nI l MSH422 c{ c=
7HD26 U MUS26 1s
OO TH022
e 1rOr
HANGER BY BUILDER - : s a s
LOADING ROOF FLOOR WIND LOAD
n
LIVE LOAD 20 40 ASCE 7-10 S = S
OFig
u DEAD LOAD 10 10 150 MPH EXP C
se-s:sea_:
F
LIVE LOAD 10• 0 CATEGORr II - G L
t3"=
m c=i DEAD LOAD 10 5 ENCLOSED 7
TOTAL LOAD 40 55 FBC. 2014
DURATION FACTOR 1.25 1.00 TPI.2007
r t: t E - 2
1EV DATE BY REMARKS 32 6 ';
01 12/09/201 R REVISED STAIR OPENING/CLOSET ABOVE C a g e !
STAIRS
C i f L a
e .5a Fill
5y-t3i
R Is understood that above
conditions have been reviewed APPROVED L - .x
are acceptable for the
fabrication at trusses. APPROVED AS NOTED
elevrtnns' .
cias,c .l
thongs, REVISE AND RESUBMIT ' n
elevationslpadKs. bearing
REJECTEDoond4ionsdalldetailpertaining
to this thus placement plan. No : = - = . - P
back Charges wiR be accepted : _ =
t = - 39
without previous written
DATE 5 E @ j - - _
approval from an A-1 Roof e = a s
Tnuses representative REVIEWED BY
PLAN DATE ARCH. -/-/— STRUCT:
CUSTOMER RVAN HOMES e =3 E A Q -
r_s r=s
SOB NAME IARGOO'C' G4R4GELfi<T - - ' $ 5 -
ao
ornoNfs) LAwI9' -4-CY6
COMMNTY p 3 e e 9=
LOTa
BLDG BLDG {
st 5 n
TYPE 0
t` 3ifga- -
Jose MASTER )Ol5LGICL9 -
DRAWN SCALE $ l
DATE 09/29/2017 r i e -
ECY N.r.S eTe3`e1i:
a" -a
e'2e
i=°-y2i
go,=-:-
A-1 ROOF
TRUSSES - =?
A FLORIDA CORPORATION ES e J s 5
Ph 772.409.1010 I Fax 772409.1015 x r e e 3
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification m
1 7- 3 1 8 5 USANFORDPermit #
Project Location Address
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.floridabuildin-.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma Tru Smooth Star 15000.2
Sliding Ply Gem 4780 SGD 14634.2 - R1
Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11
Roll U
Automatic
Other
2. Windows
Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions Ply Gem 4700 15264 - R1
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R5
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R11
Underla meets InterWrap Inc. Rhino Roof Underla ment 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 Rid - a Vent 16568.2 - R1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels Lott's Concrete Products Lintel 17867
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name Vicky Otero
Please Print)
June 2014
SPEC
GRACk
Construction Products
1. Product Name
Grace Vycors Plus Self -Adhered Flashing
2. Manufacturer
Grace Construction Products
62 Whittemore Avenue
Cambridge, MA 02140
866) 333-3SBM (3726)
Fax: (410) 431-7281
www.grooeconstruction.com
www.graceathome.00m
3. Product Description
BASIC USE
Grace Vycor® Plus Self -Adhered Hashing is a
self-sealing, fully odhered, 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
oon be used to seal joints, seams, holes and
other undesirable openings In wall systems.
COMPOSITION & MATERIALS
Grace Vyoor Plus Self -Adhered Hashing is a 25
mil (0.64 mm), cold applied, self -adhering
membrane consisting of a 3 mil (0A7 mm) high
density, cross -laminated polyethylene film
coated on one side with a 22 mil (0.56 mm)
layer of rubberized asphalt adhesive. For ease
of application, the rolls are interwound with a
disposable silicone coated release sheet. The
flashing is a dark gray -block.
Grace Vyoor Phis Self -Adhered Hashing is
now available with RIPCORD'", 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
substrates provided they are dean and dry.
However, on concrete, masonry and DensGlass
Gold® apply Perm -A -Barrier® 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'/gal
6 - 8 rrP/L).
SIZES
Grace Vycor Plus Self -Adhered Hashing is
available in 15 (22.9 m) rolls in widths of 4°, 6,
90 and 121 000, 150, 225 and 300 mm). The 4"
100 mm) width is packaged 18 rolls per car-
ton, the 60 (150 mm) is packaged 12 rolls per
carton; and the 9" and 12° (225 and 300 mm)
ore packaged 6 rolls per carton.
LIMITATIONS
Grace Vycor Plus Self -Adhered Hashing must
not be applied in areas where 4 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 United States.
The following sealants are chemically corn}
pate with the adhesive side of Grace Vycor
Plus Self -Adhered Hashing if the specific formtr
lotion does not contain hydrocarbon solvents:
silicone, acrylic, butyl, l-part polyurethone and
2-part polyurethane. This flashing is inoompati-
ble with aeosote: 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 Vyoor Plus Self -Adhered Hashing is
designed for NON -ROOF flashing applications.
The membrane is slippery - do not use on the
roof. DO NOT walk on the membrane.
4. Technical Data
APPLICABLE STANDARDS
ASTM International
ASTM C836 Standard Specification for High
Solids Content, Cold liquid -Applied Elostomeric
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 (f-Peel Test)
ASTM D1970 Standard Specification for Self -
Adhering Polymer Modified Bituminous Sheet
Materials Used as Steep Roofing Underlayment
for Ice Dam Protection
ASTM D3767 Standard Practice for Rubber -
Measurement of Dimensions
FLEXIBLE FLASHING 07650
Grace Construction Products
PHYSICAUCHEMICAL PROPERTIES
See Table I.
S. Installation
STORAGE
Protect materials from rain and physical darn}
age. Pallets of Grace Vycor Plus Self -Adhered
Hashing should not be double stacked on the
jobsite. Provide cover on top and all sides, allow-
ing for adequate ventilation. Store this product
in its original unopened packaging at ambient
temperatures between 40 - 90 degrees F (5 - 32
degrees Q, 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 Vyoor Plus Self -Adhered Hashing can-
not be applied to moat or damp surfaces.
After precipitation, allow a minimum of 24
tours for drying before installing the flostling.
Grace Vycor Plus Self -Adhered Hashing can
be applied at air and surface temperature of
25 degrees F (4 degrees Q and above.
APPLICATION METHODS
Surface Preparation
Substrate must be smooth dean, dry and free
of voids, spoiled 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 Vycor Plus
Self -Adhered Hashing is to be applied by wip-
ing wffh a dean dry cloth or brush. If the flosh-
ing does not adhere properly to the substrate,
apply Perm -A -Barrier WB Primer at a coverage
rate of 250 - 350 ft'/gal (6 - 8 m?/L).
