2400 Marshall Ave 18-1123; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT BBER:
PLICAT18100004
DATE: May 11, 2018BUILDING f
l /
ANU10000466BUILDING
PERMIT NUMBER: 18-10000466 r
UNIT
ADDRESS: MARSHALL AVE 2400 36-19-30-524-0300-0110 t TRAFFIC
20NE:022 JURISDICTION: SEC:
TWP: RNG: SUF: PARCEL: SUBDIVISION:
TRACT: PLAT
BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER
NAME: ADDRESS:
APPLICANT
NAME: HABITAT FOR HUMANITY OF SEM CO ADDRESS:
251 MAITLAND AVE #312 ALTAMONTE SPRINGS FL 32701 LAND
USE: SINGLE FAMILY RESIDENCE TYPE
USE: WORK
DESCRIPTION: CITY-SANFORD SPECIAL
NOTES: 2400 MARSHALL AVE / SFR / DREAMWORLD FEE
BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE
DIST SCHED RATE UNITS TYPE ROADS-
ARTERIALS CO -WIDE ORD Single
Family Housing 705.00 1.000 dwl unit 705.00 ROADS -
COLLECTORS N/A Single
Family Housing .00 1.000 dwl unit 00 FIRE
RESCUE N/A 00
LIBRARY
CO -WIDE ORD Single
Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS
CO -WIDE ORD Family
Housing 5,000.00 1.000 dwl unit 5,000.00 PARKSgle00
LAW
ENFORCE N/A ao
DRAINAGE
N/A 00
AMOUNT
DUE 5,759.00 PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE
COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE
OF A BUILDING PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST
BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS
OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE
OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST
MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES
OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM
THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD
FL, 32771; 407-665-7356. PAYMENT
SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING
DEPARTMENT 1101
EAST FIRST STREET SANFORD,
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS
STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED
WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1 `
l
CITY OF SANFORD
BUILDING & FIRE PREVENTION
MAR 0 1 2018 PERMIT APPLICATION
Application No: 1- 117,3
I /Documented Construction Value: $ aZKkeY L 1 ED tP .
Job Address: Historic District: Yes F-1 No
Parcel ID: ResidentiallA Commercial n
Type of Work: New AdditionEl AlterationEl Repair 0 DemoEl Change of UseEl MoveEl Description of Work: Plan
Review Contact Person:
IWA Phone: 40 " I I
I Fax: Title: I/ Email: q*
q"t. -
Sq o Property Owner Information ,gyp
q Name A4
44 "A"
qokl(a Phone: Street: A Resident of
property? City,StateZip: Contractor Information
Name AIOAWfw*
N" 4)-
4` i0MAPIa- Phone: 40 Z:,t tP -OT) Street: Fax: Citv, State
Zip: Coo
b" Fl 3) v/ State License No.: Arch itect/Engineer Information
Name: *0'**c'. Phone:
Street: qrfOT Fax: City,
St, Zip: E-mail:
Bonding Company: A I Address:
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, beaters, tanks, and
air conditioners, etc. FBC 105.3 Shall be
inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 V
Permit Application o
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.
Sia Owner/Agent Date ffizAM
Print
Owner/Agent's Name I
C"' , GAYLE L. REMNG MYCOMMISSION
IIFFMI10 EXPIRES: November
26, 2019 Sign indle-
o17 Contractor/Agent ate Print Contr*
tor/Agent's Name M GAYLE
L
FLEMNNG MY COMM+
9SSION N FF 930910 EXPIRES; November
26,2019 Bor4ad Thfu
fb Pubk L4WVWftM Owner/Agent
is 1,-'ersonally Known to Me or Contractor/Agent is I," Personally Known to Me or Produced ID
Type of ID Produced ID _ Type of ID BELOW IS
FOR OFFICE USE ONLY Permits Required:
Building H Electrical r --- 1
Mechanical r7l Plumbing® Gas[] Roof L><JV-1.1 Construction Type:
Total Sq
Ft of Bldg: I (-2- Occupancy Use:
M Flood Zone: Min. Occupancy
Load: !2( # of Stories: 11, New Construction:
Electric - # of Amps ( O Plumbing - # of Fixtures ( '<L Fire Sprinkler
Permit: Yes [] No R) # of Heads APPROVALS: ZONING:
tSr--'UTILITIES: COMMENTS:
ENGINEERING: 0"
3`'
t8 FIRE: Y'4cu
Fire
Alarm Permit:
YesE] No7" WASTE WATER: Ok
to construct
Single Family house as shown on plan Meets area and
dimension regulations for the 1--zoning district.
Per Schedule J, at least one (1) tree shall be
located in the required front yard, BUILDING:.!2f Revised:
June 30,
2015 Permit Application
ItNX
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
r,\v 0 responsible for the construction and is not hiring a licensed contractor to assume responsibility.
1 understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
e in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
tI
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
in injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations,
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
a/ Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
1t (IQP more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of anINVthatindividualorfirmisinjuredwhileworkingonyourproperty, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address:
1, ` G
and capable of performing the
conditions specified above.
Sig uilder
do hereby state that I am qualified
construction involved with the permit application filed and agree to the
Form of Identification
Must be Photo ID)
Date
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
1/18/2018 SCPA Parcel View: 36-19-30-524-0300-0110
t ro a ri_i r`cca rci_ e ca
Parcel: 36 19 30 524 0300, 0110
z
r aaa+cx cx exrr R rx + Property Address: 2 .0 ,;r„ARSHALL A E ;>ANR RD, R- 3 7 -
Parcel Information Value Summary
Parcel 36-19-30-524-0300-0110 2018 Working 2017 Certified
Values Values
Owner HABITAT FOR HUMANITY OF SEM CO & GREATER APOPKA FLA
INC Valuation Method Cost/Market Cost/Market
Property Address 2400 MARSHALL AVE SANFORD, FL 32771 Number of Buildings 0 0
Mailing 251 MAITLAND AVE i#312 ALTAMONTE SPRINGS, FL 32701 Depreciated Bldg Value
Subdivision Name DREAMW01D 3RD SEC Depreciated EXFT Value Tax
District S1-SANFORD Land Value (Market) 29,450 29,450 DOR
Use Code 80-VACANT GOVERNMENT Land Value Ag Exemptions
34-CHARITABLE/CIVIC(2018) r.. t-° - - 29,450 29,450 Portability
Adj Ea
07 84.73 T4 24 W 4C, Save
Our Homes Adj 0 0 Amendment
1 Adj 4,505 6,773 124?
12 12472 13b P&
G Adj 0 0 rn'
Assessed Value 24,945 22,677 1
p
Q 11 ti 10 Tax
Amount without SOH: $0.00 12
zx C , a u t .t $0,00 12
t.!.;m Save
Our Homes Savings: $0,00 13
Does NOT INCLUDE Non Ad Valorem Assessments etmnoE
C n„y GI Legal
Description LOTS
11 & 12 BLK 3 3RD
SEC DREAMWOLD PB4PG70
Taxes
Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 24,945 24,945 0 Schools
29,450 29,450 0 City
Sanford 24,945 24,945 0 SJWM(
Saint Johns Water Management) 24,945 24,945 0 County
Bonds 24,945 24,945 0 Sales
Description
Date Book Page Amount Qualified Vac/Imp CORRECTIVE
DEED 3/1/2017 0 889 1244 100 No Vacant WARRANTY
DEED 1/1/2007 061578 179 190,000 No Vacant QUIT
CLAIM DEED 1/1/2007 06578 1,790 100 No Vacant PROBATE
RECORDS 7/1/2005 058262 100 No Improved Land Method
Frontage
Depth Units Units Price Land Value FRONT FOOT &
DEPTH 124,00 130.00 0 250.00 29,450 Building Information
Permits http://
parceidetaii.
scpafi.org/ParcelDetaillnfo.aspx?PID=36193052403000110 1 /2
MAR 0 1 20
V
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ Q,00l
Job Address: (A00 mdrsuda{t/(Z
Parcel ID: 3 ( _ff iS;1_0360 - o it Q
Type of Work: New
Description of Work:
Historic District: Yes No
ResidentialFAI Commercial
Alteration Repair Demo Change of Use Move
Plan Review Contact Person: [_
Phone: &F ? 1 'GjII I Fax:
Name
Street:
City, S
Email:
Property Owner Information
Title:
Y
gj\aSq og
fi.S (.1 CGc t c f
Phone: Welp t 4 -
Resident of property? : AT-
v Contractor Information
Name (PQ
n .CO• 'r ( da- Phone: 40 7-- tP ITTY -
Street: f'b • X ClQ l
p
Fax:
City, State Zip:CoGi i -F1 37 State License No.: Architect/
Engineer Information Name:
aAtk4J5(,• Street:
qqa • () i City,
St, Zip: Phone:
Fax:
E-
mail: Bonding
Company: Mortgage Lender: Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, beaters, tanks, and air conditioners, etc. f
FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that an work will
be done in compliance with all applicable laws regulating construction and zoning.
SWfr/Agen t p Sign MC.n .WlAgeot at ffi-
E1kMM&-1kTV E filfPrintOwnergent's Name Print Contrvtor/Agent's Name GAYLE
L FLEMINd MY
COMMISSION i FF 930910 EXPIRES:
November 26, 2019 BondedThru
Notw yPubkUnderwhn Owner/
Agent is t-'""personally Known to Me or Produced
ID Type of ID r
t MYCOMMISSI
R 19309NG
0
v =
EXPIRES: November 26, 2019 fig
lb°``O Bonded ThN notary Puh6c UW—it- Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building C] Electrical Mechanical n Plumbing Gas n Roof [ Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: WASTE WATER: ENGINEERING:
COMMENTS:
FIRE:
r Revised:
June 30, 2015 Permit
Application
Application Number: 18-1123
Project Description: New SFR
Job Address: 2400 Marshall Ave
Building & Fire Prevention Division
PLAN REVIEW COMMENTS
Date: 04/23/2018
Contact Name: Mel
Contact Email: cotistruction(q),habitat-sa.org
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.gov. Provide two copies oLameted n sheets and/oreaIadl)r
supplemental inLortnation as reoested. Permit submittals will not be accepted without two cedes,
COMMENTS:
1. Multiple issues need to be addressed with the Enegry Calculations
Title Block on the Cover Sheet: Jurisdiction = Sanford; County = Seminole
Calc's signed be person who prepared them and by the owner/agent
EPL card completely filled out
Cale's list the conditioned floor area at 1300 square feet while the plans state 1302 square feet.
FBC 107
2. Please submit two (2) copies of Florida Product Approval and installation instructions for the ridge vents
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss conunents will require an appointment, orran-ged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Mel Fernandez Firm: Habitat for Humanity of Seminole County
Address: P.O. Box 181010
City: Casselberry, FL State: FL Zip Code: 32718
Phone: 407.216.9111 Fax: Email- construction@habitat-sa.org
Property Address: 2400 Marshall Avenue
Property Owner: Habitat for Humanity of Seminole County
Parcel identification Number: 36-19-524-0300-0110
Phone Number: Email:
The reason for the flood plain determination is:
FEW New structure Existing Structure (pre-2007 FIRM adoption)
F-1 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)
7M77 'g
5 K-1,11
M
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
F-1 The parcel is in the: Ej floodplain El floodway
F--J A portion of the parcel is in the: EJ floodplain F-1 floodway
FE-1 The parcel is not in the: 0 floodplain E] floodway
El The structure is in the: F-1 floodplain 0 floodway
0 The structure is not in the: floodplain 0 floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1123
Reviewed by: Michael Cash, CFM Date: March 8, 2018
0 n 0 Application for Paved Driveway, Sidewalk or
1444,1WalkwayIncludingRight-of-ayUseW
04& Landscaping In Right-of-Wav
W"r *&WQrdft.QQV 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 to done on the subject property or in the City of Sanford's right-of-way In accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and I or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the nowwww0slaw
size and location of the existingright-ol-way and use shall be provided or application could be delayed. C&HW%ft;;4 LocalkWAddress,
2.
Proposed Activity: Driveway 3.
Schedule of Work: Start Date bkoll 4.
Brief Description of This
application Is submitted by. W
Fax: other:
M. "
MTUNW-Mull iI
ANN
Maintenance
Responslbflitiosftdemnlflcation The
P4questor, and his sucoessors 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 -ant -way adjacent thereto. Requestot may, with written City authorization, remove
said foots ement fully restating the right -of way to Its pmvkm condition, In the event that any Mum construction of roadways, utilities,
stormwater WhVes, or any general maintenance adWifts by the City becomes In conflict with the above permitted activity, the permittoo " remove,
relocate andler repair as necessary at no cost to" City of Sanford Insofar as such faclillies are in the public right-of-l(the Requestordoes not
conftwsly maintain the improvement and area Inaccordance with Previously stated criteria. or completely rosters the rway. ight-of-way to Its previous condition,
the City ", after appropriate notice, restore the area to ft previous condition at the Requairtor's expense and, it necossary, rite a Ion on the Requestat'
s property to recover costs of restoration. To
the fullest extent permitted by law. Requester agrees to defend, indemnify. and hold harmloss the City, its councitpersons, agents, servants, or employ- e" (
appolated, olocted. or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments. losses. expenses, damages (d1red. Indirect
or consequential), or Injury of any nature whatsoever to person or property, and the costs and a Incident thereto (including costs of defense,
settlement, and reasonable attorneys fees up to and including an appeal), resulting In any fa==O"r aris" directly or Indirectly out of or connected
with the use of the CJW* right-of-way. O=
read
and understand the above statement and by signing this application I agree to Its terms. This
permit shall be posted on the site during construction. Please
call 407.688.080 24 hours In advance to schedule a pro -pour Inspection. Pro -
poor Inspection by: Date: Application
No: Reviewed:
Public
Works Utilities
Approved:
8
A EngineeringSite
Inspected by: Special
Permit Conditions: awacj=
Fee:
Date: Date:
Date:
No
mhst 2015 now Use
QATE(MM/DDfYYYY) A Rv CERTIFICATE OF LIABILITY INSURANCE 102/26/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER I •9IaCT Lockton AffinitYLLC Lockton
Affinity, LLC P.
O. Box 873401 Kansas
City, MO 64187-3401 INSURED
Habitat
for Humanity of Seminole County and
Greater Apopka, Florida, Inc. PO
Box 181010 E
Ext}.
888-553-9002 (arc, No): 913-652-3967 INSURER
A: A - AFFORDING
COVERAGE Casselberry,
FL 32718-1010 INSURER
F : rOVFRA(,
FA CFRTIFICATF NIIMRFR- RFVI.RI('SN NIIMRFR. THIS
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS
AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR
TYPE
OF INSURANCE-;ADDLSUBR,.,- -- -
LTR `
IN POLICY NUMBER POLICY
EFF- POLICY EXP ......... ....._ LIMITS
MMIDDIYYYYMMIDDIYYYY : A
X ' COMMERCIAL GENERAL LIABILITY y IGL1064585-17 04/01/2017 ';04/01/2018 '; EACH OCCURRENCE S 1,000,000 DAMAGE
TO RENTED CLAIMS -
MADE X, OCCUR PREMISES (Ea occurrence} S 1,000,000 MED
EXP (Any one person) ISO PERSONAL &
ADV INJURY S1,000,000 GEN'
L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE i $ 2, 000, 000 X
POLICY JECT LO( F
c .. PRODUCTS -
COMP pP AGG S 2, 000, 000 OTHER:
AUTOMOBILE
LIABILITY COMBINED SINGLE LIMIT 5 Ea-
acadent)-__.. ......... .__ _. ANY
AUTO : ! BODILY INJURY (Per person) ? S ALL
OU4NED '; SCHEDULED BODILY INJURY S AUTOS..
AUTOS Per accident) I NON -
OWNED PROPERTY DAMAGE S HIREDAUTOSAUTOSPeraccident) UMBRELLA
LIAB OCCUR F-
EACH
OCCURRENCE S EXCESS
LIAB CLAIMS F,.... _.. ..._ ........
AGGREGATE
S DED
RETENTION S S B ;
WORKERS COMPENSATION C48740170 04/01 /2017 '04/01/2018 PER OTH- AND
EMPLOYERS' LIABILITY Y t N STATUTE
ER ANY
PROPRIETORIPARTNER/EXECUTIVE E.L. EACH ACCIDENT S 1, 000,000 NIA
OFFICERlMEMBEREXCLUDED? El j (Mandatory in NH) E.L DISEASE - EA EMPLOYEE! S 1 , 000 , 000 If
yes, describe under Y----
DESCRIPTION
OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S 1, 000, 000 DESCRIPTION
OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) UtK
I WK;A It MULUtK UANt,:tLLA I IUN 1064585
City
of Sanford SHOULD
ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE
WITH THE POLICY PROVISIONS. 300
N. Park Avenue ^/^/"''__ r
r AUTHORI^
r/!
1,2TA"."""
1
SanfordEL32771D1988-
2014 ACORD CORPORATION. All rights reserved. ACORD
25 (2014101 ) The ACORD name and logo are registered marks of ACORD 26044195
1064585
LMBC1011 CITY OF SANFORD 3/01/18
Special Notes Address Misc. Information Inquiry 10:10:18
Location ID/Subdivision . : 50475 DREAMWOLD 3RD SECTION
Parcel Number . . . . . . 36.19.30.524-0300-0110
Old CID . . . . . . . . .
Location address . . . . 2400 MARSHALL AVE
Primary related party . . HABITAT FOR HUMANITY
Press Enter to continue.
Code App Date Note Text
CSVC UT 4/17/97 S HOUSE BRUNED DOWN IN JANUARY 97, VAC
STATUS NO CHARGES TIL HOUSE REBUILT. JJ
F2=Address F3=Exit F5=All notes F9=Parcel notes
F12=Cancel F13=Display description F16=Rel pty data F17=Subset
THIS INSgRUMENT PREPA ED .
Name: 194
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
G1Lk' 1%1T 11AI...UP SEPiINOLE COUNTY
C:LIERK OF. CIRCUIT COURT & (VIF{'F'(lk..LER
Ili, 9083 Po 5.1 C)
CLERK'S x 2018022721
RECORDED 02? 2 r/2018, 02:40 .i' I'll
L F.CORDING F'iES $10. 0
Parcel ID Number: 1J'"ff - U - —0 (D
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION Of PROPERTY: (Legal d scri tion of the property a d street piddress if available)
GENERAL DESCRIPTION OF IMPROVEMENT:
Address: l -0 .
Fee Simple Title
Address:
V '
if other than owner) Name:
Persons within the State of Florida t
as provided by Section 713.1 (1)(b),
Name:Add P..Z7
In addition to himself, Owner Designates
Section 713.13(1)(b), Florida Statutes.
ad by Owner upon whom notice or other documents may be served
Statutes.
To receive a copy of the Lienor's Notice as Provided in
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date Is specified)
WARUMQ 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,
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
tothepest olmy knowledge and belief.
er's Signature Owners Printed Name
Florida Statute 713.13(1)(9): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead,'
9i
State of County of & rm V70-1 - Z,
The foregoing Instrument was acknowledged before me this vim. day of rfrrM-j0-
by Who is personally known to me "I
Name of parson making statement
OR who has produce tmAlfica - type of identification produced: "
GAYLE L REMING Q
MY COMMISSION Il h'F W10
EXPIRES: November 2G. 2019
tlotstY cBondtrdThntPuDRtMMrMrRas {,' , • - r
Notary —
signature r
Revision 0
Response to Comments,'
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # I ( , Submittal Date
Project Address:
Contact:,-C
Ph:
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
El Mechanical
El Life Safety
El Waste Water
Department
El Utilities
0 Waste Water
El Planning
El Engineering
0 Fire Prevention
El Building
Fax:
General description of revision:
7>
ROUTING INFORMATION
Approvals
11,1401421011310111211 - I I i I I pit ti 190111JONZIM
Bpff Address:
max, Ins2ection DezSZ!2tWm
Footer / Setback
siemwan
Foundation /F -orm Board'Survey
Slab f Mano Slab. Frqpour
Lintel / Tie Beam / FiH Down Cell
Sheathing— Walls-
3c> Sheathing— Roof
4D Roof Dry In
Frame
Insulation Rough In-
FirewaU Screw Pattern
Drywall / Sheetrock
Lath Inspeadon
Final Solar
Final Roof
Final Stucca / Siding
hisuladon Final
Final Utility Building -
Final Door
Ffiial. Window -
Final Screen.Room
Final, Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
F-mal Single Family-Resfdence
Final. Building (Other)
X
amx eirpfloMn ns2conDescinElectric.
Under -groundFooter
I Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final if
i. it'll Gas
Underground 1
11 REWSED:
Tune 20'14
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: HABITAT Builder Name: HABITAT FOR HUMANITY
Street: 2440
City, State. Zip: 77t
s", Permit Office'. 5
Permit Number. 2 3
Owner: HABITAT FOR HUMANITY Jurisdiction:0
Design Location: FL, County:: 6,0WAO(e,
1, New construction or existing New (From Plans) 9, Wall Types (1248.0 scift.) Insulation
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=19.0 1248.00 it'
b. NtA R=
3. Number of units, if multiple family I c. NIA R=
4, Number of Bedrooms 3 d. NIA R= fit
10. Ceiling Types (13010 sq(t.) Insulation Area
5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 1303,00 ft'
6. Conditioned floor area above grade (it) 1300 b. N/A R= ft'
c. N/A R= lia
Conditioned floor area below grade (it') 0
I I. Ducts R (17
7. Windows(149.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AC 6 520
a. U-Factor Dbl, U=0.27 149.85 ft'
SHGC: SHGC=0.25
112 12, Cooling systems kBtu1hr Efficiency
b U-Factor, NIA
a. Central Unit 28A SEERA&GO
SHGC:
c. U-Factor: NIA ft'
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor. NIA ft' a. Electric Heat Pump 28.4 HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth: 2.209 ft.
Area Weighted Average SHGC: 0,250 14. Hot water systems
a, Electric Cap: 40 gallons
8, Floor Types (1302.3 sqft,) Insulation Area EF: 0.920
a. Stab -On -Grade Edge Insulation R=0,0 1302.30 ft' b. Conservation features
b. NIA R= W None
c. NIA R= W 15. Credits Pstat
Total Proposed Modified Loads: 40.53 A SGlass/Floor Area. 0.115 Total Baseline Loads: 40.55
I hereby certify that the plans and specifications covered by Review of the plans and 0
this calculation are in compliance with the Florida Energy specifications covered by this 0
Code. calculation indicates compliance
with the Florida Energy Code.
PREPAREDBY: r1:"1Gt-' kvv (r_ Before construction is completed A, F-4 DATE:
0-7 17A r, I this building will be inspected for compliance
with Section 553.908 I
hereby certify that this building, as designed, is in compliance Florida
Statutes. with
the Florida Energy Code OWNER/
AGEN BUILDING OFFICIAL: DATE:
t DATE: S'T - I& Compliance
requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified
factory -sealed in accordance with R403.3.2.1. Compliance
requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope
leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2121/
2018 1:00 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: HABITAT Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 1300 Lot #
Owner Name: HABITAT FOR HUMANITY Total Stories: 1 BlocklSubdivision:
of Units: I Worst Case: Yes PlatBook:
Builder Name., ARMSTRONG AIR AND HEA Rotate Angle; 315 Street;
Permit Office: Cross Ventilation: No County:
Jurisdiction: Whole House Fan: No City, State, Zip:
Family Type: Single-family FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Ent Design Tamp Heating Design Daily Temp,
Design Location TMY Site 97.5% 25 % Winter Summer Degree Days Moisture Range
FL.Odando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium
BLOCKS
Number Name Area Volume
Entire House 1300 10424
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 OWNERS SUITE 200 1600 No 2 1 1 Yes Yes Yes
2 SUITE 2 147 1176 No I 1 I Yes Yes Yes
3 SUITE 3 122 976 No 1 1 1 Yes Yes Yes
4 M BATH 77 616 No 0 1 Yes Yes Yes
5 WIC 20 160 No 0 1 No Yes Yes
6 BATH 52 416 No 0 1 No Yes Yes
7 AC 13 104 No 0 1 No Yes Yes
8 HALL 36 288 No 0 1 No Yes Yes
9 LIVING 220 1760 No 0 1 Yes Yes Yes
10 DINING 196 1568 No 0 1 Yes Yes Yes
11 KITCHEN 220 1760 No 0 1 Yes Yes Yes
FLOORS
v# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tito Wood Carpet
1 Slab -On -Grade Edge Insulatio OWNERS SUITE 28.3 ft 0 200 1? 0 0 1
2 Slab -On -Grade Edge Insulatio SUITE 2 31 ft 0 146.7 I'll 0 0 1
3 Slab -On -Grade Edge Insulatio SUITE 3 13ft 0 1222 112 0 0 1
4 Slab -On -Grade Edge Insulatio M BATH lift 0 77.3 ft" 0 0 1
5 Slab -On -Grade Edge tnsulatio WIC I ft 0 20 ft' 0 0 1
6 Slab -On -Grade Edge Insulatio BATH I ft 0 51.6 Ill 0 0 1
2J21/2018 1:00 PM EnergyGaugeE) USA - FlaRes2017 Section R405,4,1 Compliant Software Page 2 of 5
FORM R405-2017
FLOORS
V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
7 Slab -On -Grade Edge Insulatio AC I It 0 13.3 fill 0 0 1
8 Slab -On -Grade Edge Insulatio HALL 1 ft 0 35.6 ft' 0 0 1
9 Stab -On -Grade Edge Insulatio LIVING 29.7 I'l 0 220 IV 0 0 1
10$la4-On-Grade Edge Insulatio DINING 13.3 It 0 195.642 0 0 1
1 ISlab-On-Grade Edge Insulatio KITCHEN 29.7 ft 0 220 112 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Dock Pitch
V Type Materials Area Area Color Absor. Tested Tested Insul. deg)
1 Gable or Shed Composition shingles 1457 111 326 It' Medium 0.9 No 01 No 0 26,6
ATTIC
V Type Ventilation Vent Rate (1 in) Area RBS IRCC
1 Full attic Vented 300 1303 (V N N
CEILING
V# Calling Type Space R-Value Ins Type Area Framing Frac Truss Type
I Under Attic (Vented) OWNERS SUITE 30 Blown 200 fill 0.1 Wood
2 Under Attic (Vented) SUITE 2 30 Blown 147 ft" 0.1 Wood
3 Under Attic (Vented) SUITE 3 30 Blown 122 ft' 6.1 Wood
4 Under Attic (Vented) M BATH 30 Blown 77 ft' 0.1 Wood
5 Under Attic (Vented) WIC 30 Blown 20 It' 01 Wood
6 Under Attic (Vented) BATH 30 Blown 52 ft' 0.1 Wood
7 Under Attic (Vented) AC 30 Blown 13 ft' 0.1 Wood
a Under Attic (Vented) HALL 30 Blown 36 111 0.1 Wood
9 Under Attic (Vented) LIVING 30 Blown 220 111 0'1 Wood
10 Under Attic (Vented) DINING 30 Blown 196 ft, 0.1 Wood
11 Under Attic (Vented) KITCHEN 30 Blown 220 ft' 0.1 Wood
WALLS
Adjacent cavity Width Height Sheathing Framing Solar Below
V # Omt To Wall Type
Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade%
I N=>NW Exterior Frame - Wood OWNERS SU 19 is 0 8 0 120.0 ft' 0 0.25 0,8 0
2 W=>$W Exterior Frame - Wood OWNERSSU 19 13 4 8 0 106.7 ft' 0 0.25 0.8 0
3 N=>NW Exterior Frame - Wood SUITE 2 19 11 0 a 0 88.0 ft' 0 025 0.8 0
4 E=>NE Exterior Frame - Wood SUITE 2 19 13 4 8 0 106.7 W 0 025 0.8 0
5 S=>SE Exterior Frame - Wood SUITE 2 19 6 8 8 0 53.3 ft' 0 025 0,8 0
6 N=>NW Exterior Frame - Wood SUITE 3 19 13 0 a 0 104.0 ft" 0 0.25 0.8 0
7 N=>NW Exterior Frame - Wood M BATH 19 11 0 8 0 88.0 ft, 0 0.25 0,15 0
8 S-SE Exterior Frame - Wood LIVING 19 15 0 8 0 120.0 it, 0 0.25 0,8 0
212112018 1:00 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
WALLS
VAdjacent Space Cavity Width Height Sheathing Framing Solar Below
Omt TO Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade%
9 W=>SW Exterior Frame - Wood LIVING 19 14 8 8 0 117.3 W 0 0.25 0.6 0
10 S=;,,SE Exterior Frame - Wood DINING 19 13 4 8 0 106,7 ft, 0 0,25 0.8 0
11 E—NE Exterior Frame - Wood KITCHEN 19 14 8 8 0 117.3 ft' 0 0.25 0.8 0
12 S=>SE Exterior Frame - Wood KITCHEN 19 15 0 8 0 120.0 W 0 0.25 0.8 0
DOORS
V Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
I E=>NE Insulated KITCHEN None .46 3 6 8 20 ft,
WINDOWS
Orientation shown is the entered orientation (=>) cha2ged to Worst Case.
wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
I W=>SW 2 Vinyl Double (Clear) Yes 0.27 0.25 N 30.0 ft' 2 ft 0 in 0 It 6 in Drapes/blinds Exterior 5
2 E=>NE 4 Vinyl Double (Clear) Yes 0,27 0.25 N 30,0 It' 2 ft 0 in 01161n Drapes/blinds Exterior 5
3 N=>NW 6 Vinyl Double (Clear) Yes 027 0.25 N 15.0 ft" 2 ft 0 in 046in Drapes/blinds Exterior 5
4 S=>SE 8 Vinyl Double (Clear) Yes 027 0.25 N 15,0 ft' 2 R 0 in 0 It 6 in Drapestblinds Exterior 5
5 W=>SW 9 Vinyl Double (Clear) Yes 027 0.25 N 53.6 ft' 2 ft 0 in 0 If 6 In DrapesMinds Exterior 5
6 E—NE 11 Vinyl Double (Clear) Yes 0.27 0.25 N 6,3 ft' 7 It 0 in 0 ft 6 In DraposMinds Exterior 5
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000356 1216.1 6636 125.56 2598 7
EATING SYSTEM
V# System Type Subtype Efficiency Capacity Block Ducts
I Electric Heat Pump/ Split HSPF:8.5 28.4 kStufhr 1 sys#1
COOLING SYSTEM
7 System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
I Central Unitt Split SEER- 15 28.4 kBW/hr drn 0.7 1 sys#1
HOT WATER SYSTEM
Vit System Type SubType Location EF Cap Use SetPnt Conservation
I Electric None DINING 0.92 40 gal 60 gal 120 deg None
2J2112018 1:00 PM EnergyGauge(D USA - FIaRes2017 Section R405,4,1 Compliant Software Page 4 of 5
FORM R405-2017
SOLAR HOT WATER SYSTEM
7 FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None
DUCTS
Supply Return Air CFM 25 CFM25 HVAC #
v # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool
I Attic 6 520 ft2 Attic 520 ft' Default Leakage AC Default) (Default)
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
cooling Jan
Heating Jan
Feb
Feb
Mar
Mar
Apt
Arp
Ma
M
nAuJunJulJ"'
Jul A
Sep
Sep
Oct
Oct
Nov
Nov
Dec
Dec
Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct 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
PM
78
80
78
80
78
78
78
78
78
78
78
78
78
78
78
78
80
78
80
78
80
78
80
78
Cooling (WEH) AM
PM
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH) AM
PM
66
68
66
68
66
68
66
68
66
68
68
68
68
68
68
68
68
68
68
68
68
66
68
66
212112018 1:00 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5
FORM R405-2017
Bum
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
The lower the EnergyPerformance Index, the more efficient the home,
1. New construction or existing New (From Plans) 9. Wall Typos Insulation Area
2. Single (amity or multiple family Single-family
a. Frame - Wood, Exterior R=19.0 124&00 ft'
b. NIA R= fti
3. Number of units, if multiple (amity I a N/A R= ft2
4. Number of Bedrooms 3 cl. N/A R= tv
10. Coiling Types Insulation Area
5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 1303.00 111
6, Conditioned Door area (ft') 1300 b, NIA R= W
c. N/A R- R3
7, Windows— Description Area
11. Ducts R 114
a. U-Factor. Dbl, U=0.27 149,85 fV 0. Sup: Attic, Ref: Attic, AH. AC 6 520
SHGC: SHGC=0.25
b. U-Factor: NIA
SHGC: 12. Cooling systems kBtufhr Efficiency
c. U-Factor N/A W a. Contra[ Unit 28.4 SEER:15,00
SHGC:
d. U-Factor. N/A ft-1
13. Heating systems kBtuthr Efficiency
SHGC: a. Electric Heat Pump 28.4 HSM8,50
Area Weighted Average Overhang Depth: 2.209 k
Area Weighted Average SHGC: 0,250
8. Floor Types Insulation Area 14. Hot water systems
Cap: 40 gallons
a. slab -On -Grade Edge Insulation R=O.O 1302.30 ft' a, Electric
EF: 0.92
b. NIA R= ft'
b. Conservation features
c. N/A R= ft?