Allow primer to dry completely, approxi-
mately 1 tour depending on weather condi•
Lions, 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, minin
mum 1 hour. 9 primed areas are not covered
that day, reprime area it there is significant
dust or dirt contamination.
Hashing 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 Hashing has measure mark-
ings at 60 and 12" (152 and 305 mm) intervals.
Cut Vycor Plus into appropriate lengths.
WMATA• ma MKOVe ae 9*&&ed haft 0 of Resd rider Yta. Rs ten part ger wA IO w =ft.ro to hr 6001 l d* Reed Construction
d Its Cmaturalon y>dnoaRon Mime am b rmd •Am nrr perrteabi Tts..auockm t reWatft to tearim aoouacy. •M Rood CWW Wfan Oat& AI Mob Rmened. Data.
SPEC
Use RIPCORD to split the release paper and
adhere half of the membrane, if necessary.
Peel release paper from roll to expose rub-
berized osphalt 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 fahmouths 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 Rashing
must be continuously supported by the sub-
strate and must not span or bridge joints.
gaps or voids in excess of 114• (6A mm). End
lops that occur in subsequent lengths must
maintain a minimum overlap of 3• (75 mm).
PROTECTION
Grace Vycor Plus Self -Adhered Flashing must
be protected from damage from other
trades or construction materials.
SAFETY, STORAGE & HANDLING
Grace Vycor Plus Self -Adhered Flashing prod-
ucts must be handled property. The best infor-
mation on safe handling, storage, personal
protection, health and environmental oonsid-
eratiors 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 RashTing prod-
ucts. Contact a Grace Construction Products
representative for ordering and delivery
information.
COST
Croce Vycor Plus Self -Adhered Flashing is
Competitively priced. For specific information,
contact a Grace Construction Products repre-
sentative.
FLEXIBLE FLASHING 07650
Grace Construction Products
TABLE 1 TYPICAL PWYSICAL PRO WIlE'S OF GRACE VYOOR PLUS SB F-ADHBM RASHING
Property & test Typical value
Color Gray -Black
The krxm ASTM 03767. Method A 25 mil (0.64 mm)
Low temperature flexibir* ASTM D1970 Unaffected at -454F (-43°C)
Bongotion, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum
Crodked cycling 100 cydes per ASTM C836 Unaffected at -25•F (32•C)
Lap adhesion at minimum application temperature.
ASTM D1876 Modified
60 plf (875 N/m) width
Adhesion to concrete at minimum application temperature. 60 plf (875 N/m) width
ASTM D903
7. Warranty
Grace Vycor Plus Self -Adhered Flashing is war-
ranted at the time of shipment to meet
Grace's published specifications.
8. Maintenance
Grace Vycor Plus Self -Adhered Rash ing, when
installed in accordance with manufacturer's
recommendations, win 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 Sourceol
Additional product information is available
from the manufacturer.
W. R Groce & kb. Can tapes the iuomation here A be h*U R
e based tpW data and Wawledpe oasidered to be true ad obor
rate and is offered for the tners' aorroderation hvmtigation and ver-
katim but oe do rat vmow " res Ats to be obtabed Rem
read d statemerft reoortrnerdatiom and aggestion h cor#nr
tion with our oortdtlore of sole. WiM apply to d goods suppled by
to No stoterttertt, reoorraw datlon or suggestion is blended for arty
Lee Wicn vm ld Writpe orW paters or oop#W. W. R. Grace & Co.
Corm 62 WrWemore Averste. CorMdc1Qe. MA 0214 In carad0.
Grose Cando ta- 294 Cierrerds Road Wed Ajmc ardaro. Cando
LIS 3Ca
ftttttene. PermA4wW and vyoor ore registered aodemafa ad
f8r= Is a hoderrak of W. P. Grope & Co. Car
D@hsGtoss Gold Is o registered trademark of Geaglo*odfic
CaPorcAiork
CW#W 2M4 W. R. Groce & Co. -Corn
TFLM Rued in the USA &04 AFS/UAM
SPEk>OATA• ad AUML9e are r VW@d tmaennro Of RMO A M Ra ten pat VW"TA tonmt mrome to ey eArorfd 9* Reed Construction
of mu Casttudfon Sp•deootiora WM• ad b re•d ufth &W pdrtldac Ili rrtallodvC t r aObY fa tKJrfna O=Nocy. •may QM CMMucbm OOM A4 Nprh Rowvod Data.
GR ACE.: VYCOR
Self -Adhered Flashing
Contractor's Guide
D R AND DETAIL AREASWIN.0 •W S, DOORSS
Install Grace Vycor
Self -Adhered Flashing under,
and call-backs are over.
What Self -Adhered Flashings
Does Grace Offer?
There are three key products offered by Grace
to meet your flashing needs.
Grace Vycor® Plus Flexible Flashing
For Windows and Doors
Available in 4, 6, 9 and 12 inch widths
25 mil thick
RIPCORD®— featured in 6, 9 and 12 inch widths
Split Release on Demand, Grace's unique,
patented technology for ease of installation
Measurement markings at 6 and 12 inches
Now ICBO approved (Report ER-6141)
Grace Vycor® V40 Self -Adhered Flashing
For Windows and Doors
Convenient pre-cut sizes
of 6, 9,12, 18 and 36 inches
40 mil thick
Now ICBO approved (Report ER-6141)
Grace Vycor Deck Protector®
For Decks
Available in 4 and 9 inch widths
www.graceconstruction.com
www.graceathome.com
What's in it for you
Why Use Flashing Tapes 1-2
Where to Apply 3.4
Why Grace Vycor Plus 5.6
How to Apply flexible Flashing Tapes 7-8
Flashing Application for Windows
BEFORE Weather -Resistive Barrier 9.12
AFTER Weather -Resistive Barrier 13.18
Flashing Application for Doors 19-20
Precautions and Limitations 21.22
What the Pros Say 23-26
Application Details
Flanged Window 27
Flanged Window — Low Exposure 28
Flanged Window —AAMARecommendation 29
Flanged Window — Severe Exposure 30
Half Round Window — Low to Moderate Exposure 31
Half Round Window— Severe Exposure 32
Window Sill Plate Options 33
Tie-in with Vinyl Siding at Window Sill 34
Exterior Sliding Door with Deck 35
Exterior Door with Deck 36
Stucco Window Head 41
Stucco Window Sill 42
Stucco Parapet Wall 43
Stucco Sill / Potshelf / Chimney Shoulder 44
Outside Comer 45
Wall -to -Wall Outside Corner 46
Inside Comer 47
Wall -to -Wall Inside Comer 48
Corner Detailing Patch Options 49.50
Foundation Sill Plate — Option 1 51
Foundation Sill Plate — Option 2 52
Technical Letters
Technical Letter 1: Chemical Compatibility 53.54
Technical Letter 2: Exposure Guidelines 55
Technical Letter 3: Cold Temperature Applications 56
Technical Letter 4: Surface Preparation 57
Technical Letter 5: Shelf Life 58
Who to Call for Technical Assistance 58
Why Use Grace Flashings on Windows, Doors and Other Critical Detail Areas
Water damage is one of the most common causes of
building repairs. Not only are such repairs costly, but
in many cases damage is impossible to correct.
Further, water intrusion in building structures creates
a favorable environment for the development of other
serious problems — such as mold, dry rot and decay.
Proper water management is the essential first step in
controlling mold, dry rot and decay.
The easiest way for water to get into structures is
through windows, doors and other detail areas where
no water protective building components are installed.
ID To minimize the possibility of water entry, all critical
detail areas should be Flashed using the appropriate
flashing materials and following the proper installation
techniques.
Flash it light.
Why Use Self -Adhered Flashing
j on Windows and Doors?
To protect windows, doors and other critical areas
from water intrusion
To control water and moisture — the first step in
controlling mold
To comply with new codes and standards
To ensure high quality work
To minimize costly call-backs for repairs
To lower energy costs by eliminating air infiltration
and exfiltration
2
Where to Apply Grace Vycor Self -Adhered (lashings
CRITICAL FLASHING AREAS
All of the shaded areas below can benefit from the application of Grace Vycor n Grace Ice & Water Shield®
Self -Adhered Flashings (beneath the finished siding and decking) and Grace
Underloyments (like Grace Ice & Water Shield) for the roof. Consider Grace Vycor Self- n Grace Vycor® Plus
Adhered Flashings for your critical non -roof flashing details (windows, doors, decks).
11 Grace Vycor Deck Protector®
Low Slope Areo
4]
Deck Joists
Why Grace Vycor Plus
WHY GRACE
VYCOR PLUS?
There are a number of flashing materials avail-
able on the market today. The major
difference between them is the level of water-
proofing performance they provide. Grace
Vycor Self -Adhered Flashings are comprised of
a high -density, polyethylene carrier film and a pressure -sensitive
adhesive layer, both of which
have unique performance
advantages.
Grace Vycor Plus is the product
of choice of well -respected
construction professionals be-
cause of its superior water-
proofing properties and ease of
application.
C
What Are the Unique Performance
I! Advantages of Grace Vycor Plus?
J •
Fast and easy to install — simply peel off the release paper
and adhere the membrane
RIPCORD — a Split Release
on Demand feature, is a thin cord
embedded in the rubberized asphalt,
which allows for ease of installation
and proper integration with house-
wrap/building paper
Exceptional adhesion capabilities and sealability to most
common substrates
Seals around fasteners ensuring no water infiltration
at penetrations
Forms watertight laps, even at the seams in the flashing
Easy to use, with clear measurement markings on the
membrane surface facilitating the installation procedure
ICBO approved. Meets the performance requirements for
adhesive flashing materials (Report ER-6141
Grace Vycor Plus is based on the same proven 25+ year
technology as Grace Ice & Water Shield — the industry
leader in roofing underlayments
L7
How to Apply Grace Vycor Self -Adhered Flashing Tapes
I
PRE -INSTALLATION NOTES
ASTM E2112-01" and AAMA 2400-02" recom-
mend the use of a minimum 9 inch wide flashing
membrane beyond the rough opening.
Grace recommends a 12 inch wide flashing mem-
brane for proper waterproofing of the window
sill, providing a drainage plane in the rough open-
ing.
Remove any weather -resistive barrier from sill
area prior to membrane installation for full adhe-
sion of the membrane to the structural sill.
Refer to "Table I — Flashing Lengths and Cut
Formulas," (page 8). to determine appropriate
flashing lengths.
After the membrane has been installed, roll firmly into place.
Install membrane such that all laps shed water (following the
shingle principle). Always work from the low point to the high
point.
Mechanically fasten the membrane at vertical terminations, as
necessary.
Weather -resistive barrier refers to housewrap, building paper/
felt, Perm -A -Barrier etc.
Windows/siding should be installed according to the standards
set by the window/siding manufacturers and/or respective
organizations.
Apply Grace Vycor Self -Adhered Flashings only in fair weather
when the air, surface and membrane temperatures are at a
minimum of -4°C (251). For temperatures below VC 140°F,
keep material warm until use. (Refer to Technical Letter 3.)
Install directly onto a clean, dry and frost -free surface.
Remove dust, dirt and debris. Surfaces shall be smooth and
continuous without voids, damaged or unsupported areas.
Priming is generally not required for most substrates pro-
vided they are clean and dry. However, on concrete,
masonry and OensGlass Gold*, apply Perm -A -Barrier WB
Primer at a coverage rate of 6-8 m'/L 1250-350 ft'/gal.
If adhesion is found to be marginal, also prime wood
composition and gypsum sheathing with Perm -A -Barrier
WB Primer at the same coverage rate.
Standard Practice for Installations of Exterior Windows,
Doors and Skylights.
Standard Practice for Installations of Windows with a
Mounting flange in Stud Frame Construction.
Refer to our web sites for further product information.
www.graceconstrudion.com and www.graceathome.com
TABLE I — Flashing Lengths
and Cut Formulas
This table will assist in determining the pre-cut flashing
lengths required to properly install window flashing
as per ASTM E2112-01).
Flashing Location Flashing Lengths and Cut Formulas
Sill Flashing Rough opening width +(2 x flashing width)
Jamb Flashing Rough opening height + (2 x flashing width)-1 inch
Head Flashing Rough opening width +(2 x flashing width)+ 2 inch
Example for 9 inch wide flashing
If rough opening width = 30 inches
If rough opening height = 50 inches
For Sill: 30 inches + (2 x 9 inches) = 48 inches
For Jamb: 50 inches + (2 x 9 inches) —1 inch = 67 inches
For Head: 30 inches + (2 x 9 inches) + 2 inches = 50 inches
El
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tl=% rW
Product Aooroval Menu > Product or Aoollcatlon Search > Aoolication List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
FL5444-Rll
Revision
2014
Approved
CertalnTeed Corporation -Roofing
20 Moores Road
Malvern, PA 19355
610) 893-5400
mark.d.harner@salnt-gobain.com
Mark Harper
mark.d.harner@saint-gobaln.com
Mark D. Harrier
18 Moores Road
Malvern, PA 19355
610) 651-5847
Mark.D.Harner@saint-gobain.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - 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
10 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL5444 R11 COI 2017 01 COI Nieminen.odf
Standard
ASTM D3161, Class F
ASTM D3462
ASTM D7158, Class H
Year
2009
2009
2008
9
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Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
r
Method 1 Option D
06/06/2017
06/08/2017
06/09/2017
08/08/2017
09/07/2017
FL # Model, Number or Name Description
5444.1 CertalnTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
Shingles asphalt roof shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5444 R11 II 2017 06 FINAL ER CERTAINTEED Asphalt
Shinole FL5444-Rli.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Refer to ER Section 5 for Limits of Use Evaluation Reports
FL5444 1111 AE 2017 06 FINAL ER CERTAINTEED Asphalt
Shlnale FL5444-Rll.odf
Created by Independent Third Party: Yes
r3adt Nezt
Contact lls :: 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 :: 6QZMMWW 5MWMCnt :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to Nis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communisation with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please dick here .