None
15, Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signa ture, Date:%
V
Address of New Home: Cit IFL 1p:
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
Label required by Section R303.11.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
212112018 1:01 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4 . 1 Compliant Software Page 1 of 1
wrightsok Load Short Fonn
Entire House
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK BLVD, WINTER GARDEN, FIL 34787 Phone: 407-877-8090 Web:WWWARMSTRONGAIRINC.001vl
Job:
Date: Feb 21, 2018
By- ANTON KUVACH
For. HABITAT FOR HUMANITY
vd,A, 5;,-771
7
7
Rr' 'F, 77 1 1! 711-11717 1
Htg CIg Mttration
Outside db ('F) 42 92 Method Simplified
Inside db (F) 70 75 Construction quality Average
Design TD (*F) 28 17 Fireplaces 0
Daily range M
Inside humidity 50 50
Moisture difference (grAb) 23 47
HEATING EQUIPMENT
Make Carrier
Trade CARRIERAIR CONDITIONING
Model 25HBC53OA00300
AHRI ref 9154945
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 33 *F
8.5 HSPF
28200 Btuh @ 47°F
27 F
0-47 cfm
0.060 cfm/Btuh
0.50 in H2O
Backup: n/a n/a
lnntd=nkW ()tjtnUt=08tuh-100AFUE
COOLING EQUIPMENT
Make Carrier
Trade CARRIERAIR CONDITIONING
Cond 25HBC530A00300
Coil FX4DNB031 L
AHRI ref 9154945
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual airflow
Air flow factor
Static pressure
Load sensible heat ratio
12.5 EER, 15 SEER
19880 Btuh
8520 Btuh
28400 Btuh
947 cfrn
0,050 CIm/Btuh
0.50 in H2O
0.71
ROOM NAME Area
ft2)
Htg load
Btuh)
CIg load
Btuh)
Htg AVF
clml)
C4gAVF
cfM)
OWNERS SUITE 200 2824 3117 171 156
SUITE 2 147 2986 2290 181 115
SUITE 3 122 1355 1048 82 53
M BATH 77 1008 426 61 21
WIC 20 29 57 2 3
BATH 52 68 136 4 7
AC 13 0 0 0 0
HALL 36 0 0 0 0
LIVING 220 3242 6227 196 312
DINING 196 1347 2687 81 135
2795 01806 I Rea I ARKITCHEN420
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrightsoft,
20118-1`eb-21113:12:19
Righl-Sui" Universal 2018 18.0,07 RSU21356 Page 1
Ar-CN \alwvach\DesWpVlABrTAT
Entire House d 1302 15654 18874 947 947
Other equip loads 3974 2461
Equip. @ 0,97 RSM 20780
Latent 000ling 8842
rn'rA 1 0 1 IWIII) 4 nr-I)Q 1)(liz713 CIA 7 QA7
Calculations approved byACCA to meet all requirements of Manual J 8th Ed,
2018-Feb-21 13:12:19
Rght-SuibW Universal 2018 18.0.07 RSU21356
iujvach\DewopwmrrAT -
wrightsoft, Loads for Multiple Orientations
Entire House
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK BOO, WINTER GARDEN, FL 34787 Phone: 407-877-8090 Web: WVONARNISTRONGAIRINC.COM
For. HABITAT FOR HUMANITY
akokW Nu
051;017/
Ili, 3 ill 17 I
Job:
Date: Feb 21, 2018
By. ANTON KINACH
Location: Indoor. Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 17
Latitude: 28*N Relative humidity 50 50
Outdoor Heating Cooling Moisture differenoe (grAb) 23.4 46.6
Dry bulb (OF) 42 92 Infiltration:
Daily range (OF) - 17 ( M
Wet bulb (OF) - 76
Wind speed (mph) 15.0 7.5
Front Door North Northeast East Southeast South Southwest West Northwest
Sensible Load (Btuh) 20780 20449 18907 19687 19909 19557 18907 20251
Latent Load (5tuh) 8842 8842 8842 8842 8842 8842 8842 8842
Total Load (Btuh) 29622 29291 27749 28529 28751 28400 27749 29094
HeatingAVF (clm) 947 947 947 947 947 947 9.47 947
CoolingAVF (cfm)
1
947 947
1
947
1
947
1
947 947 947
1
947
Building Orientation Cooling Load
0
Direction Front Door faces
E.77914106,7, •I Ics F. Io a IR I il I UoNM E, aTtl411
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Feb-2113:12:19
Ftight-SuitAL)niversal20l8l8.0.07RSU21356 Page I
ACCK ...,,aWvach\DosWIAI-lABrrAT
wrightsoft, Building Analysis
Entire House
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK 81-VO, WINTER GARDEN, Fl. 34787 Phone: 407-877-8090 Web: WWWARMSTRONGAIRINC.COM
For HABrTAT FOR HUMANITY
0-"o M04W 6wel
4W4rd, fl -3:0-71
Location: Indoor
Orlando Int! AP, FL, US Indoor temperature ('F)
Elevation: 105 ft Design TD (*F)
Latitude: 28*N Relative humidity
Outdoor Heating Cooling Moisture difference (grAb)
Dry bulb ('F) 42 92 Infiltration:
Daily range *F) - 17 (M Method
Wet bulb (°F - 76 Construction quality
Wind speed (mph) 15.0 7.5 Fireplaces
Component Btuh/112 Btuh of load
Walls 1.9 2098 10.7
Glazing 7.6 1137 5.8
Doors 0 0 0
Ceilings 0.9 1171 6.0
Floors 4.0 5173 26.4
Infiltration 1.9 2406 12.3
Ducts 3669 18.7
Piping 0 0
Humidification 0 0
Ventilation 3974 20.2
Adjustments 0
1
Total
1 1 196281 100.0
Corn vent Btuh/fF Btuh of load
Walls 1.5 1594 75
Glazing 23.0 3444 16.1
Doors 0 0 0
Ceilings 17 2248 10.5
Floors 0 0 0
Infiltration 0.6 761 3.6
Ducts 5466 25.6
Ventilation 2461 11.5
Internal gains 5360 25.1
Blower 0 0
Adjustments 0
Total 1 1 213351 100.01
Latent Cooling Load = 8842 Btu
Aiii- 0.1 6.•
Job:
Date: Feb 2l,2018
By. ANTON KNACH
Heating Cooling
70 75
28 17
50 50
234 46.6
Simplified
Average
0
Walls
Ventilation
Glazing 'MI'1,11A
Ceilings
Ducts
Floors
Infiltration
Walls Ventilation
Glazing
Internal Gains
Ceilings
Infiltration
Ducts
P'k- w,,1s1ht<>ft- 2018-Feb-21 13:12:19
Right-SuiloO Universal 2018 18,0.07 RSU21356 Pagel
aaIWv'c'h'\D"osIdopViABrTAT
wrightsoft Component Constructions
AC
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK BOA). WINTER GARDEN, FL34787 Phone: 407-877-8090 Web;WWWARIVISTRONGAIRINC,COM
For HABrrAT FOR HUMANITY
Job:
Date: Feb 21, 2018
By. MTON KUVACH
Location: Indoor Heating Cooling
Orlando Intl AR FL, US Indoor temperature (OF) 70 75
Elevation: 105 ft Design TD (OF) 28 17
Latitude: 28N Relative humidity 50 50
Outdoor Heating Cooling Moisture difference (grAb) 23.4 46.6
Dry bulb (OF) 42 92 Infiltration:
Daily range (OF) - 17 (M) Method Simplified
Wet bulb (OF) - 76 Construction quality Average
Wind speed (mph) 15,0 7.5 Fireplaces 0
1111 11 1 IN= I III I I I wommom
Construction descriptions Or Area U-value Insull R Htg KM Loss 09 HTM Gain
IV Bk*VWF IF-T0tM Bhow ahh Mjw Bkh
Waits
none)
Partitions
none)
Wlrxkws
none)
Doors
none)
Ceilings
1613-30ad: Aft wiling, asphalt shingles roof mat, r30 veil ins, 1/2' 13 0.032 30.0 0,90 12 133 23
gypsum board int fnsh
Aj- wrightsc>ft- 2018-Feb-2113:12:19
vaVe ,chs, W1p-V11"
11—
r1T1AT`
11 Right-SWWO Universal 2018 18.0,07 RSU21356 Page I
Nalai
wrightsoft, Project Summary
Entire House
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK BOA), WINTER GARDEN, FL 34787 Phone: 407-877-8090 Web: VWMARMSTRONGAIRINC.COM
501je
i ^
For HABITAT FOR HUMANITY
24vo WtIlubko-u Ovo
Notes: YN 1.1%.0r
Job:
Date: Fob 21, 2018
By, ANTON KINACH
Weather Orlando Ind AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 92 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 17 OF
Daily range M
Relative humidity 50
Moisture difference 47 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 11985 Btuh Structure 13408 Btuh
Ducts 3669 Btuh Ducts 5466 Btuh
Central vent (129 cfm) 3974 Btuh Central yeent(129 cfim) 2461 Btuh
Outside air Id Ira
Humidification 0 Btuh Blower 0 Btuh
piping 0 Btuh
Equipment load 19628 Btuh Use manufacturers data n
Ratet In multipliers" Equipment sensible load
0.97
20780 BtuhInfiltration
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality eAverage
0 Structure 3661 Btuh
Ducts 1108 Btuh
Central vent (129 cfm) 4074 Btuh
Heatir? O, Outside air
8842 BtuhArea (It) 130 30 Equipment latent load
Volume (ft") 10418 10418
Air changesthour 0A5 0.23 Equipment Total Load (Sen+Lat) 29622 Btuh
Equiv. AVF (cfm) 78 40 Req. total capacity at 0.70 SHR 2.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carder Make Carder
Trade CARRIER AIR CONDITIONING Trade CARRIERAIR CONDITIONING
Model 25HBC53OA00300 Cond 25HBC530A00300
AHRI ref 9154945 coil FX4DNB031 L
AHRI ref 9154945
Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER
Heating input Sensible cooling 19880 Btuh
Heating output 28200 Btuh @ 47-F Latent cooling 8520 Btuh
Temperature rise 27 OF Total coaling 28400 Btuh
Actual air flow 947 cftn Actual air w 947 cfirn
Air flow factor 0.060 cfm/Btuh Air flow factor 0.050 cfm/BIuh
Static pressure 0,50 in H2O Static pressure 050 in H2O
Space thermostat Load sensible heat ratio 0,71
Capacity balance point = 33 OF
Backup. n/a rVa
Input =0kW, Output= 0 Btuh, 100AFUE
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
Plfh- vvris1hts<>ft"
201 B-Feb,21 13:12:19
RighVS0DO Universal 2018 180D7 RSU21356 Page 1
AED Assessment Job:
wrightsoft Date: Feb 2l,2018
Entire House %r MMN KINACH
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK BLVD, WINTER GARDEN, FL 34787 Phone: 407-877-8090 Web: VWMARMSTRONGMINC.00M
For. HABITAT FOR HUMANITY
24)6
sI fl Location:
Indoor Heating Cooling Orlando
Intl AP, FL, US Indoor temperature (*F) 70 75 Elevation:
105 ft Design TD, (*F) 28 17 Latitude:
28*N Relative humidity 50 50 Outdoor.
Heating Cooling Moisture difference (grab) 23A 46.6 Dry
bulb (*F) 42 92 Infiltration: Daily
range (*F) - 17 (M Wet
bulb (*F) - 76 Wind
speed (mph) 15,0 7.5 Hourly
Glazing Load Maximum
hourly glazing load exceeds average by 63.3%. House
does not have adequate exposure diversity (AED), based on AED limit of 30%. AED
excursion: 894 Btuh (PFG - 1.3*AFG) A,-
wrightsoft" 2018-
Feb-21 1312:19 Rght-
Sui" Uniyersal 2018 18.0.07 RSU21356 Page 1 W—'
CK -.%1wvach\Desktop*"rTAT
Duct System Summary Job:
wrightsoft" Data: Feb 21, 2018
Entire House W. MTON KWACH
ARMSTRONG AIR AND HEATING
671 BUSINESS PARK 804), WINTER GARDEN, FL34787 Phone: 407-877-8090 Web: WWWARMSTRONCARINC.COM
For. HABITAT FOR HUMANITY
74%0 ilq-uohv&K.
External static pressure
Pressure losses
Available static pressure
Supply/ return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50 in H2O
034 in H2O
0.16 in H2O
0.125/0.035 in H2O
0.088 in/100ft
947 cfm
EM
Cooling
0.50 in H2O
0.34 in H2O
0.16 in H2O
0125/0.035 in H2O
0D88 in/100ft
947 cfm
Name
Design
Bluh)
Htg
Cfirn)
Qg
Cfirn)
Design
FR
Diam
in)
H x W
in)
Duct
Mat
Actual
Ln (ft)
Ftg.Eqv
Ln (ft) Trunk
aEVH c 136 4 7 0.099 4.0 ox 0 VIFx 21.5 105.0 st3
DINING c 2687 81 135 0109 7.0 Ox 0 VIFx 14.6 100,0 sti
KITCHEN h 2795 169 145 0.103 7,0 Ox 0 VIFx 20.9 100.0 sti
LN*r-A c 3114 98 156 0.110 7.0 ox 0 VIFx 13.5 100.0 st'l
LIVING-8 c 3114 98 156 0.111 7D Ox 0 VIFx 12.9 100.0 st'l
M BATH h 1008 61 21 0.109 4,0 Ox 0 VIFx 9,8 105.0 s12
OWNERS SUITE h 2824 171 156 0.130 7,0 ox 0 VIFx 63 90.0 st2
SURE 2 h 2986 181 115 0.088 8.0 OX0 VIFx 26.3 115.0 st3
SUnE 3 h 1355 82 53 0.105 6.0 Ox 0 VIFx 18.9 100.0 SO
WIC C 57
I
2
I
3
I
0123
I
4.0
I
Ox 0
I
VIFx
I
6.1
I
95,0
I
st2
I J
14 '110,104to,
Trunk Htg CIg Design Veloc Diam H x W Duct
Name Type cfrn) c1m) FR fpm) in) in) Material Trunk
sti PeakAVF 447 592 0,103 554 14.0 0 x 0 VinIFIx
st3 PeakAVF 267 174 OD88 604 9.0 0 x 0 VinIFIx
w PeakAVF 233 181 0.109 528 9.0 0 x 0 VinIFIx
wrightsoft'
201S.Feb-2113:12:19
ramRight-SuikM Universal 2018 18D,07 RSU21356 Page I
ACC N .,1aIwvach\DesWp*1AB(1AT
Name
Grille
Size (in)
Fftg
cfm)
Cig
Cfm)
TEL
ft)
Design
FR
Veloc
forn)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Mat Trunk
rb2 OX0 9471 947 39.8 0.088 678 16.0 ax 0 VlFx
BoOft#c vakm he" been mamaNyove"Wen
wrightsoft,
2018-Feb-2113:12:19
Right-SuMOUnivorsal 2018 18.0,07 RSU21356 Page 2
ACC'k ,AalQjvach0asldDp+iABrTAT
N
Level 1
KITCHEN
10XI0
DINING
1OX10
LIVING .
1Z
7 6" OUTSIDE FRESH
7„, -
w\
7 "
AIRMIDAMPER
10X10 ------- —
14x 14
112
14 x 14
OWNERS SUITE
14x 14
4 HALL 12 x 12
V %
L 8 10"
610x6 1
1000
OX10
8
SUITE 3
10-91.110VA
Job P ARMSTRONG AIR AND HEATING
Scale: 1: 83
Perfomned by ANTON KUVACH for Page 1
FiABrTATFOR FtJMANrTY 671 BUSINESS PARK BLVD Pight-Suite@ Univemal 2018
WINTER GARDEN, FL34787 18.0.07 RSU21356
Phone: 407-877-8090 2018-Feb-2113:12:39
WWWARMSTRONGAJRINC.COM ...p+IABrrAT
12-3
Ok to construct Single Family house as shown on plan.
Meets area and dimension regulations for the
zoning district. Per Schedule J, at least one (1)
3-ZZ' r'"f h tree shall be located in the required front yard.
R/ —-
Benchmark Information -
Florida Department of Transportation Datum Elevation: 37.12'
Florida Department of Transportation
Florida Permanent Reference Network (FPRN) District 5
G.P.S. - Geodetic NTRiP Network Base I.D. - Sanford, Seminole County
Continuously Operating Reference Station (Cors) Station: SNFD
Elevations are based upon North American Vertical Datum 1988)
Site Benchmark Information -
BM -4 ##1
Found Nail & Disk (LS 3382) in Centerline of Pavement
Elevation: 37,12'
BM 0 #2
Set Nail & Disk (LB 7623) in Edge of Pavement
Elevation: 37.74'
ryyo
Existing Elevations (Typical)
2400 MARSHALL AVENUE
SANFORD, FL 32771
Area Calculations
Total Lot Area= 16,067 sq ft (100%)
Impervious Area= 2,108 sq ft (13%)
Pervious Area= 13,959 sq ft (87%)
Elevations are based on
civil grading plans.
Lot is Type "A" Grading Plan
Legal Description:
Lot 10
Block 3
Lot 9
Block 3
Plat Street Name - Franklin Street
50' Right -of -Way)
o 24L*ri St'reet COP,,'
d
4. < -
1. - (Asphalt Road) 1, - < - _ 1 1
CM Well Box
L 1 ,Fnd 2 1/2 IP Edge of Pavement
tiN"' IaenLlncarlon) BM
Fnd. %" R@FH bar
N.
1.tI,
E.
1.67' #2
VVPP Cap "
LS 3382' 19 Guy F1ID Telephone Pedestal 3
Z
0
a
010
Fnd.
2" IP s No
Identification) , N 89o47'38" E 13 .65' (M I
N. 0.57, E. 1.00, 129.
72 t(P T
I Kati I .
e v
1 23.5' A jtr
Concrete 6; 23.
4 3;
11.3' , Septic
Area Concrete
O
C8oar-
tie {
Q Lot
12 ^ Block
3 Vacant
Land Fnd.
5/8" Rebar Cap "
LB 2108" II
I
I I
I I Lot
8 I F Block
3 Iw w Tree
Note: ! 1
I
I Palm -
Denotes Tree Type I I
r—
18") -
Diameter of Tree measured at Chest Height I LOTS
11 AND 12, SLOCK 3, 3RD SECTION DREr NIWOLD, ACCORDING TO THE FLAT THEREOF,
AS RECORDED IN PLAT BOOK 4, PACE 70, OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA. Flood
Information: BY
PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE
LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO:
HABITAT
FOR HUMANITY 1a
ut vS Block
3 Fnd,
3/4" IP R No
Identification) .:1 Block
Corner -'b Q
1
Oaf1
1.
1 '`
1 1 1
1
I
rn
cni N
d1 1,
t I ID 1 N/
Proposed
W N
Concrete Driveway o ............. c 13.
3'.'.'.;.;. Proposed'. as OneStoryaConcrete
Block Q n - 25
Residence # 2400 ::':•7.D'•,: THEJESUP-
3BR•••• FFE =
39.0) .:.;.:.'.'.'.': .':.'. ?'. fiD.
a' .......: '' :. .'0 25
Proposed
LP 91
a paw S
89a50'16" W 129.69' (M) BB"
129.72' (P) Lot
13 Block
3 Revision:
Add Proposed Residence Drawn By: DC 2/26/18 2400
MARSHALL AVENUE, SANFORD, FLORIDA 32771 15
in
caO E
Fnd.
5/8" Rebar Cap "
LB 2108" I
5
Ia
to to
o
to
a' to o
3
0 aCDm
ti
Fnd.
Nail & Disk BM
LS 3382) Note:
FH -
Fire Hydrant WPP -
Wooden Power Pole F?
old Date:1J23l2013 Date Completed: I p2J271201ONOTEs- 5urvey
is Based upon the Legal Description Supplied by Cliem. avitf
Gj/. j. ,. i rile I -43880 PP i'nou[urg Yropema: ueeas nave NOl teen its,eatC ad;ar Gaps.Ova taps.ndior Hiatus. SubjecttoanyEasementsand/or Restrictions of Record, Leg
ena- Beanng basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB'. C
Calmdeted PC - Point of Curvaturn Buliding Ties are NOT to be used to reconstruct Property Ura:. k
Cenledine Pg, - Page Fenca Ownarshlp is NOT determined. ce
Concrete Block. PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footaa have NOT been located UNLE55 CM
Concrete Monument P.O.B. - Point of Beginning otherwise noted. Conc.
Concrete P.O.L.-Point on Line Septic Tanks and/or Drainfield locations are approximate and MUSTbe verified by DDescriptionPP - Power Pole appropriate Utility Location Companies. DE
Drainage Easement PRIM - Permanent Reference Use of This 5urveyfor Purposes otherthan Intended, Without Written Verification, will be Esmt.
Easement Monument at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be F.E.M.A. Federal Emergency PT - Point of Tangency Construed to give ANY Rights or Benefits to Anyone Other than those Certified. ManagementAgencyR - Radius FFE
Finished Floor Elevation Rad. - Radial PDmn-=eF!rIT=.-^.sT- Fnd.
IP
Found
Iron
Pipe R&
C - Reber & Cap Rec. -
Recovered NONE VISIBLE L
Length (Arc) Rfd. - Roofed M
Measured Set - Set %" Reber & N&
D Nail & Disk Rebar Cap "LB 7623" N.
R Non -Radial Typ. - Typical ORB
Official Records Book UE - Utility Easement P
Plat WM -Water Meter P.
B. Plat Book p - Delta (Central Angle) 0-
Wood Fence 0- • Chan Link Fence Gra
hie Scale V
15' 36' 60' Scale:
1 "=30' I
hereby Certify that this Boundary Survey of the above Described Pmoenv is anc ___
7 to Mo cl= of my f omooga an. stlal as racanity Surv'ayad under
my Direction on the Date Shown. Based on Information furnished to Me as
Noted and Conforms to the Standard of Practice for Lana Surveying
in the State of Florida In accordance with Chapler 5J-17.052 Florida Administrative
Codes, Pursuant to Horn 472 27 Florida Statutes. sra ,
FIRM
Patrick
K. Irelan o"'ce 6637 LB 7623 This
Survey Is intende AIl;Y use of Said Certified Parties. This
Survey NOT VALID A and Embossed Ah Survevol's Seal. Ireland
Associates survep"ng, 111C. 1301
S. International Parkway Suite 2001 Lake
Mary; Florida 32746 www.
irelardsurveying.com Office-
407.678.3366 Fax-407.320.8165 i
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Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
amm
01 Te k
RE: 180067 - MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Tampa 610-4115
Customer Info: Habitat for Humanity (Seminole) Project Name: . Model: The Jesup - Al
Lot/Block: . Subdivision:
Address: 2400 Marshall Ave. , .
City: Sanford State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE7-10 Wind Speed: 139 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No.
1 T13350498'Cj1 2M/18 '118 2
T13350499 CJ3 19 EP
20
4
T 1 325050 1 2/28/18 5
T13350502 HP 2/28/18 6
T1335050 RF01 7
T13350504RF02 8
T1335050500 2/28/18 9
IT13350506 RF04 10
T13350507RFcI5 2/28/18 11
T13350508006 2/28/18 12
T13350509RF07 13
t13350510RF08 2/28/18 14
RF09 2/28/18 15
IT13350511
T13350512RF16
2/28/18 16
T1 3350513 V01 17
T1 335,0514 V102 Seal#
Truss Name Date T0350515'
V03 2i28/18 IT11
33,50516 1 VO4
2/28/118 T13350517
V05 2/28/18 The
truss drawing(s) referenced above have been prepared by MiTek USA.
Inc. under my direct supervision based on the parameters provided
by Manning Building Supplies. Truss
Design Engineer's Name: Velez, Joaquin My
license renewal date for the state of Florida is February 28, 2019. IMPORTANT
NOTE: The seal on these truss component designs is a certification that
the engineer named is licensed in the jurisdiction(s) identified and that the designs
comply with ANSUTPI 1. These designs are based upon parameters shown (
e.g., loads, supports, dimensions, shapes and design codes), which were given
to MiTek. Any project specific information included is for MiTek's customers file
reference purpose only, and was not taken into account in the preparation of these
designs. MiTek has not independently verified the applicability of the design parameters
or the designs for any particular building. Before use, the building designer should
verify applicability of design parameters and properly incorporate these designs into
the overall building design per ANSI/TPI 1, Chapter 2. Qu
IN' V 68182
Cr
Z STATE
OF 44/ 0
0
R k 0
N A Joaquin
vftPE NO,681 B21 MIT USA, '
4' 34 69"ParkeE
84d4'Z,,,piFL&%10 Data:, February
28,
2018 Velez, Joaquin
I of 1
F13350498
12 1
Job Truss Truss Type
180067 oil Jack -Open
Manning Building SLIPPIWS, Apopka, FL - 32703,
LOADING (pst)
TOLL 2W)
TGDL TO
BGLL 0,0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.2
BOT G HORD 2x4 SP No.2
1 0-0
1-0-0
0
luoFeb 2/14:06:462018 Pagel ID:
18ri)ZxdVcniYeRE4?j6VOrWzoDtA-hXZNCyRwWYQW1Jl-w9EqNaKSEho Oet9cSuJLfozgvyd 1-
0-0 2x4
1-
0-0 1-
0-0 SPACING-
2-0-0 CSI. DEFL, in too) I/detl Ud Plate
Grip ROL 1,25 TC 0,06 Ved(Lt-) 0,00 5 999 360 Lumber
DOL 1,25 BG 0.01 Vert(CT) 0.00 5 999 240 Rep
Stress Incr YES WB 000 Horz(CT) 0,00 4 n/a n1a Gode
FRC201 7[T P12014 Matrix MP REACTIONS, (
Ib/size) Max
Harz 2=27(L(,, 12) Max
Uplift 3,z,-1(ILG 9), 2=-70(LG 12) Max(.',
tav3-10(i-(-'3),2=118(LG1),4=12(L.Gl2) FORCES. (
Ib) - Max Comp./Max. Ton, - All forces 250 (1b) of les,,; except when sh,,)wn. Scale =
1,6 1 PLATES
GRIP MT20
244/190 Weight:
5 it) FT = 204a BRACING -
TOP
CHORD Structural wood sheathing directly applied or 1-0-0 00 PLIllins, BOT
GHORD Rigid Gelling directly applied or 10-0-0 or; biacing. NOTES-
1)
Wind: ASCE 7-1 O; VUltz-.139niph (3-second gust) Vasd=108mphl TCDL=-4,2psf, BGDL 5,0pst, h-25ft; B--451t: L 24fl, eave=zlft, Cat. 11,
Exp B, Encl., (30pi=0.181 MWFRS (directional} and G-G Extefrot(2) zone; cantilever left and light exposed: end vertical left and rrqlhitexposed;
G,C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2)
This truss has been designed for a 10,0 psi bottom chord live load noncencurient with any other live loads 3) *
This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle, 3-6-0 tail by 2-0-0 wide will
fit between the bottom chord and any other members. 4)
Refer to girdei(s) tot truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Joaquin
Velez PE No,6812 WT,
rk, USA, Inc, FL Carl 6634 6904
Parke East SKd, Tampa FL 13010 Date:
February
28,2018 AA,
WARNING- Verity design paranWers and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Affl-7473 rev. laey.1015BEFORE USE. 1W , 11',
Aflo K I J nly tit -n; a#,( ir(+4, qlo q t'' 4n, 11, tar (:Ai Inc Jivi, Elfin 1xfqdlntcourt (alt IlWt I i, Akfir'
q dk-wIn", mu'l V"Iffy tho "I 41W MR' M!Tek' Movk),, dolrvc.,
Ty, ell.' *
41, #'K1 A huWsand Oirw 4yttems, a, ,.ANSI/TPII Quality CrItefla, DSB-89 and BCSI Building Component 6904 Parke East BNd Salloty, Information ow*AA,
from Irm, ll,*lnsfiruka. 4111 N ttt,t Sli-A. `,,iro M2, Akwin,frill. VA Tarroa, Fl, 33610
Job
T13350499
180067 W3 Jack -Open 12 1
Jicb Reference L0_pL1(_ n a 32703
8.210 s Feb 12 2018 MtTek Industries, Inc., Toe Feb 27 14:06:47 2018 Page I ID:
18iiiZxdVctitYeRE4?16VCiWzoDiA-9k71PlRYHsYNfTw6)xLc7X?08('JDNKPIIIY3vOFzgvyc 1-
0-0 3-00 1
0-0 3-00 2,,
4 = LOADING (
pst) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Jd TOLL
20,0 Platt, Gnp DOL 1.25 I-C 0,06 Vetl(LL) 0,00 7 999 360 T(',
DL TO Lumber DOL 1,25 BC 0.07 Vert(CT) 0,01 4-7 999 240 BULL
0,0 Rep Stress Incr YES WB 0,00 Hotz(GT) 0,00 3 n/a rVa BGDL
10.0 Code FRG2017/TP12014 Matrix -MP LUMEIER-
TOP
CHORD 2x4 SP No,2 BUT
CHORD 2x4 SP No,2 REACTIONS. (
Ilblsize) Max
Horz 2=49((-C 12) Max
Uplift 3--25([-C 12), 2=455(l-C 12) Max
Gras 3=63(LO 1), 2=1 72([-(-', 1), 4=50(LC 3) FORCES. (
Ib) - Max. Comp,/Max, Teti, - All forces 250 (1b) or less except when shown. Scale =
1 9 4 PLATES
GRIP MI
20 244/190 Weight:
I I in FT = 20% BRACING -
TOP
CHORD Structural Wood Sheathing directly applied or 3-0-0 oc purlins. BOT
CHORD Rigid (;e ling directly applied of 10-0-0 oc bracing, NOTES-
1)
Wind: ASCE 7-10 ' Vult=139niph (3-second gust) Vasd=1 08rnph; TCDI-=4.2pst: 13GIDI-z-.5.0pst, hv251t. B45ft: [-.=24ft;eave=,Ift; Cat. II: Exp
B ' Encl., GGpi=0,18: MWFRS (directional) and G.-C Extenol(2) -1-0-0 to 2-0-0, Intenoi(l) 2-0-0 to 2-11-4 zone, cantilever left and right
exposed , end vertical left and right exposed'C-C for members and forces & MWFRS for reactions shown, Lumber DOL1.60
plate grip DOL-1,60 2) This
truss has been designed for a 10,0 Fist bottom chord live load nonconGurrent with any other live loads. 3) ' This
buss has been designed for a live load of 20,Opsf on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wlde will fit
between the Wien) chord and any other members, 4) Refer
to gitclet(s) for truss to buss connechoris, 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 2 Joaquir Velez
PE Ni%.68182 MiT6 USA,
inc, FL Cu rt $634 69N Pkireii
East Blvd, Tampa Fl, 13610 Date: February
28,
2018 Ank WARNING -
Verify design Parameters and READ NOTES ON THIS AND INCLUDED MIFTEK RIFFERANCE PAGE W7473 rev, 1010312015 BEFORE USE. Itjn vill "
I tor il", vNy Mth Milok,, 1W, $'x*'jn Is t xmtO' my ill -14 I'll, Aw+,is sh,w), an. I Is for., V1 if IjAdtrot litilkling "111tx)1"mi, felt o fin"" 4Yst')
w N't-w m-th"hulldlnj 1iustv'rify tho (j; 4 11- iAlly "t J'iu ond t4ol x=Ily itq -fol, , tt'K d' Into fhnV'>I' At I ufl'AlI(R>sinn. Wickq I1%1- ps'
v'11 I "A rrx%+tI'A miss Wet, nanmtxxs /0firIutt 1"tffxforycXd [xam,n,'I t4'k . it Wek' kwtqe' r,41v'ay' oroclk"n ond ri, gw—s' Ind hu'' syskXom
u,>uANSI/TPII Quality Criteria, DSR-89 and aC$1 Bv9ding Component 6904 Parise East Blvd. Tarwa FL 33610
Job Truss
CJ5
e$, Apopka, Ft. - 32703,
1-00
1-0-0
2x4
Jack -Open 12
LOADING (psu SPACING- 2-0-0 CSL
TCLL 20.0 Plate Grip DOE 1,25 TC 0,28
ICDL TO Lumber DOL 1,25 BC 024
BELL (), D Rep Stress Incr YES WB 0.00
3GDL too Code FRC2017f1P12014 Matrix -MR
LUMBER -
TOP CHORD 2X4 SP No-2
BOT CHORD 2X4 SP No,2
REACTIONS. lb/size) 3=115/Mecliariical,2=242/0.8-0,4=(33/Meolia(iicaI
Max Herz 2=71 (LG 12)
Max Uplift 3=-50(,LC 12), 2-- 73(L C 12)
Max Grav 3= 1 15(LC 1), 2=242(LC 1 ), 4=87(LC 3)
FORCES. (lb) - Max, Gorrp,/Max, TH1, - All forces 250 0b) or loss except when shown.
T13350500
8.210 s Feb 12 2018 Mil ek industries, inc. lue Feb 27 14:06:47 2018 Page I
ID:[8n1ZxdVct)tYeRE4?j6VCtWzoDiA-9k7lPlRYHsYNfTw6jxLc7X?LxCHdNKP[hY3vOFzgvyc
5-0-0
Scale = 1: 12,7
71
540
DEFL. in 10c) Wall Ud PLATES GRIP
Vert(LL) 0,04 4-7 >999 360 MT20 244/190
Vert(GT) - 0, 06 4-7 >999 240
Horz(CT) 0,00 2 n(a Iva
Weight: 17 lb FT = 20%
BRACING-
T-OP CHORD Stniclural wood sheathing directly applied or 5-0-0 oc pudins.
BO'T CHORE) Rigid coiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10: Vult-_ 139mph (3-second grist) Vasd=1 08rnplo, TCD[-4,2psf; BCDi_=5,0psf1 h=25ft. 0w451`11 L 24ft; eave=,Ift: Cat.
11;Exp!3 Encl., Wpi=0,18; MWFRS (directional) and C-C Extenof(2) -1-0-0 to 2 0-0, Intenor(l) 2-0-0 to 4-11-4 zone; cantilever loft
and right exposed ' end vertical left and right exposed;C-C for members and forces & reactionsforfctions shown, Lumber
DOL=1.60 plate grip DOL=1 .60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads,
3) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bortOR! chord and any other fnerribets,
4) Refer to girder(s) for truss to truss connections.
5) Ptovide, mechanical connection (by others) of buss to hearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2,
Joaquir, Vel", FIE No.68162
WA USA, Inc. FL Coil 6634
004 Parka East Biyd, Tampa FL 53610
Date:
February 28,2018
J lk WARNING- Verify design Parameters and READ NOTES ON THtS AND INCLUDED NITEI(REFERANCEPAGE MY-7473ray. 106QW01SOFFORE USE, p4"
V4-Aid for mo enly With rvlll,+IN-1-jolt 1% showl, , rn' I N tor (14 he IAiu' It Lxsodhvf I x, A I lfrr%
sYA(If, Poforo kk5(^, musfwaft ry lhootj,lk ohriffy (4, io,4on it &,thoov"wAl Nil' WoOoq is to
prowii1i txkcklhx4 4,I IndividwA tirrss A"Jivilot "n,'r, I ntoMx nN only, Ad,fifiorr)l lotnIx,vify wid ;,iftvin*iit twt;ino Wek' K'AW, IY5roquil-i lot 'IA"Hily'ri'd In i, qov,.441 with j " ssjt +t,clm,wtl intrity and f, 'I c411111A LxdJonc c ioy fltffno tho f4 A4k-,1tk,n,
kwjqe, dolivoly, ow 11,41, in, i tnacux7 or and 11w" %Y'k11", w,*N$I/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka East BIA Safety IntQ(mal <w4lot
4(, from Io w 11, ito Instihito, 21ia N I o, Stre t, ti4flYe 3 19, VA,173)4, Tampa,R 1,4610
Job TIUSS Truss Type
180067 EJ7 Jack -Open
MWI-11119 B_,Ill -dI ni-S61—ppilesApopka, —FL32703,
1,0,0
1-0-0
1,e
3)(4
T13360601
21 1
8,210s Feb 122018MiTek Industries, Inc. Too, Feb 27 14:06:482018 Page I
I D: I 8rnZxdVcniYe R E4?j6VGrWzoDiA-dwh7ceSA29gE HdVJ H fst It XR KcZ n6nfvwCoSwhzgvyb
700
7-0-0
7_0_0
700
LOADING pst) SPACING- 2-0-0 CSI. DEFL,
TGLL 20,0 Plate Grip DOL 1,25 Tc 0.63 Vert(LL)
ICDL 7.0 Lumbef DOL 1,25 BC 0.50 Vert(CT)
BELL 0,0 Rep Stress Incr YES WI3 0,00 Horz(GT)
BGDL 10.0 Code FRC201711-PI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP 1\10.2
BOTCHORD 2X4SPNo,2
REACTIONS. (Ib/size)
Max Harz 2=93(LC 12)
Max Uplift 3=-74([_G 12), 2=-82(LC 121
Max Grav 3,-165(LG 1), 1), 4-,-124(LC 3)
FORCES, (11h) - Max. Corup.iMax. Von, All forces 250 (lb) or less except when shown.
Scale: 314"n V
in (loc) I/dell Ud PLATES GRIP
011 4-7 750 360 MT20 2441190
0.22 4-7 >371 240
0.00 2 n/a n1a
Weight: 23 Ith F1 = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
NOTES-
1) Wind; ASC E 7- 10, Vult-- I 39n)ph (3-second gust) Vasd= 1 08rnpli; TG DI-4,2Psf: BCD _=5 .Opsf, h=25ft: B45ft. L=24ft' (,ave=4tt, Cat, I[:
Exr, B: Encl., GCpi=0,18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Inletror(l) 2-0-0 to 6-11 4 zone, cantilever left and
Tight exposed , end vertical rettand right exposed;C-C. for members and forces & MWFRS for reactions shown, Lumber DOI,-
1,60 plate grip DOL=1 .60 2)
This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) *
This truss has been designed for a live load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. 4)
Refer to qiider(s) for Truss to truss connections 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 2, Joeluir
VeIPF PE No,69182 yli7ek
USA, Inc. FL Cort 6634 6904
Parke EW Btvd. Tampa FL 63610 Date:
February
28,2018 A),
WARNING -Verify design parameters and READ NOTES ON THIS AND 1NCIUOEDMITFK REFERANCE PAGE 11,19-7473rov, tav"gisUEFORE USE. fkrsllln
V(91'1 I"I tm"niv,"Ath far I, a(, is IKIwdcA,IyI)j-ll txtunelr rs st -I I, 'MI. I I,, f< I 'It. in,AA4 I'll kljl,jirx I III
kwssysjotn, w4owm", ltwhkakflnt I doqqno. inwAvolify It a lrf At- lhoily I' 11(1100,1110"rIJAIIIVJIVA I, lj,: lht-t,,Aipnilvio k* $
illq, kxsrqn, nlo*yj i's t', l4ov"nt t,i,r,*liIlq out Ovwl motntxnonly, X i• 1111, 1 YA lourtr c xy, , In, If xitwillora to<xanr MiTek' I'll
lho O'livoly,
QuolltyCriteria, M-49 and BCSI BuftngComponent 6904 Parke East Blvd Safety Information , iv, *.