Product Approval Accepts:
Credit Card
Sate
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QOTFUNITYIERD
EVALUATION REPORT
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
Evaluation Report 3532.09.05-1111
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 Sth 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 I ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "trinity) ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 12.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 12/08/2016. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval 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.
S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
QOTRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. 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 Sth 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 2O08
3. REFERENCES:
taiLvf Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 OS/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM 03161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005
UL (TST 1740) ASTM D3161 OSCA16778 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 OSNK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 10CA41303 10/07/2010
UL (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010
UL LLC (TST 9628) ASTM D3161, D3462 & 07158 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 9628) ASTM D3161 & D3462 4787195678 02/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016
UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016
UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017
Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-Ri1
t ertlPrnte ofAuthorization 119503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision
11:12/08/2016 Page
2 of 12
4. PRODUCT DESCRIPTION:
VTRINITYIERD
4.1 CT20TM', XTTM' 25, XTTM' 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.2 Arcadia*", BelmontTM', Carriage House Shangle®, Grand Manor Shangle°, LandmarkTM, Landmark'" IR, Landmark' Pro, Landmark'" Premium, LandmarkTM' TL, LandmarkTM' Solaris and Landmark'" Solaris IR arefiberglassreinforced, laminated asphalt roof shingles.
4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.4 Presidential Shake'", Presidential Shake' IR, Presidential Shake TLTM' and Presidential Solaris m arefiberglassreinforced, architectural asphalt roof shingles.
4.5 Hatteras', Highland SlateTM and Highland Slate— IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow RidgeT", Cedar Crest'", CedarCrest' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hipandridgeinstallation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, theDesignerofRecordforanyprojectonwhichthisEvaluationReport, or previous versions thereof, is/wasusedforpermittingordesignguidanceunlessretainedspecificallyforthatpurpose.
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 MaterialsDirectoryforfireratingsofthisproduct.
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 ASTMD3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zonesUPtoV„d = 150 mph (V„It = 194 mph). Refer to Section 6 for installation requirements to meet this windrating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate RidgeandNorthGateAccessoryhip & 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 orHenkelPL° Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's applicationinstructions, for use in wind zones up to V.d =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 (RA for the CertainTeedasphaltroofingshingleslistedinSection4.1 through 4.6 (except Presidential Solaris') exceeds the
calculated uplift force (FT) at a maximum design wind speed Of Vo,d = 150 mph (V,dt = 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 establishedwithinanylocaljurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida BuildingCodeandF.A.C. Rule 61G20-3.
Exterior Research and Design, U.C.
Certffl-teOfAurhorizatlon a9S03 Evaluation Report 3532.09.05-R11
FBC NON-HVH2 EVALUATION
FLS444-R10
Revision 11:12/08/2016
Page 3 of 12
INSTALLATION:
6.1
6.1.1
6.2
6.2.1
6.2.2
6.3
6.4
6.4.1
TRINITYJERD
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.
I CT20'", XTTM 25, )Mr! 30, X7 " 30 IR: I
LOW AND STANDARD SLOPE STEEP SLOPE
ENGLISH 1r• 12" 1r'
305 mm) (305 mm)— (305 man)
1"(25mm) —Selant 1"(25mm)+I
5 5/e" (145 mm)
S per mood
METRIC 131/e" 131le" 131/8" —
1"(25mT Sealantant V(25mm);(
6118-
T
Figure 113. UsefournalkfbreawyfuUsbtn&
Use four nails and six spots of asphalt roofing cement* for every full
shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586
type U is suggested.
I
flooling Cement
Apply 1"(25 nm) spots of asphalt roofing cement
under each tab corner.
f1pre 11-4.• Usefour nags andstx spots gfaspbalt cmunt on steep stopes
CAMON: Excessive use of roofing cement can cause shingles
to blister.
Hip & Ridge for CT20TM. XTTM 25, XT' 30, XT' 30 IR: Cut Shingles
25mm}1il 1
2"(50mm)
i,..-
Remove-,
jl
tr --— — tf — —— — — —_ Y —
tl
12"
Cap Cap Capmm)
Shingle Shingle Shingle 1
Figure 11-24• Ciut tabor, then Jtim back to make cap sbingles
6t ksb dimensions sbmon).
S.,J 12"(305mm)__` taste
125 `\ 5+ml1lm
tn
aAlv
Figure 11-25: Ind !/anon of caps along the kips and ridge:
6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NP11"" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
Exterior Research and Design, I.I.C.
Certificate ofAuthori:ation 119503 FBC NON-HVH2 EVALUATION
Evaluation Report 3532.09.0S-Rll
FLS444-R10
Revision 11:12/08/2016
Page 4 of 12
6.5
6.5.1
V I RINITiIERD
ARCADIAT": I
LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for every full shingle located as shown below Use Six nails and FOUR spots of asphalt roofing cement for every full
shingle as shown below Apply asphalt roofing cement 1"(25 mm)
from edge of shingle. Asphalt roofing cement meeting ASTM D 4586
Type H is suggested.
t• rtS MM) 1' (25 ffM
Na Lille
NMtl —
PWWo 1,05oN--
Ma MW
Figure 2: Uso sir nails for everyfull shingle. Figure
3: Use six nails anAfour spots of aspbaltroofing
cement ou steep slopes. Hip &
Ridee for ArcadiaT": 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 "SonolasticO NP1TM" adhesive or Henkel "PLO 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. iQc
1
Exterior
Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Cernflcate
ofAuthori:ation #9503 FBC NON-HVHZ EVALUATION FL5444-RSO Revision
11:12/08/2016 Page
5 of 12
QOTRINITYIERD
6.6 BELMONT*":
Low and Standard Slope Steep Slope (greater than 21:12):
2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full
located as shown below. Belmont shingle. Apply asphalt roofing
cement 1" (25mm) from edge of shingle.
7—
Slir 06 M4 Igo III1pmo
o d MMI (dIs V rzqLmed.
See below. Asphalt roofing cement meeting
ASTM D4586 Type II is suggested.
1
FOR
P..F Certent
6.6.1 Hip & Ridge for Belmont":
6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest" IR hip and ridge shingles.
6.6.1.2 Option 2: Shangle® Ridge
Figure 17-18: Shangle• Ridge.
18, Exposure Remove tape
from the right side
8',1 and fasten
r SECOND
Fasten the
left side 85/ew
RIGHT
FIRST
LEFT
Figure 17-19• Installation ofSbangleO Ridge sbingles
on hips and ridges.