A 4o tram lrtm inslituto, ?18 N terra Mie-or 3 t, Pjoxotd;kx VA 'Kll 4, Tampa FL 31610
T13350502
180067 HJ7 Diagonal Hip Glider 6
Jab Reference a tionai
Manning Building Supplies, Apopka, F L 32703, 6,210 s Feb 12 2018 pi Industries, Inc. Trie Feb 27 14:06:49 2018 Page 1
ID:18rnZxdVcriiYeRE4?j6VCrWz!oDiA-56FVq topTo5(jt)4VrMN4Cy4fU?LjEr8A28sYOS7zgvya
1-5 0 9 10113
4-6 10
Scale = 1 21.3
3x4 m NAILED NAILED
10 13
471S
0-0-1
LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in to(,,) I/dotl LJd PLATES GRIP
TOLL 20,0 Plate Grip ROL 1-25 TC 0-41 Vod(LL) -0.04 6 7 >999 360 M F20 244/190
TCDL 7,0 1 urnttei DOL 1.25 BC 0.55 Vorl(GT) -0,09 6-7 >999 240
BCLL 0,0 Rep Stress Incr NO WB 0,43 Hotz(GT) 0D2 5 n1a We
BGDL 10,0 Code FFIC2017/TP12014 Matnx-MS Weight: 40 In FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc pullins.
BOT CHORD 2X4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing.
WEBS 2x4 ED No.2
REACTIONS, Olb/size)
Max Hoiz 2=105(t-G, 4)
Max Uplift 4=-64(1-,C 4),2=-159(LG, 4), 5----36(LG 4)
FORCES, (lb) - Max, Comp,/Max. Ten. - All forces 250 (It)) or less except when shown.
TOP CHORD 2-3=- 1 115/169
BOT CHORD 2-7--22411074, 6 7--224/1074
WEBS 3-7-0/282, 3-6=-1 116/232
NOTES-
1) Wind ASCE 7-10; Vur-139rnph (3-second gust) Vasd,108inph, TCDL=4.2psf, BCDL=5.Opsf, 11=25ft; 13=4511. L=24ft, eavez-Aft, Cat,
11; Exp B ' Encl.,GCpi=0,18; MWFRS (directional), cantilever left and tight exposed . end vertical left and right exposed, Lumber
DOL=1,60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pst bottom chord live load nonconcu I rent with any other live loads,
3) * This truss has been designed for a live load of 20,Opsf on the boltorn chord In all areas whete a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to russ connections,
5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except
2= 159,
6) "NAILED" indicates 3-10d (0.148"x3") or 2 12d (0.148"x3.25") toe -nails per NDS quidl(nes.
7) in the LOAD CASE(S) section, leads applied to the face of the truss are noted as front (F) or back (B),
LOAD CASE(S) Standard
1) Dead + Root Live (balanced): Lumber Increase-1,25, Plate lnciease-1,25
Unifonn Loads (pit)
Vert: 1-4=-54,5-8=-20
Concentrated Loads (Ib)
Vert: 10=-7(F=-4, B=-4) 11 =-3(F=-I, 13=- 1) 12=-76(1`=-38, B=-38) 13=-20(F=-10, B=-10) 14=-69(F=-34, B=-34)
Joaquin Velez PE Nc-,0182
MiTeX USA, firic. FL Cert 604
00 Parke East Blvd. Tampa FL 3,16100
Date:
February 28,2018
WARNWG- Verify design parameters and READ NOTES ON THIS AND INCLUDED UtTEKREFERANCEPAOEMU-7473mv. fateilwlS BEFORE USE
I'W'11tvc1110fol usesoly With R4ftt I tiv,t"is, I,,try I 'InliviiA'Alol ti*finq c(AojIsnL w I ftw%
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dosiqr, Wr*tq Indicol", 11, 1, t A -( I'vIN'LlwAl trum ,fs,t, I I I ,I tjy zal(rill,r" A Y 91,1 f-IfW v it I 4.)' it Iq Wek' is uRa
f"I st, it 441y'lo'll I,f A, Va,nl With I -ssttq, l,'I'onot infIxyoti r I oir 'A ly'l, )I I, g'llovll qlkhtit- lht, I, tt eicattcxt,
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ikA4o [ram liras III, ak, IrtStihAe, 216 N, 1,xec Strtirti L Suite "W,', NoxofArkr. VA 22314, T&ffpa FL
T13350503
180067 RFOI
Manning -a-lipp-lie-s- Apo
0-0 7-00
1-0-0 7-0-0
400 -i2
Hip Gilder
32703, 8,210 s Feb 12 2018 MiTek Industries, Inc, Tue Feb 27 14i06:50 2018 Page I
ID:18t,nZxdVrn;YeRE4?j6VGrWzc,DiA-ZJptIJUQat)wyWwft)04uJiAdjPPAXabaCNWHZ Zzgvyz
11-8-9 163-7 21-0-0 28-0-0 29-0-0
4-8-9 4-6-13 4-8-9 7-0-0 1-0-0
6xl2 M18SHS - NAILED NAILED NAILED
6Y12 P,li
NAILED
I 5x4
ENAILD 3x4 -- NAILED
3 19 2a 4 21 22 5 23 24 6
Scale - 1,453.9
I z
25 26
11
27 28 10 29 30
c
4x12
I 5x4
NAILED 7Y, 14 MT20HS = NAILED 4x4 = NAILED
1,5Y,4
4x12 =_
NAILEDNAILED NAILED
7-0-0 11 -8-9 16-3-7 21-0-0 28-0-0
70-0 4-8-9 4 6- 13 4 8-9 7-0-0
Plate Offsets (X,Y).- 12:0-0.3,Edgel, [3:0 9-0,0-2,6], [7:0-0-3,Edge]. [10:0 1-12,0-2-0], [11:0-6 8,Ed9e]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ictc) /defl I-Jd PLATES GRIP
TOLL 20,0 Plate Grip DOL 1.25 TC 0.84 Vert(-L) -Q,44 10-11 7760 360 M-T20 2441190
TCDL TO Lumber DOL 1,25 BG 0,74 Veu(GT) -0,82 10-11 >4 06 240 MT20HS 187/143
BOLL 0,0 Rep Stress Incir N 0 WB 0A2 Hoiz(CT) 018 7 n/a n/a M18SHS 244/190
BCDL 10,0 Code FRC20171TP12014 Matrix -MS Weight: 121 lb FT = 20%
LUMBER- BRACING-
TOP CHORD 2x4 13P 225OF 1,9E TOP CHORD Structural wood sheathing directly applied or 2-3-9 oG puffins.
BOT CHORD 2x4 SP 225OF 1,9E BOT CHORD Rigid ceiling directly applied or 7-5-4 etc bracing.
WEBS 2X4 SP No,2
REACTIONS, (Ib/size) 2=2174/0-8-0, 7=217410-8-0
Max Horz 2=34(LC 24)
Max Uplift 2=-428(LC 8), 7=-428(1-G 8)
FORCES. (lb,) - Max, Comp./Max. Yet). - All forces 250 (lb) or less except when shown
TOP CHORD 2-3--5904/105% 3-4n-7168/1312, 4-5-7106/1284, 5-6-7092/1293, 6 7=--5900/1060
BOT CHORD 2-12=-936/5550, 11-12=-934/55863 10- 11 =- 1200/7092, 9-1O=-934/55821 7-9=-936/5546
WEBS 3-12=0/649,3-11=-320/1866,4 11=-541/245,5-10=-,564/232,(3-10=-30211801,
6-9--0/637
NOTES-
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-10: VLAF139mph (3-second gust) Vasd=108miphl TGDL=4.2psf1 BCDL=5.0pst; h=25ft; B=45ft; L,28ft: eave=411; Cat. III
Exp B; Encl., GCpi=0,18; MWFRS (directional), cantilever left and fight exposed , end vertical left and right exposed; Lumber DOL=
1,60 plate grip DOL=1,60 3)
Provide adequate drainage to prevent water pending, 4)
All plates are M V20 plates unless ott iwwise indicated, 5)
This truss has been designed for a 10,0 psf bottom chord live load nonroncui tent with any other live load,,, 6) '
This truss has been designed for a live load of 20,Opst on the hollorn chord in all areas where a tectangle, 3-6-0 tali by 2-0-0 wide will
fit between the bottern chord and any other members. 7)
Provide mechanical connection (by othe(s) of truss to hearing plate capable of withstanding 100 in uplift at joints) except (jt=lb) 2-,
426,7=428, 8) "
NAILED" indicates 3-1 Eld (0, 1 48"x3") or 3-12d (0. I 48"x3.25") toe -nails per NDS quidlines. 9)
Hanger(s) or other connection dewce(s),shall be provided sufficient to support concentrated load(s) 2019 In down and 175 [1) Lip at 7-
0-0, and 209 lb down and 175 lb up at 21 -0-0 on top chord, and 386 lb down and 50 lb up at 7-0-0, and 386 lb down and 50 lb up at
20-11-4 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 rioted as front (F) or back (B). LOAD
CASE(S) Standard 1)
Dead + Root Live (balanced): 1-Urnber InGrease,--1,25, Plate lncrease=1.25 Uniform
Loads (pit) Joaquin Velez PE No-ia082 Vert:
1-3=-54,3-6=-54, 6-8=-54, 13-16=20 I%
Tek U$A, inc, FL Cert 6634 004
Parko EaTt Blvd. Tampa FL 33610 Date,
February
28,2018 WARNING
Verity designpammeters and READ NOTES ON THIS AND MIUDEDMITEKREFERANCE PAGE M11-7473 rev. 1010"016 BEFORE USE. volt,
I IoFmo only 0th lalfeki' zl I
W+4,Irw. thi t A IW III i,),1o* in, l In, ,I vofily th, It v ll, fln') V,f, At t togl4o'
l4e"4ur" Ilk' (Ic , itwj is 1, ix,-worll 1 J,kilrgj of (Tyll'id, s 11 fit u, wot, rfdjot, J,< + I meat (it ,,ny, Wek' I,,
Aw,)Ys loqk*- I c,l Slot 44tv «Ind k, f mrovonl , 4k,4 n,, wilt,! -esSrt 4e 11,111, lfx All *try. R J t 40J x111y, t" al i(tg- jru6904
Parke East Bivd o, J,Aivoly, olocll"( 1 A%Id "ll Itris I,mm S X ANSI/TPII Quotity Criteria, DS8.89 and SCSI Building Component Safety IntormotIon
ov,.Akil, 4o horn Irms 14,110 lmliKlro, 218 N, I<xStreet, Suite *I II, Al,Xondrkr Tampa- H, 33610
Rj$s Trussuss Type Qty Ply
T13350503
180067 RFOI Hip Girder
Reference
8,210 s Feb 12 2018 IyI rek Industries, Inc, Tue Feb 27 14:06:50 2018 Page 2
ID18mZxdVct)iYeRE4?16VCiWzoDtA-ZJptIJUQatiwyWwfhO4uJlAdjPPAXabaCNWHZ ZzqvyZ
LOAD CASE(S) Standard
Concentrated Leads (1b)
Vert: 3=-1 62(B) 6=-1 62(B) 12=-386(B) 9=-366(B) 19=-1 1 1(B) 20=-1 11 (B) 21 =-I 11 (B) 22=-I 1 I(B) 23=-1 11 (B) 24=-1 11 (B) 25=-68(B) 26=-68(B) 27=-68(B)
28--68(B) 29=-68(B) 30=-6R(B)
WARNING, 11.61ydeaign parameters and READ NOTES ON THIS AND mwocourrEf(REFERANCE PAGE M11-7473rev. IW312015 BEFORE USE
volid I-1 (m) only wilt, Mite *'r, It II, dosjt)n r, I'm J only I il-F) I J)owlj, 'Ind K b ln,fivi:44 )It not
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hnlldhqd,*11, Wlcinq i1v III, "If"d K I" tmavont t A Icklinq vin, Ilvk1k I'll fkns w, q, (it I'llor I V,*I I wqnt xqs onty, A< 1, litionol 1(twr ,'I, ity cx7d I x srw lwenl I f( F,*Iq V
it Moro, 6904 Parke Eat Blvd ,I(Mvoty, of"', 11-1, ')nd I+ P"Inq ( lin"w" "ind I IANSI/TPIT Quality Crifetio, DSB-89 and BCSI Building Component Safety
Information twm litm rlkrfe Inshluto, 218 N I ... * Sri,x,r S;(Ao 317, WK(indifo, VA Tarrpa, FL K%10
HE
180067 RF02 0
1'13350504
2
1'Q'0 5-6-1 9-0-0 14-0-0
1-0-0 5-6-1 3-5-15 5-0-0
4,00
8,210 s Feb 12 2018 MiTek Industries, Inc. I'Laa, Feb 27 14:06:51 2018 Page I
ID:18mZx(iVct)iYeRE4?16VCiWzoDiA-IVNGFfU3L42084FuynPYHN9 npS2J4nLcA16X0zqVyY
190-0 22-5-15 28-0-0 29-0-0
5-0-0 3-5-15 5-6-1 1-0-0
4x4 -
3x4 = 4x4
4 21 22 5 23 24 6
IL
11
IV
4x4
3X8
34 MT20HS
3X8
4x4
9-0 0
Plate Ofteets (X,Y)-- [2:0-2-2,Edge], [8:0-2-2,Edgel
LOADING (pst) SPACING- 2-0-0 CSL
TCLL 20,0 Plate Grip DOL 1,25 TC 0,42
TGDL TO Lurnbot DOL 1,25 BG 097
BOLL 0,0 Rep Stress incr YES WB 0,23
BCDL 10.0 Code FRG20171TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No,2
WEBS 2x4 SP No,2
REACTIONS. (Ib/size)
Max H.,z 2=42([-G 11)
Max Uplift 2=-245(LG 12), 8=-245(1-(, 12)
280-0
1000
Scale = 1,48,19
DEFL, in (loc) I/dofl Ud PLATES GRIP
Vert(LL) 0,21 10-12 >999 360 MT20 244/190
Ved(CT) 0,49 10-12 >691 240 MT20HS 1871143
Hctrz(CT) 0,10 8 n/a n/a
Weight: 124 In FT = 20%
BRACING -
TOP CHORD Stiuctuial wood sheathing directly applied or 3-2-7 oc purlins,
BOT CHORD Higid ceiling directly applied or 2-2-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ton. - All forces 250 (ib) or less except when ' shown,
TOP CHORD 2-3=-26131841, 3-4=-22761690,4-5=-2148/683, 5-6=-2148/683, 6 7=,-2276/690,
7-8=-2613/641
ROT CHORD 2-12=-741/2460, 10-12=-678/2392,8-10=-747/2460
WEBS 3-12,-374/223, 4-12=-82(508,5-12----401/191, 5-10=-4011-191, 6-10=-82/508,
7-1 O--374(223
NOTES-
1) Unbalanced roof live loads have been considered tot this design,
2) Wind: ASGE 7-10; Vult=139rnph (3-second gust) Vasd-=108mph; T(,DL=4.2psf; BCDI-5,0psf1 fl=251f; B=4511; t-28ft; eava,=4ft, Cat -
It; Exp B'Encl.,Encl.,CGpj=0, 18, MWFRS (directional) and C-C Extairlor(2) -1 -0-0 to 2-0-0, Interior(1) 2-0,0 to 9-0-0, Exterior(2) 9-0-0 to
2,-2-15,lntonor(l) 23 2-15 to 29-0-0 zone; cantilever lett and right exposed, end vertical left and light exposed,C-0 for members
and forces & MWFRS tot reactions shown; Lumber DOL.-I.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads,
6) ' This truss has been designed for a live load of 20,Opst an the bottom chord in all areas where a iectangle, 3-6-0 tall by 2-0-0 wide
will tit between the bottom chord and any other roernbets,
7) Provide mechanical connection (by others) Of IRISS to bearing plate capable of withstanding 100 In Uplift at joint(s) except (t=Ib)
2=245, 8'245.
Joacicir Velez PF Nio'68182
tAo'ek USA, inc. FL Cort 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
February 28,2018
A k WARNING, Vanity design parameters and READ NOTES ON THIS AND INCLUOIF0 UtTEKREFERANCE PAGEMII-7473 rev. 1"312015 BEFORE USE.
DoMcll' V'illd r"'I 4AY Mir) K toMVJ k Ny ul"t, j rtolfed(k(s shoml.,a d is r'-t , #I irylivrluol t)oOdfinq coint (V,I
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MiTek'
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04:4 rolmjy' oi'xlion kind t xkxAnq of likw' " kin, I tit IIt+ 'Y'll M III, xKkANSBFTPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd
Sarohy Information ov,iritAkk front Irri", Milo ltltilurkH. Zit, N 3 1 ?. 14,mindriu VA 223i 4, TIr%,a FL 33610
Job Truss
180067 RF03
rz
6
ning Building Supiphes, Apopka, FL - 32703,
6-2-10
1-0-0 6-2-10
I nn ';..-
Truss Type ()ty Ply
T13350505
Hip 2 1
F?tfereLn
8,210 s Feb 12 2018 MiTek Industries, Inc. Tue Feb 27 14:06:52 2018 Page I
10:18niZxdVcniYeRE4?j6V(.,rWzoDA-VhweS'?Vh6OA0Lp4WVxnqt)i6vDsiii2WvL)qqmg3SzgvyX 11-
0-0 170-0 21-9-6 28-0-0 29-0-0 4-
9-6 6-0-0 4-9-6 6-2-10 1-0-0 Scale =
1:489 4xP
4x4
4
22 23 24 25 5 3x4
I
5x4 3X4 3x4 1 5x4 3x4 3X8 --
Jr
6
6-
2-10 11 -0-0 17-0-0 21-9-6 28-00 62-
10 4-9-6 6-00 4..9.6 6-2-10 Plate
Offsets (X,Y)- 2:0-1-14, Edge), [4:0-5-4,0-2-01, [5:0-2-4,0-2-0),17:0 11-14'Edgel LOADING (
psi) SPACING- 2-0-0 CSL DEFT. In (10c) deit Ud PLATES GRIP TGLL
200 Plate Grip DOL 1 25 TG 0.59 Ved(LL) 0 17 10-12 999 360 MIT 20 244/190 TCDL
TO Lumber DOL 1 25 BG 0,75 V(.-irl((,T) 0.33 10-12 999 240 13011-
1- 0,0 Rep Stress Incr YES WI3 030 Horz(CT) 010 7 n/a n1a BCDL 10,
0 Code FRC2017/TP12014 Map1x-MS Weight, I 28 lb FT 7- 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No,2 TOP CHORD B01 CHORD
2x4 SP No2 130-1 CHORD WEBS 2x4
SP No,2 REACTIONS. (lb/
size) 2=1090/0-8-0,7=1090/0-8-0 Max HoUr
2=-50(LG 10) Max Uplift
2t245(!-G 12), 7--245(l-G 12) FORCES, (lb) -
Max. Gotnp,/Max. Teri, - All totces 250 (lb) or less except when shown - TOP CHORD
2-3-2612/784,3-4--2029/652. 4-5=-1897/650, 5-6=-20301652, 6-7=-26121784 BOT CHORD
2-13= 683/2449, 12-13=-683/2449, 10-12=-488/18979-10=-689/2449, T9=-689/2449 WEBS 3-12=-
621/213, 4-12=-31 139Q 5-1 0=-31/390, 6-10=-6211214 Structural wood sheathing directly
applied or 3-1-7 oc purfrns. Riclid ceiling directly applied
or 7-0-14 oc bracing. NOTES- 1) Unbalanced toot
live
loads have been considered for this design, 2) Wind: ASCE 7-
10 Vult-139mph (3-second gust) Vasd=108mph; TCDL-4.2psf; 13GDL=5.0psf: h-25ft; 13=45ft; L=28ft; eavrAft Gat. 11, Exp B; Encl., 641-
10,18; MWFRS (directional) and G-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11 0-0, Fxtenot(2) 1 1-0-o to 21 2-15, Intenor(l)
21-2-15 to 29-0-0 zone, cantilever left and right exposed: end vertical left and right exposed,C-C for members and forces & MWFRS for reactions
shown; Lumber D(FL=1 .60 plate grip DOL=1,60 3) Provide adequate drainage to
prevent water ponding. 4) This truss has been
designed for a 10,0 psf bottom chord live, load nonconcurrent with any other live loads. 5) * This truss has been
designed for a live load of 20 Opsf on the bottom chotd in all areas whero, a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members. 6) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 100 lb uplift at jorit(s) except Ot=lb) 2=245,7=245. Joacrum
Veloz PE No.68182
MiTek USA, Inc, FL Cort
604 004 Parl,e East Blvd.
Tampa FL 33610 Oats: February 28,2018 WARNING-
Verify
design parameters and
REAR NOTES ON THIS AND INCLUDED AtITEKREFERANCE PAGE Afft-7473 rev. 10103120IFS BEFORE USE O'las4gri volid For FIs'
oo'lly Witt) oq-vir,r lilt" Ine „
V,wgr MR' irrliertcf ttY K 'Awoy's
wqulw I
1,'I A 1140ty ond 1(' pvlo m I I, "WFI,5ert "All• If -&Q A, lt,tson vri Mess If 0 1,
IF Y
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AFV,A
V, ow"llon ol 0 l4o"Ang o( hljw, ond hosN 'YA""ms, —,,,ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Pafko East 6Nd Safety Information ov,*AAe trout Wri,
ll,W: tnstiletSe. Fitt 114, 1 e-Strllol. Suite 31,", Noxonlrlo, VA?23 14 Tart -pa, EL 33610
Job Truss Does Typo City Ply
113350506
180067 RF04 Hip
Job Reference oRlrLnaf)
Manning Building Supplies, Apopka, FL - 32703, 8,210 s Feb 12 2018 MiTek Industries, Inc, Tate Feb 27 14:06:53 2018 Page I
ID:18mZxdVct)iYeRE49j6VGrWzoDiA-ztUOgLWJtilWNOC)G4GSOMoFHXCATIlLihe3UwDbuzgvYW
73-7 13-0-0 15.&0 20-8-10 28-0-0
1-0-0 7-3-7 5-8-10 2-0-0 5-8 10 7-3-7
Scale -- 1:48,5
4x4 -
4x4
le I I 1V a
3x4
1 SX4 3x4 3X8 IAT20H5- 1 5YA 3x4 --
3x4 -
7-3-7 13-0-0 15-0-0 20-8-10 28-00
7-3-7 5.8-10 2-0-0 5.8-10 7-3-7
Plate Offsets (X,Y)-- [2:0 1 14,Edge], t7:0-1-14,Edge]
LOADING (pst) SPACING- 200 CS1, DEFL. In loc) I/dell Lld PLATES GRIP
TCLL 20,0 Plate Grip DOL 1,25 TC 0,60 Ved(ILL) -0,16 11 >999 360 MT20 244/190
VCDL TO Lumber DOL 1,25 BC 0,65 Verlft(,T) -0,31 8-15 >999 240 MT20HS 187/143
BOLL. 0.0 Rep Stress Incr YES WB 0,59 Hofz(CT) 010 7 n/a n/a
BCDL 10'0 Code FRC.2017/TI:112014 Matlix-MS Weight- 124 Ib FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No,2 TOP CHORD StrUGftlial wood sheathing directly applied Or 2- 10-11 OC PUt'linS.
BOT CHORD 2x4 SP No-2 BOTCHORD Rigid ceiling directly applied or 7-3-3 oc bracing,
WEBS 2x4 SP No-2
REACTIONS. (IbIsize) 7-1035/0-8-0,2=1091/0-8-0
Max Holz 2=60([_C 11)
Max Uplift 7=-203(LC 12), 2=-246(LC 12)
FORCES, (lb) - Max. Comp,/Max. Ten. - All forces 250 (it,) or less except wricr, shown,
TOP CHORD 2-3=-2550/726,3-4--1801/560,4-5=-1665/562, 5 6=-1801668, 6-7=-2556/722
BOT CHORD 2-12= 643/2386, 11-12=-643/2386, 10-11 =-398/1665, 8-1 0=-634/2394, 7-8=-634/2394
WEBS 3-12=0/284, 3-1 1=-842/267, 4-1 1 =-76/373, 5- 1 0=-82/375, 6- 1 0=-851/271, 6-8=0/285
NOTES-
1) Unbalanced root live loads have been considered lot this design.
2) Wind: ASCE 7-10 Vult,-139mph f3-second gust) Vasd=108mph, TCDI_-_4,2psf; BC DL=5.opsf: h=25ft, B-451t; L=28ft. eave=4ft; Cat.
III Exp, B; Encl., G41=0.18: MWF'RS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(l) 2.0-0 to 13-()-0, Exterior(2) 13-0-0 to
15.0-0, Intenor(l) 19-2-15 to 28-0-0 zone, cantilever left and light exposed , and veiftcal left and tight exposed;C-C for mernbers and
forces & MWFRS for reactions shown; (-Urnbet DOL 1,60 plate gnp DQL=1,60
3) Provide adequate drainage to prevent water ponding.
4) Ali plat," are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads.
6) * This truss has been designed for a live, load of 20 Opst on the potom (,hold 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 hearing plate capable, of withstanding 100 ib uplift at joint(s) except Ot=lb)
7=203,2=246.
Joaquin Velez PE No,68182
WTO USA, Inc, FL Celt 034
004 Parke East Blvd, Tampa FL 33610
Date:
February 28,2018
sik WARNING- Verily areOgnparermetem and READ NOTES ON THIS AND INCLUDED MITEKREFERANC6 PAGE M11-7473 rev 1""015 BEFORE USE.
Oobjqnvo*ik' ('I'w"tors' it -n I, wlm'Aols'Alown"31" I v&'t njtxPvt"Iifol I AMInqc, ',l
lti,n"yt"hlnllorow W% tYa> tndleriny I, hunt verity fl it I 4"t,ilylit""it"Jole lhe,v'wirli Vvy,
Ito i K 1, too wf it Ito( klln r 4 it tdivK11 rol to ms wet ori,I/ot, jlo(d li-,Titxar or dy. MiTek' I"
olwoys ro'llolod lot 'lot 4111y 01a I I" 14"V"nl '0'4'vo Willi 1 ""s44" j')I""nol Infuty oral f 4"r Ktlty d" irt,jo I , » g(41'wil 'jol'it al, c t<>1arcHr K#the t+
xljnrr ,'t Ilus" aysterns, woANSI/TPH Quality Criterlo, DSB,89 and BCSI Building Component 6904 Flarke East Blvd Sol
Intomriation cjv,*A 4, ftom li(rs rlot(s N ree clio,tt, Surlo VA Tampa FL 33610
Job Truss Truss Type ()ty Ply
T13350507
180067 RF05 Common M
Job Reference
n
d f
1_114__Bulldlng S-PPIm-$, -* --- -Apo--pka, F_L32,_7_0__3_,________8,_210 -sFeb'12 2018 MiTek Industries, In(,, Tue Feb 27 14:06:53 2018 Page I
IE):18niZxdVctiiYeRE4?j6VCrWzoDiA-ztUOgLWJttiWNOOG4CSOMoR.i8c8On?Se3UWD,huzgvYW
11-0 0 7-4-14 14-0-0 20-7-2 280-0
1-0-0 7.4-14 6-7-2 67-2 7-4 14
113
Plate Offsets (X,Y)-- 12:0-3-14,0-1-81, [6:0-3-14,0 1.8]
LOADING {psi} SPACING- 2-0-0
TCU 20.0 Plate Grip DOL 1,25
TG, D L TO Lumber DOL 1,25
BG1_L 0,0 Rep Stress Incr YES
BCDL 10.0 Code FRC2017fTP[2014
LUMBER -
TOP GHORD 2x4 SP No,2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SF' No-2
REACTIONS, (Ibisize) 2=1078/0-8-0, 6=1048/0-4-0
Max Horz 2=64(LG 11)
Max Uplift 2=-244(LC 12), 6-206(LC 12)
Scale = 1,47 4
4x4
3X4 -- 3x4 - 3x4 -
3)(5
18-0-14 27-8-0 28-01-0
8-1-11 9-7-2 0-4,0
CSL DEFL. in Ioc) Vdetl Ud PLATES GRIP
7C 0,62 Vert(LL) -0,23 9-12 >999 360 MT20 244/190
BG 0,98 Vert(CT) -0,52 9-12 >649 240
WB 0,16 Horz(GT) 0,09 6 n/a n/a
Malnx-MS Weight 115 Ilb FT -- 20%
BRACING -
TOP GHORD Structural wood sheathing directly applied or 2 10-6 oc putfins,
BUT GHORD Rigid ceiling directly applied or 2-2-0 oc bracing,
FORCES. (lb) - Max- Gorrip./Max. Teti. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-2460/663, 3-4=-2137/562, 4-5=-2082/560, 5-6=-2396/653
BOT GHORD 2-9=-577/2307, 7-9=-323/1519, 6-7=-553/2226
WEBS 4-7=-95/631, 5-7=-443/237, 4-9=-111/69`, 3-9=-4791247 NOTES-
1)
Unbalanced roof live loads have been considered for this design 2)
Wind: ASCE 7-10 Vult=139rnph (3-second gust) Visd=108mph; TGDL=4,2ps1'8(-,DL=5.Opsf ' h=25ft B=45ft; L=281t; 0a\1e-4p Gat. If,
Exp B; Encl_ C,41=0. 18 MWFRS (directional) and C-C Extenof(2) -1 -0-0 to2 0-0, Interjor(l) 2-0-0 to 14-0-0, Extenor(2) 14-6-0 to 17-
0-0 zone;cantilever left and fight exposed : end vertical left and right exposed;G-G for members and forces & MWFRS for reactions
shown, Lumber DOL=1,60 plate grip DOL=1.60 3)
This truss has been designed for a 10,0 pst bottom chord live load nonconcutrent with any other live loads. 4) *
This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will
fit between the bottom chord and any other teerribets, 5)
Provide mechanical connection (by Whets) of truss to bearing plate capable of withstanding 100 Ike uplift at joint($) except (It=lb) 2=
244z6=206, Joaquin
Velez PE No,68182 k,
VekUSX irrc. FL Cent 6634 904
Poft East BKd, Tampa FL3610 Date. February
28,
2018 WARNING - Verify
design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE 111111-7473 rev, 10JO312016 BEFORE USE. Oo%in
col kl r-t r iso, ,nly will, Nil jok , "'Firf-A, Im 11 if%, les{ in K' toco, i e'nly Uj , q) [},It, Im,lor, "j "I"n, <'9',il r, 1„r , 0 , if Y, liodu, 11 t ,raldll K,r ,' oftir FrI o Irwa sp*
I,w Porl, ke,I, ft t 01, Iiing m,)Sl V,qit'y rte• (114,41-ft #try -1,fevirin Fxrrcn neieua nr,l IK"J"fly III, 'fl-fol" ink, d( I*jn Into th" "V(,val MiTek' rs rrwoys
eitftffo
l for 'I'st,1111YIffy to rq,wota I'Akit"o with int,pyoml [4"[X'fly ot lit';otkil,
tovlo,, "i"Ifivoly, electron ,Ind r4oc8n, 'I c't 11, mso, "Rid hu" sy,kt,mweANSIJTPI I Quality C01stio, OSS-49 and SCSI Building Component i 6904 Nike East Ervd SafetyInformation owalol*ffom
krs% WWr lmtflkil(r, 218 N Irxx Mi,_r 4 Sur,,3 1;1, Nox< H,00o, VA ?1314, TarTa FL 33610
Job Truss Truss Type. Oily Ply
T13350508
180067 RF06 Hip
Rein 0 tion
Wa-nnmSupplies, Apopka, -FL-327-03, 8,210 s Feb 12 2018 MiTek Industries, Inc, Tue Feb 27 14:06:54 2018 Page I ID:
I8ruZxdVcniYeRE4?I6VCrWzoDiA S420thXxe?QN?YzSdwzFvOnSaOX2WL2ni8Fm7LZgvyV 7-
3-7 13 0-0 20-8-10 280,0 1-
0-0 7-3-7 5-8-10 20-0 5-8-9 7-3 7 1-0-0, Scale =
1 .48 9 4x4
4x4
5
0
ill I I I 3x4
I
5x4 3X4 3x8 MT20HS I 5x,t 3Y4 3x4 -
7-
3-7 13-0-0 15-0-0 20-8-10 28-00 7-
3-7 58-10 2-0-0 58-9 7-37 KRIo0ftSets(
X,Y)-- [2:0-1-14, Edge}, 17:0-1-14, Edge) LOADING (
psf) SPACING- 2-0-0 CSL DEFL, In (loc) I/defl LJd PLATES GRIP TOLL
20,0 Plate Grip DOL 1,25 TG 0.58 Vert(t-L) -0,16 12 >999 360 MT20 244/190 TGDL
TO Lumber DOL 1,25 BIG O.83 Ven(GT) -0,31 12 13 >999 240 MT20HS 187/143 BOLL
0,0 Rep Stress, Incr YES WB 0.58 Hotz(CT) 0.10 7 n/a n/a BCDL
10,0 Code FRC2017/TP12014 MaInx-MS Weight: 125 In FT - 20% LUMBER-
BRACING- TOP
CHORD 2x4 So No.2 TOP CHORD Stiu(.Irltal wood sheathing directly applied of 2-11-6 oG purlins, BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS
2X4 SP No.2 REACTIONS. (
lb/size) 2=1090/0-8-0,7=1090/0-8-0 Max
Horz 2=59(LG 11) Max
Uplift 2=-245(LC 12), 7=-245(-C', 12) FORCES, (
Ilb)-Max Cornp,ifvlax, Teri, All forces 250 (ib) or less except wher-, snown. TOP
CHORD 2-3=-2547/717,3-4.-,-1798/558,4-5=-1662/554,5-6=-1798/558,(3-7=-2547/717 B07
GHORD 2-13=-614/2383, 12-13=-614/2383, 11 -1 2=-374/1662, 9 11 =-(320/2383, 7-9=-620/2383 WEBS
3-13=0/284, 3-12=-842/268, 4-12=-76/373, 5-11 =- 76/373. 6-1 1 = 842/267, 6-9=0/284 NOTES-
1 )
Unbalanced roof five loads have been considered for this design, 2)
Wind: AS(,,E 7-10, Vult=1 39niph (3-second gust) Vasdml 08n)p1h; TGDL=4,2psI, BGDL=5,Opsf; ri=254, B=45ft, L28ft; eave=,ht; Cat, 11; Exp
BEncl., GGpi=0181 MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenoi(l) 2-0-0 to 13 0-0, Exterior(2) 13-0-0 to 15-0-0,
Intenot(l) 19-2-15 to 29-0-0 zone, cantilever left and fight exposed ; (and vertical left and fight exposed;C-G for members and forces & MWFRS for
reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate
drainage to prevent water ponding. 4) All plates
are MT20 plates unless otherwise Indicated, 5) This truss
has been designed tot a 10,0 pst bottom chord live load nonconcurioril with any other live loads, 6) * This truss
has been designed for a live load of 20.0psf on tho boltorn, 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 morribers, 7) Provide mechanical
connection (by others) of truss to bearing plate (.,apaIr-*-, of withstanding 100 lb uplift at joint(s) except (jt-db) 2=245, 7-,-
245. Joaquin Velez PE
No-68182 VflTek USA, Inc,
FL Cort 034 004 Parke East
MvdTampa Ff, 33610 Date: February 28,2018
WARNING-
Verify design parameters
and READ NOTES ON THIS AND tNCLUDED&ftT,-KREFERANCEPA6EMO-7473re, T&OW015 BEFORE USE, I)o,*r, V,
It, Ito) Irw only will I Mi loto", - F lor, hi" K I - Iwd ,nly,lt 1) tI, wli, , III( I I,, I"I X ndrl, lu, It t lli ,:otnf-n,O, fiol It ke,,>sYI, A
I I, lfqow It I, r I tlil,iire) lo,4are" I I in l -fify It x•,rj 4 Aici it Cry of dt g,, I ,if (It I o"I I v I,), Iy It I,,, III + 0" It it, I,,* It, if It,, It I'own, Ill t We ilt-I'l
In, * I i, 1, t rovofrt t 4 I,*lii ej 4 It I'livikit I'll III m, W, 4, 1-rd 11 ,I'll -(% , 'rrly K efrw ly% w,
It Awd kq 0, It 4111Y and I I , f „,olkffw will, (,oWt,fo Ix I s,; I, itinrRy v I0 jq,,jxntV , 1, 1, r, I,,, lor If jfd,fn. • ioq'irdife I III( M Ge k' and
t " K-Jnq'
AIlfImoSoan,J Quality Criteria, DSB-89 and BCSI Building Component 6904 Patko East Blvd Safety Information ov,u{
rta4o from lies, Moro I(IaPfItro. 2,M N (oo Tampa FL 13610
T13350509
180067 RF07 Hip Gilder
ning Building Supplies, Apopka, FL - 32703, 8,210 s Feb 12 2018 MiTok Industries, Inc. Tue Feb 27 14:06:56 2018 Page I
ID:18toZxdVcntYeF4E4?16VCrWzoL)iA-OSA91NYB9dg5Et6tlK?j RtteqCi G14lSktcDzgvyT
1-0-0 7-0,0 16-3-7 21-00 28_0-0 29-0-0
1-0-0 7-0-0 4 8 9 4-6-13 4,8 9 7-0-0 1-0-0
NAILED NAILED NAILED
4xi--
4 oo 1,
ii
NAILED NAILED
5xit NAILED 44 NAILED
4x8
3 20 21 4 22 23 5 24 25 6
111
26 27
le
11 28 29 30 1 5x4
3x4
15)(4
NAILED
5x10
NAILED 10 NAILED 9 3)(4
NAILED NAILED 30 -
NAILED
700 48-9 1-4-7 3-2-7 4-819
Plate Offsets (X,Y)-- 12:0-2-0,Edgel, 13:0-5-4,02 Oj,[5:0-1-12,0.2-0],16:0-5-4,0-2-41,[12:0-3.0,0-3 01
LOADING (par) SPACING- 2-00 CSL DEFL, it) (Ior) idep Ud
TOLL 20.0 Plate Cap DOL 25 TC 0,60 Ven(LI-) 0,09 13-16 >999 360
TCDL 7,0 Lumber DOL 1,25 BC 0.82 Veo(C 1) 0,19 13-16 >836 240
BCLL 0,0 Rep Stress Incf NO WB 0,57 Horz(CT) 0,03 11 n/a n/a
BCDL 10.0 Code FRC2017ITF12014 Matrix -MS
Scale = 1,48 9
28-0-Q
7 &0
PLATES GRIP
MT20 244/190
Weight: 121 lb FT = 20',.
LUMBER- BRACING -
TOP CHORD 20 SP No.2 TOP CHORD Structuml wood sheathing directly applied or 2 10-15 oc putlins.
BOT CHORD 2x4 SP No.2 BOT CJ10RD Rigid ceiling directly applied or 5-1-9 oc bracing.
WEBS 2x4 SP No,2
REACTIONS. All bearings 14-11 -0 except (jt-dength) 1 1 =0-3-8,
lb) - Max Horz 2=34(LC 24)
Max Uplift All uplift 100 lb or loss at jomt(S) 11 except 2-207(LC 8), 10=-366(1_C 8', 9= 122([-C 8), 7= 138(LC
25)
Max Citav All reactions 250 111 or less at joint(s) 7; 7 except 2=908(1_G 1), 955(LC 17), 9=847(l_C 18),
11 =4137(LC 1)
FORCES. (b) - Max, Comp./Max. Too, - All forces 250 (ib) or less except when shown
TOPGHORD 2-3=-21001/377, 3-4=,738/189,4-5=-673/160,5-6=-154/987, 6-7=-46/266
BOT 01ORD 2-13=294/1850, 12-13----291/1890, 11-12= 987/228, 10-11 =-987/228
WEBS 3-13=0/695, 3,12=-1281/213, 4-12--544/247, 5-12=-347/1892, 5-1 0=-1 469/402, 6-
10,---864/189 NOTES-
1 )
Unbalanced root live loads have been considered for this design. 2)
Wind: ASCE 7- 1 O; Vult=l 39rnph (3-second gust) Vasd=l Oiamph, TCDL=4,2psf ' BCDL,-5,0psf; ti=25ftl B=451ftl L=28p: eave-oft; Car, ll;
Exp 13; Er)cl,, GCpi=O, 18, MWFRS (directional) cantilever left and right exposed , end vertical left and tight exposed; Lumber DOL=
1.60 plate, grip DOL=1,60 3)
Provide adequate drainage to prevent water bonding, 4)
This truss has been designed for a 10.0 pst bottom chord live load nonconcurl ent with any other live loads. 5) *
This truss has been designed for a live load of 20 Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, 6)
Provide mechanical connection (by others) of truss to hearing plate capable, of withstanding 100 In upip at joints} 11 except (jt=lb} 2=
207,10=366,9=122,7=138,7=138, 7) "
NAILED" indicates 3-1 Od (0. 1 48"xX) or 3-12d (0, 1 48"x3,25") toe -nails per NDS guidlines, 8)
Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 209 lb down and 175 lb Lip at 7-
0-0, and 209 lb down and 175 lb up at 21 -0-0 on top chord, and 386 lb down and 50 lb up at 7-0-0, and 386 In down and 50 In up at
20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 9)
In the LOAD CASE(S) section, leads applied to the face, of the truss are noted as front (F) or back (B), LOAD
CASE(S) Standard Joaquin Velez PE, NoAflliri2 1)
Dead + Roof Live (balanced): Lumber Increase-1.25, Plate InGlea$e=1,25 MiTak USA, inc. FL Coil 6634 Uniform
Loads (pit) KKU Par*o East Blvd. Tampz; FL 33691 Vert:
1-3=-54, 3-6=-54, 6-8,-- 54, 14-17=-20 Dare: February
28,2018 WARNING -
Vertily deitifilin parantiaws and READ NOTES ON THIS AND (MCLU04-0 MITEK REFERANCE PAGE MN-7473 rev. 1&0312015 BEFORE USE, Doyiiii
i v,Ilkl k t; tso only with milok"', I IN,% d, 1, I. iw'j only tit "r, I, w lliv+n M i, a Rid is I,l cal in11VI'lu, 111 'uikjfti j , mllowall, I " I I lrm SYM(
An, lioftv, tm,`, lli, Yn mil't volily Ili, ol 4 Ali,, it Ally "t, I, I, w 0 rwkils . In, i r w,r Ily III, , qr 't, Ito Hit,, 1"*Ir, Iril" IN, , Vot, 91 Nil' Wilcln{j irydicolod
is I" pro"ifir t"I"killitj (it ilt,11viritt'll Irrm W"I"IlOP't chord olily, &J<JiW wll I"Inj ,"(ory orvi t4,YAti j MiTek' r, ,trwoys wqnIt,,
I k,r A(IIAIlly'll), I 1, I lovtlnt (t'jig 4- 01[h I x yat q( I It ilauiyorlO tw,j,,>fly d'Ill"IiIe. I 'A It kjuvi(41"o Itlo Motti(y." J'
Alvoty, oly'l L,ocillkj c'[ Ilkws"'ot"A husysyl,m,, a oANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Wary Information ov,#
J,A*a tic,ni Ituss Milo ltixlittrtca, 216 N, I eo Sh,x,L St,irEa 13 17. Ai,xoFtldo, VA2;:il 4 Tamirii FL 33610
T13350509
160067 PF07 Hip Girder
Manning Bolding Supplies, Apopka, FL - 32703, 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue Feb 27 14:4G_56 2018 Page 2
ID:18niZxdVo,ntYeRE4'?16VCtWzoDiA-DSA91NYB9dg5Ei6r[K?j RtleqCi G141SktCDzgvyT
LOAD CASE(S) Standard
Concentrated Loads (1b)
Vert 3=-162(F) 6=-162(F) 13=-386(F) 9=-366(F) 11 =-68fl 20= 111 (F) 21=-111 (F) 22-111 (F) 23=-1 11 (F) 24=-1 11 (F) 25-111 (F) 26=-68(F) 27=-68(F) 28=-68(F) 24=-
68(F) A,
WARNING -Verify design parameters and READ NOTES ONTHfS AND INCLUDED AftTEKREFERANCE PAGE Afft-74731eiv101 "015 BEFORE USE, Nil' lifo,inq
Irv, flcolr I K to went buckllflcl of ifx*Aduol lmss w Ah-Ifs p,f .1,td owtot -1, only, MiTek' I the dOrVOIY,
IAQcAkl oi
J "t Nuo;,), and tm-yd,1-, ,eANSI/Tfili Quality Criteria, MR49 and 8CSI flulfcAng Component 6904 Parke East Blvd Safety Information ov,
Aot,4o fiom ltm;, P1,110 11's9hile, 2, Wry i stkt,: 3 1Y, Noxfll<frio, VA 273 M Tarrpa FL 33616
Jot) muss It uss I ypo ply Ply
T 13350510
180067 RF08 Flip Girder
2-RReference -
T w),q Building Supplies, Apopka, FL - 32703, 8.210 s Feb 12 2018 MiTek Industries, Inc, Toe Feb 27 14:06:57 2018 Page 1
ID:18niZxdVcntYeRE4?j6VGiWzoDtA-sfkXVjZpwwoys?hIJ2WyXePvmEcljpNE 6URkgzgvys
1-0-0 7-0-0 11 0-0 15-0-0 22-0-0 23-0-0
1-0-0 7-0-0 4-0-0 40-0 T00 1-0-0 Scale =
1 :39 1 NAILED
5X6
NAILED
I .
5x4 II NAILED
5X8 4,
00 3 18 19 4 20 21 S 22
23 9 - 4x8
I
5x4 NAILED
axi.
3)(
8 MT20HS NAILED
NAILED
I 5x4 II 7-
0-0 1500
22-0-0 4
0-0 70-0 LOADING (
Pat) SPACING- 2-0-0 CSL DEFL, in loci Well Ud TCLL
20,0 Plate Grip DOL 1.25 TG 0.84 Vcd(!-L) 0.22 10 999 360 TCDL
7.0 Lumber DOL. 1,25 BG 0,54 Ved(GT) OA1 10 645 240 BOLL
0,0 Rep Stress Inor NO WB 0,16 Horz(CT) 0,10 6 n/a n/a BCDL
10.0 Code FRC20171TP12014 Matrix -MS LUMBER -
TOP
G HORD 2x4 SP 2250F 1,9E 'Except' 3-
5: 2x4 SP No2 BOT
CHORD 2X4 SP 225OF 1,9E WEBS
2x4 SP No,2 REACTIONS. ((
blsize) 2=1684/0-8 0,6=1684/0-8-0 Max
Herz 2=32(LC 7) May
Uplift 2=346(1-G, 8), 6= 346(LC 8) FORCES, (
Ib) - Max, Gornp./Max, Ten. - Ali forces 250 (11b) or les-s, exGept when shown. TOP
CHORD 2-3=-4377/805, 3-4=-4650/880, 4-5=-4650/880, 5-6=-43771805 BOT-
CHORD 2-11 =-694/4102, 10- 11 =-693/4137, 8-10=-693/4137, 6-8=-694/4102 WEBS 3-1
1=0/626, 3-10=-145/715, 4-10=-467/221, 5-10=-145/715, 5-8-0/626 4x8 PLATES GRIP MT20
2441190
MT20HS 1871143
Weight: 92
In FT,=
20% BRACING - TOP CHORD Structural
wood
sheathing directly applied or 2-0-5 or; puflins, BOT CHORD Rigid ceiling
directly applied or 9-8-5 or; bracing. NOTES- 1) Unbalanced roof
live
loads have been considered for this design. 2) Wind: ASCE 7-
10; VUlt=139Mph (3-second gust) Vasd=108mph; 1GDL=4,2psf; BGDL=5DpsJ; h=25h; B=45ft; L-24ft, eave=4ft. Cat, 11, Exp B; Enc[,,
GGpi=0,181 MWFRS (directional), cantilever left and tight exposed I end vertical left and right exposed, Lumber DOL=1,60 plate
grip DOL=1.60 3) Provide adequate drainage
to prevent water pending. 4) All plates are
MT20 plates unless otherwise indicated. 5) This truss has
been designed for a 10.0 pst bottom chord live load nonGoncurrent with any other live, loads. 6) * This truss has
bie-N-i designed tota live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
botton) chord and any other rnernbets 7) Provide rnechanlCal G011neGtiOn (
by others) of truss to bearing plate capable of withstanding 100 10 uplift at joint(s) except (jt=lb) 2=346.6=346,
8) "NAILED" indicates 3-
10d (0,148"xX) or,3-12d (0.148"x3.25") toe -nails per NDS gUidlines. 9) Hanger(s) of
other connection device(s) shah be provided sufficient to support concentrated load(s) 209 ib down and 174 lb Lip or 7-0-0, and
209 Ib down and 174 b up at 15-0-0 on top chord, and 386 lb down and 50 lb up at 7.0-0, and 386 In down and 50 lb tip at 14-11-4
on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 10) In the LOAD
CASES) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE($) Standard 1)
Dead + Hoot Live (
balanced): Lumber Increase=1 .25, Plate increase-1,25 Uniform Loads (pit) Vert:
1-3=-54,
3-5=-54, 5 7=-54, 12-15=-20 Concentrated Loads (lb) Vert:
37-162(B)
5=-162(B) 11 =-386(B) 10=,68(B) 4=-1 11 (B) 8=-386(B) 16=-1 11 (B) 21 =-1 11 (B) 22=-68(B) 23=-68(B) 16i WARNWG- Verify design
parameters and READ NOTES ON THIS ANOINCLUOEOMITEKREFFRANCE PAGE M0,7473,ay. faw,201`5 BEFORE USE. INeslun wilrd lof oso
only With Milt kit o, rs, this di in NtonedonlyrAjx,n i" for IMI indiAdwil Loll'jilv') -Ifqe ,wmf "'t o tnms syskjo, us'), lhotvilikilliq 4slgn,
a narl V,-Iffy Itio,jil4i"otAlly 40-4qo t r.aumr leis uvi l4ol vAlv ltiis 0,>zkjn 44, th,. ov'n, 'It q of host s cInd lrus% systems, w,
ANSI/lpl I Quality Criteria, DSB-89 and SCSI Building Component 1, xo Stf,ASi ilk) 3 l %, Nox,
ineIiki, VA,1'?3 I A 6 6 Joriquir Velez PF No,68182 k1liTc* USA.
hnc.
FL
Cwt 6634 V104 Padre East
Blvd. Tampa FL 33610 D"90:
February 28,2018 MiTek 6904 Parke East
Blvd TorTa
FL 33610
180067 jRF09 Hip
T13360511
Manning Building Supplies, Apopka, FL - 32703,
1 0-0 5-6-1 9-0-0
1-0-0 , 5-6-1 3-5-15
4Y,8 =
8.210 s Feb 12 2018 Mil ek Industries, Inc, I kie Feb 27 14:06:58 2018 Page I
ID:18mZxdVeiiiYeRE4?16VGIWzoDiA-Kilv)2aS[iEwpT9C,EslIB3syAcdLilSHENDMD H6zgvyR
13-0-0 16-5.15 22-0-0 23-0-0
4 0-0 3-5-15
20 21
4X4 =
Scale = 1:39,11
3X5
4x4 ='
3x4 - 3X8 -
4x4 -
9-0-0 4-0-0 9-0-0
Plate Offsets (X,Y)-- 12:0-2 6,Edgej, [4:0-5-4,0-2-0), [7:0-2-6,Edqe]
LOADING (psf) SPACING- 2-0-0 CSL DEFT. in (loc) I/deti [,/d PLATES GRIP
TCLL 20,0 Plate Grip DOL 1,25 TC O51 Ved(L.Q 0. 17 11-14 >999 360 MT20 244/190 VCDL
TO Lumber DOL 115 B C, 0.78 Vert(CT) 0.37 11-14 >721 240 BCLL
0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0,06 7 n/a n/a BCDL
10.0 Code FRC2017,'TP12014 Mablx-MS Weight: 97 ilb FT = 20% LUMBER-
BRACING - TOP
GH ORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-9 or; puilins. BOT
CHORD 2)(4 SP No.2 BOT CHORD Rigid ceiling directly appred or 7-9-0 oc blacrng' WEBS
2x4 So No.2 REACTIONS. (
Vsize) 2=868/0-8-03 7=868/0-8-0 Max
Horz 2=-40(l-C, 10) Max
Uplift 2„-202(LG 12), 7,--202(LG 12) FORCES, (
lb) Max, Comp,/Max. Ton. - All forces 250 0b) or less except when shown - TOP
CHORD 2-3=-1922i658,3-4=-1564/510.4,5w1461/509, 5-6--1564/510, 6-7=-1922/658 BOT
CHORD 2-11 =-567/1808, 9-11 =-371/1460, 7-9=-572/1808 WEBS
3-11 =-403/218, 4-11 - 34/332, 5-9=-35/332, 6-9= 402/218 NOTES-
1)
Unbalanced root live loads have been considered for this design. 2)
Wind: ASCE 7-10; Volt= 1 39rnph (3-second gust) Vasd--1 08niphl TGDL=4.2psf; BGDL=5,0psf1 h=25ft, 13=45ft; L--24fteavo=4ft; Gat, 11, Exp
B, Encl., CGpi=0, 18: MW FPS (directional) and G-C Extenor(2) -1 -0 0 to 2-0 0, Interior(1) 2 0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-
0, Inlehor(l) 17-2-15 to 23-0-0 zone, cantilever left and right exposed ; end vertical left and right exposed; C-(.' for members and forces & MWFRS
for reactions shown; Lumber DOL-1.60 plate grip DOL=1,60 3) provide
adequate drainage to prevent water pending. 4) This
floss has been designed for a 10,0 pst bottom chord live load rionconGurrent with any other live loads. 5) * This
truss has been designed for a live load of 20,C)pst 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 rnernbets, 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=202,
7=202, Joaquirl Veler
PE No-6812 MiTek USA,
Inc, FL Cert 6634 6H4 Parke
East Blvd, Tarripal FL 3' 3610 Date: February
28,
2018 A)k
WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED &fTEK REFERANCE PAGE U8,7473 rev. I"'W01,58EFOREUSE Owilqn Vail f"
t (IV) only With Ki" w(lonly r'l oil lFrOrvidti'll [Alildinq , Ir"I vyul(m, irlitot,
tr.l hullksitu} 'jodqnA lT'WV";l(y 1h,of,l4k 4,41HY -fdoA'ln Inc ottx'vlt'l ltd"O"'str un ini" lh': ovewillMiTek' isorwoy, wq(hwd
tof
st,jtilltyond t"f'q'w(n)I , with J-Aq's I 4(i,ltVdomoqo 0ANS1/TPlT Quetilty Criterio,
DSB-89 and SCSI Building Component 6904 Parke East Blvd. swelly Informotion cmMot*e
ftom llolo lns4ittrtrr, 2'W N lo, SlfoaI, ",rgto 317 Aloxondilo VA;123 IA Torniat, FL 33610
Job Truss Truss Type Qty Ply
Tl 3350512
180067 RF10 common 1 1
Lf)b-
Manning B"kalding -Supplies, -Apopka, -FL,32703, 8.210 s Feb 12 2018 MfTek industries, Inc. Tue Feb 27 14:06:58 2018 Page
ID:18iiiZxdVcniYeRE4'?16VCtWzoDiA-Ktivl2aShFwpT9C,EsllB3syCMdxGSH8NDniD H6zqvyR
T,(r0 5-10-14 11-0-0 16-1 2 220-0 230-0
1-0-0 5-10-14 5-1-2 5-1-2 5-10-14 1-0-0
Scale = 1,38 5
U4
04 --
3x4 -- 3x4 -- 3x4 -
7-7-4 14 4-12 22.0-0
7-7-4 6-98 7.i..4
LOADING (pst) SPACING- 2_0_0
TOLL 20-0 Plare Grip DOL 1.25
TCDL TO I-Limthcr DOL. 1.25
BCLL 0,0 Rep Stress Inct YES
BCDL 10.0 Code FR(;2017/TP12014
LUMBER -
TOP CHORD 2X4 SP N0,2
BOTGHORD 2x4 SP No.2
WEBS 2x4 SP No.2
REACTIONS, (Ithisize) 2=868/0-8-0, 6=868/0-8-0
Max Holz 2=48(LC 11)
Max Uplift 2=-202(LC, 12), 6=-202(L(, 12)
CSL DEFL, in to(.,) f/defl Jd
TC 0,33 Verl(LL) 0,10 8-16 999 360
BG 0.63 Vert(CT) 0,21 8 16 999 240
WB 0,13 Hoiz(GT) 0,05 6 n/a n/a
Matrix MS
FORCES. (Ib) - Max. Comp./Max. Ten, - All forces 250 (it)) or less except when shown,
TOP CHORD 2-3=- 1936/529, 3-4=- 1719/464, 4 5--1719/464, 5-6=- 1936/529
BOT CHORD 2-1 0=-439/1816, 8-10---255/1212, 6-8 451(1816
WEBS 4-8=-99(563, 5,8=-353/191, 4-10=-99/563, 3-10=353/191
3x4
PLATES GRIP
MT20 244/190
Weight: 92 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-10-8 oG prittins,
BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered tot this cosign
2) Wind: ASCE 7-10; Vult_-139rnph (3-second gust) Vasd=108rrfph, TGDL,=4.2psf1 BCDL=5,0pst1 ri=25ft, B=451t: L=201 eave-4tt, (',at,
11; Exp B; Enrl,, GC.pi=0.18; MWFRS (directional) and C-C Exterior(2) 1-0-0 to 2-0-0, nloric;r(l) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to
14-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and tortes & MWFRS for
reactions shown; (_umber DOL=1.60 plate qmp D01-1,60
3) This rRiss has been designed for a 10.0 psf bottom chord live load nonconcht rent with any other live loads.
4) * This truss has been designed for a live load of 20,Qpsf or, the bottom chord in all areas whore a rectangle 3-6-0 tall by 2-0-0 wide
will tit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) except Ot=lb)
2=202,6=202,
Joaquin Velez PE Nci.68182
MRO USA, inc, FL Coll OVU
004 ParAe Eaikt Blvd. Tampa FL 13610
Data:
February 28,2018
WARNING- Verify design parameters end READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MY- 7473 rev. 1"312015 BEFORE USE,
voli'l I uv,only wlth ffu,jos*pn I'li'm ... +as-j("m)-)n,I is 1-1 ffiilxdlvtluol IxA
I Roforouv% lh,t,uildino limsiv,rify th-l[i4i, ot'oity',l Jwiton,,+,w-lnd thisdo*jnifll., rt ......
hul<lfi q (R Aqr, Woclnn , AkAf-klifv,Itrltl,d1Vtdu,)I llu,,,Wot"Hc ,aolhotd,ff1 mXm' "Illy M!Tek' 6904
Parke East BW Safety
Intormation cIV444"= Iran, Im, Mrke keltitute, 2,M N, k'(Sire r 1, Sulk312, VA 22314 TarWa FL 33610
Job Truss
180067 Vol Valley
T13360513
Iding Supplies, Apopka, FL - 32703,
0
0
4 00 IT
2
I
8,210s Feb 12 2018 Milek Industries, inc. Tue Feb 27 14:06:59 2018 Page I
ID:18mZxdVcniYeRE4?j6VCrWzoDiA,olsHwOb4SY2q5JrOOTZoc3VStIQ,)BINWRozXpYzgvyQ
X4 4-0-0
2_0_0
III
Scale 1 7 4
2x4 2x4
0- 0-12 4-0-0
0,0-12 3-11 4
Plate Offsets (X,Y)-- [2:0-2 0,Edgel
LOADING (pst) SPACING- 2-0-0 CSL DEFL. in Ioc) I/defl Ud PLATES GRIP
7G,LL 20,0 Plare, Grip DOL 1,25 TG 0.03 Vod(LL) n/a n/a 999 MT20 244/190
IGDL 7.0 Lumber DOL 1,25 B G 11,05 Vedic T) rVa n/a 999
BGLL 0.0 Rep Stress Incr YES WB 0,00 Horz(GT) 0.00 3 n/a n/a
BODL 10,0 Code FRC20171TP12014 Matrix-P Weight: 9 lb FT n 20'%
LUMBER- BRACING -
TOP GHORD 2x4 SP Ni),2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 o(; purlins.
BOTCHORD 2x4 SP No,2 BOOT CHORD Rigid ceiling directly applied or 10 0-0 oc bracing.
REACTIONS. llblsizek
Max Herz 1,--4(LC 11)
Max Uplift l=-15(LC!2),3---15(LG12)
FORCES, lib) - Max. Gornp./Max. Ten, -All forces 250 (1b) ar less except when sf owl2
NOTES-
1) Unbalanced roof live, loads have been considered for this design,
2) Wind: ASCE 7-10 '
0G, Vull
139mph (3-second grist) Vasd= I 08rnph; TGDL=4,2psf, BCD[_=5,0psf ' lh 2511 ' B-451L L=24ft: eave=,Ift, Cat. 11,
Exp B, Encl_ Wpi-,18; MWFRS (directional) and C-Exterior(2) zone: uantilever left and rightexposed: end vertical left and tight
exposed:G-C for members and forces & MWFRS tot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)
Gable requires GOWMLJOUs bottom chord bearing. 4)
This truss has been designed for a 10,0 psf bollorn chord live load nonconcurfent wilt-, 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 rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other niernbers, 6)
Provide mechanical connection (by others) of Truss to hearing plate capable of withstanding 100 lb ui,31111 at jklirit(S) 1, 3, Joaquin
Veiaz PF No,691K VAiTaji,
LIRA, inc. FLCart l)634 004 Pa*
e East Blvd. Tampa FL a3610 Date: February
28,
2018 AIdIk WARNING -
Verdy design parameters and READ NOTES ON THIS AND WCiUOEDMITEKRFFERANCEPAGE MN-7473rev. 1010312015 BEFORE USE 1-siun vulki (
otuw only with 4kiS0wjqrlKtKkux' I "nIV kit Shown, Iind o f,x I#) if vIl'Ad, I'll I1k(II4rII(*i0
11(*;1111 10011 VII111Y I[WI-114 Ail OlAlitv I If 4*jn I I 4,4x?flyiw "it- aide Irv- •VIII III Nil' T Miek' K,
dW,1ySwqtAF,Id f"(044firy"'Ind wilt', fIr"I'Ifly I'Aivofy, 'Ifectik)
II 'Ind aod truss syctolm-,,,oANSIITPtI Quality Criteria, D$8-89 and SCSI Budding Component 6904 Parke Fast BNd Safety Information ov,
kil(#Ao ll,Iin lfkrs Hoto In,,1111ire, 7III N, t,»I Yk,Ior, Butte ziti, l4eexotxfil r VA,,2314 Tarrpi FL 33610
Job Truss Truss Type City Ply
T1 3350514
180067 V02 Valley I
J 8,210 s Feb 12 2018 MiTek Istries, Inc. Tire. Feb 27 14:07:00 2018 Page IManningFlJildintjSup —plies, —kj pf' - L , 3; 73 ndu
ID:18ii)ZxdV(,ritYeRE4?j6VCrWz,oDiA-GEPf8kbiDiAXjTQc A4f8HIbuRIvwCEgg4I5t- z9vyP
4-0-0 80-0
4-0-0 4,0-0
Scale = 1 14A
4x4
400 12 2
2x4 v
4
1,5x4 2M ,-
I
0-0 12 6-0-0
0-0-12 7-1 1-4
LOADING (pst) SPACING- 2-0-0 CS1, DEFL, in (loc) i/detl L/d PLATES GRIP
TCLL MO Plate, Grip DOL 1,25 TC 0.14 Verr(,L) Iva n/a 999 MT20 244/190
TOOL 7.0 Lumber DOL 1 25 FIG 0.09 Vert(CT) n/a n/a 999
BULL 0.0 Rep Stress Inci YES WB 0,03 Horz(GT) OM 3 n/a, n/a
BGDI- 10,0 Code FR02017/TP12014 Matrix-P Weight: 22 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purfins,
ROT G HORD 2x4 SP No.2 BOOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing -
OTHERS 2x4 SP No,2
REACTIONS, (Itilsize) 1 108/7-10-8, 3=108/7-10-8, 4=236/7-10-8
Max Harz 1=-12(L(, 10)
Max Uplift 1-30(L,, 12), 3=-30(LG 12), 4 =-29([-C 12)
FORCES. (11)) - Max, Gornp,/Max, Teri. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced loot live loads have been considered for this design.
2) Wind: ASCE 7-10; Vurt=139niph (3-second gust) Vasd=108mplb: TGD[,--4,2pf: BG[X,=5.0psf; fh 25ft; B,--45ftl L 24ftl eave--.,ht; Gat.
III Exp B, En(,I,, (.',Gp1=0,18; MWFRS (directional) and G-C Exterior(2) zorip, cantilever left and right exposed I end vertical left and
right exposed'C-C for members and forces & MWFRS for reactions shown: Lumber DOL,wl .60 plate grip DOL=1,60
3) Gable requires crartini-r0tis bottom chord bearing,
4) This truss has been designed for a MO par bottom chord live load n0bC0nCIJrrer1t With any other live loads.
5) ' This truss has been designed for a live load of 20,0psf on the bottom chord in all are -as where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other rnenribeis,
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4,
Joaquin Velez PE No.6812
MiToK USA, Inc. FL Cert 6634
904 Park;East BKd, Tampa FL 33613
Date:
February 28,2018
WARNWO- Verity design peramten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MY- 7473 rev M10312015 BEFORE USE,
D IJI)11 Vo4idt"t lhisd,'iqn is t'nod only I I[ x?n I, IT, ine0orssiv,wii, $I I<I!IIol (In it t,'JM'4-1+4 1.
olitn'SsYA'qn
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t' it'W" Ilk)n. stoFoj">. dI fIv,!ty, cAr ' 11"r 1 (It V, I t'rr, r"It V'; Of III h—" At I, I fit N' 'YMI)i I I,, w aANSI/Tlrf I Quality Criteria, DSB-SF and SCSI Building Component 6804 Parke Fast BNd
Safety Information 4I,m ItIm's Milo lmtlluto. "?18 N [oo Mro0. Sulto I];', /14(+Xofyfrii. VA Tampa F:L 33610
Job
T13350515
180067 V03 Valley
0-0-12
00,12
8F210 s Feb 12 2018 Mi F ek Industries, Inc, I ue Feb 27 14:07:00 2018 Page I
ID:18niZxdVctiiYeRE4?16VCrWzoDiA-C,EPtBkbiDrAXITOc A4f8HlcdRlJwCFgg4l5L z9vyP
120-0
6-0-0
TRUSS DESIGNED FOR WIND LOADS IN THE PLANE
OF THE TRUSS ONLY, FOR STUDS EXPOSED TO WINE)
NORMAL TO THE FACE), SEE STANDARD INDUSTRY
GABLE END DETAILS AS, APPLICABLE, OR CONSULT 4x4
QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1.
3
8 7 6
3A 1 5x4 1 SX4 1 SX4 3A
120-0
Scale = 1 19 0
LOADING (pst) SPACING- 2-0-0 CS1, DEFL. in Ioc) Udell Ltd PLATES GRIP
TCLL 20.0 Plate Grip Dot, 1,25 TG 0,09 Vert(Li-) Wa n/a 999 MT20 244/190
TCDL TO Lumber DOL 1,25 BC 0,07 Vert(C F) n/,t n/a 999
BOLL 0,0 Rep Stress Incr YES WB 0,02 Hotz(GT) 0.00 5 n/a n/a
BGDL 10.0 Code FRC2017/TP12014 Matirics Weight 38 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 20 SP N(,),2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOTGHORD 2x4 SP No2 BOICHORD Rigid ceiling directly applied of 10-0-0 oG bracing. OTHERS
2X4 SP No,2 REACTIONS.
All hearings 11-10-8. Max
Harz 1--20([-C 10) Max
Uplift All uplift 100 Ib or lessatjoini(s) 1, 5, 6, 8 Max
Grav All reactions 250 ith or less at joint(s) 1, 15, 7,6,8 FORCES. (
lb) - Max. Gomip./Max. Ten. - Alf fowes, 250 (Ilh) or less except when shown. NOTES-
1)
Unbalanced root live, loads have been Gonsidered for this design 2)
Wind ASCE 7-10; Vult=139rnph (3-second gust) Vasd=108rr)ph, TCDL=4,2psf: BCDL=5.0pst: h-25ft; B=45ft, L-=241r, eave=4tt: Cat. If;
Exp B, Encl., GCpi=0,181 MWFRS (directional) and C-C Exterior(2) 0-11 5 to 4-0-0, Intenoi(l) 4-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-
0-0 zone, cantilever left and right exposea: end vertical left and right exposed,C-C for members and forces & MWFRS for reactions
shown; 1-Uniber DOL=11.60 plate grip DOLm1,60 3)
Gable requires contrit-IOUS button), Ghoid hearing, 4)
This truss has been designed for a 10,0 psf bottom chord live load noncon(Avtent with any other live loads. 5) *
This truss has been designed for a live load of 20,0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, 6)
Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 100 In uplift at joint(s) 1, 5, 6, 8. ar
0
Joaquin
Velez RE No 68192 MiTok
USA, Inc, FL Dart 6634 6H4
Parke East 5NA, Tampa Fl, 53610 Date:
February
28,2018 AA,
WARNWO - Yertfy dexlgn parxrrmrers and READ NOTES ON THIS AND WCLUDED UITEK REFERANCE PAGE MR-7473 rev, 10VQJ/20f5 BEFORE USE. le
sioi, wilid foi usoonly Mtn lvrlek::INS, resiqn I, t :'-Jonlv q ,1t, wjnwt'F slv'wi t' f"I In a A I Ailkh 'q (:otilj rani n'A rrvc
It,<, t?off*{) des5kjn,I mu'l votily 1hoot f 4icohdrty "I d'Iu{jn [xIlofw'lof% on. 114"1 x,rlY 41(" 'It "I'fl, it as, in Ite, , 'ww 11 M!