6.6.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1 " adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-1111
CerdlJcate olAuthari:ation 119S03 FBC NON-HVH2 EVALUATION FL5444-R10
Revision 11:12/08/2016
Page 6 of 12
6.7
6.7.1
6.8
1.00RIA13E HOUSE SHANGLE® AND GRAND MANOR SHANGLE®:
LOW AND STEEP SLOPE
STANDARD SLOPE
Use five nails for every full Shangle.
L= 1—(25 nun) I (25 min)
S Sir.
16 mm) „pe)
Figure 17-4.- Usefiiv nallrjor etrryfrdl GmnAAlanorsba lo,
Carriage HouseSbangle, or Centennial slate-
VTRINITYIERD
Use seven nails and three spots of asphalt roofing cement for mvq
full Grand Manor Shangle. Use five nails and three spots of asphalt
roofing cement for every full Carriage House Spangle and cebteanial
Slate. Apply asphalt roofing cement V (25 mm) from edge of shingle
Figure 17-5). Asphalt roofing cement meeting ASM 045861* II
is suggested
Figure 175: Wien instaflitig GmnAAlanorSbangles on steep slope;
use screw nallfand tbree spots ofaspball roofing cv jent.
Hip & Ridge for Carriage House Shangle® and Grand Manor Shanele: Refer to instructions herein for
Shanglem Ridge hip and ridge shingles
LANDMARK"i LANDMARK— IR, LANDMARK'' PRO, LANDMARK'"" PREMIUM, LANDMARK'"' TL, LANDMARK'""
SOLARIs; LANDMARKTm SOLARIS IR; NORTHGATE:
LOW AND STANDARD SLOPE
METRIC DIMENSIONS
12, 143/4" 12"
f --(305 mm) 1 (375 mm)— (305 mm)--{
crass a ,
r (25 mm) Release Tape 1" (25 mm)-yl
1,n..
Nailabler
Area
Exterior Research and Design, U.C.
Cerdfleate of Authorisation #9503
LANUMAKK TL
MIX 13" l31ff
F--(343 mm)(330 mm) - —(343 mm)-J
1-1" (25 mm) 1" (25 mm)-
figure 13.4. Umfournailsforeren•fcrllsbingle
NorthGate:
WIDE
N+0 1r 1431V 1r
AREA +- (305 min) -.- r.— (375 min) — . (US mm)
Nwbv Writs
T (25 mm)
own rtal ow * (25 inn)
17
MAIM gnu far let. end standard sbpn (6om 2:1210 2112)
Nal beMW upper 6 beer Inns as sha n above.
FBC NON-HVH2 EVALUATION
Evaluation Report 3532.09.05-R31
FLS444-R10
Revision 11:12/08/2016
Page 7 of 12
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every full
laminated shingle. See belon: Asphalt roofing cement should meet
AS'Tat D4586 Type it. Apply 1' spots of asphalt roofing cement unde
each corner and at about 12" to 13" in from each edge.
METRIC DIMENSIONS
12"
305 mm)
r-143/4"
375 mm)
12..
305 mm)
1!-1125 mm) Release
t
Tape
Nail Area I
For Steep
1--mil oL L25mm)---- 25mm;
Roolino Cement
STEEP
SLOPE
AREA IQ
QOTRINITYIERD
LANDMARK TL
131/2" 13" 131/2"
343 mm) (330 mm) (343 mm) I
1--1 "(25 mm) 1 "(25 mm)-ow
I I
25mm)----
1..
25 mm)
Roanne Cement
Figure 13 S: Use six naps mdfour spots of
aspba/t roofing cement on sleep s/opes
NorthGate:
12" 14-314" 12'
Nailing areas for steep slopes (greater than 21:12)
and "Stomi-Nalling"
Nail between lower 2 nan Ones as shown above.
6.8.1 Hip & Ridge for Landmark*". LandmarkTM IR, Landmark' Pro Landmark'" Premium Landmark'" TL
Landmark' Solaris. Landmark' Solaris IR, NorthGate:
6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory
Ve
305mm) (250mm)
8' 6. 415/16' 415/1G
150mm) (150mm) — (125mm) I (125mm)
Centering
12 \ /r —T5mm)
Notches for Alignment to
Lthe Top Edge of the Previous
T
Cap for 5' (125mm) Exposure (180
English Dimension
Shadow RidgeTM
Centering
131/4' 7337mm) Notches forAlignment to 5
Lthe Top Edge of the Prabus
18
I
Capfor55R'(141mm)fxpmvre 1196mm)
Metric Dimension
Shadow Ridge'"
Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05-R31
Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10
Revision 11:12/08/2016
Page 8 of 12
9 27t3t
250 mm) .
415ti6' (128 mm)
Cmtem p NaUch
131/4'
337 mm)
Align these I
rM us to top
edge of
previous course
NorthGate Ridge
VNTINITYIERD
131/8"
333 mm}—
W 5/8'il168MM) 168 mm
AngT
131/4 Notch
337 mm) R194mm} `Align these 7 '
1 notchesof
fop
edge
of 194 ) I
previous
course. NorthGate
Accessory Rlgure
13 20.- Use /ayJngnokber to cenlersbhWks on btps and rfr/
gas, and to locate The cosect exposure 6.
8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.
8.1.3 Option 2: Refer to instructions herein for Cedar Crest"", Cedar Crest'" IR hip and ridge shingles. Exterior
Research and Design, U.C. Evaluation Report 3532.09.05-R11 Cerdf
sate ofAuthorizatlon p9S03 FBC NON-HVH2 EVALUATION FL5444-RlO Revision
11:12/08/2016 Page
9 of 12
rTRINITY I ERD
6.9 PRESIDENTIAL SHAKE"", PRESIDENTIAL SHAKET" IR, PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISr":
LOW AND STANDARD SLOPE: STEEP SLOPE: -
For low and standard slopes, use five nails for each full presidential For steep slopes, use nine nails for each full Presidential shingle and
shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nabs in between the nafing guide fines, apply 4 nails 1'
Nafiing t. 4(r above lab cutouts maldng certain tabs of overlying shingle cover nails. Guide Uns (1016 rnm)
NOTE: Apply nails on painted
Figure 16-6e F4skWnZPW1denMa1 and PresidwtW 7Z Sbake
sbingleson low and standardslopns.
1
T
1' diameter asphalt roofing cement
t
Figure IS--7.• Faslasing PmLk dial and Flesidential T/L Sbake
sbhs& on sleep slopes.
6.9.1 Hip & Ridge for Presidential Shaker. Presidential Shake" IR Presidential Shake TLr" Presidential
SolarisTm:
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 wdth two fas-
teners. The fasteners must be 13/4' long or longer, so they penetrate
either 3/4' into the deck or completely through the deck. Presidential
accessory comes in two different sizes: Accessory produced In
Birmingham, -AL Is 12' x 12'; Portland, OR produces 97/V x 131/4'
accessory.