Tek' K
olw'o' h't A IrAly and n, r lovfwIt "Y' Witt) t'wa,k tukay otI, I I j"IX)fly q (lot ,a, It 'r,04AI"O Iovxj'='
dor"'Ily' ki-19"n"IrKI I "t liuw'I"'Ilvi lrua ysl'mn& %(KtiANSI/TPIII Cittallity Criteria, DSB-$q and 8CS1 SullOngComportent 6904 Parke East 6fd Safety
Information ovoitrot 4e, front trim, More inafitedc,. ? I la Nlee Stro,A, Wro 31 c, VA c,1314, lampe FL aa610
I'll 3350516
180067 VO4 Valley 1 1
ining Building Supplies, Apopka, FL - 32703, 8,210 s Feb 12 2018 MiTek Indiristnes, Inc. Tire Feb 27 14:07:01 2018 Page I
ID:18rT)ZxdVctilYeRE4?16VCrWzoDiA-kQz2t-4cK 91OLd?pYkibutiU,,tmLr5sffTpvk$etRzgfyO
80-0 160-0
8-0-0 8-0-0
Scare = 1,25,5
4x4
3
3X4 8 7 6 3x4
1 5x4 I 5x4 I 5x4
0-0-12 160-0
0-6:12 15-11-4
LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (too) /detl Jd PLATES GRIP
FGLL 200 Plate Grip DOL 1.25 TG 0,16 Verl(LL) nia n/a 999 MT20 244/190
TCDL TO Lumber DOL 1.25 BC 0,11 Vert(GT) nia - n/a 999
BOLL 0.0 Rep Sties, Inca YES WB 0,03 Horz(GT) 0.00 5 ilia n/a
BCDL 10.0 Code FFIC2017/TP12014 Matrix-S Weight: 51 lb FT - 20%
LUMEIER- BRACING -
TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puilins,
BOTCHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10 0 0 oc placing.
OTHERS 2x4 SP No,2
REACTIONS, All bearings 15-10-8,
Ib) - Max Horz I -28(!-C 10)
Max Uplift All uplift 100 lb or loss at joint(s) 1, 5, 7, 6, 8
MaxGfav All reactions 2501bot 1, 5excep! 7--271(LC 1), 6=309([-C22),8-309(LC21)
FORCES. ((1)) - Max, GoiT-rj),/tvptx. Ton, - All forces 250 (11h) or less except when shown
NOTES -
I ) Unbalanced roof live load,, have been GOWSidefecl for t!"ItS d0S(iju,
2) Wind: ASCE 7-10: VLllt=139rnph (3-second gust) Vasd=l 08rnph; TGDL--4.2pef, Fl11DL=5,0pst: h=25ft, B=45ft; L=24tt; eave--4ft: Cat,
11; Exp BFuel,, GGpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-11-5 to 4-0-0, interior(1) 4-0-0 to 8-0-0, Exterior(2) 8-0-0 to 11-
0 0 zone; cantilever left and right exposed I end vertical left and fight exposed;G-C for members and forces & MWFR8 for reactions
shown: Lumber DOL=1,60 plate grip DOL=l .60 3)
Gable requites continuous bottom chord hearing, 4)
This truss has been designed for a I 00 psf bottom chord live load noncancurrent with any other live loads. 5) * This
truss has been designed for a live load of 20,Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members. 6) Provide
mechanical connection (by others) of truss to hearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6, 8, Joaquin Velez
PE No,68182 pliTeR U$
A, Me- FL Cert 604 6904 Parke
East Blvd, Tampa FL 33610 rate: February
28,
2018 AA, WARMWG-
Verify design parameters and READ NOTES oNTHIS AND iNCLUDEOUtTEKREFERANCE PAGE M9.7473rov, Wil"015 BEFORE USE. I V191,
I f0f m000ry with Kt"1s'sj'+jV,rj -I s f.irolilotots is rol t a, if, jr,* I", if I coml. in nf, ty o hums
13,0ow, tis'% Iho t uildlng'lo*ri,' I wlsl V'=flly [,,vu ne leis it 'tr I -1,y It, (q -'Ilo if 't" niki-)o1y,
Addlfio("Alol fit -fo(y cAx I I 141wil s,,W k 4yx'o MiTek' 44klolk'n. Mol-
V'4e' do fivt ry'owclt"ql olv'l *I'l of Wews ond lirm"Y"i,ms, w(ANSI/Tliill Quality Crffwio, D$8.89 and SCSI Building Component C3904 Parke East Blvd. Safety information ov4lo[
Ao lt,Ao [Rrs Wito 11"Ilturo, 19, Suro,'Wl, VA Tampa, Fl- 33610
113350517
V05 Valley I I
Reteren rr912 _laojl---
Apopka, FL 32703, 8.210 s Feb 12 2018 MiTek Industries, Inc, Tue Feb 27 14:07:02 2018 Page I
IDJ8mZxdVcniYeRF4?j6VCrWzoDrA DcXQZQdylTRFyryia?51)67Ei7xLFRB06kz8OBCot7gvyN
10-0-0 200.0
10-0-0 10-0-0
Scale 3i8"=1,
3x4 12 11 10 9
7
3x4
0.0,12 20-0-0
o 61"12 19-11-4
LOADING (psf) SPACING- 2-0-0 CSL DEFL, in too) Well L/d PLATES GRIP
TOLL 20,0 Plate Grip DOL 1,25 TIC 0.14 Vial(-L) n/a n/a 999 MT20 244/190
TGDL TO Lumber DOL 1.25 PC 0.11 Vert(GT) n/a n/a 999
BOLL 0,0 Rep Stress Incr YES WB 0,03 Hofz(CT) 0.00 7 n/a n/a
BODL 10,0 Code FR(.2017n-PI2014 Matrix-S Weight: 71 Ith FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No-2 TOP (>-IORD Structural wood sheathing directly applied or 6-0-0 oc purfins.
BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing.
OTHERS 2x4 SP No.2
REACTIONS. All bearings 19-10-8
lb) - Max Hot z 1 =-36(LG 10)
Max Uplift All uplift 100 In or loss at joint(s) 1, 7, 8, 9, 12, 11
Max Gray All reactions 250 lb or less at joint(s) 1, 7, 10 except 8=299(1-C. 22), 9=255([-C, 22), 12=299((-G 21),
11 =255(LC 2 1)
FORCES, (lb) - Max, Gornp.fMax, Ten, - All forces 250 (ib) or less except when shown.
NOTES-
1) Unbalanced root live loads have been considered for this design,
2) Wind: ASCE 7-10; Vult=139mph (3 second gust) Vasd=108mph; TGDL 4.2psf; PCIDI-5,0ps!" h=25ft, B=45fl, L=24ft, eave-4ft, Cal,
III Exp B1 Encl., GCpr=0,18, MWFRS (directional) and G-C Exterior(2) 0-11-5 to 4-0-0, Interior(l) 4-0-0 to 10-0-0, Exterior(2) 10-0-0
to 13-0-0 zone; cantilever left and tight exposed ' end vertical left and right exposed;G-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1,60 plate grip DOL-1,60
3) All plates are 1 .5x4 MT20 unless otherwise Indicated,
4) Cable requires continuous bottom ohontl bearing.
5) This truss has been designed for a 10,0 psf bottom chord live load nonconcunent with any other live loads,
6) * This truss has been designed for a live load of 20.0pst 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 Ib uplift at joint(s) 1, 7. 8, 9, 12, 11.
WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCEPAGE W7473 rev. 10103120158EFORE USE. lxrsiqi
IV, If )It Fvl I
IitMsYM",n, N,*ae I wl'st V"11(y 1h," ij44i-kj4jtY "I, I, it,) thi, It It,, In - Safety
Inamallan w4lotAo font Itws Milo 21s N too Slw,ar Suikt /Ilox,)ry ftla \'A Joaquin
VeIII4 PE No.68182 MiTok,
USA, kIc, FL C(,A 6634 6804
Nirke East Blvd, Tampa FL 3361T Date:
February
28,2018 MiTek'
6904
Flatko Fisl Blvd Tampa
F1 a3610
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless )(, y
offsets are indicated
Dimensions are in ff-in-sixteenths.
Apply plates to both, sides of truss
and fully embed teeth,
OJ/11,
V
A,
Pcr 4 x 2 orientation, locate
plates 0- " from outside
edge of truss.
This symbol indicates; the -
required direction of sicts i!
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
Tine first dimension is the cilate
4 x 4 wictin measured perpendicular
to slots Second dimension is
The length plarclle( fo, slots
LATERAL BRACING LOCATION
Indicated by syrnbc-1 shown and/or
by text in the bracing secti-on, of the
output, Use T or I brocinig
if indicated.
BEARING
Indicates location where bearings
supports) occur Icons vary but
action section Indicates Join+
I number where bearings OCCUr.
Mir, size shown Is for crushing only.
Industry Standards:
ANSI/TPI 1, National Design Specification, Tor Metal
Plate Connected Wood Truss Construction
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses
d rnensrons shown in ft-in-sixteenths
Drclwings not to sr-cle)
2 3
i0P CHORDS
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS,
PRODUCT CODE APPROVALS
iCC-ES Re;ccr+s
ESR-131 1, ESR-1352, ESR19881
ER-3907, ES12-2362, ESR-1397, ESR-3282
Failure to Follow Could Cause Property
Damage or Personal Injury
1, Additional stobi!ity bracing for truss system, e.g.
drag nail oi-X-brocing, is OWOys; required, See SCSI
Truss nroon.g rnus7 to designed by an engineer. For
de truss sca;nq indi`vicfual laterof traces, Th ry, e lves
rr'cy require Diocng' or altemotive Tor I
bn3cing shculd be- ccrrsdered
3 Nevet exceed the design 100ding shown and never
stock matenalsor, inadequately biaced trusses.
4 Provide copies of this truss design to the building
designer, erectlor) supervisor, property owner and
all other interested barfieS,
5. Cut mernbers to te*r tightly OgOinSt eCiCh oth,-r.
Place pk:lte' on eacrr face a, truss of eoch
lonit or embed f,i ' i, Knots and awe at joint
ocoitiorrare ieguidted 0,y ANSI/TPI 1. Design
assuryies frusses will be suitably `ram the
ensvirontne rt;,) accord with ANSI/TPI 1, Unless otherwise
noted, moisture content of lurriber shall not
exceed 1 at time of fabhcotkon. v. Unless
expressly noted this design is not applicable f0f use with
fire ref dent, preservative 'reacted, or green (umber. 10ornher iSo
rcn-stru,:'Tu1O( ConSideration arict is the resio,cnisibilty of
f,,uss fatfrcator General pray tice is to corr,ber for
dead kid defiection. I I PICTeYoe,
size, 3rientation and location dimensions indicated are rninimum
plating requirements 12. Lurnl:ser
used MOO be, Of the SPedeS and SiZe, and in all respects,
equal to or better than that Trusses are designed
for wind loads in the plane of the specIfied, truss unless otherwise
shown. 13 Top cho;-Os rnuSf be sheathed or purlrriS provided of spacing indicatedon design.
Lumber design values
are in accordance with ANSI ' /TPI 1 14 Bottom fiords
require term bracing at 10 ft, spacing.3 section 6Thesetrussdesignsrelyonlumbervaluesorless, if r ceringis lr sfaled, unless otherwise noted, established by others, 15,
Connections not shown
are theeresponsibility of others. 5- 2312 ViTekS All
Rights Reserved Mi Tek Engineering Reference
Sheet: MII-7473 rev. '111 0/03/2015 16, Do, -sit cut
Oralfer truss rnember or plate without prior approval Of or., engineer.
17 insfal, and lood
vertically unless indicated otherwise I R Use of
green or treated ium!Deer may cose unacceptable eenvil'Onmerifol, heal tt,,
or performance risks. Consult with proje'f engineer before
use, 19 Reviewariporn. of this
design (front, tDock, words and pictures} before use Reviewing
pictures alone is not sufficient 20 Design
assurnes manufacture in
accordance with ANSI/TPI I _Qjcilify Criteria.
May 24, 2012
it f
MiTek USA, Inc.
DIAGONAL BRACE
4* 0" O.G. MAX
Typical __x4 L-Brace Nailed To
2x— Verticals W/1 Od Nails, 6" o.c.
Vertical Stud
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY
12
Varies to Common Truss
MiTek USA, Inc, Pagel of
Vertical Stud
4) - 16d Common DIAGONAL
Wire Nails BRACE
16d Common
Wire Nails
Z- - Spaced 6- o.c.
2) - 10d Common ----2x6 Stud or
Wire Nails into 2x6 2x4 Not of better
Typical Horizontal Brace
Nailed To 2x Verticals
SECTION A -A w/(4)-10d Common Nails
i 2x4'Stud
SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
jj 3x4
5) - 10d COMMON WIRE NAILS.
4) - 8d NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
Diagonal Bracing L-Bracing Refer
Refer to Section A -A to Section B-B
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2, CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT,
3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG,
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT
BRACING OF ROOF SYSTEM.
4, "L" BRACES SPECIFIED ARE TO BE FULL LENGTH, GRADES: I x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C.
5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT 4'-0" O.C.
6, CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD.
ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4.
REFER TO SECTION A -A)
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240.
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES.
10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE
06-01-12 BY SPIB/ALSC.
i
24-,Max Roof Sheathi
Diag. Brace
at 1/3 point;
if needed
2 DIAGONAL
Minimum Stud Without lx4 2x4 DIAGONAL 1 BRACES AT
Stud Size Spacing Brace ;L-Brace L-Brace i BRACE1 1/3 POINTS1
Species
and Grade Maximum Stud Length
O.C. 12" 3-10-2 1! 4-1-9 5-10-2 7-2,152.4 SP No, 3 Stu
4
11-6-6
2x4 SP No. 3 i Stud 16" O.C, 3-5-11 3-6-15 5-0-11 6-11-6 10-5-1
2X4 SP No. 3 1 Stud 24"O.C. 2-10-1 2-11-1 4-1-9 5-8,11 8-6-2
Diagonal braces over 6'-3" require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6" require 2x4 1-braces
attached to both edges, Fasten T and I braces to narrow edge
of diagonal brace with 10d common wire nails 8in o.c., with 3in minimum
end distance. Brace must cover 90% of diagonal length.
MAX MEAN ROOF HEIGHT ® 30 FEET
CATEGORY 11 BUILDING
EXPOSURE 6 or C
ASCE 7-98, ASCE 7.02, ASCE 7-05 140 MPH
DURATION OF LOAD INCREASE: 1,60
l'-3"
Max.
Z:W-j&TkTvU
2) - 10d NAILS
X
Trussos @ 24" o.c.!
IX 0V
2z6 DIAGONAL BRACE SPACED 48"O.C.
ATTACHED TO VERTICAL WITH (4) -16d
COMMON WIRE NAILS AND ATTACHED
TO BLOCKING WITH (5) - 10d COMMONS.
HORIZONTAL BRACE
SEE SECTION A -A)
FEBRUARY 14, 2012 Standard Gable End Detail SHEET
Rj)
A
U
MiTek USA, Inc,
MiTek USA, Inc, Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
Trusses @ 24" oc.
HORIZONTAL BRACE 24 DIAGONAL BRACE SPACED 48" Q.C.
SEE SECTION A -A) ATTACHED TO VERTICAL WITH (4) -16d
Roof Sheathing
COMMON WIRE NAILS AND ATTACHED
TO BLOCKING WITH (5) - I Od COMMONS.
Max.
IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE TO
IE PROJECT ENGINEER/ARCHTECT TO DESIGN THE
TILING DIAPHRAGM AND ITS ATTACHMENT TO THE -
PURLIN WITH TWO 16d NAILS
IUSSES TO RESIST ALL OUT OF PLANE LOADS THAT
ky RESULT FROM THE BRACING OF THE GABLE ENDS
2X 4 PURLIN FASTENED TO FOUR TRUSSES
WITH TWO 16d NAILS EACH, FASTEN PURLIN
TO BLOCKING W/ TWO 16d NAILS (MIN)
X
Diag. Brace.--
j-
PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES
at 1/3 points X SUPPORTING THE BRACE AND THE TWO TRUSSES
I needed ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
TO TRUSSES WITH (2) - I Od NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
5) - 1 Od COMMON WIRE NAILS.
T, End Wall
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1 ATTACH A MATCHING GABLE TRUSS TO THE INSIDE
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE -
METHOD 2 ATTACH 2X - SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SIZE, GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH (ASCE 7-98.02,05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL
MEMBERS WITH ONE ROW OF 1 Od (, 131 " X 3") NAILS SPACED 6"O.C.
FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL
MEMBERS WITH TWO ROWS OF 10d (131" X 3") NAILS SPACED 6" O.C. (2X 4 STUDS MINIMUM)
STRUCTURAL
GABLE TRUSS
V
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1,
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
VALID AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE : THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS, TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE,
STANDARD
GABLE TRUSS
L
S
INLAYED STUD
AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN
IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY.
FEBRUARY 14, 2012 j STANDARD PIGGYBACK ST-PIGGY-ALT
TRUSS CONNECTION DETAIL 7-10
j (Rh
u
MiTek USA, Inc.
PIGGBACK TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING,
SHALL BE CONNECTED TO EACH PURLIN
WITH (2) 0.131" X 3.6" TOE NAILED.
BASE TRUSS, REFER TO MITEK TRUSS DESIGN DRAWING
PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24" O.C.
UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING.
CONNECT TO BASE TRUSS WITH (2) 0.131" X 3.5" NAILS EACH-
2 X X 4'-0" SCAB. SIZE AND GRADE TO MATCH TOP CHORD OF
PIGGYBACK TRUSS, ATTACHED TO ONE FACE, CENTERED ON
INTERSECTION, WITH (2) ROWS OF 0.131" X 3- NAILS <@ 4" Q.G.
SCAB MAY BE OMITTED PROVIDED THE TOP CHORD SHEATHING
IS CONTINUOUS OVER INTERSECTION AT LEAST i FT IN BOTH
DIRECTIONS AND:
1 WIND SPEED OF 115 MPH OR LESS FOR ANY PIGGYBACK SPAN, OR
2 WIND SPEED OF 116 MPH TO 160 MPH WITH A MAXIMUM
PIGGYBACK SPAN OF 12 R.
FOR WIND SPEED IN THE RANGE 126 MPH - 160 MPH
ADD 9" x 9" x 112" PLYWOOD (or 706" OSB) GUSSET
EACH SIDE AT 46" O.C. OR LESS ATTACH WITH
3 6d (0.113" X 2") NAILS INTO EACH CHORD FROM
EACH SIDE (TOTAL 12 NAILS)
WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS
REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH Nail -On
PLATES AS SHOWN, AND INSTALL PURLINS TO BOTTOM EDGE OF BASE
TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE
TRUSS MITEK DESIGN DRAWING.
SCAB C(
NOTE D
7" x T' x 1/2" PLYWOOD (or 7/16" OSB) GUSSET EACH SIDE AT 24" O.C. AT
EACH BASE TRUSS JOINT. ATTACH WITH 3 - 6d (0.1 13" X 2") NAILS
INTO EACH CHORD FROM EACH SIDE (TOTAL - 12 NAILS)
VERTICAL WEB TO
EXTEND THROUGH
BOTTOM CHORD
OF PIGGYBACK
MiTek USA. Inc.
MAXIMUM WIND SPEED - REFER TO NOTES D AND OR E
MAX MEAN ROOF HEIGHT a 30 FEET
MAX TRUSS SPACING - 24 " O.C.
CATEGORY 11 BUILDING
EXPOSURE B or C
ASCE 7-10
DURATION OF LOAD INCREASE: 1.60
DETAIL IS NOT APPLICABLE FOR TRUSSES
TRANSFERING DRAG LOADS (SHEAR TRUSSES).
ADDITIONAL CONSIDERATIONS BY BUILDING
ENGINEER/DESIGNER ARE REQUIRED.
This sheet is provided as a Piggyback connection
detail only. Building Designer is responsible for all
permanent bracing per standard engineering practices or
refer to BGSI for general guidance on lateral restraint
and diagonal bracing requirements.
FOR LARGE CONCENTRATED LOADS APPLIED
TO CAP TRUSS REQUIRING A VERTICAL WEB:
1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS
MUST MATCH IN SIZE, GRADE, AND MUST LINE UP
AS SHOWN IN DETAIL.
2) ATTACH 2 x x 4'-0" SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d (0.131" X 3") NAILS
SPACED 4" Q C FROM EACH FACE. (SIZE AND GRADE TO MATCH
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
MINIMUM 2X4)
3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM
CONCENTRATED LOAD OF 4000 LBS (@a 1.15). REVIEW
BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS
GREATER THAN 4000 LBS,
4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS,
NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS.
5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH
THE PIGGYBACK AND THE BASE TRUSS DESIGN,
OCTOBER15,20141 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS ST-REPOW
AND DAMAGED OR MISSING CHORD SPLICE PLATES
MiTek USA Inc Page 1 of 1
TOTAL NUMBER 00 MAXIMUM FORCE (Ibs) 15% LOAD DURATION
NAILS EACH SIDE'
OF BREAK' x SP DF SPF HF
INCHES
2x4 2x6 2x6 2x42x62x4 2x6
MiTek USA, Inc,
2A
20 1 30 24" 1706 2559 1 1561 1 2342 1 1320 1980 1352 2028
26 1 39 30" 1 2194 3291 1 2007 3011 i 1697 1 2546 I 1738 2608
4 - -- - ------ 4 1
32 1 48 36" 2681 4022 j 2454 1 36,81 2074 3111 2125 3187
38 j 57 42" 3169 4754 2900 i 4350 2451 j 3677 I 2511 3767
44 66 1 48" 3657 5485 3346 i 5019 2829 4243 1 2898 4347 1
J
DIVIDE EQUALLY FRONT AND BACK
ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH
FACE OF THE TRUSS (CENTER ON BREAK OR SPLICE) WITH 10d NAILS
TWO ROWS FOR 2x4, THREE ROWS FOR 2x6) SPACED 4" O.C. AS SHOWN.(.131"dia. x 3")
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.G.
SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE,
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS:
L (2) X + C
BREAK
10d NAILS NEAR SIDE
10d NAILS FAR SIDE
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X" MIN '6" MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE)
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES
1 THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN, THIS REPAIR DOES
NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS
SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED
2 ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR
3. THE END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD
4, WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5, THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x, ORIENTATION ONLY
6 THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS
March 4, 2013
3 G 71 C I
7) 7:) 1
MiTek USA, Inc.
LATERAL TOE -NAIL DETAIL ST-TOENAIL SP
MiTek USA, Inc. Page 1 of 1
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND
EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN.
2, THE END 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 NDS 2001 (lb/nail)
DIAM. SP DF HF SPF SPF-S
I t I ' , j
131 88,0 80,6 69:9 68A 593
z
135 93,5 85.6 742 72.6 63-4
U162 108.8 99,6 86A 84,5 73.8 0 _
128 6 7. 50.3 131
75,9 69 5 60.3 59.0 51.1 148
81A 74,5 1
64.
6 632 1 0452.
5 C,
I,- -- - --- -------
VALUES
SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE
DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE:
3) -
16d NAILS (.162"diam, x 3.5") WITH SPF SPECIES BOTTOM CHORD For
load duration increase of 1. 15: 3 (
nails) X 84.5 (lb/nail) X 1.15 (DOL) = 291.5 lb Maximum Capacity ANGLE
MAY VARY
FROM 30'
TO 60' 45,
00' ANGLE
MAY VARY
FROM 30 *
TO 60' THIS
DETAIL APPLICABLE TO THE THREE
END DETAILS SHOWN BELOW VIEWS
SHOWN ARE FOR ILLUSTRATION
PURPOSES ONLY SIDE
VIEW 2x3,
2x4) SIDE
VIEW 2
NAILS (2x6) 3
NAILS NEAR
SIDE - - ---- NEAR SIDE, NEAR
SIDE Ili ;4E NEAR SIDE [ZNEAR
SIDE
ANGLE MAY
I VARY FROM
30'TO
60' 45.00*
45.00'
FEBRUARY 14, 2012 CONVENTIONAL VALLEY FRAMING DETAIL ST-VALLEY1
MiTek USA, Inc.
VALLEY RAFTERS
SEE NOTE #2)
RIDGE BOARD
SEE NOTE #6)
POST 1!
SEE NOTE #8
PLAN DRAWING
POST
MiTek USA, Inc.
GABLE END, COMMON TRUSS
OR GIRDER TRUSS
VALLEY PLATE
SEE NOTE #4
TRUSS TYPICAL
24" Q.C. )
GABLE END, COMMON TRUSS
t'L/AlNll Z5t,U 1 llUIN TRUSS MUST
BE SHEATHED NOTE:
GENERAL SPECIFICATIONS
48" O.C. MAXIMUM POST SPACING
I WITH BASE TRUSSES ERECTED (INSTALLED), APPLY SHEATHING TO
TOP CHORD OF SUPPORTING (BASE) TRUSSES, LIVE LOAD = 30 PSF (MAX)
DEAD LOAD = 15 PSF (MAX)
2. BRACE BOTTOM CHORE) AND WEB MEMBERS PER TRUSS DESIGNS.
D.O.L. INC = 1,15
3 DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS)
THE (a) GABLE END, (b,) GIRDER TRUSS OR (c) COMMON TRUSS TO THE ROOF SHEATHING ASCE?-10 115 MPH (MWFRS)
4, INSTALL 2 x 4 VALLEY PLATES FASTEN TO EACH SUPPORTING TRUSS WITH ( 2 ) 16d (3,5" X.131") NAILS
5 SET 2x6 #2 RIDGE BOARD SUPPORT WITH 2 x4 POSTS SPACED 48" 0 C BEVEL BOTTOM OF
POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH (4 ) 10d (3- X 131-)NAILS
FASTEN POST TO ROOF SHEATHING WITH (3) 10d (3" X 131-)TOE NAILS
6 FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOARD MAXIMUM RAFTER SPACING
IS24"OC FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3)16d (3,5" X 131'-)TOE-NAILS.
FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3 1 16d (3 5"XT31") TOE NAILS
7.. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48'0,C (OR LESS) ALONG EACH RAFTER.
INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS
WITH TRUSSES BELOW FASTEN VALLEY RAFTER TO POST WITH (4) 10d (3" X.131-) NAILS.
FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH (2)16d (3.5- X 131-)NAILS,
8 POSTS SHALL BE 2 x 4 92 OR BETTER SPRUCE PINE FIR, DOUG FIR LARCH OR SOUTHERN
YELLOW PINE POSTS EXCEEDING 75' SHALL BE INCREASED TO 4 x 4 OR BE PRE -ASSEMBLED
2) PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF I0dNAILS 6"OC
March 4, 2013 TRUSSED VALLEY SET DETAIL ST-VALLEY SP
MiTek USA, Inc. Page 1 of 1
GENERAL SPECIFICATIONS
1, NAIL SIZE = 3.5" X 0.131 16d
2, INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND
SECURE PER DETAIL A
MiTek USA, Inc. 3. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS,
GABLE END, COMMON TRUSS 4. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING
OR GIRDER TRUSS EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
5. NAILING DONE PER NDS - 01
6. VALLEY STUD SPACING NOT TO EXCEED 48" Q.C.
7, ALL LUMBER SPECIES TO BE SP.
Ali
if
if BASE TRUSSES
VALLEY TRUSS TYPICAL
SECURE VALLEY TRUSS
W/ ONE ROW OF 16d
NAILS 6" O.C.
DE
kIVIt-%AIIVIUIVI I 0171CM I r-111'4U)
N.T.S.
VALLEY TRUSS TYPICAL GABLE END, COMMON TRUSS
OR GIRDER TRUSS
WIND DESIGN PER ASCE 7-98, ASCE 7.02, ASCE 7-05 120 MPH
vy 111v DESIGN PER `QC. I - I v I 50 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
TINUOUS NO,2 SP ROOF PITCH - MINIMUM 3/12 MAXIMUM 10/12
TWO 16d (Q. 131" X 3.5") NAILS CATEGORY 11 BUILDING
TRUSS, EXPOSURE C OR B
WIND DURATION OF LOAD INCREASE: 1,60
MAX TOP CHORD TOTAL LOAD = 60 PSF
MAX SPACING - 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 4.2 PSF
ON THE TRUSSES
MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE
11 ERR MiTek USA, Inc. Page 1 Of 1
MiTek USA, Inc
MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7)
BRACE
24°( C 48 Q.C. 72 O.G. BAY SIZE
BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE
A B i C D
I
A B C D
L _ _ 1;____.- C D
T.._
10'-0" 1610 1886 1886 2829
314312'0" 1342 1572 a 1572 2358 3143 i j 4715 4715 7074
14'-0" 1150 1347 1347 2021
16'-0" 1006 1179 1179 1768 2358 2358
1
3536
18'-0" 894 1048 1048 1572
u , . -. u_ . _ ._
3143 4715
20'-0" 805 943 943 1414 1886 1886 2829
Bay size shall be measured in between the centers of pairs of diagonals.
TYPE BRACING MATERIALS
GENERAL NOTES
1. DIAGONAL BRACING IS REQUIRED TO TRANSFER T HE CUMULATIVE LATERAL BRACE FORGE INTO THE
ROOF AND,QR CEILING DIAPHRAGM. THE DIAPHRAGM IS 10 BE DESIGNED BY A QUALIFIED
PROFESSIONAL.
1 X 4 IND. 45 SP 2. THESE CALCULAI"IONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE.
A OR 3. DIAGONAL BRACING MATERIAL MUSTBE SAME. SIZE AND GRADE OR BET HER, AS THE LATERAL BRACE MATERIAL,
AND SHALL. BE INSTALLED IN SUCII A MANNER THAT IT INTERSECTS WEB MEMBERS 1
X 4 #2 SRB (DF, HF, SPF) A7" APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2 ad 0.
1 J Vx? 5") FOR i x4 BRACES, 2-100 (0.131"x 3"1 FOR 2x3 and 2x4 BRACES, AND 3-10d 00. 131 "F7') FOR 2.6 BRACES. r -- --- - - ---- ---- -'- -
4. CONNECT LATERAL BRACE TO EACH T RUSS WITH 2 &d a) 131 "X2.5-) NAILS FOR 1.4 LATERAL BRACES. i
2-10d (0-131'x3') NAILS FOR 2,3 and 2x4 LATERAL BRACES, AND 3-10d 10.131 "xW- FOR 2.61ATERAL BRACES. B
2 X 3 #3. STD, CONST (SPF, OF. FIF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST" ONE TRUSS SPACE FOR
CONTINUITY. 6.
FOR ADDHIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C
DF, HF OR SP) DSB-
89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND SCSI i 2
X 4 03, STD, CONST (SPF, GUIDE TO GOOD PRACTICE FOR HANDLING. INSI-At-LING & BRACING OF METAL PLATE CONNECTED WOOD
TRUSSES. JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. wwwsb-
011aUy com and w 4)inst'onq D
2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7 REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 6,
TABULATED VALUES ARE BASED ON A DOE. e 1.1 S FOR
STABILIZERS: FOR
A SPACING OF 24" O.C. ONLY, MITEK "STABILIZER" TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED
FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE
TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT
PITCH BREAKS, STABILIZERS MAY BE REPLACED W ITH WOOD BLOCKING. SEE "STABILIZER" TRUSS
WEB MEMBERS
This
information is provided as a recommendation to assist in the requirement
for permanent bracing of the individual truss web members.
Additional bracing may still be required for the stability of
the overall roof system. The method shown here is just one method
that can be used to provide stability against web buckling. CONTINUOUS
LATERAL. RESTRAINT
2-
10d NAILS SEE
NOTE 4)
Brace Size
for Two -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size
WE
Nails T-Brace / I -Brace must be same species and grade (or better) as web member.
NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress
wde sign w(or m^u"/the truss .~," Wet)^-( design
values. For
SPtruss lumber grades upto#2with 1X b oingma\oha|.use |ND45for T-8nme| For SPtruss lumber g
dooupto#1 with 1x-bracing material, use |NO55for T-Breno/|
ANI City of Sanford
fiYBung and Fire Prevention
Product Approval SRecification Form
1 1 2 3
Permit #
Project Location Address dIOD P .Ccu , 3a-
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www,floridabuilding.or g.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swing1p
Sliding
Sectional
Roll LlP-4
Automatic
12jomav NO
Other
2. Windows
74 -74
Horizontal Slider
Casement
Double Hung
Fixed
Awning
Pass Through
Projected
Mullions t
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product Florida Approval #
Qe3cri Lion including decimal
3. Panel Walls
Siding
Soffits PR/ 61 4
Storefronts
Curtain Walls
Wall Louver
Glass black
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles s
Underla meats
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Wate room
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofn slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Categoryf Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Sqlights
Skyliqhts
Other
7. Structural
Components
Wood Connectors s
Anchors
Truss Plates
Engineered Lumber
RailsN
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
Please Print)
June 2014
21812018 Florida Building Code Online
0
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approvaldb'r 4 USER: Public User
I Y
Er_9guq ARpm I Mqny > Product or Applicaoan 5cyrcti > AM icoj,qn,Lis etallI > ApplIcation D
1 FL # FL17676-R6
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Randard
AAMA/WDMA/CSA 101/l.S.2/A440
Method I Option A
08/23/2017
08/30/2017
09/09/2017
Year
2008
https://www,floridabuilding.org/prlpr_app_dti.aspx?param--wGEVXQwtDqvFGYZsjrZFR6fGloOf5hOztlq2H%2foVzRwqOyMps*/`2fjV2g*/*3d°/*3d 1/5
2/8/2018 Florida Building Code Online
FL # Model, Number or Name
17676.1 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35. Units must be glazed in accordance with
ASTM E1300-04.
17676.2 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-50
Other: LC-PG40. Units must be glazed in accordance with
ASTM E1300-04.
17676.3 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-45
Other. R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
17676.4 ' 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-47
Other: R-PG40. Units must be glazed in accordance with
ASTM E1300-04,
17676.5 1 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-47
Other: R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
17676.6 ' 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: LC-PG30. Units must be glazed in accordance with
ASTM E1300-04.
Description
36x74 Fin Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17 7 R I In it - 4 Si{ 3C x74 Fin,odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
36x84 Fin Frame
Certification Agency Certificate
Quality Assurance Contract Expiration Date
07/27/2020
Installation Instructions
FL17676 R6 II Install - 3540 SH Fin 36x84.odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
40x66 Fin Frame
Certification Agency Certificate
FL77R A AP A4 . f
Quality Assurance Contract Expiration Date
08/26/2019
Installation Instructions
FL17676 R6 II Install - 3540 SH Fin 40x66.odf
Verifled By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
44x63 Fin Frame
Certification Agency Certificate
F 7 7 R A A 4 Fin 44x¢ p,f
Quality Assurance Contract Expiration Date
05/26/2020
Installation Instructions
FL17676 R6 InEtaii - 3 4Q $H din 44x63.Ddf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
4402 Fin Frame
Certification Agency Certificate
F
Quality Assurance Contract Expiration Date
08/01/2022
Installation Instructions
FL17676 R6 II Install - 3540 SH Fin 44x72.odf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
44x84 Fin Frame
Certification Agency Certificate
FL767 A 7 4.01-1 -4 - f
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 II Install - 3540 SH Fin 44x84.Ddf
Verified By: American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
hftps://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGlo0f5hOztlg2H%2foVzRwgOyMps%2fjjV2g%3d%3d 2/5
2/812018 Florida Building Code Online
17676.7 13540 SH 52x84 Fin Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: R-PG25. Units must be glazed in accordance with
ASTM E1300-04.
17676.8 3540 SH
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35
17676,9 13540 SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ:
Impact Resistant: No
Design Pressure: +40/-50
Other: LC-PG40
17676,10 i 3540 SH
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ:
Impact Resistant: No
Design Pressure: +35/-47
Other: LC-PG35
17676.11 13540 SH
Certification Agency Certificate
FL1767§ R6 Q 4 Fif Quality
Assurance Contract Expiration Date 05/
26/2020 Installation
Instructions FI
17F76 R6 II FL 17676 R 1 11 —Fin Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 36x74
Finless Frame Certification
Agency Certificate EL1Z§
2§_H&_Q4 FL 7. Quality Assurance
Contract Expiration Date 08/28/
2022 Installation Instructions
ELIZ676 R6
II 08-01252B 7.od Verified By:
Luis R. Lomas, PE PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
FLI7676 R6
AE 511854B 1252.odf Created by
Independent Third Party: Yes 36x84 Finless
Frame Certification Agency
Certificate Yes Quality
Assurance Contract Expiration Date 07/27/
2020 Installation Instructions
ELIZ676 R6
11 08-01372 511989.pdf Verified By:
Luis R. Lomas, PE PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
FL17§76
R6 AE 511989 3540 FLS 36x84.r)df Created by
Independent Third Party: Yes 44x72 Finless
Frame Certification Agency
Certificate FL17676 R6
C CAC APC 3540 FLS 44x72.Ddf Yes Quality
Assurance Contract Expiration Date 08/28/
2022 Installation Instructions
ELIZf2Z§ 96
11 08-012478 10.12d[ Verified By:
Luis R. Lomas, PE PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
Created by
Independent Third Party: Yes Limits of
Use Approved for
use In HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
No Design Pressure: +
30/-30 Other: LC-
PG30 48x96 Finless
Frame Certification Agency
Certificate Quality Assurance
Contract Expiration Date 08/28/
2022 Installation Instructions
Verified By:
Luis R Lomas, PE PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
f Created
by
Independent Third Party: Yes 17676,12
1 3540 SH 52x62 Finless Frame Limits of
Use Certification Agency Certificate Approved for
use in HVHZ: No Approved for
use outside HVHZ-. Yes Quality Assurance Contract Expiration Date Impact Resistant:
No 08/27/2022 Design Pressure: +
35/-35 Installation Instructions Other: R-
PG35 Verified By:
Luis R. Lomas, PE PE-62514 Created by
Independent Third Party: Yes Evaluation Reports
Created by
Independent Third Party: Yes hftps://www.
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvFGYZsjrZFR6fGloOf5hOztlq2H%2foVzRwqOyMps%2flV2g*/`3d%3d 3/5
2/8/2018 Florida Building Code Online
17676.13 3540 SH 5202 Finless Frame
W
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F 7 1 7
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/12/2022
Design Pressure: +30/-30 Installation Instructions
Other: R-PG30 FL17 7 II 7 A 1 f
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 513016A 2270,odf
Created by Independent Third Party: Yes
17676.14 E 3540 SH i 52x84 Finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No F 7 7 4 x
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/26/2020
Design Pressure: +25/-25 Installation Instructions
Other: R-PG25 FL17676 R6 11 08-01514 51214L2,of
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
F f
Created by Independent Third Party: Yes
17676.15 13540 SH 4802 Fin Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/20/2019
Design Pressure: +35/-35 Installation Instructions
Other: R-PG35. Units must be glazed in accordance with F
ASTM E1300-04. Tes gmp& Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 17676.
16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No f Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: No 04/12/2022 Design
Pressure: +35/-50 Installation Instructions Other:
LC-PG35. Units must be glazed in accordance with3540 SH CHS Fin 108x74.Ddf ASTM
E1300-04. Verified By: American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 17676.
17 3540 Twin Single Hung 7301 Finless Frame Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No F 7 A P F 47 4 Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: No 11/03/2020 Design
Pressure: +35/-40 Installation Instructions Other:
R-PG35 F i Verified
By: Luis R. Lomas, PE PE-62514 Created
by Independent Third Party: Yes Evaluation
Reports FL17676
R6 E 51A 3853.odf Created
by Independent Third Party: Yes 0
0 Cgntact
Us :: 2§Ql QlAir S&gEje ftlia. Jjllah5js§eCF The
State of Florida is an AA/EEO employer. Cgpyright 2007-2013 state of Florida.:: ftl:: 6ccossibility Statement :: R91und. 5tiitsment Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.
275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one,
The emails provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
click til . Product
Approval Accepts. hftps://
www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOztlg2H%2foVzRwgOyMps%2gV2g%3d%3d 4/5
2/8/2018 Florida Building Code Online
Lim" o""",
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts PublicationsllAY FBC Staff BCIS Site Map Links Search
db10041. Product ApprovalirA6,
drUSER: Public User Pro
4.U(-LARPrgvP1 tMqnu > Pt,LC uct or Appllc ign 'qarch > APp!L(,oUQD L,r > Application Detail FL #
FL16054-R6 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer MI Windows and Doors Address/
Rhone/Email 650 West Market Street Gratz,
PA 17030 717)
365-3300 Ext 2560 bsitlinger@miwd.
com Authorized
Signature Brent Sitlinger bsitlinger@miwd.
com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Sliding Exterior Door Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Luis Roberto Lomas the
Evaluation Report Florida
License PE-62514 Quality
Assurance Entity National Accreditation & Management Institute Quality
Assurance Contract Expiration Date 12/31/2018 Validated
By Steven M. Urich, PE Validation
Checklist - Hardcopy Received Certificate
of Independence f Referenced
Standard and Year (of Standard) Standard Year AAMA/
WDMA/CSA 101/LS.2/A440 2008 Equivalence
of Product Standards Certified
By Sections
from the Code Product
Approval Method Method 1 Option D hftps:/
Iwww.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtFPmdYiNDWrzstAVpSoEMBaAI055VC*/`2fEBOOXd8MfZuKA%3d*/`3d 1/2
2/8/2018 Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
08/11/2017
08/13/2017
08/15/2017
10/10/2017
FL # t Model, Number or Name Description
16054.1 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT (INTERIOR
REINFORCEMENT)
Limits of Use Installation Instructions
Approved for use in HVHZ: No F 4 I f
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F 1 4 A 2 f
PRESSURE RATINGS. Created by Independent Third Party: Yes
16054.2 SERIES 420 OXXX SGD REINFORCED SERIES 420 OXXX SGD REINFORCED NON IMPACT (INTERIOR
AND EXTERIOR REINFORCEMENT)
Limits of Use Installation Instructions
Approved for use In HVHZ: No F
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F1 4 R A 12 f PRESSURE
RATINGS. Created by Independent Third Party: Yes 16054.
3 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON -IMPACT (INTERIOR AND
EXTERIOR REINFORCEMENT) Limits
of Use Installation Instructions Approved
for use in HVHZ: No FLl 4 R f Approved
for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN FL16054 R6 AE 512577D.pdf PRESSURE
RATINGS, Created by Independent Third Party: Yes 16054.
4 SERIES 440 OXXX SGD REINFORCED SERIES 440 OXXX SGD REINFORCED NON -IMPACT (INTERIOR REINFORCEMENT)
Limits
of Use Installation Instructions Approved
for use In HVHZ: No F Approved
for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
REFER TO APPROVAL DOCUMENT FOR DESIGN FLI§Q_54_ RQ_AE,_5jZ57jQpgf PRESSURE
RATINGS. Created by Independent Third Party: Yes oad.
Tallahassee The
State of Florida is an AA/FEO employer. :: Are g,Uibility %Atement ::. Refund Statement Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail
to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address if they have one.
The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here . Product
Approval Accepts: 0
AM ; Gredit
Car Safe
https:
llwww.floridabuilding.orgfpr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrzstAVpSoEMBaA1055VC%2fEBOOXd8MfZuifA%3d%3d 2/2
NOTES
I- THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE,
2, 'WOOD FRAMING AND MASONRY OPENING TO BE 'DESIGNED AND ANCHORED TO PROPER, -"
TRANSFER ALL LOADS To STRUCTURE, FRAMING AND MASONRY OPENING JS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK )S NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS T,-;.E RESPONSiBIUTY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED lN THE DESIGN OF THE PRODUCT
SHOWN HEREIN WIND LOAD DURATION FACTOR ' ,j=1,6 WAS USED FOR WOOD ANCHOR
CALCULATIONS
5. FRAME MATERIAL: ALUMINUM 5063-T5
5 UNITS MUST BE GLAZED PER ASTM E1300-04, lN!TlH' SAFETY GLASS.
7 APPROVED IMPACT PROTECTIVE SYSTEM, !SREQUIRED FOR THIS PRODUCT 'N W;NL) BORNE DEBRIS
REGIONS. 8,
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE
OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE E SHIM STACK TO BF '1/4", 9,
DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO iS EOUAL OR GREATER THAN 11.0 DO NOT
REQUIRE WATER INFILTRATION RESISTANCE OVERHANG
RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10.
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 318" MINIMUM,, EMBEDMENT iNTO SUBS -IRATE. LOCATE ANCHORS
AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11.
FOR ANCHORING INTO MASONRY/CONCRETE USE 3115" TARCONS WITH, SUFFICIENT LENGTH TO
ACHIEVE A 1 1/4" MINIMUM EMBEDMENT !NTO SUBSTRATE WITH 2 112- MINIMUM EDGE DISTANCE,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12,
FOR ANCHORING INTO METAL STRUCTURE USE #IC SMS OR SELF DRILLING SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINiMUM, BEYOND STRUCTURE IWER4OR WAL, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND iNSTALLATiO% DETAILS 13,
ALL FASTENERS TO BE CORROSION RESISTANT, 14
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'
S INSTALLATION ;N5TRUCTION5 AND ANCHORS SHALL NOT BE USED IN SUBSTRATES
WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECiF ED BELOW A.
WOOD - MINIMUM SPECIFIC GRAVITY OF 0=042 9.
CONCRETE MINIMUM, COMPRESSIVE STRENGTH OF 3,192 PST C.
MASONRY STRENGTH. CONFORMANCE TO ASTM C-90, GRADE N. TYPE ! (OR GREATER), 15
APPROVED CONFIGURATIONS: OX, XO, XiiX, XiP, PEX, PIIX, XjIp, Pjj!X, X;qp TABLE
OF CONTENTS SHEET
NO. DESCRIPTION NOTES
2
y ELEVATION AND ANCHORIING 3 -
9 ;NSTALLATiON DETAILS REVISIONS
A
3EVISE 8
i ADDED FLANGE N57ALLA-50NS 12/09/13 i R.L REV95ED
NSTALLAPON DETAILS 0/ 13/' '3 L IVI
WINDOWS AND DOORS, LLC 1900
LAKESIDE PARKWAY FLOWER
MOUND, TX 75028 SERIES
440 XIIX SGD REINFORCED NON -
IMPACT NOTES
ORAW1
1
0.
0 NO. V,
L. 08-01885 L
N TS 01/08/13 IS-E-TOF 9 SIGNED:
30l29l2015
i _ial
C" MAX- 77" MAX OIC
8 MAX
17"
MAX
O.C.
MAX
FRAME
HEIGHT
18'4 MAX -RAMC. WIDT
32 ,12"
SERIES 440 XIIX SGD REINFORCED
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACTRATING
35.01-40=0PSF
v
NONE
REFER TOCHARTS #1 A #2 FOR OTHER UNITS RATINGS Number
of anchor locations required Frame
Single
PAnal and Total Frame Width (In) tisight
24.
0 27.0 1 30,0 1 35 3 in)
0
96.0 108,0 1 120,0 1 141.0 H&
S T_ Jamb H&S I iamb H"S IH&S iamb I H&S I Jamb 78,
0 6 5 7 1 5 1 8 5 9 1 5 80.
0 6 7 5 a 5 9 5 6
6 7 6 a 6 9 6 6
6 7=6 a 6 9 6 6
6 7 6 8 6 9 6 6
6 7 90
2
ANCHORS PER LOCATO '0 N SEE
01R
ANCHORS
REQUIRED CHART#
1 WHERE
WATER INFILTRATION RESISTANCE 1S REQUIRED. SEE
NOTE 9 SHEET 1 OATI
REVISED
REINFORCEM NTIS R'L' ADDED
FLAN0_w 7NSTALLATf0NS 12/09/13 R,_ REVISED
INSTALILATiON DETAILS i I 0/13/15 R.L Dedgn
p- chart 04 Frama
bIqla Ftnel and Total Ra" VVdIh (r) Haot
in)
2410
27.0 30.0 35.3 98.
00 140&00 120,00 141,00 Pas
NV Pas Aleg Pas Neg Pas I Neu 70.
0 50.0 60,0 50,0 60,0 6010
50,0 60.0 50.0 60,0 49.6 04.
0 50.0 60.0 50,0 8.1 46.7 53A 41.3 47-2 88,
0 0 60.0 48.1 54.9 442 fjo.5 39,0 44.5 92,
0 50.0 57.6 45.6 52.1 41.9 47.8 36.9 1 42.2 L: L 48.0 Z7 49.fi_39._8 725- CHART#
2 WHERE
WATER INFIL TRA TiON RESISTANCE IS NOT REQUIRED. SEE
NOTE 9 SHEET I Design
p- chart 011so Fraff*
frameSniii Panel and Total Frarm Width (in) Oghl
in)
24.
0 27.0 1 30.0 35.3 I
9610010&W 120.00 141.00 Pas
Nag Pas Nag Pas I Nag Pas fft 78.
0 60.0 60.0 55.5 0 N't IN W.0 59.2 0 M.0 9 44.0 50.3 0
o 0-8 58.1 46.7 53A 413 47.2 88.
0 53A 60.0 F
V 4N 39,0 445 9ZO
1 50.4 57.6 778
5,
9 W374
3
1- 11 1 TN 41-2 40. ", 49.6 39.8 1 45,5 35,0 40,0 MI
WINDOWS AND DOORS, LLC 1900
LAKESIDE PARKWAY FLOWER
MOUND, TX 75028 SERIES
440 X1iX SGD REINFORCED NON -
IMPACT INSTALLATION
DETAILS V.
L. 1 08-01885 SCALE
NTS I-E 01/08/13 I-EE72 OF 9 SIGNED.,
1012912015
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SFALANT
SSG WOOD
SCRFW'
EXTERIOR
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
112" MsN,
EDGE -DIST,A NCE
T
3/8" MIN,
EMBEDMENT
MAX.
SHIM
SPACE
INTERIOR
10 WCOD
SCREW
D
ILL TO BE SET
t A BED OF
PPROVFD S::AtANT
1/4" MAX,
SHIM SPACE
MIN,
MENT
MIN.
DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FiNISHES, BYOTHERS,
NOT SHOVIN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1 3/8" wN
EMBEDMENT
112" MIN,
EDGE
STANCE
MAX
SHIM SPACE
EXTERIOR
APPROVFD
SEA -AN
WOOD FRAMJNC
OR 2X BUCK
8'! OTHERS
REIAVONS
DUCRPT'N t WE
REVISED REINFORCEMENTS 05/10/'3 R
ADDED FLANGE !NSTALLATiON'S
REVISED INSTALLATION DETAILS 1 0/,13/15 R.-
INTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS, I - LC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 440 XJIX SGD REINFORCED
NON - iMPACT
INSTALLATION DETAILS
V. L. 08-01885
INTS IWE 01/08/13 IsHf:E73 OF 9
SIGNED: 1012912015
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
3/4" MIN,
1/4" MAX
SHW SPACE
T--- --
3/4" MA
OR EDGE DIS-AN
LUNG
1 /"' -,
REVJSE0 REINFORCEMENTS
ADDED FLANGE !NSTALLATiONS
REVISED ASTALLATtON DETAILS I 1 0/1,3/15
10 SM OR10SMSORSELFDRILLINGLING
I SELF DRILIiNG
SCREW
SCREWS
kzizaaT: , 7- fl3
SILL TO BE SET
IN A BED OF
APPROVED APPROVED SEALANT
I I
EXTERIOR
METAL
SEALANT STRUCTURE
1/4" MAX.
SHIM, SPACE
H' BY )TERS
METAL-
APPROVED
SEALANT
STRUCT6URE JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
5/4' MIN,
VERTICAL CROSS SECTION EDGE DISTANCE
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1012912015
Ml WINDOWS AND DOORS, LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
0
SERIES 440 XIIX SGD REINFORCED
NON - IMPACT
INSTALLATION DETAILS p .TTATSr OF
Rlv
V.L. 08-01885 c 0hAA
SCALZ NTS I-E 01/08/13 I-EET4 OF 9
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET I
APPROVED
SEALANT
3/16" TAPCON
EXTERIOR
3/16" 7APCON
APPROVED
SEALANT
OPTIONAL lX BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET i
CONCRETE/MASONRY
BY OTHERS
VERTICAL CROSS SECTION
EONCRETEIMASONRY INSTALLATION
NOTES
I- INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
Z PERIMETER AND JOINT SEAL ANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
2 1/2" M.N.
EDGE DISTANCE
1 1/4 MIN.
EMBEDMENT
1 /4-
MAX.
SHIM
SPACE
INTERIOR
Rey P£Sf3ikPieySN GA A: vRt7:J£4
1
ADDED ;-LANCE NSTALLATiONS 12/09/13 i R.L.
C REVISED ;NSTA'-A7i0N DE-A:,LS 0/!3j
1 1/4" MIN, MAX.
EMBEDMENT Sr4,j',', SPACE
2 112"
MIN
ED G INTERIOR
13 13
IT
3/16" TARCON
0 BE SET
BED OF EXTERIOR
VED SEALANT
APPROVED
1/4" MAX, SEALANT
IHW SPACE
0 'IONAlP, - lX BUCK JAMB INSTALLATION DETAIL
TO BE PROPERLY CONCRETFIMASONRY INSTALLA77ON
5ECVRED
ti SEE NOTE 3 SHEET
VENT
CONCRETE/MASONRY
By OTHERS
MIN.
tint OISTANCE
MI WINDOWS AND DOORS, LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 440 XJIX SGD REINFORCED
NON - IMPACT
INSTALLATION DETAILS
DRAW-: No
V. L. 08-01885
ScztE NTS I DATE 01/08/13 1 SKEET Of 9
SIGNED: 1012912015
WOOD FRAMINC
OR 2X BUCP
BY OTHERS
APPROVED
SEALANT
10 WOOD
SCREW
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MIN
STANCE
MIN
VEN7
INTERIOR
i 't/R- -'l
EzV
C W"
SCF
10 WOOD
SCREW
WOOD FRAM
OR 2X 3I
S" 'L TO BE SET BY OTH
fll AR.qE6 OFA, VED SEALANT
4" VIAX,
S H,00 SPACE.
3/S" MIN
EMBEDMENT
2` MIN,
DOE DiSTANCE
A REVISED RFiNFORCVVENTS i 06/1:3/13 R.,
5 ADDED FLANGE INSTALIATiONS 12/09/13 R.L.
C REVISED )NSTALLATION DETAILS 1 R.L.
11 JAMB INSTALLATION DETAIL
SEALANT
WOOD FRAMING OR 2X BUCK INSTALLATION
Mi WINDOWS AND DOORS, LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 440 XIIX SGD REINFORCED
NON — IMPACT
FLANGE INSTALLATION DETAILS
GR.wl
Y.L.
errs r:a. 1 08-01885
SCALE' NTS I DATI 01/08/13 I-EE76 OF 9
SIGNED: 1012912015
04f
o 61261
A. T((AATTrrE OF
5- ZORIDt-
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
3/4" MIN
EDGE D?S,'ANCE
1/4" MAX.
SHIM SPACE
Is OR
RiLLING
3/4" MA,
EDGE
DISTANCE
REVISIONS
REV OFSCRiPTiON i DATE APPROVED
A j REVISED REINFORCEMENTS
8 ADDED FLANGE 7NSTALLA7iON5 12/09/13 i R.L
LREVISED iNST,A LLATiON DE7AILS i 3/15 R.L.
lic Sms OR7 111 SMS OR
1 FC.L DRILLING SELF DRILLINGING
SCREW SCREWS
SiLI TO BE SET
A BED OFIN EXTERIOR
APPROVED APPROVED SEALANT
SEALANT Y I
METAL
1/4" MAX, STRUCTURE Ri
SHIM SPACE By OTHERS
METAL
STRUCTURE
APPROVED
SEALANT JAMB INSTALLATION DETAIL
BY OTHERS METAL STRUCTURE INSTALLATION
3/G..MIN
EDGE DISTANCE
YEHTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS To BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
Ml WINDOWS AND DOORS, LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 4410 XIIX SGD REINFORCED
NON - IMPACT
FLANGE INSTALLATION DETAILS
DRAWN owc NO,
V. L, 08-01885
CAL' NTS lof 01/08/13 T77-7'7 OF 9
SIGNED: 10I2912o15
CONCRETE/MASONRY
BY OTHERS
OPTIONAL !X SUCK
To BE PROPERLY
SECURED
SEE NOTE 3 SHEET i
APPROVED
SEALANT
3/15" TAPCON
m
3/116- TAPCON
APPROVED
SEALANT
OPTIONAL - !X SLICK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET -)
CONCRLTt:/.MA50NRY
BY OTHERS
2 .12- MA.
EDGE DISTANCE
4" 1,CN,
4" WN
M 8 E u' V, E N 7
MAX, 2 2
SHIM M I N.
SPACEEDGE
DISTANCE
Mill
VERTICAL CROSS SECTION
CONCRETE,MASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY,
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH AS7M E2112
TO BE SET
BED OF
OVED SEALANT
REVISED REINFORCEMENTS 06/10/13 %R.
ADDED FLANGE INSTALLATiONS 12/09/13 j R.U.
REVISED INSTALLATILN, DETAILS r i 1, L,
MAX
SI,N SPACE
3/116" TAPCON EXTERIOR
INTERIOR
4" MAX, APPROVED
SHIM, SPACE SEALANT
X JAMB INSTALLATION DETAILOPTIONALBUCK
TO BE PROPERLY CONCRETEIMASONRY INSTALIA TION
SEE No 1-1 SHEET
V, EINT CONCRE-7E/MASONRY
eY 07"Er 5
2" MIN,
DISTANCE
MI WINDOWS AND DOORS, LLC
1900 LAKESIDE PARKWAY
FLOWER MOUND, TX 75028
SERIES 440 XIIX SOD REINFORCED
NON — IMPACT
F;ANGE INSTALLATION DETAILS
DPAW1 T`N »0._
V, L. 08-01885
5", L NTS lox-'E 01/08/13 1 S ETB OF 9
SIGNED: 1012912015
ENS-.
0 51
TAY OF 'Zuz:
o
112" MIN,
EDGE DISTANCE
INTERIOR TRIM,
HOOK STRIP
F]
0 w000
l SCREW
EXTERIOR
t-
PANE- il.NTIERiOCK
HOOK STRIP INSTALLATION
2X SUCKWOOD FRAMING
3/4" MIN
METAL STRUCTURE EDGE DISTANCE
EIY OTHERS
TRIM
INTERIOR
HOOK STRIP
10 SELFSCRDRILLINGEW
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
C AjAIREVISEDREINFORCFNENTS06/ a/ 1,L
ADDED FINIE STALLATiONS R.-
REVISED JNS-AlAT0N DELS 'o/13/15 1R 5/51
NOTES: I.
INTERIOR
AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN
FOR CLARITY 2. PERIMETER
AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN
ACCORDANCE WITH ASTV E2112 MI WINDOWS
AND DOORS, LLC 1900 LAKESIDE
PARKWAY FLOWER MOUND,
TX 75028 SERIES 440
XIIX SGD REINFORCED NON — IMPACT
INSTALLATION DETAILS
CRA'XNl
owc 'o Y. L.
08-01885 SCALE NTS
I—E 01/08/13 1-79 OF 9 SIGNED: 1012912015
0 TAT:
OF
0- ORVD.,
MOM* Florida Building Code Online
Florida DepaitmenN BCIS Home Log In User Registration Hot Topics
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Professibnal Product Approval
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IIRIIRo > ftRqUUM-82001ma§-earth > A22Ecati n U,t > APPlication Detail
FL # FL5508-R7
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the ROC and/or the Commission if necessary,
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
615) 441-4258
sschrelber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Raniord
TAS 202
Method I Option A
06/01/2015
06/03/2015
06/06/2015
Year
1994
httpsJlfloridabuildir)g.orglprlpr__ppp_.Otl.aspx?param=wGEVXQwtDqt2q7jKEqbCBsbA7oJHk45ORG2kJE6FCfO%3d 1/3
3110/2016' Florida Building Code Online
Summary, of Products_
FL # Model, Number or Name Description
5508.1 Flush Glazed Fiberglass Side -Hinged 6'-8" Glazed VS Double Door w/ or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL55Qa R7 C CAC U100622101Ddf
Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +50.5/-55,0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida F f
Building Code including the High Velocity Hurricane Zane, and Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0" x 6-8" FL5SO8 R7 A f
max nominal size. When impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is required. See anchor detail
DWG-MA-FLO140-05 for additional information.
5508.2 Flush Glazed Fiberglass Side Hinged 6' 8" Glazed O/S Double Door w/ or w/o Sidelites
Door Units _
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL5508 R7 C CAC NI006221 01 Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure; +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL5508 R7 II FL
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0" x 6'-8" FL5508 R7 AE 5QZft.-W
max nominal size. When impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is required. See anchor detail
DWG-MA-FLO140-05 for additional information.
5508.3 - _._.- Flush Glazed Fiberglass Side -Hinged 8'-0"' Glazed US Double Door w/ or w/o Sidelites
Dour Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL5508 R7 C CAC N1006221 02 Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +43.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL5508 R7 11 FL0141,12df
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0" x W-0" FL5508 R7 AE 5Qj%9_df
max nominal size. When impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is required. See anchor detail
DWG-MA-FLO141-05 for additional information.
W
5508.4 TF]ush Glazed Fiberglass Side -Hinged 8'-0" Glazed O/S Double Door w/ or w/o Sidelites
oor Units
Limits of Use ____.__ Certification Agency Certificate
Approved for use in HVHZ: Yes FL5508 R7 C CA
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2020
Design Pressure: +47.0/-40.0 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation 8t Management Institute
where pressure requirements as determined by ASCE7, Created by Independent Third Party:
Minimum Design Loads for Buildings and Other Structures, Evaluation Reports
does not exceed the design pressures listed. 12'-0" x 8'-0"
max nominal size. When impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is required. See anchor detail
DWG-MA-FLO141-05 for additional information.
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The State of Florida Is an AA/EEO employer. : Erjva$a Statement :: :: aefuUd 5tatament
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The 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 can be made available to the public. To determine If you are a licensee under Chapter
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3110/2016, Florida Building Code Online
455, F,S., please click here
Product Approval Accepts;
W1 a 99 m
trI- V-
111
re Ad
https:llfloridabuilding.orgVprlpr_,app__ckl,aspx?param=wGEVXQwtDqt2q7jKEqbCBsbA7oJHk46ORG2kJE6Fcfb0l,,3d 313
lflil afJ9m4e_
SIDE -HINGED FIBERGLASS DOOR UNIT
F-O"FLUSH GLAZED DOUBLE DOOR WITH! WITHOUT SIDELITES]
GENERAL NOTES
I EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOURED,
3. POLYURETHANE CORE FLAME SPREAD INDEX or 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84,
4, PLASTICS TESTU40 Of FIBERGLASS FACING
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 752 7 > 650
SMOKE DENSITY ASTM D2843 514%
TENSILE STRENGTH* ASTM D638 3.2% DIFF
5. PLASTICS TESTING OF LATE FRAME MATERIAL:
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP D1929 960 -F > 650
IRATE OF BURNING i = Dfi35
SMOKE DENSITY ASTM D2843 59.1%
TENSILE STRENGT+1• ASTM 10 1 -9.15% DIFF
COMPARATNE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD I
TABLE OF CONTENTS
STEET # DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 1ANCHORING LOCATIONS & DETAILS
L3 1ANCHORING LOCATIONS & DETAIL
L
149' 9W OVVWL FRAW WOTH
25" MAX 36.375' MAX,
cr
L, D, PANEL W70TH 37 5' MAX'
Ln c ASTRAGALF"Mi WIDTH4 cc
In
is
LLJ
lcl
ve
o
DOUBLE INSWItIG UNjj w1sim1Tg
2".
SINGLE DOOR UNfT A1DPJTES is
ScAI-E N.TS DWG,
sy, sws By
KURT
BALTHAZOR OPANDW, No., FLORIDA
P.E. DWG-MA-FL0141 56533
SKU7
I OF 3
3`
EE
C.
Y
70 x 2"
10 x 5/8"
10 X 1"
10 x 2- #
10 x
10 x 5/8 *-
DETAIL "C"
2 L 'L
SEE DETA
D.
T—
io
ALUM, STEEL OR BUM -
SPACER
DOW 832 DOW 832AddeidurloNAAOOREQUALOREQUAL
HeH
14
D p
TYPICAL GLAZING DETAIL
8 x 2-112-
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH DETAIL "E" ASTRAGAL
FOR A 1.37,55" THROW ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
DETAIL "F" ASTRAGAL AS SHOWN,
1-XI/2- CORRUGATED #IDX2- WOOD SCREW
3" FROM EACH END 6' FROM EACH END
AND 7- OC AND 112' OC
ACRYLICLATEX
ACRYUCAULK
LATEXC
CAULK
CL COMBINATION
COMBINATION MULLION (
BOXED) MULLION (BOXED) SEE
Dt7AJL lit V
T i
21V&
OX2-1/2- D
SCREWS EACH
END COMPOSITE
MULLION {
INTEGRAL) CAM_
9/15/05 SCALE:
N. T, S. M
BY; SIMS
SEE DETAILdewed
SEE DF7"l "
C" SHT.
F" SHT, 2
ATTACHMENT DETAIL
ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
FLORIDA #62514) WITH THE LOWEST {LEAST}
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMS, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCDN EDGE DISTANCE MIN 2-1/2",
WOOD SCREW EDGE DISTANCE MIN 3/4".
t j
SEE DET)
D' SHT
1 .25MIN 0,25'
Him
CL
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4--
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 17' LBS.
41MIN
0,25WAY' SHIM
CL
TYPICAL WOODT BUCK
ANCHOR INSTALLATION
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE I DEADLOCK HARDWARE TO BE INSTALLED
AT 10-1/2" CENTERLINE.
la. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16)
SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE
POOR PANEL — (1) AT TOP AND (1) AT BOTTOM,
2. 14- X 4- FULL MORTISE BUTT HINGES,
1 0.962'
1
1.375" -
i 1,75'
T T T
INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/
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2/8/2018 Florida Building Code Online
BOS Home Log In User Registration
d bd r Product Approval
USER: Public User
L'
11 Y
V"i11
Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
EEQ0A&j,AAPE.fjVk1 Mtaq > P Uct 2LAP 1 tim -;t4 (aL LrL.LLsml- -4- --'— -.ul > Ali -1 > Application Detail
FL # FL15333-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Luis Roberto Lomas
PE-62514
National Accreditation and Management Institute
12/31/2018
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL15333 R2 CQL-ELQQL=
R-T—n—
AAMA 450 2006
AAMA 506 2008
ASTM E1886 2005
ASTM E1996 2002
CODE SECTION 1710.5.3 2014
Sections from the Code
hftps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqtH8572qvdWIeU6tNFOgoUTrMcDZa/2bh5xdKbMrOFG7uugA%3d%3d 1/3
218/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Method I Option D
06/19/2015
Date Validated 06/29/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
Summary of Products
Fl. # Model, Number or Name Description
15333.1 1 1/8" x 4" STRUCTURAL MULLION
HORIZONTAL
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: Yes
Design Pressure: +60/-60
Other:
15333,2 1 1/8" x 4" STRUCTURAL MULLION
VERTICAL
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-60
Other:
15333.3 1442 AND 5348 HORIZONTAL
MULLION
1 1/8" x 4" STRUCTURAL MULLION HORIZONTAL
Installation Instructions
FL15333 R2 11 08-00907
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15333 R2 AE 511458C.Ddf
Created by Independent Third Party: Yes
1 1/8" x 4" STRUCTURAL MULLION VERTICAL
Installation Instructions
f
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
ELL5333_R2-A.f _5jj45ZCpdf
Created by Independent Third Party: Yes
1442 AND 5348 HORIZONTAL MULLION SINGLE WITH
TRANSOM
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ELUMLE2-AE-5 -1Q2 Lqp.pff
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.4 ! 1442, 1448, 5348 AND 5548
i VERTICAL MULLION
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15333.5 1445, 1447, 5347 AND 5547
HORIZONTAL MULLION
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15333.6 1445, 1447, 5347 AND 5547
HORIZONTAL MULLION
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
1442, 1448, 5348 AND 5548 VERTICAL MULLION
Installation Instructions
FL15333__KZ_U &PL31D _qL _pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
F
Created by Independent Third Party: Yes
1445, 1447, 5347 AND 5547 HORIZONTAL MULLION SINGLE
WITH TRANSOM
Installation Instructions
4QP agf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
ELLUjj_RZ_&L5jQ2_2LQ_j?Sff
Created by Independent Third Party: Yes
1445, 1447, 5347 AND 5547 HORIZONTAL MULLION TWIN
WITH TRANSOM
Installation Instructions
FL15333 R2 11 08-00141D,Ddf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL15333 R2 AE 5jQ222P_,=
Created by Independent Third Party: Yes
15333.7 1445, 5347 AND 5547 VERTICAL 1445, 5347 AND 5547 VERTICAL MULLION
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2/8/2018 Florida Building Code Online
MULLION
Limits of Use Installation Instructions
Approved for use in HVHZ: No ELLU3j_R2_JL_Q -4 f
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant. Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN E U R2 AE 510223D.ndf
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.8 1445-2, 1447-2 AND 5347-2 1445-2, 1447-2, AND 5347-2 HORIZONTAL MULLION SINGLE
HORIZONTAL MULLION WITH TRANSOM
Limits of Use Installation Instructions
Approved for use In HVHZ: No &LUJI RL_jLjB-QQj4 .9
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant; Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EL15111jQ_AE_U2z2AUA_f
PRESSURE RATINGS Created by Independent Third Party: Yes
15333.9 1! 1445-2, 1447-2, 5347-2 AND 5547- 1445-2, 1447-2, 5347-2 AND 5547-2 HORIZONTAL MULLION
2 HORIZONTAL MULLION TWIN WITH TRANSOM
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
15333.10 1445-2, 5347-2 AND 5547-2
VERTICAL MULLION
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURE RATINGS
Installation Instructions
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
ELt5° R2_A_E 510225D.R4f
Created by Independent Third Party: Yes
1445-2, 5347-2 AND 5547-2 VERTICAL MULLION
Installation Instructions
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
15333.11 IX3 STRUCTURAL TUBING MULLION 1X3 STRUCTURAL TUBING MULLION VERTICAL
VERTICAL
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EL15333 R2 AE 511127C.L)df
PRESSURE RATINGS Created by Independent Third Party: Yes
90_10jlahassee FL 32399 Z-4 - 4
The State of Florida is an AA/EEO employer. Copyright 2007-2013 StAte of Florida.:: Privacy Statement :: A=ssloolity 5tatemcnt :: Rgfund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. 'Pursuant to Section
455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S.,
please click here .