6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1—" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"" IR hip and ridge shingles.
6.10 1 HATTERAS"":
LOW, STANDARD AND STEEP SLOPE:
Avant 13 3: rarlenbrg 1laflemsSbbsgret on
Inn andSlandard lopes
For lose and standard slopes, use gse nails for each fug
ILaitenu shingleas shown Ant. Exterior
Research and Design, U.C. Certificate
ofAuthoritation N9503 FBC NON-HVH2 EVALUATION 14UM
154: Awenlsv rNOM$6143fet on steep Mopes for
steep slopes, use fim nails and eight spots of asphalt rooMg cement
for each rug I laaeras shingle as AM IW%r— Apply I' 25mm)
diameter spas of roofing cement (AMI 0 4586 T)po II su66estted)
under each tab corner. Press shingle Into pierce; do not expose
cement. CAMON:
Too much rooting cement can cause shingles to blister. Evaluation
Report 3532.09.0S-R11 FLS444-
R10 Revision
11:12/08/2016 Page
10 of 12
VrTRINITYIERD
6.10.1 Hip & Ridge for Hatteras":
6.10.1.1 Option 1: Accessory for Hatteras
Frgurg 1544.• 18 three-piece units separate to make
54xatierasAccmiry shingles,
6.10.1.2 Option 2: Cut Hatteras Shingles
230,mm) I
I I
I I mm) jShingle 18
8' 18., (460
203rnm)---
460mm)
CapCaptShjingpleShingleShingle g31a
2aomm
Figure I5-20. curxatfaas sbhrgfes to make cover caR Figure 1521. Installation of cops along hips and rrdAn
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi'"" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.11 HIGHLAND SLATE'", HIGHLAND SLATE'" IR:
LOW AND STANDARD SLOPE: STEEP SLOPE:
r r r rW.; Use FIVE nails and BIGHT spots of asphalt rooting cement* for eachP0niee0"'e full Highland Slate shingle. For AUaml-Dade, SIX nails are required.
Apply 1 • diameter spots of asphalt rooting cement under each tab
o3:,ry corner. Asphalt roofing cement meeang AsTht D45a6 Type B B suggested.
utrrto.e.tm
Vpsuesittm
oeautm
h W •R
r. r.:. r. r• aa e
Figure l/3:Use RF6nWkjbr-wyMSM-dSlales&nzk
am meo.
Roatinatane
1
flgwerl3d llseRFBnarlsanaergbtspotroJarphalt
mgft cmnenr under each labcorner.
CUMON: Excessive use of roofing cement can cause shingles
to blister.
6.11.1 Hip & Ridge for Highland Slate•" Highland Slate"A IR: Refer to instructions herein for Cedar Crest•", Cedar
Crest' IR or Shangle Ridge' hip and ridge shingles.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-Rii
Certificate olAuthorrtatron #9503 FBC NON-HVHZ EVALUATION FLS444-R10
Revision 11: 12/08/2016
Page 11 of 12
QOTRINITY JERD
6.12 PATRIOT'":
LOW AND STANDARD SLOPE STEEP SLOPE
Use FOUR nails for every full shingle located as shown below.
s`ulantF-r,
15amm)
1 -- gl #— 4m t —I-- C
Use LOUR nails and four spots of asphalt roofing cement for every full
shingle as shown below. Asphalt roofing cement meeting A= D4586
Type 11 is suggested. Apply 1'(25 nun) spots of asphalt roofing
cement as shown.
CAUTION: Excessive use of roofing cement can cause shingles to blister.
a trpani
ltSeoap i _ e o c
T
Roo Up Come
P (MOO 0XIM
6.12.1 Hip & Ridae for Patriot"4: Refer to instructions herein for Cedar Crest', Cedar Crest'" IR, Shadow Ridge'",
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, U.C. Evaluation Report 3S32.09.05-Rll
Cerdfleate OfAuthorhatlon #9503 FBC NON-HVH2 EVALUATION . FLS444-R10
Revision 11:12/08/2016
Page 12 of 12
I ILUI Iual Dultulllg lAue unttne Page 1 of 1
Business & Professional Regulation
SOS Home ! Log In i User Registration I Mot Topics Submit Surcharge I scats a Facts
Or Product Approval
USER: Public user
Product AOereyal Menu > Product or Aoolic_don Search > Application Ust
Search Criteria
l s IL":
OO FR No"r .—off Gp OaPR olt'191OIIS Cot.T4CT dCG:1
Code Version 2014 FL# 15216
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results - Applications
P6 Zyoe Manufacturer Validated By Status
FL15216-92 Revision InterWrap, Inc.
Category: Roofing
Subcategory: Underlayments
John W. Knezevich, PE
954) 772-6224
Approved
IHstory
Aeerewd rw na•o e..,.....,.r w., n•oar ..-
u FeAeweu and ratified by me ru and/or the commisslon If necessary.
The State of Florida Is an AA/EEO employer. Coovdoht 2h07-2013 State of Florida :: prlvaCV Statement :: ACCesslblilty 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 mall. if you have any questions, please contact 8S0.487.139S. -Pursuant toSection4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee underChapter4SS, F.S., please click here .
Product Approval Accepts:
Credit Card
Sate
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n
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acts Home I lop In I User Registration I Hot Topics Submit Surcharge I Statss d Facts Publications FEC Staff acts Site Map Unks search
a
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USER: PuDlit Userdbpr
Product Aooroval Menu > Product or Aoollcatlon Search > Aoolication List > Application Detail
FL # FL15216-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap, Inc.
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
551) 574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@lnterwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778) 945-2891
elozano@lnterwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-S9166
Quality Assurance Entity Intertek Testing Services NA, Inc.
Quality Assurance Contract Expiration Date 11/17/2018
Validated By John W. Knezevich, PE
10 Validation Checklist - Hardcopy Received
Certificate of Independence
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
E
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Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
f"--1
Method 2 Option B
04/28/2015
04/29/2015
05/04/201S
06/23/2015
10/10/2017
FL # Model, Number or Name Description
15216.1 RhlnoRoof Underlayments Synthetic roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216-
R2.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nleminen PE-59166
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.odf
Created by Independent Third Party: Yes
6adt --
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 Sate 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.497.139S. -Pursuant to
Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepanment with an email address If
they have one. The emalls provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please dick here .
Product Approval Accepts:
RE
Credit Card
Safe
https: / /www.ftoridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgv3... 11 /29/2017
QOTRINITYIERD'
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
OXFORD, Cr 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 51h 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 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 '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 at the 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 DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminon,
P.E. on 04/27/201S. This does not serve as an electronically signed
document Signed, seated hardcoples have been transmitted to the
Product Approval 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 IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
rTRINITY I 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 followingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Properties Standard Year
1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 20061507.8.3, 1507.9.3, 1507.9.5 on Heating
1507.2.3, 1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 20051507.9.3 Heating, Liquid Water Transmission,
Breaking Strength, Dimensional Stability
3. REFERENCES:
gattif Examination Reference Date
ITS (TS11509) Physical Properties 100539395COQ-006 10/27/2011ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011ITS (TST1509) Physical Properties 100539395COQ 006 03/14/2014ITS (QUA1673) Quality Control Inspection Report 11/17/2014
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM
D226, Type I or Type 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 TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the 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
Underlayment Asphalt
Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes
Shingles
Slate or
Simulated Slate
RhlnoRoof U20 Yes No No Yes Yes No
5.6 Exposure Limitations:
5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation.
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of
prepared roof covering to be installed.
Exterior Research and Design, I.I.C.
Evaluation Report 140S10.02.12-R2CertificateofAuthorization #9503
FLIS216-R2
Revision 2: 04/27/2015
Page 2 of 3
8.
9.
QIT 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. meter
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inchThe of
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up).
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 > 24hoursuptomaximum30-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 attachedpendingattachmentofthebattensonthesameday. 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 -widthsheetoverthestarter, 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 C!A entity for information on plants covered under Rule 61G20-3 CIA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321
Exterior Research and Design, U.C.
Certificate of Authorization 119503
END OF EVALUATION REPORT -
Evaluation Report 140S10.02.12-R2
FL1S216-R2
Revision 2: 04/27/2015
Page 3 of 3
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RnarrM Rneulhe - AnnlG i..w
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FL1656R-
al
Revision MILLENNIUM METALS INC. Steven M. Urlch, Approved
Category: Roofing PE
Hist4LY Subcategory: Roofing Accessories that are an Integral Part of the 717) 317-8454
Ann --A A., MOD
Roofing System
Contact Us :: 2601 Rlalr Stone Rnad. Taaaha • teo Phenel 950.487-1924
The State of Florida is an AA/EEO employer. Coavrlaht 2007-201t state of Florida :: privacy Srat mnnt :: AcrPsgibiliN Statement :: Refund qtatLm@nt
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publk-records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -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 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 tosupplyapersonaladdress, 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 hCol,
Product Approval Accepts:
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Product Approval Menu > Product er Aeellatlon Sea= > Applie da US > Application Detail
FL # FL16568-RI
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer MILLENNIUM METALS INC.
Address/Phone/Email 1333 HAINES STREET EXP
JACKSONVILLE, FL 32202
877) 3SB-7663
tmccogan@aol.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tonya Steele
Address/Phone/Email 10200 Eastport Road
Jacksonville, FL 32218
904) 358-8366
tonyac@mml2000.net
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
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 09/22/2026
Validated By Steven M. Urlch, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
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Florida Building Code Online
Page 2 of 2
Product Approval Method Method 2 Option B
Date Submitted 03/02/2015
Date Validated 03/02/2015
Date Pending FBC Approval 03/05/2015
Date Approved 04/15/2015
Summary of Proaucyss
FL iR Model, Number or Name Description
16568.1 MMI-2" Off Ridge Vent shingleeventforattached
toPlywood Deck. 4% 6' 8% 0' Noml al Lengths
Limits of Use Installation Instructions
11 01 MMt_2 offoldaeVent-ASTME330- Approved for use in HVH2: No FL16S6O
Approved for use outside HVH2: Yes steel EVALaEPORT.odf
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. impact Resistant: No
Design Pressure: +N/A/-75 31242
Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes
limitations of use. Refer to manufacturer's Installation Evaluation Reports
OfFR* laevent-ASTMF33n_-
Instructions as a supplemental guide. F' 16S68 R' AF 01 MMI-2
Steel EVALREPORT.odf
Created by Independent Third Party: Yes
16568.2 MMt-28 Off Ridge Vent Steel rAluminum Off Ridge iDetachableth shingle roofs
mechanicallyattchedto Plywood Deck. 6'r 81, 10'
Nominal
Lengths Limits of Use
Installation Instructions OffRkk eV Approved
for use
in HVH2: No FL16S6a R1 I! 02 MMI-2B ot-TAS Approved for use
outside HVH2: Yes 100 EVALREPORT.Ddf Verified By: James
L. Buckner, P.E. @CBUCK, Inc. P.E. Impact Resistant: N/A 31242 Design Pressure:
N/A. Other: Refer to
evaluation report for conditions and Created by Independent Third Party: Yes limitations of use.
Refer to manufacturer's Installation Evaluation Reports OffRldaeVent-TAS Instructions
as a
supplemental guide. FL16S68 RI AE 02 MMI-28 100 EVALR_EPORT.
Ddf Created by Independent
Third Party: Yes eadr Q Cantaet
trs :: 2601
Blair Stone Road. Tallahassee Fl. 32399 Phone: R50-4E7-IRN The State of
Florida Is an AA/EEO employer. C^M•rinht 2007-2013 State of Florida.:: Privacy Statement :: AcocS-'-h111N Statement :: Refund Statement Under Florida law,
email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall tothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.095. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with aanemaail address ddre s whichcanbe dick a madeavailable to
the public. To determine If you are a licensee under pter 4SS, Product
Approval Accepts:
Credit Card Safe.
nr%m
rail
acnv?nnram=wrTV)(0wtDaVa... 11/30/2017
CBUCK Engin rinq
Spc ddll'y Structural eng, nQ CBUCK, Inc. Certificate of Authorization #8064
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
wnnrl neck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 15-104-MMI-2B-ORV-ER-14
Date: 2 / 26 / 15
Contents:
Evaluation Report Pages 1— 7
S .. SWrW 0KV*.k&..."1
VICENSF. ti ''
No 31242
0
W
STATE'OF
F •''•.FCORIOP .•'G
J'.
OI Ililly SldncE bY:lomcs L Buckner. P.E.
CBUCK, Inc.
2015.03.02 10:57:51-05'00'
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
CBUCK . Engineserinq
Spc dcsWw Structural Englnewrinq
Manufacturer: Millennium Metals, Inc.
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
Report No.: 15-104=MM-2B-ORV-ER_14
Page 2 of 7
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)
Product/System "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 M FL 16568.1 R1
Date: 2 / 26 / 15
ngin rinq Page
Report NO.: 35ofCBUCK
MM-2B ORV-ER_14.
Spe i- COWU Structural edl rwaertnq CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The following test protocols were performed to demonstrate compliance with the
intent of the code as this product is not addressed specifically in the code.
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 Sth Edition (2014), Section 1709.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements of
Scope: the Florida Building Code, as related to the scope section to Florida- Product
Approval Rule 61G20-3.001.
Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval'.
Option for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code". Any modification of
the product as evaluated in this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
This product has been evaluated to a maximum height of 33 feet.
This product shall not be installed on roof slopes less than 2 :12.
Refer to applicable building code for ventilation requirements.