Product Approval Accepts:
M 9P 0 El E
Credit Card
Safe
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97 112"
97 1/8" 97 ,/B-
MAX,VL,M
MAXIMUM,
WIDTH'WIDTHCOVBIN;D
MAX;M,M
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UNIT WIDTH
UNIT WD
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24- MAX.. 24 VAX,
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97 1 /8"
MAX,
2" MAX 72" MAX, jJ W! ND 0 V; WINDOW WINDOW WINDOW WINDOW WINDOW 1
WINDOW i
L
SINGLE WITH TRANSOM TWIN WITH SINGLE TRANSOM
DESIGN PRESSURE RATING IMPACT RATING
LARGE AND SMALL
60PSF MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 4
TWIN WITH TWIN TRANSOM
4,6"'
4X 0.2"
2b" 1 2b"
4"
J
12"
25"
1 118'x 4" STRUCTURAL MULLION
6" ALUMINUM. 125' THICK
T-CLIP
6W5- T5 ALUMINUM.25' THICK
TAE3,_ OF CON 7;7,N-S
NO- Df-SCR P7ON
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2 iNSTIALLAF0% Dz-A_S AND 3-1 O VA7_R,A_S
DATE 1APPRvrcD
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REMITS Or "HE F_OR:3A BING CODE, 2) WOOD RAVI',
G AND MASONRY ',PE%Nr, TO BDS-,Nrl) AN1"CH0zR-- . D 0 PROP-ERLY -RANS"-ER A-- -OADS -
0 RU E FRAY R ING S _-iE RESPlj%SB)U—, 07 TH F ARCH ITFC- C-?
NC Na OF RFCOR',, 5, A__OlNAE3_E S-RESS %
CREASE 0-- 1/3 WAS NOT uSED IN DESIGN OC PRCDj,_- S-OINN RCIN, WIN:) . CA,-, DuRA-
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Ai-IROVFD IM AROTFCTVIT SYS-FI), !Q
NOT P.=Q RED FOR '-S PRODUCT N WIND BORNE DEHRS REGIONS 5) DESGN PRESSURE AN ;NSTALLA-
C, DETA S SHOWN
IN THIS DOCUMENT APa_' ONiy I'll yjt% OVIN1110,416 M'-'q' PE
APROVED UN(DFR SE-A tA_c A:-'ROVA! NCLE _% _S '0 HE MU. 1 E 5" A N(IT
I'V!. -0 -"'0S Sr - 0 WN N S DRAINING, SING-E JN!_S _'O BE M—ED TOGE V_
S' BE MANUAC,,iE'D' 81 V A0N: CWAND DOORS ' LC, 7) D---SGN 7,RESSURE OF Vj__P_
D !jN:T S-.ALL 37_
CON-RO--ED BY 1-w- LESSER D7S'N RFSSLJR_ OF MON OR 8) V='rt-ICA. MUt INS A;<E ',
O7 FART Of T-S A—ROVA-
V.RICA. MUILIONS _:icD MJ! L j% TS Sj2E R_' SIDE MJS' -A,(r SEPARA E DESIG% PRESS -RE
T'R0__ARy -EIG-T NS-R_CMCNS: 1 )" ULF %L RLQIRLD
DES -,')AL) 'ER TLORIDA E3UIL_D!"O CODE CHAPI-R 16,
2) DET_RVI%7 _RBJTAR' "EGH.- AN V,,j--'DN S A% BASED
ON PRC')-,u'-
7 _0 RF W TA Srr FO-RMu_A FO'? 'TRI,9P_TAPY HEs
3) VAXIVJM _R;KAR-EGr_ 72" 2 MI WINDOWS AND DOORS LLC 1001 W. CROSBY
RD.
CARROLLTON, TEXAS 75006 1 1/8" x
4"
STRUCTURAL MULLION HORIZONTAL ELEVATIONS, NOTES
AND DESIGN PRESSURE DRAWN
DWG No TJH
08-00907 NTS DArE12/18/09 1
OF
2 SIGNED: 0611612015
PAR-S !..IS`
PAR- \,;MKR DESCRIPTION
1445 /8' x 4' STRi,CTJTA_ MULL
1320 T-CLP
T-CLIP INSTALLATION DETAIL
EACH SIDE OF MULLION
WINDOW 7RAMT
MANUFACTURER '; MATERIAL
V) W NDONS ALUMINUM 6005-T5
T
V w %Dows kj_UWNUV, 5305-T5
I%SAt AON AN C
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S AND 2
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D,OrFirLRS
NS'A!-,
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CRIZON_
AL MU,_ _LION
a ,2/
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CA, MU -LION
MNDOW ' RAVL
REF'_;RENCE
ONLY INTERIOR o _<
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MULLION INSTALLATION DETAIL RANSOM FRAV=
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VERTICAL TO
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DESORIPlO`J
DATE APPROVED REVISED RA--
N', HCX 31121 R 1 REVISED NAME
R L 08/ i
5/' R L ANCllOR'NG ',
CTFS: ANC-iORNG
INTO 400D ' RAMiNS OR 2X USE 0 WOOD SCREW 'A' --
t SUEF C EN_ _ENG_ ' " '01 AC-J _VL A 1 3/8" Mi0)LM EMBLOVEN- N-
0 SJ-3STRAlf E AND ' 12" M;N VI-M, _-_D SIANCLI AN --ORS
AS S-OW, N 7__-_VATONS AND NSTALLATON DLIA __'l
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LN1 _ENGT-i '0 AC—V' A 1 '14" VNJMJY, IN-0
S,HSTRATE WFH 2 '12" wNIM-m -,G& DSTANC" OCATr ANC -ORS
AS SHOWN N E --..VA 'ONS A\; 1,STALLAT0% I)E_A_S, 3) FOR
AT —AC. —,NOW NDOW LINTS _0 V_ - ON jSF #'0 7,( SF7 APPNG SCRE.WS
Wl SU"iCl'_%T 'LENGTH To ACHIE.Vt_ A V\!MLJV EVE3EDVEN7 07 THREE
THREADS PAST WALL. LOCATE SCREWS 6" fROV
EACH V--ON END AND 12'* VAX, C.C. STAGCFR SCR`WS
AT EACH `N;NDOW, 4 FO,< A'_
AC---NG V-1 -fj\ TO --r! - '!P S' Ile _EK SLL _API-' No 7 SCREINS VT -
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ELEVA-iONS AND NS7AL_A_)ON DETALS. 5) FO,a A'
fA",-ING f-C-P 70 MJ__lON J_S_ #10 1K SEL- IAPY`NG SCREWS WT- SUFC=NT ',G-
H TO ACHIEVE A VNjMUV V3LDVLN- 0: THRL: -F,READS PAST
V-0N WALL. LOCATE SCREWS AS S-ONN % FIFVA_10%S
AND iNS_M_A_10N DF-INIS ro< WiNDOW UNITS ANC-IORJNG PFTO WNDO-
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7) A_ FAST7NFRS TO RF CORPOSON RFSSTAN-, 8%
NSTALLA_-ON A4CHORS S,ADL B- INS7A=,
N ACCORDANC,- WIT-1 ANCHOR MANuFACT,,RFR'S NSTALtA-O\ NS-R---
O"S. A\, ANCHORS S"ALL ',O' BE USED IN SUBSiKAl-
S WT; ESS T-AN T-E VJN MUV -- B-
Owl- A, WOOD - MNV,_M SPFC7iC IRAV-( OF '-0.
42 3, CONCRE__E MINYLM CQV,'RESSV' S-RE\
G'H OF 5,20', -`SI, MASONRY - S7RFNCT-C0\76RVANCF TO ASTV C-90,
CRADE N, TYPE I kDR CREATER), MI WINDOWS AND DOORS LLC
1001 W, CROSBY RD.
CARROLLTON, TEXAS 75006 1 1/
8" x 4" STRUCTURAL
MULLION HORIZONTAL INSTALLATION
DETAILS AND BILL OF MATERIALS TJH 1
08-
00907 5" NTS lo'Te 12/
18/09- Is"72
OF 2 SIGNED: 0611612015
21612014 I'lorida Budding Code Online.
acis Home 1'09 In Use, iregistrat.on hot TochCr subma Surcharge Stars 8, Facts 11,,bscabons FdC Stan bcls Site Map links Search
Buii sines(,,
Product Approva IProfessibo-al 4 USE, R P.blic U e,
ttq4A nr rE M nu I Emeug or Ap lwawir, Sewl > Ant77ica Flan tits APPOCOOOVI OCtall FL 4
FI-16503 Application Type
New Code Version
2010 Application Status
Approved Comments Archived
Product
Manufacturer
KAYCAN LJD Address/Phone/
Email 1 Memorial Drive Richford, VT
05476 406) 553-
6818 Ext 0 alex.lovanovic@kppro(
iticts,coriI Authorized Signature
Jovanovic Alex alex,jovanovic@kpproducts.
com Technical Representative
Alex Jovanovic Address/Phone/
Email 255 Summerlea Road Brampton, NON -
US 05476 905) 793-
9462 EXL 235 alex.lovanovic@kpproducts.
com Quality Assurance
Representative Alex Jovanovic Address/Phone/
Cmall I Memorial Drive Richford, VT
05476 416) 553-
6818 atex,jovanoviC
kpf)ro(Joc,ts.(.OrlI Category Panel
Walls Subcategory Soffits
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation Report -
Hardcopy Received Florida Engineer
or Architect Narne who developed Robert J. Amoroso, P.E. the Evaluation
Report Florida License
PE-49752 Quality Assurance
Entity Architectural Testing, Inc. Quality Assurance
Contract Expiration Date 12/31/2014 Validated By
Steven M. Urich, PE Validation Checklist -
Hardcopy Received Certificate of
Independence Referenced Standard
and Year (of Standard) Rapdprd ASTM D3679
ASTM E330
Equivalence of
Product standards Certified By
Florida Licensed Professional Engineer or Architect Year 06a
2002
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2/012014 Hot ida Building Code Online
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 07/29/2013
Date Validated 07/30/2013
Date Pending FBC Approval 08/27/2013
Date Approved 10/18/2013
Summary of Rroducts
FL # Model Number or Name Description
16503.1 1 Vmyl/PVC and Aluminum Soffit
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other. See Installation Instructions for Design Pressures.
See Installation Instructions for Product Models included.
Installation Instructions
RQ iLKAYQQ(}/_ ey j tj (L_ iL S: 11 iit
Verified By: Robert ). Arnoruso, P.E. FL License No, 49752
Created by Independent Third Party: Yes
Evaluation Reports
i h ( , I: I'l ! Y_L j( 'ipL'fLLt' v i 01( L,
Created by Independent Third Party: Yes
C9nido & l)40 No Mmlloe,St,elar. Tallahassee Fl 32349 Rh ,81 -41 7-24
The state of Honda if; an AA/FE0 employer, C&Qyr, ht m, VAEY 1,11[sp _nt i ( ie_nj . !I ifm __Stotpeu- -5 if p9qk
Under Florida raw, email addresses are public records. if you do (lot want your e-mail address released in response to a pribbc-'elords request, do not send electronic
Mat to thish" I ' entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,4VA395. 'pursuant to Section
4S5,275(l), Honda Statutes, effective October 1, 2014 licensees licensed under Chapter 455, F.S. must provide the Oepartment with all email address it they have
one. The ebrjr5 provided may be used for offroali communication with the licensee. nowever 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, it you are a licensee under Chapter
455, F.S., please click jjggo_
Product Approval Accepts;
07] *R FjR M
Credil I!%
it it p Wr I or ida 11 it i I (I I it g o r g1pl. /pr , a pp - d I la s Lix? pa ra I i k - %v G F V X Q w TI) (I l, qrj it 2 %v % 2 bit Fg U 0 1 x Y pv H % 2 b A I s I Z N w f N It H 21 q % 2 1)84 rxi X I CX FN A % 3 d % 3 it 212
KAYCAN LTD
VIINYIL/PVC AND ALUMINUM SOFFIT - SOLID AND VENTED
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:
LNSTALLATION NOTES-'
THIS PRODUCT HAS BEEN TESTED AND DESIGNED To C04%,IPLYVATH THE 2010 FLORIDA BUILDING CODE (Faq
EXCLUDING THE HIGH VELOCITY Ht1RRICANE ZONE IHVHZ; AT THE DESIGN PRESSURES SHOWN ON THIS SHEET (SEE 1. ANCHORS SHALL BE THE -YPE, SIZE. EMeEDMEW AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE.
ASLSj THESE PRODUCTSWERE T FSTED TO ASTM E32C-02. STRUCTURAL TEST RESU, 7S BASED 011ASTM, E33C-02 BY
tE AS RECUtREC BY 2010 FBC. SECTION 1715.9.4 AND 2010 FRO, SECTION RB16./ A NERF2, INSTALLATION ANCHORS SHALL BE AS S'lCW% ON ?HE INS' LLATION FASTENER SCHEDULE C14 SHEE7 3 AND IN INSTALALJiON DETAILS
ON SHEETS 11 ,2, e 3 AND 14, 2
DESIGN PRESSURE (DP) RATINGS SHOVVN 04 THIS SHEET ARE DOCUMENTED AT TWO EAVE WIDTHS 21_
FOR EAVE WIDTHS THE SAME AS THE MINIMUM AND MAXIMUN! RANGES SHVNN. THE UP POR T%fAT EAVE WIDTH ' MINIMUM EMBEDMENT EXCLUDEWALL FINIS"ES ¢INCLUUNG BUT NOT LOOTED TO STUCCO, FOAM 6RJCK VENEER V40 StOING} SHALL APPLY.
EDGE DISTANCES SHALL BE SUCH 70 PREVENTIVE CRACKING OF S,;BSTRATEMATERIAL. 22 FOR
SAVE VAOTHS LESS THAN THE %lfNJV4jM SHOWN, THE UP AT THE WNIIMUM EAVEVWDTr SHALL APPLY, 2.3
FOR SAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE NIAXIMU&I SHOWN, THE UP MAY BE 4 ALL FASTENERS SHALL HAVE CORROWN RESISTANT COATINGS OR HE MADE OF CORROSION RESISTANT MATERIALS LINEARLY INTERPOLA
T ED. COMPATIBLE WITH THE SUBSTRATE MATERIALS. 24 EAVE
VADTHS GREATER THAN THE MAXIMUM EAVE WIDTH SHCOWN ARE NOT ALLOWED. 1 THE
PRODUCT DETAILS CONTAINED HEREIN ARE EASED UPON SIGNED AND SEALED PFNFgl RATION TESTING LABORATORY, INC,
TESTING REPORT NO, 7167. DATED 6iW3 AND NO. 732S, DATED 5,121P3 INCLUDING ASSOCIATED LABORATORY STAMPED
DRAWINGS. 4 ADEQUACY
OF ?HE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAM NG COMPRISING THE A TTACHMENT
SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND RANSFIERRENG APPLIED
PRODUCT LOADS TO T HAT STRUCTURE AND IS THE RESPONSIBILITY OF -1 FiE ARCHITECT OR ENGINEER
OF RECORD FOR THE PROJECT S. OVERHANGS
RECEIVING SOFFIT SHALL BE CHECKED FOR S TIRUCTLPAL ADEQUACY GAMAGF, CRACKS OR —1.1 HAT MAY
PRECLUDE THE SOP 91T FROM PER. ORIAING ITS INTENDED FUNCT IONS SHALL BE ELIMINATED, 6 INS -
ALLATiON OF SOFrl r AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, ANO TRIM AROIN 10 OPENNGSSHALL
BE DONE IN ACCORDANCE 4N1TH THE 2010 FLORIDA SUOLING CODE AND THE MANUFACTURERS INSTRUCTIONS. 7.
SITE
CONDITIONS T'iI HAT DEATEFROMTHE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY
A 'LICENSED ENGINEER OR REGISTERED ARCHITECT a, SOFFIT
SHALL BE LABELED IN ACCCROANCE WITH 2010 FSC, SECTION 1715 l AND 20VI FRO, SEC7iC',1J R616.2 9, SOFFIT
NET FREE AREA IN ACCORD ANCEW17 I -4 2010 FED, SECTION!715C,' AN02tlrlFRC SECTfONR618'ARE SHO'NN IN
THE APPROVED SOFFIT SCHECULE ON SHEET 2 10 VATERIALS' ID
I KAYCAN
BUILDING PRODUCTS VINYL SOF+11 13 MANUFACTURED 5RO%l A zCRMIJLATEO PVC P0',`U-_R COMPCU?l*IAEETING
THE SPECIFICATIONS Cc ASTM D3679 02 FAYC-i
eULLMNG PROCLCTS ALLIMNIJfl SO€:FtT * MANUCACTLRLD rROV AL. MlNiJ'A A. LQY TESTED TENSILE STRENGTH OF
21 KSIANO YIELD STRENGTH C= KSi lo,:tSEE SHEET 2
FOR SOFFIT SPECIFICATIONS VINYL (PVC) SOFFIT SERIES EAVE
WIDTH (IN) DESIGN PRESSURE
PSF)
12" TRIPLE
4 SOLID
SOFFIT
106 7/_33,3 2" TRIPLE 4 VENTED SOFFIT
1 12" TRIPLE 4 CENTER -
VENT SOFFIT 112 TRIPLE 4 CENTER -C-
VENT1 SOFFIT i 12" TRIPLE r- FULL-O-
VE JT SOFFiT 1 24 93.3/-33.
3 3. 3 466 177 0"
DOUBLE 3 SCUD SOFFtT
10- DOUBLE 55 VENTED SOFFIT
24 8" BEADED SOLID SOFFIT
10
T24 O 106,7/-
40 8" BEADEEDVENTED SOFFIT i EAVE
I DESIGN PRESSURE ALUMINUM
SOFFIT SERIES WIDTH (IN) PSF)
12 SP-600 6" COLD SOF,-
iT
SP-600 ',6" VENTED SOFFIT 24
1 2 106.7/-46.
7
12" 3 PANNE' SOLD SOFFIT 12"
3 PANEL VDITED SOFFIT 24
t 93,3/-40 DESIGN
PRESSURE RATINGS SHOWN ABOVE SHALL
BE COMPARED TO LOADMO ON Vosd BASIC WIND SPEEDS. THUS PROJECT
DESIGN PRESSURES AS DETEMLl 4ESDT FROM ASCE 71-10 BASED ON `hilt
BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER SECTION 1,
715.9.4 OF THE 2010 FSC/SECTiON R616.4 OF THE 2010 FRG FOR COMPARISON TO THE
DESIGN PRESSURE RATINGS aBOVE. 11
APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE
Kaycan Vinyl Soffit and Trim
Kaycan Drawing Panel Length Net Free Area Net Free Area
Product Thickness (in)
No. in) sq. in./lineal ft.) sq. in./sq. ft.) N;
12" Triple 4 Solid Soffit (Vinyl) VSAAF-0801UA 144 0.040 n/a n/a
12" Triple 4 Vented Soffit (Vinyl) VSAAF-0801UD 144 0.040 6.55 6.55
12" Triple 4 Center -Vent Soffit (Vinyl) VSAAF-0801UD 144 0.040 2.18 2.18
12" Triple 4Center-O-Vent Soffit (Vinyl) VSAAF-0801U6 144 0.040 1.37 1.37 7v
12" Triple 4 Full-O-Vent Soffit (Vinyl) VSAAF-0801UC 144 0.040 4.18 4.18
10" Double 5 Solid Soffit (Vinyl) VSAAM-080OUA 144 0.040 n/a n/a
z
DEMt, z
10" Double 5 Vented Soffit (Vinyl) VSAAM-080OUB 144 0,040 5.17 4.50 2,
0o
z :E 2 I k k
8" Beaded Solid Soffit (Vinyl) VSAAX-080OUA 150 0.040 n/a n/a
F C>1 C ZZ
t LU D 9
8" Beaded Vented Soffit (Vinyl) V5AAX-080OUB 150 0.040 3.38 4.64 0-0Z
F-Channel/Trim (Vinyl) VAAAT-080OUA n/a 0,040 UZ
n/a n/a Yg
4" Fascia Trim (Aluminum) ACAAR-180OUA n/a 0.022 5
Al
Kaycan Aluminum Soffit and Trim
Kaycan Drawing Panel Length Net Free Area Net Free Area
Product Thickness (in)
No. in) sq. in./lineal ft.) sq. in./sq. ft.)
5P-60016" Solid Soffit (Aluminum) 606 144 0.015 n/a n/a
SP-600 16" Vented Soffit (Aluminum) 605 144 0.015 7.70 6.17
INMES
12" 3 Panel Solid Soffit (Aluminum) 9518 144 0.015 n/a n/a
G E N S7*
12" 3 Panel Vented Soffit (Aluminum) 9517 144 0.015 6.57 6.57 NO 49752
F-Channel/Trim (Aluminum) ACAAN-180OUA n/a 0.022
n/a n/a 0 STATE OF
4" Fascia Trim (Aluminum) n/a 0.022
L
INSTALLATION FASTENER SCHEDULE
Wall Side
F-Channel (Trim)
Substrate
Fastener Embedment Max. Spacing
Min, 0.12" Dia. Nail with 3/8" Head Die. 1-1/4"' 24"
Wood
Three (3) Min, I" Leg Length x 1/4" Width 3/4" 24"
Crown Staples in a Triangular Pattern
Concrete or Masonry Min. 0.097" Diameter Hardened T-Nail or Stub 24"
CIMU Block) Nail
Eave/Fascia Side
Substrate
soffit
Fastener Embedment Max. spacing
3/8" Leg Length X 3/8" Width TSO Crown In Each
3/8„
Located
Staple Soffit Panel Vallev
Fascia CapWood
Fastener I Embedment Max. Spacing
Long x 0.072" Dia, Trim Nail StainlessF-3/4"
1- 3/4" 48"
Steel
375 375---,
1625
0. 0 4
DtTAIL A
ij 2" E 41 S-' /C' S 0 -7
011MItIl'IfItSNIVIES
NNIC 49752
zz:
STATE OF
ll
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DETAI A
2 TR 1 P LE_
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DETAK A
12 )) TRIPLE
4 CENTER -VENT SOFFIT - VINYL
4 VENTED SOFFI-1- - VINYL
zL--:5d tell -]
7112FRIP I L- D
t T T
V i \,,/ I I L NTI -
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al
2,667
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DETAL G
L —i SECT, E-E
9,415
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s I . L-
SP-600 6" SOLILD,
SOFPT ALUMINUM
DR " 101
n U
ILI 111 1 -I,-_! E,
10
F, 1 01, 00
s 0 III
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t=l
101 0 0( f0 0
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n
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SP-600 116" VENTED
SOFFIT — ALUMINUMI
J NO 4975
STLkTr-- 0'
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IVAL
1941110 to
C?
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4 3j'
PAN'L SCI C2U
S&717 ALUMINUM
0 0
0
oi 3
0 ri 0 09 0 0
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o, o" ! LU, 12.0
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3
PANE1 VENTED L L; S' 0
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Nc ISIS', 0t No
49752
STATC- OF
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0,375
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8
S C HA N N F T P i i\/
NO 49752
V I N YL
Q:
0% STATC- or z
ROOF TRUSS
Lu
F— SOFFIT
DRIP EDGE
FASCIA BOARD g 6
FASCIA TRIM coul
u
FASCIA —SIDE DETAIL 95
WALL —SIDE DETAIL
tti
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING
OR
CONCRETE/MASONRY SUBSTRATE
No 4 75L7
ROOF/ WALL INTERFACE DETAIL
STATI= OF:
R %
WOOD OR MASON RY/CONCRETE SUSBTRATE AL
it 31119"1
THREE (qMIN. 3/4 LEG LENGTH X14rWIDTH CROWN
STAPLES |NATRIANGULAR PATTERN 24rOWCENTER FOR
WOOD SUBTRAJE. SEE PATTERN DEFINITION
BELOW. 0.125" (ALUMINUM)
THERMAL EXPANSION GAP
WALL
SIDE -
STAPLE
DETAIL WOOD SUSBTRATE 2XWOOD
FRAMING WITH
7/18^M|N!
MUM SHEATHING
MIN. 3/8" HEAD DIA. NAIL WITH 1-1/4" EMBEDMENT
24" ON CENTER FOR WOOD SUBTRATE
OR
C?
MIN. 0.097" DIAMETER T-NAIL OR STUB NAIL WITH 5/8" ENGAGEMENT
24" ON CENTER FOR CONCRETE/MASONRY
cc
SOFFIT 1. 2 1. 1?
rs
F-CHANNEL
i", St
0.08" (VINYL) OR
0.125" (ALUMINUM)
THERMAL
i3
EXPANSION
GAP
WALL SIDE - NAIL DETAIL
WOOD OR MASONRY/CONCRETE SUBSTRATE
SKMES
NO 49752
2X WOOD FRAMING WITH
7/16" MIN. PLYWOOD/OSB SHEATHING . ASTATE 0Fl
OR 0 R
CONCRETE/MASONRY SUBSTRATE
FASCIA BOARD
L)
SOFFIT '
1 FASCIA TRIM
i
F
J
3/8" LEG LENGTH X 3/8" WIDTH za cr K
T50 CROWN STAPLE LOCATED IN EACH 1 2 0 z2 a t
SOFFIT PANEL GALLEY s = >
EF ow z
1-3/4" LONG X 0.072" DIA. TRIM NAIL
STAINLESS STEEL 48" ON CENTER
EAVE/FASC.A SIDE DETAIL
WOOD OR MASONRYJCONCRETE SUSBTRATE
P.E.
e'S
dIy4,
Y - NO 49752
STATE( OF tt,
Ln to r to k Code Compliance Research Report
Total Quality. Assured.
CCRR-0258
DIVISION: Q7 -THERMAL AND MOISTURE PROTECTION
Section: O745 00— Cementitiouupanob
REPORT HOLDER:
Nichiha USA Inc.
6465 E. Johns Crossing, Suite250
Johns Creek, Georgia 30097
REPORT SUBJECT:
Nichiproducts=Fiber-Cement Siding Products
1.0 SCOPE OF EVALUATION
1.1 This Research Report addresses compliance with the
following Codes;
I015and %Ul2International Building Code w(113C) 2n15and 20%
2International Residential CxdeO(|KC) ZV14Florida Building Code (see
Section 1V) 2013Culifbrn/oBuilding Code (see Section
9) NOTE: This report references 2015 Code
sections with 2Ol2]Code sections shown inbrackets where
they differ. 1.2 TheNichPrnducts= siding products described in
this report have been evaluated for the following
properties (see Teb|el): Physical properties Wind resistance Surface
burning characteristics
Noncombustibi|ity
Weather protection
Fire -resistance -rated
construction 1.
3 The
NichiPruducts= siding products have
been evaluated for the following uses (see Table
l): Use asanexterior wall covering |naccordance with IBC
Section 14O5.1Gand |RCSection R7O3.1n. Use onexterior walls
inTypes i.It, U(,and \Vconstruction Use on
exterior walls permitted to be of Type V construction. Use oowalls
required tobeoffine're*istance-nated construction. Issue Date: 10-31-
2016
Renewal Date: 10'31-2017 Revision Dmtm:07-
24-
2017 2oSTATEMENT oFCOMPLIANCE The NlchiProduct$=
siding products recognized inthis report
comply with the Codes listed
inSection 11,for
the properties stated in Section 1.2 and
uses stated in Section 1.3, when installed as described in
this report, including the Conditions cfUse stated inSection 6. 3.0 DESCRIPTION 3.
1 NbhiPrnductS=Fiber Cement Siding Products: The siding products
are used for lap and panel
siding. A description
of the siding products, their dimensions and
their intended application isinTable 2. 4.0 PERFORMANCE CHARACTERISTICS 4.1
Physical Properties: The siding products comply with A5TK0 C1186.
Type A, Grade ||, in accordance
with IBC Section 14O4.
1Oand |R[Section R70lIO. 4.2 Wind Resistance: The
maximum allowable wind pressure for each ofthe siding products
is described in Tables 3'4,5and
6. 4.3 Surface Burning Characteristics: The siding
products have aflame spread index ofUand asmoke-developed index of0,
when tested inaccordance with ASTmE84. 4.
4 The siding products are noncombustible building construction
materials complying with IBC Section 703.5 as determined by tegduQ
in accordance with ASrM EI36. 4.5
Weather Protection-, Siding products are installed
in accordance with Section 5.
2 of this report. 4.6 Construction: Fire— rated construction
is outside the scope
of this report. 130 Derry Court * York * Pennsylvania * 17406
0 0 intertek.com/building Intertek ve,mn.*
Aziozom on
ton Code Compliance Research Report CCRR-025
5.0 INSTALLATION
5.1 General:
The siding must Le installed inaccordance with the NicNha USA
inc'published installation instructions, the applicable Code,
and this Research Report. A copy of the manufacturer'
s instructions must beavailable onthe /ubsbe during installation, 5.
2 Application:
Under the IBC,
the siding products must beinstalled over a water -resistive barrier complying
with Sections 1404.2 and 14n].5,and must
beattached asdescribed for the specific assembly inTables 3'4'5,and
6. Under the |mC,the siding products must
beinstalled over a water -resistive barrier complying with Section R703.2.
Lap siding and panel siding may beinstalled asdescribed inTable
R703.3(l) [R703.41' for areas in which the
design pressure does not exceed 30psfand the mean roof height does not
exceed the limits inTable R7OIl1,urasdescribed inTables 3 through 6. For
conditions that exceed these limits, the panels must beinstalled
aydescribed inTable 7. 6.0 CONDITIONS OF USE 6.1
Installation must comply with this Research Report, the manufacturer'
s published installation instructions, and
the applicable Code in the event of a conflict, this
report governs. 6.2 When allowable wind
speed is determined in accordance with Table 3,the allowable
wind
speed must be equal tpo,greater than the design
wind speed calculated \n accordance with the applicable code. 6.
3 When the wall construction includes a combustible water -resistive
barrier and iurequired to becfType |'
U' U| or K/ construction, use of the siding
products is limited to a maximum 4Ofeet |nheight above grade
plane except under the 2O1SIBC where data has been presented tothe building
official demonstrating compliance with the Exception to Section 1403.5.
6.4The NichiProductsTm siding products are produced in Macon, GAunder aquality
control program withinopections by Intertek Testing Services
NA, Inc. 7.
0 SUPPORTING EVIDENCE Page 2 of 22 7.
1 Reports oftests inaccordance with ASTM C1186,ASTIVI
E84 ASrMEl36,and ASTM E330. 7.
2 Data )naccordance with
the |CC'E3Acceptance Criteria
for Fiber Cement Siding Used amExterior Wall Siding (A[90)^ dated
June 20l2(editorially revised September
20l5). 7.3 intertek Listing Report ''N|chiha NichiProducts' Fiber Cement
Siding Products" on the Intertek Directory of 8.0 IDENTIFICATION The
NichiProduct= siding products are identified with the
NkhihaUSA |nc,name, and address, the product name, the
ntertek K4o,k as shown bdow, and the
Code Compliance Research
Report number (CCRK'O258). Intertek 9.1Ca8fomia Building
code 9.1.1 Scope of Evaluation: The NbhiProdu#s'"
siding products were evaluated for compliance with the 2013California Building
Code, including Chapter 7A. The
siding
products are noncombustible materials
asdefined (nCBC Section2O2 and aspermitted for
use onexterior walls {nCBC Section707A.3. 5\12Cundusion;
The siding products, described inSections 2.0through 7.
0of this report, comply with the 2013
California Building Code, subject tothe conditions noted inSection 6.
Vnfthis report. 10.0 FLORIDA BUILDING CODE
10.1
Scope mfEvaluation: TheNichiProducts—yid|nQ products were evaluated for compliance with
the 2014 Florida Building Code — 130 Derry Court * York &
Pennsylvania * 17406 venmn:oxpmzo r
Lon Code Compliance Research Report CCRR-0258
Building, Florida Building Code — Residential and Florida
Building Code — Energy Conservation.
10.2 Conclusion:
The siding products, described in Sections 2.0 through
7.0 of this report, comply with the 2014 Florida Building
Code — Building, Florida Building Code — Residential and
Florida Building Code — Energy, subject to the following
conditions:
Use of the siding product for compliance with the High -
Velocity Hurricane Zone provisions of the 2014 Florida
Building Code — Building and the Florida Building Code —
Residential has not been evaluated, and is outside the
scope of this Research Report.
Page 3 of 22
Intertek is a quality assurance entity approved by the
Florida Building Commission.
11.0 CODE COMPLIANCE RESEARCH REPORT USE
11.1 Approval of building products and/or materials can
only be granted by a building official having legal authority
in the specific jurisdiction where approval is sought.
11,2 Code Compliance Research Reports shall not be used
in any manner that implies an endorsement of the product
by Intertek.
11.3 Reference to the httos://bPdirectodirector is
recommended to ascertain the current version and status of
this report.
This Code Compliance Research Report ("Report") is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and
its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to
the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Report. Only the Client is authorized to permit
copying or distribution of this Report and then only in its entirety, and the Client shall not use the Report in a misleading manner. Client further agrees and
understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the
subject and/or product described herein, This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and
this Report does not represent authorization for the use of any Intertek certification marks. Any use of the Intertek name or one of its marks for the sale or
advertisement of the tested material, product or service must first be approved in writing by Intertek.
130 Derry Court * York 9 Pennsylvania * 17406
intertek.com/building
Intertek PGA-125
V'-Son 6Apnz 2017
Ctn) Code Compliance Research Report CCRR-0258 Page 4 of 22
TABLE I — PROPERTIES EVALUATED
2015 IBC 2015 IRC 2014 FBC - 2014 1FBC — 2013 CBC
PROPERTY SECTION' SECTION' Building Residential
Physical properties 1404.10 R703.1 0 1404,10 R703.1 0 1404.10
Surface burning characteristics 1404.10 R70310 1404.10 R703.10 1404,10
Noncombustibility 7015 NA 7015 NA 202, 7015
Wind resistance 1405,16 R703.16 1405.16 703.1,2 1405.16
Weather resistance-------- 1404.2 R703.2 1404.2 R703.2 1404.2
I Section numbers may be different for earlier versions of the International and Florida codes.
TABLE 2 — NICHIHA SIDING DESCRIPTION
Product Name
Nominal
Thickness Siding
Dimensions
Intended
Use
Description
in.
Width: 5.25, 6.25,
NichiBoard Tm
5/16
7.25, 8.25, 9.25 Lap Smooth or
plank and 12 inches siding Cedar finish
Lenqth: 12 feet
Cedar,
NichiPanelTM' 4 feet by 8 feet Panel
Smooth,
Stucco and
sheets
5/16 4 feet by 10 feet siding Grooved-8-
4 feet by 12 feet in, oc-
Cedar finish
Designed to
NichiStraightTM' Lap look like
and 5/16 16 inches wide by 4 panel individual
NichiStaggered"O foot long siding cedar
lap panels shakes
Designed to
Width: 6.25, 8.25 Lap look like
NichiShake"I 5/16 and 12 inches shingle individual
cladding Length: 18 inches siding cedar
shakes
S
Intertek
130 Derry Court * York * Pennsylvania * 17406
intertek.com/building
Ve,-,-oon c, Apri, 2,1117
ton Code Compliance Research Report CCRR-0258 Page 5 of 22
Table 3 - Desi-qn Loads for Negative Transverse Wind Load [NichlBoardT* Plank)1,4,7
Siding Type Siding Fasteners Faceffilind
Effective Fastener Allowable
Design
Pressure,
Pat)$
Buitdl;WCE'7.05
Haight:nd
ft)
SWc
m SDMW
ASCE 7-10
ultimateFrame/
Horizontal
in)
Field (in)
Framing
Type
8
r43 C EV D 8 Exp C EV D
5.25" 16.25"
NichlBoard'"'
6d Double HO MAZE Coil
Nail ace
16
S2S/6.25 SPF 49.5
15 118 1851 168 153
20 1431
L32.