Design of support system is outside the scope of this report.
Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certifications, Inc. (FBC Organization M QUA
1824).
CBUCK Engineering:
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
Report No.: 15-104-MM-2B-ORV-ER_14
Page ' , 4 of 7
Spedalty Stln..ich.iral Engirwwinq CBUCK, Inc. Certificate of Authorization #8064
Components/Materials Ridge Vent: "MMI-213" 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: 24"
Height: 4-1/2-
Lengths: 2' , 4', 6', 8' and 10'
Fastener(s):
Base Fastener:
Purpose: Attaches Ridge Vent Base Flange to Deck
Type: Annular Ring Shank Roofing Nails
Size : 11 gauge x 1-1/2"
Corrosion Resistance: Per FBC Section 1506.5
Standard: 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 16568.1 R1
Date: 2 / 26 / 15
CBUCK Engineering ReportNo.: 15-104-MM-28-ORV-ER_14 Page
5 of 7 Spen=
1c3 W Stru=ft c91 Engtrewrinq CBUCK, Inc. Certificate of Authorization a8064 Installation:
Referenced
Data: 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-26 Off Ridge Vent with Detachable Baffle" assembly in compliance with
the installation method listed in this report and applicable code sections of FBC Sth
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. 1.
TAS 100(A)-95 Test Architectural
Testing, Inc.(FBC Organization #TST ID: 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)
CBUCK Engineerinq
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
Report No.: 15-104-MM-28-ORV-ER 14
Page 6 of 7
Speda1N Structural Engtneerinq CBUCK, Inc. Certifcote ofAuthorizotion
Installation Method
Millennium Metals, Inc.
MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck
4 1/2" T
11
Profile Drawings
5-1/2"
12"
18-1 /4"
Side View (Not To Scale)
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
MMI-2"
Steel Off Ridge
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
Detachable Baffle --
Two piece system that slides
into lower flange of vent and
secured with fasteners
spaced 4" o.c.
Plywood Deck
Lower Slope
Front)
Typical Side View (Not To Scale)
3"
Higher Slope
Back)
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
CBUCK EngineWing Page
Report No.: 15-1 MM-2B-ORV-ER_14
SpE+Clalhj StrLN=hxal Engltmrinq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Millennium Metals, Inc.
MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck
1 1/2" o.c.
110
III
4" o.c. Typical, Maximum
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR Base Flange
10 min. Wood Screws
Top Plan View (Not To Scale)
Typical Fastening Pattern)
Nominal Lengths
4 Ft.
6 Ft
0 / \ •1-
1v \
8 Ft.\e ' • ,
10 Ft.
J • • \ '
Detachable Baffle
Two piece system
that slides into lower
flange of vent and
secured with fasteners
spaced 4" o.c.
i Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
n, / MILLENNIUM'
11;u;U METALS, ING.
10200 Eastport Road Jacksonville, F132218
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.
E"PORTANT 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 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 I-1
Off Ridge Vent Installation Chart
Leneth Net Free Area (sa in) Cut Out Size
4' 115 46" x 2-1/2"
6' 175 70" x 2-1/2"
8' 235 94" x 2-1/2"
10, 295 118" x 2-1/2"
C. Fastening of the Off Ridge Vent
1) If using detachable 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
corners 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
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 "
Wundarrm /l only awdlable IVlar ddachable baffle && w Aodda Product ApprowrL
Page 1
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Search Criteria
Code Version 2014
Application Type ALL
Category ALL
Application Status ALL
Quality Assurance Entity ALL
Product Model, Number or Name ALL
Approved for use In HVHZ ALL
Impact Resistant ALL
Other ALL
Saarr•M Racul*c _ ennlir•afinnc
FL# 17867
Product Manufacturer ALL
Subcategory ALL
Compliance Method ALL
Quality Assurance Entity Contract Expired ALL
Product Description ALL
Approved for use outside HVHZ ALL
Design Pressure ALL
F Tvoe Manufacturer Validated By Status
1FL7867NewLott's Concrete Products
Category: Structural Components
Subcategory: Products Introduced as a Result of New Technology
Thuy H Huynh
813) 645-0166
Approved
v. •.. •. r ... .. «._.. ........ .. ..... .. a..w .I me r". cowv. a.e wunwaawn n ne..oaary.
Contact Us :: 2601 Blair Stone Read, Tallahassee Fl. 32399 Phone: SSO-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-mall address released In response to a publk-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 8S0.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under
Chapter 455, F.S., please cildc here .
Product Approval Accepts:
Credit Card
Sate
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Florida Building Code Online Page 1 of 2
op
I • • Regulation
r am
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dbY ®Product Approval
IUSER: Public User
Product Approval Menu > Preduet or Aoollcatlan Search > Application List > Application Detail
FL # FL17867-RO
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Lott's Concrete Products
Address/Phone/Email P.O. Box 77125
Winter Garden, FL 34777
407) 656-2112
precast98@aol.com
Authorized Signature John Hoy
jhoy@Florida-engineer.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
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
G 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
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL17867 RO COI Letter of Indeoendence,odf
Standard
ACI 318
ACI 530
ASTM A416
ASTM A61S
Year
2011
2011
2006
2009
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Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
07/03/2015
07/03/2015
07/09/2015
08/20/2015
10/14/2017
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
Other: FL17867 RO AE Bin Lintel Load Tables.odf
FL17867 RO AE Letter of Evaluation.odf
FL17867 RO AE Quality Control Manual.odf
Created by Independent Third Party: Yes
Bads Neat
Contact Us :: 2601 Blair Stene Read. Tallahassee FL 32399 Phone: BSB•487-1824
The State of Florida Is an AA/EEO employer. CoovdoM 2007.2013 State of Florida.:: Prlvaev Statement :: ecr_<innity a atemont :: Refund Statement
Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the oMce by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emall address If
they have one. The emalls provided may be used for official communication with the licensee. However emall 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
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Today's Ideas — Tomorrow's Results
July 2, 2015
LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS
Preparation
1. Remove any laitance, loose aggregate, and anything that could prevent mortar from
bonding with the precast lintel.
2. Remove any loose material from the grout spaces that is deleterious to masonry grout.
Erection
1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in
bearing for unfilled lintels.
2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in
length. All shoring is the responsibility of the general contractor.
3. Construct all concrete masonry above the precast lintel in accordance with ACI 530.
Reinforcement Placement
1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the
construction documents.
2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the
lintel) as indicated on the construction documents. Provide minimum concrete coverage
in accordance with ACI 315 and secure reinforcement to prevent movement during the
grouting process.
3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the
construction documents.
Grout Placement
1. Place concrete masonry grout in accordance with ACI 530.
Florida Engineering Solutions,.Inc. — CA No. 26300 — (Mail): PO Box 1238 (Physical): 12620 Curley St. — Ste 105
San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 352 / 588 — 5411
Web: www.florida-engineer.com