126 115 185 163 149
25 143 124 113 1815 160 146
30 143 121 111 18 5 166 144
40 138 118 109 178 152 140
50- 1331 1151 106 172 1 1481 137
60 113 105 168 W 135
OF 76.5
15
In
170 162 147 210 209 190
20 170 157' 144 216 203 185
25 170 154 141 210 199 182
30 170 151 139 210 195 179
40 170 146 135 210 189 174
so 166. 143. 132 210, 184. 171
so 162 1401 130 209 181 1 168
24 5.25/6.25
SPF 310
15 117 i106 97 151 1371 125
20 117 103 94 151 133 1 122
25 117 101 93 151 1301 119
30 w 117 99 91 151 128 1 117
40 112 96 89 145 124 1 114
so 109 94 87 141 121 112
60 1061 92 86 137 119 110
OF 5110
15 1461 1321 120 188 171 155
20 146 1 1281 117 188 166 151
25 146 1 1261 115 188 162 149
30 146 1231 113 188 159 146
40 140 1191 110 180 154. 142
50 135 1171 108 175 151 1 140
60 132 1151 106 171 1481 137
5.25" 16.2V
Nlchlftard^
6d Double HO MAZE Coil
Nail
Blind
16 5.25/625 SPF 3611
15 121 1101 100 156 142 129
20 121 1071 97 166 138 126
25 121 1041 96 156 136 123
30 121 1021 94 156 132 121
40 116 99 1 92 150 128 118
so 112 97 1 90 145 125 116
so 110 95 1 88 142 123 114
24 5.25/6.25 SPF 23A
is 99 90 1 127 1161
20 99 87 1 127 1121
26 99 85 1 127 1101
30 I 72-7 1081
40 5 122
50 92E E 118
60 90 116
a
Intertek
130 Derry Court * York a Pennsylvania a 17406
intertek.com/building W,
6Ain:20"/
Lon Code Compliance Research Report CCRR-0258
Table 3 - Continued (NichiBoard"" Plank)' AJ
Page 6 of 22
Siding Type Siding Fasteners FacetBlind
Effelative Fastener Spacing Allowable
Des ign
pressure (Up:
Building
Haight
it)
ASCE 7-05 Basic
VAndSimecliMPHIf
ASCE 1-10 Ultimate
Wind Spood(MPH) 3FrarnsfHorizontalin)
Field
in Framing
Type Exp
8
221 Exp 0 Exp 13 1 Exp C Ev D 5.25"
I 6.25"
NichlBoardy" Double
HD
MAZE Asphalt 8
Fiberglass Shingle
Nail Blind
12
5.
25/6.25 7116" OSB
41.
0
is 130
118 108 1681 153 139 20 M
115 105 168 149 136 25 130
113 103 168 146 133" 30' 130
110 101 168 142 131 40 125.
107 99 162 138 128 so 1211
105. 97 157 135. 125 so 1181
1031 95 153. 1331 123 16 515/
6.25 7/16"
OSB 30J
1s
113
103 1 93 146 1 132 1 120 20 113
100 91 146 129 1 117 25 113
98 89 146 126 1 115 30 113
96 88 146 123 1 113 40 108
93 86 140 120 1 111_ so 105
91 136 117 1 108 60 103
89 132 116 1 107 SPF W.
1 1s 163
139 126 197 179 1 163 20 163
135 123 197 174 1 159 25 153
132 121 197 170 1 166 30 153
129 119 197 167 153 40 147
125 116 189 162 149 so 142
122 113 183 158 146 60 139
120 112 179 155 144_ 24 5.
25/6,25 7/16"
OSS 20.
5
15 92
119 108 20 92
119 105 25 1
92 119 30 1
92 119 40 89
114 50 86
III so 108
SPF 37.
4 is 125
113 103 161 146 133 20 125
110 100 161 142 130 25 125
108 99 161 139 127 30 125
105 97 161 136 125 40 120
102 . 94 154 132 122 so 116
100 1 93 150 1 129 119 60 113
98 1 91 146 1 127 118 5.25"
1625" NichlSoarcir" Aerosmith
Fastening
Systems,
VersaPin
Face
16
5,
256,25 eel Sel te136.3
i5 170
170 170 210 1 210 210 20 170
170 170 210 1 210 210 25 170
170 170 210 1 210 210 30 170
170 170 210 1 210 210 40 170
170 170f 210 1 210 210 so 170
170 170 210 1 210 210 60 170
170 170 210 1 210 210 24 5.
25/6.25 20 GA
Steel 90.
9
is 170
170 160 210 1 210 207 20 170
170 156 210 1 210 202-1 25
170
168 154 210 210 198 30 170
164 151 210 210 195 40 170
159 147 210 206 190 so 170
166 1" 210 201 186 60 170
153 142 210 197 183 Blind 16
515/6.25 20 GA
Steel 27.
6
i5 107
97 88 138 125 114 20 107
94 86 138 122 111 25 107
92 138 119 109 30 107
90 138 117 107 40 103
88 132 113 50 9.
9 128111 60_1=:
ff 125109 M Intertek
130
Derry
Court * York * Pennsylvania * 17406 intertek.com/
building PGA-125
Versiun 6A;)
n 20-7
Lon Code Compliance Research Report CCRR-0258
Table 3 - Continued ftchiBoardTIA Plank)' AT
Page 7 of 22
Siding Type Siding FastenW Face/Blind
Effective Fastaner Dacina Allowabte
Design
pressum Wd
Building
Height
M
ASCE 7-415 Basic
MjW ggo I
ASCE 7.10 UtUrnate
Mid Sg"A WAMFrame/Horizontal
in)
Field (in)
Framing
Typo
Exp 8 Exo C ExpA CSLS Expl)
7.25"
NlchlftardTM
6d Double HD
MAZE Coil Nail
Face
16 7.25
SPF 42.7
16 142
20 133 117 1071 172 162 138
25 133 115 105 172 r148 136
30 133 113 103 172 145 134
1 128 109, 101 165, 141. 130
60 124 1071 99 1601 1381 128
60 1051 97 166 1351 15—
OF 66.o
Is
1121
166 15D 130 210 194 176
20 166 146 133, 210 188 172
25 166 143 131 210 184 169
20 166 140 129 210 181 166
40 159 136 125 205 175 162
so 154 133 123 199, 171 159
60 150 130 121 194N 168, 156
24 7.25
SPF 28A
15 109 99 90 140 127 116
20 109 96 88 140 124 113
25109 94, 86 140 121 111
30 109 921 140 119 109
40 104 89 1 1355 115 106
50 101 87 1 130 112
Bo- 99 86 127 110
DF 44:O
15 135 123 111 175 158 144
20 135 119 109 175 154 140
107 175 151_ 138
30
135
135
I17
114 105 175 147 136
40 130 111 102 167 143 132
so 126 108 100 162 140 130
60 123 106 99 158 137 128
Blind 16 T25 PF 26.1
16 104 95 86 135 122 111
20 104 92 135 119 108
25 104 9D 135 116 106
22 104 88 135 114
40 100 as 129 110
so 97 72-6 0-8T
00 95 12-2 106 1
S
Intertek
130 Derry Court * York o Pennsylvania * 17406
intertek.com/building
PCA-125
ton Code Compliance Research Report CCRR-0258
Table 3 - Continued (NichiBoard""" Plank) .4.7
Page 8 of 22
Siding Type Siding Fastener" Face/Blind
Effective Fastener Spacina Allowable
Design
Pressum • M,—
Building
Height
W
ASCIE 7-45 Basic ASCE 7-10 Utdmaft
NEW IR20 MPH? Frame/Horizontal Field (in)
Framing
Type
7.25"
NlchlBwdTM
Double HD MAZE
Asphalt &
Fiberglass Shingle
Nail
Blind
12 7,25
7/16*
OSB
35.3
is 121 110 100 142 129
20 121 107 98
1_%
156 138 126
25 121 105 96 156 135 124
30 121 102 94 166 132 122
40 116 99 92 150 128 118
50 113 97 90 145 125 116
60 110 95 89 142 123 114
16 7.25 SPF 32,0
is 1 117 106 2§ 137 124
20 117 103 94
Jjl_
151 133 121
25 117 101 92 151 130 119
20 117' 99 91 151 127 117
40 112 96 88 145 124 114
50 109 94 87 140 121 112
60 106 92 as 137 119 110
24 7,25 SPF 25.2
15 102 93 132 120 109
20 102 90 132 117 106
25 102 88 132 114
30 102 87 132 112
40 so 127 108
50 96 123 106
60 93 120
Double HD MAZE
Asphalt &
Fiberglass Shingle
Nail
Blind 16 T25 SYP 641
1A 151 137 124 195 177' 160
20 151 133 121 195 172 157
25 151 130 119 195 168 194
30 151 127 117 195 164 161
40 145 124 114 187 160 147
50 140 121 112 181 156 144
60 137 119 1 110 177 153 142
Fasteners shalt be tocatea a minimum oistance OT;Rq" Trom me vertical sitting augan at GUMUM OFIU aplition,
a
Intertek
130 Derry Court e York e Pennsylvania * 17406
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PCA-125
Ve,,iwi 0 Ap 1: 20 1',"
in Code Compliance Research Report CCRR-0258
Table 3 - Continued (NichiBoardTm Pignk),4,7
Page 9 of 22
Siding Type Siding Fastener' Face/Blind
Effective Fagmstan Spacina Allows
ble
Des
Building
Height
M
ASCE 7-05 Basic
no Sge (MPH "
ASCE 7-10 Ultimate
3llosawFramefflorizontal
in)
Field (in)
Framing
Type
Exp 8 ExpC DEML g E Za
725"
NlchlBoard
nw
Aerosfrith
Fastening
SYMMS.
Versaft
Fare
16 7.25
20 GA
steel 117.5
I§ IZQ 170 1 M 21Q
20 170 170 170 M 2i0 210
25 170 170 170 210 210 210
30 170 170 170 210 210 210
40 170 170 167 210 210 210
so 170 170 164 210 210 210
60 170 170 162 210 210 209
24 7.25
20 GA
steel 78,3
15 170 164 lia 930 M
20 170 M 146 210 205
M
188
25 170 156 143 210 201 184,
30 170 152. 140 210 197 181
40 170 148 1 137 2I0 176
50 168 1451 134 210 187, 173
60 164 142 132 210 183 170
25"
NichlSoard
TM
6d Double HD
MAZE Coil
Nail
Face
16 8.25
SPF 37.5
i§ Ig 113 10 1§1 133
20 125 110 100 161
1A
142 130
25 25 108 99 161 1391 127
30 las 105 97 161 1 1361 125
40 120 102 95 165 1 132 122
so 116 100 93 150 1 129 120
60 113 98 91 146 127 118
D F 58,0
15 155 141 IZA 299
20 155 137 125 200
ML
177
1m-
161
25 156 134 123 200 173 158
N 155 131 121 200 169 156
40 149 127 1 118 192
50 144 124 1 115 186
L"_
161
152`
149
60 141 122 113 182 158 146
24 825
SPF 25.0
Is IQ2 22 132 119 108
20 102 90 132 116 108
25i 102 Be 132 114
LO 102 L6 132 111
40 98 126 108
50- 95 122 105
60 92 119
DF 38.6
Is 1 127 115 1 104 164 148 1 135
20 127 112tjnO4 102 164 144 1 132
0 127 109 100 141 129
22,5 127 107 98 r164164 138 127
40 122 96 157 134 124
LO 118 102 94 152 131 121
60 115 100 93 148 129 120
U
Intertek
130 Derry Court * York * Pennsylvania 17406
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Ve,swn
On Code Compliance Research Report CCRR-0258
Table 3 - Continued NichiBoardTM Plank' 4,7
Page 10 of 22
Siding Typo Siding
Fastener'
FacelBtind
Effective Fastener Spacing Allows
ble
Building ASCE 7-45 Basic ASCE 7-10 ultimate
Frame/Horizontal
in
Field (In)
Framing
Type
8 C 1MR. 9mg. AM2
2S"
chl8oardT*
Double HD
MAZE Asphalt 8
Fiberglass
Shingle Nail
Blind
12 8.25
16"
SB
29.5
4 1
20 111 98 89 143 126
UL
M
25 111 96 87 143 123 113
30 111 94 86 143'. 121 111'
40 106 91 137 117 108
50 103 89 133 1 114 1-'106
60 100 87 130" 112
16 25 PF 23.7`,
is 99 gQ 129 116 i
20 99 87 128' 113
25' 99 86 9n 110
30 99-f128; 108
40 86 123' 105
50 92 119
60 90 its
Double HD
MAZE Asphalt &
Fiberglass
Shingle Nail
Blind 16 2S YP 43.0
jQ
20 134 118 108
I'
173 1 139
25 134 115
T
106 173' 149
30 134 113 104 173 146
40 128 110 0' 166 142 J128so12416799160'- 138
60 121 105 88 167` 136
Fasteners shall tie to a minimum distance of al4" tram the verucai staing sagas at corners and splices.
a
intertek
130 Derry Court a York a Pennsylvania a 17406
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PCA-125
Version t r'pn 20..
On Cade Compliance Research Report CCRR-0258
Table 3 - Continued (NichiSoard"14 Plank) 1,4 ,7
Page 11 of 22
Siding Type Siding Fastener' FaWSlind
effective Fastener Spacing
Framing
TyPeAllowable
Design
Pressure
Building
Height
t}
Exp CE
77-0 Bask Wind
S M PH s ASCE -
10 tkhnats VAnd
S P ? Frame/HorizontalField in)
in
B
13 1 UP C Exp D 8.
25" NichiBoard
TM
Aerosmith
Fastening
Systems,
VersaPin
Paces
16
8.25 20
GA Steel
103.
3 15
170 1701 170 2101 210 210 20
170 1701 167 210 1 210 210 25 -
170 1701 164 210 210'' 210 30
170 ' 170 161 210 210 208 40
170 1701 157 210 210 203' 50
170 1661 154 210 210': 199 60
170 163 151 210 210 195 24
8.25 20
GA Steel
68.8 1s
169 1531 139 210 198 180 20
169:: 1491 136 210 1"193 176`: 25
169 1461 134 2101 188 173: 30
169 143 131 210 185 170 r 40
162 1391 128 210 1 179 165" 50
157'' 1361 126 203 1 175' 162t 60
153 1331 124 198 1 172 160 9.
25" NichlBoard
TM
6d
Double HD MAZE
Coil Nail Face
16
9.25 SPF
33.4 15
118 107 97 162 1 138 125 20 :
118' 104 95 162 134 122 25
118 ; 102 93 152 131" 120 30
118 100 92 152 129 >- 118' 40
113 97 89 146 125 115-- 50
110 94 88 141 122' 113 60
107 93 86 138 120 : 111 OF
51.7 1s
147 133 189 172 156 20
147 129 121
118
1189 167 152 25
147 ;' 126 T116 189 163 150' 30
147 'i 124 114- 189 160 : 147` 40
141 120 111 182 155:' 143 so
136 117 109 176 152 140: 60
133 115 107 172 1 149 138 24
25 PF
22.3; 15
96 87 124 1 113 20
96 '1. 124 110.:: 25
96 124 107 s 30
96 124 40
92 119 50
89 115 60
87 113 OF
34.5 15
120 109 99 164 140 127 20
120 106 96 154 136 124 25
120 103 95 154 133; 122 30
120 ` 101 93 154 131 120 40
115 98 91 148 127 117 50
111 96 89 144 124 115 60
109 94 87 140 122 113 9.
25" fchiBoardTM
Double
HD MAZE Asphalt &
Fiberglass
Shingle Nail
Blind
12 25 t16"
SB
23,
5 15
99 90 127 116i 105 20
99 87 127 112 25
99 85 127 110 30
99 127 108 40
95 122 sO
92 its 60
90 116 S
Intertek
130
Derry Court • York • Pennsylvania a 17406 intertek.
com/building PCA•
125
tn) Code Compliance Research Report CCRR-0258
Table 3 - Continued NichiBoardTM Plank)' 4,7
Page 12 of 22
Siding Type Siding Fastener' FacWBllnd
Effective Fastener Spacing
Framing
YP
Allowable
Design
Pressure (p *
Building
Height :
4t)
Wind MPH =
10 mate
Wind S PH 01Frame/Horizontal()
in)
Field in
Exp B - Exp cl Exp D Exp 13 Ezp C; ExP D
9.25"
IchiBoardT"
Aerosmith
Fastening
Systems,
Versafin
ace
16 9,25
20 GA
Steel
92,1
15 170 170 1 161 210 210 1 208
20 . 170 : 170 157 210 210 % 203
25 _.. 170 ' 169 155 210 210 200
30 170 166 152 210 210 196
40 170 160 148 210 207 : 191 '
50 170 '; 157 145 210 202 188 `
60 170 164 143 210 199 185
24 9.25 Steel
61.4
15 160 1 145 1 132 206 1 187 170 ;
20 160 141 1 129 206 182:; 166::.
25 _.. 160 1_138 126 206 178 163
30 " 160 135 124 206 174 160
40 153 : 131 121 198 169 156
50 148 128 119 192 165+ 153
60 145 t 126 117 187 162' 15L'
S
lntertek
130 Derry Court a York a Pennsylvania a 17406
intertek.com/building
PCA-125
c rsj(, 7 6 Ap'i20,,7
On Cade Compliance Research Report CCRR-0258 Page 13 of 22
Table 3 - Continued NichiBoardT'A Plank)' A7
Siding Type Siding Fasteners Face/Blind
Effective Fastener Spacing Allowable,
Design
Pressure a
Building
Height
R
Wind S
c
P
7-1 mate:
Mind S MPH aFrame/Horizontal
in}
Field (in)
Framing
TeType
B Exp C EV D Exp 131 Exp C Ep D
12" NichiSoard'
6d Double HD
MAZE Coil Nail
Face
16 12
SPF 25,8
15 103 94 85 134 121 110
20 103 91 134 118 108
25 103 89 134 115 106
30 103 87 134 113
40 99 128 110
50 96 124 107
60 94 121 105
DF
160
39.8
15 129 1_1_7 106 166 151 137
20 129 113 104 166 1471 134
25 129 111 102 166 1431 131
30 129 109 100 166 1401 129
40 123 106 97 159 1361 126
50 120 1031 96': 154 1331 123
117 101 94 151 1311 121
24 12
SPF 172
160
15 109
20 109
25 109
30 109
40
50
DF 26.6
15 105 95 87' 136 123 112
20 105 93 136 120 109
25 105 91 136 117 107
30 105 89 136 115 105
40 101 86 130 111
50 98 126 109
60 95 123 107
12" NichlBoardTM
Aerosmith
Fastening
Systems,
VersaPin
Face
16 12
20 GA
Steel
71,0
15 170 156 142 210 201 183
20 170 151 138' 210 196 179
25 170 148 1361 210 191 175
30 170 146 133' 210 187 172
40 166 141 130 210 1 182 168:
50 160 138 128. 206 178 165
60 156 135 126 201 175 162:
24 12
GA
tee
47,3
15 140 1 127 116 181 164 149
20 140 124 113 ti 181 160 146
25 140 121 111 181 156 143
30 140 119 109 181 153 141
40 135 115 106 174 149 137
50 130 112 104' 168 145 134:
60 127 110 103 164 142 132
Notes:
1, NlchiBoard- fiber cement lap siding may only be installed on vertical wells. Fasteners must be installed in a way that does not damage the board during
installation. Where necessary, pre -drilled holes may be used in combination with hand -nailed fasteners to avoid damage to the fiber cereent product,
2. ASCE 7-06 Basic wind Speeds are based upon occupancy category 11. a wind directionality factor (Kd) equal to 0,85. an internal pressure coefficient (GCpi)
equal to *l-0.18. and an external pressure coefficient (GCp) equal to -1.4, The effects of topographic features have not been considered and the wind speed
has been lirrilted to 170mph.
3, ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GCpi) equal to-/-0.18,
and an o4emal pressure coefficient (GCp) equal to -1.4. The affects of topographic features have not boon considered and the wind speed has been limited
to 210mph,
4. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated with
the corresponding wind speed,
S. Fastener specifications for those used In testing are outlined in Table 7 of this Intenak CCRR. These specifications may be used by the designer of record
to dotennine the acceptability of alternative fasteners.
6. Allowable design pressures in highlighted calls have been adjusted based on the listed allowable withdrawal capacity of the tested fastenor.
7. Framing and bracing are beyond the scope of this evaluation report.
a
Intertek
130 Derry Court * York * Pennsylvania * 17406
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PCA•125
VerS!o'i: 1:, Anrii 201, 7
On Code Compliance Research Report CCRR-0258
I r -.1 rx, W Mir-T.1 Mr. N FTI z rW. M-I MR-M, 71M. I W.M.-Ilm,1111M, CTIM I
Page 14 of 22
Panel Fastener*
Fastener Spacing
Perimeter
in)
Ield (in)
Framing
Type
Framing
Spacing
Allowable Design3
Pressure (PW
Eluilding
Height
ASCE 7-05 asic
Iffind R20 Wlif
CE -10 UltimateCE
3
8 C E!x D C D
6d Double HD MAZE
Coll Nall
6 12
SPF
Lumber 16"o,c. 28,7
is 109g 99 go90 1414 128128 116
20 109 96 8888 141 124124 113
25 109 94 86 141 122 111
30 109 92 I I141 1 1 9119 1.09
40 105 90 135 116 107
50 101 87 131 113 1 —
60 99 86 128 111
6d Double HD MAZE
Coil Nall
8 8
SPF
Lumber
16"O.c. 410
15 134 121 1 110. 157 1 142
20 134 118 108
173
173 152 139
25 134 115 106 173 149 136
30 134 113 104 173 146 134
40 128 110 101 166 142 131
60 124> 107 99 160 138 128
60 121 105 98 157 136 126
24!'o.c. 30.4
15 112 102 93 145 132 120
20 112 99 91 145 128 117
25 112 97 89 145 125 115
30 112 95 87 W 123 113
40 108 92 1 85 139 119 110
so 105 90 135 116 108
60 102 88 132 114 106
6d Double HD MAZE
Coll Nail
6 6
SPF
Lumber
16"O'c. 57.3
16 1 154 140 127 199 181 164
20 1 154 136 124 199 176 160
25 154 133 122 199 172 157
30 154 130 120 199 168 155
40 148 121 117 191 163 1 151
50 143 124 115 185 160 1 148
60 140 121 1 113 181 157 1 146
24"o.c. 40.6
16 1 130 118 107 168 152 1 138
20 130 115 105 188 148 1 135
25 130 112 103 168 145 1 133
30 130 110 101 168 142 1 130
40 125 107 98 161 138 127
50 121 104 96 156 134 125
60 118 102 1 95 152 132 123
6d Double HD MAZE
Coil Nail
4 4
SPF
Lumber
1 6'0,c. 85.9
15 1 170 170 156 210 210 201
20 170 167 152 210 210 196
25 170 163 149 210 210 193
30 170 160 147 M210 206 189
40 170 155 143 1 210 200 1 185
50 170 151 140 210 195 181
60 170 149 1 138 210 192 178
24"o.c. 60,9
15 159 144 1 131 205 188 169
20 159 140 1 128 205 181 165
25 169r 137 r126 205 177 162
30 159 134 124 205 174 159,
40 153 30 I 168 156
50 148 127 J20118k11971191 165 152
1 60 144. 125 116 162 1 150
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Intertek
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On Code Compliance Research Report CCRR-0258
Table 4 - Continued (NichiPanel"m Sheetj .4.7
Page 15 of 22
Panel Fastener
Fastener Sgcinq
Perimeter
Field (in)
in)
Framing
Type -
Framing
Spacing
Allowable Design
Pressure (psf)"
Building
Height
ft
ASC
Mflnd
7-05
Sg22d i MelJ12
7-10 Ultimate
MlW i JgW MPH13
Exp B Exp C Exp D Exp 8 Exp C Exp D
8d Masonite Siding
Nails
6 12
SPF
Lumber
16"o.c, 39.9
15 129 117 106 166 151 137
20 129 114 104 166 147 134
25 129 111 102 166 143 131
30 129 109 100 166 141 129
40 124 106 1 98 1 160 136 126
so 120 103 96 155 133 123
so 117 101 94 151 131 122
24"o.c. 26.6
is 105 95 87 136 123 112
20 105 93 136 120 109
26 105i 91 136 117 107
30 105 89 136 115 1 105
40 101 86 1 - 1 130 Ill I
50 98 126 109 1
60 95 123 107
8d Masonite Siding
Nails
8 8
SPF
Lumber
16"o,c. 59.9
15 1 158 143 130 204 186 168
20 158 139 127 204 180 164
25 158 136 125 204 176 161
30 158 133 123 204 172 158
40 s 151 129 119 M 167 1 154
so 147 126 117 189 163 151
60 143 124 115 185 160 149 1
24"o.c. 39.9
is 129 117 106 166 151 137
20 129 114 104 166 147 134
25 129 Ill 102 166 143 131
30 129 109 100 166 141 129
40 124 106 98 160 136 126
so 120 103 1 96 1 155 133 123
60 117 101 94 151 131 1 122
8d Masonite Siding
Nails
6 6
SPF
Lumber
16"o.c. 79.9
15 s 170 165 150 210 210 1 194
20 170 161 147 210 207 189
26 170 157 144 210 203 186
30 170 154 142 210 199 183
40 1 170 149 138 210 193 178
50 169 146 135 210 188 175
60 165 143 133 210 1 185 172
24"o.c. 53.3
15 149 36 123 192 174 158
20 149 131 120 192 169 155
25 149 128 118 192 166 162
30 149 126 116 192 162 149
40 1 143 122 113 184 168 145 1
50 138 119 110 179 154 143
60 135 117 109 174 1 151 140
a
Intertek
130 Derry Court e York 9 Pennsylvania 9 17406
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PGA-125
Ve,sdon 6 Am i! 2017
ton Code Compliance Research Report CCRR-0258
Table 4 - Continued (NichiPanelT* Sheet)' 4.7
Page 16 of 22
Panel Fastener
Fastener Spacing
Perimeter
Field (in)
in)
Framing
Type
Framing
Spacing
Aliowable Design
Pressure (pqj)
4
Building
Height
00
ASCE 7.05 Basic
Rftd 1 P-12
ASCE 7-10 Ultimate
VWtW IgW Mp&
8 R a EMI Exp, C UP D
8d Masonite Siding
Nails
4 4
SPF
Lumber
16"o.c. 119.8
15 170 170 170 210 1 0 210
20 170 170 170 210 210 210
25 170 170 170 210 210 210
30 170 170 170 210 210 210
40 170 170 169 1 210 210 210
so 170 170 166 1 210 210 210
60 170 170 163 210 210 210
24"o.c. 79.9
15 70 66 60 1=0 1 0 1-94
20 170 161 147 210 207 189
25 170 157 144 210 203 186
30 170 154 142 210 199 183
40 170 149 138 210 193 178
50 169 1 M 135 210 188 175
60 165 43 133 1 210 185 172
a
Intertek
130 Derry Court a York e Pennsylvania * 17406
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V,-wi 0.4)n 2017
ion Code Compliance Research Report CCRR-0258
Table 4 - Continued (NichiPaneFm Sheet)' 4,7
Page 17 of 22
Panel Fastener
Fastener SQLCjQg Framing
Type
Framing
Spacing
Allowable Design
Pressure (paj)
6
Building
Height
AS
Wind Speed (MPH)2
CE 740 Ultimate
Wind Speed (MPH} Perimeter
injOt)
Field (in)
Exp 8 Exp C jExp D Exp B Exp C1 Exp D
Grabber #8 Flat
Wafer Head Screws
6 12
SPF
Lumber
16"o.c. 66.9
is In i3a 126 197 179 1 162
32 I§z IM 122 1L7 173 158
25 152 131 120 197 170 156
30 162 129 118 1 197 106 163
40 146 125 115 1 189 161 149
50 142 122 113 183 M 146
W 138 12D 111 179 155 144
24"o.c. 37,3
is 124 332 192 Ifil 446 132
20 124 110 100 161 142 129
25 124 107 1* 161 139 127
30 124 105 97 161 136126
40 119 102 94 154 132 122
so lie 100 92 149 129
W 113 98 1 91 146 120 117
20 GA
Steel
16"o.c. 48's
Is 142 1214 117 im Ifill
20 142 125 114 183 162 148
25 142 183 158 145
30 142 120 110 183 M 142
40 1 Le 116 12§ 176 150 139
LD 132 114 106 170 147 136
60 129 112 104 166 W 134
24"o.c. 37-4
36 312
1
105 99 IN lag 123
20 lie 102 93 ISO 132 121
26 116 100 92 1S0 120 118
LO 116 98 90 ISO 127 116
111 95 88 144 123
3134 S 0 In 122
113
ill
OD 105 91 130 118 109
Grabber #8 Flat
Wafer Head Screws
8 8
SPF
Lumber
16,VC, 0.8
Is 17n ISO ja 210 21Q lag
20 170 M ISO 210 210 194
2$
1701'469
147 1 210 208 190
17MO I L.LO 210 am 18-r
40 17 141 210 j?j 192
LO 138 210 1s 179
W 169 147 136 210 190 176
24"ox.
1
55.9
tom:,152 ISR 321 197 17A 102
2D 152 134 123 197 173 i58
25 152 131 120 17o 156
N 162 129 1 118
197
in Iff 153
40 146 125 1 115 3#2 ill 140
99 142 122 1 113 Iga 121 10
60 130 120 1 111 179 155 144
20 GA
Steel
16,,O.C. M8
Is 170 1§4 1A3 210 20A 195
20 170 IL3 Ig 210 181
2§ If& JU ZIO
J98
194 177170_
147 IM 212 190 17411_
Iff IS In 212 194 170
LO 191 IL9 120 a 180 167
W r 158 137 127 204 177 164
24"o.c. 485
A 1" 11171 INIL
19
142 126 4 M L IL
L IL n 11 183 IL 146
L 142 iL 110EW0183 1L W
O in3s 108 1761 in
50 12114 106 147 136
60 iZO 112 Ia 11,4 r I;;
a
Intertek
130 Derry Court * York * Pennsylvania e 17406
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PCA- 125
5 April 2017
ton Code Compliance Research Report CCRR-0258
Table 4 - Continued NichiPanelTM Sheet 1,4'T
Page 18 of 22
Panel Fastener
Fastener Sggring
Framing
Type
Framing
Spacing
Allowable Design:
pressure (p"*
Building
Height
M
c
Wind Speed (MPH}
mate
Wind Speed (MPH)' Perimeter
in)
Field (in)
Exp B Exp G Exp D Exp B Exp;G Exp D
Grabber M Flat
Wafer Head Screws
6 6
SPF
Lumber
16"o.c, a11:e
ZIL 210
17 7Q 17 21 210 1
170 170 17Q 210 210
0 70 0 10
so 1T0 ' 17 1 10 10 207
60 170 170 158 210 210 203
24'b.c.
20 170 M14_21L
196 Qaa:s 170 192 176
ao 169 1>36 7so164182169
60 160 138. 129 206 179 166
20 GA
Steel
16"o.c, sr.o
20 170 170 1 162 210
25 17 = 170 159 1
30 170 17
210
1 10 M96gyp17 + 165 152 210 210
N 170 161 149 210 208
170 158 147 210 204
24"o.c, s t•e
20 164 145 13 210 170
25 1 167 `
30 164 138
1
127 210 179 164
40 157 134 124 2 3 174 1 Q,
sa 1 1 122 197 1 157
W 149 129 12 192 167 155
Grabber#B Fiat
Wafer Head Screws
4 4
SPF
Lumber
16"o.c, 1•0
is 170 170 1 170 210
20 170 170 1 170 210
25 '' 170 170 1 170 210 210 210
3o1T0 170 1T`170 210 210 210
40 70 ; 170 1 170 210 21 21
17 170 210 ZIP 210 r
eo
jM
170 170 1 170 1 210 210 210
24"o.c, 90.6
20 170 170 1 156 210 210 202
25 170 167 1 153 210 210 1
30 170 i 164 1 1 0 1Q
159 1 147
so 170 156 1 144 210 1
G 170 163 1 142 210 197 183'
20 GA
Steel
16"o.c, 1360
Is 170 70 120117Q47017021021`q 21q
Ls1 170 1_70_1 210 210 1
a2 170 170 170 1 210 1
4o 170" 170 1701 10 1q
SU 170 170 170 1 210 21q 210
W 170 170 170 210 210 210
24"o.c. 90•6
20 7 1_
2s 1fi 1 15 98
0 164 151 U210........210-.. 195
Lo n 159 1471
s0
170 153 142 183
M
Intertek
130 Derry Court • York • Pennsylvania • 17406
intertek.com/building
Lon Code Compliance Research Report CCRR-0258
Table 4 - Continued (NichiPaneIT14 Sheet)1,4,7
Page 19 of 22
Panel Fasteners
Fastener
Perimeter
in)
Spacing
Field (in)
Framing
Type
Framing
Spacing:
AllowablaDesign
Pressure (tea
Building
HeightMe&
ft)
ASC 7-05 sic ASCEM Ultimate
whic. timm me&
Exp 13 Lxel a EV S C F
Aerosmith
Fastening Systems,
VersaPin
6 12
20 GA
Steel
16"o.c, 29.3
15 110 100 91 142 129 117
20 110 97 89 142 126 115
25 110 95 87 142 123 113
30 110 93 1 86 1 142 120 1 111
40 06 90 137 117 108
so 102 88 132 114 106
60 100 87 129 112
Aerosmith
Fastening Systems,
VersaPin
8 8
20 GA
Steel
1
16"o.c. 43.9
1
15 135 123 111 174 158 144
20 r 135 119 109 174 154 140
25 135 1 117 107 1 174 150 1 138
30 135 114 105 174 147 1 136
40 130 Ill 102 167 143 1 132
so 126 108 100 162 140 1 129
60 123 106 99 158 137 1 127
Aerosmith
Fastening Systems,
VersaPin
6 6
20 GA
Steel
16"o.c. 58.5
15 156 141 129 201 183 M
20 156 137 126 201 178 162
25 156 1 135 123 1 201 174 159
30 156 1 132 121 201 170 166
40 150 128 118 193 165 152
50 145 125 116 187 161 149
60 141 123 114 183 158 1 147
Aerosmith
Fastening Systems,
VersaPin
4 4
20 GA
Steel
16"o.c.
1
87.9
15 170 170 158 210 210 203
20 170 169 154 210 210 199
25 170 166 151 1 210 210 195
30 170 161 148 210 208 192
40 170 167 145 210 202 187
so 170 153 142 210 198 183
60 170 160 140 210 1 194 180
24"o.c.
I
35A
1
1
15 122 110 104 157 143 129
20 122 107 98 167 139 126
25 122 105 96 1 157 136 124
30 122 103 95 157 133 122
40 117 100 92 151 129 119
50 1 113 98 90 1 146 126 1
60 1 110 96 89 143 1 4 1 115
Notes:
1. NichlPanelf" fiber cement flat sheet siding may only be installed on vertical walls. Fasteners must be installed in a way that does not damage the
board during installation. Where necessary, pre -drilled holes may be used in combination with hand -nailed fasteners to avoid damage to the fiber
cement product.
2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category 11, a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (Gcpi) equal to
OAS, and an external pressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and the wind speed has been limited to
170mph.
3. ASCE 7.10 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GcpQ equal to +/-0.18, and an external
pressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and the wind speed has been limited to 210mph.
4. The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated
with the corresponding wind speed.
5. Fastener specifications for those used in testing are outlined in Table 7 of this Intertek MR. These specifications may be used by the designer of record
to determine the acceptability of alternative fasteners.
6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested fastener.
7. Framing arid bracing are beyond the scope of this evaluation report.
S
Intertek
130 Derry Court e York e Pennsylvania * 17406
intertek.com/building
KA425
Vorsion: 6 Apri, 2017
ton Code Compliance Research Report CCRR-0258 Page 20 of 22
OF-1-IM700TTIr-TilIR-T-r-Plr-TaZr =-. =.- illWIZIMil&-IFr-T7—TIT-MAW.T-711;FMM I
Siding Type Siding Fasteners Face/Blind
Effective Fastener Spacing
FrametHorizontal
in)
Field in
Framing
Type
Allowe
Design
PressuM (ew
Building
Olght
ft)
It E Basic
nd Swwd IMPW Wind S.
to
PW
B C Exp D Exp 6 Exp C lExp 0
NichiStralght'"'I
NichiStaggperedT u
Double HD
AZE Coil Nall
Blind
12 8,625
7/16"
OSB
23,5
Is 99F 128 116 1105
20 7r7 128 113
25 9 128 110
30 128 108
040 122
5050
11
22 119
6060 116
16 625 SPF 35.9
1515 12122 Ill 1101 158 1143 1130
2020 2212 08 08 168 1139 1127
2626 22112 05 196 M 136 125
3 030 12122 03 158 133 122 1
040 1 1117 100 2 151 129 119
50 113 1 146 126 117
60 Ill 9 143 124 115
24 8.625 SPF 23.9
is 100 129 117 106
20 100 a 129 113 1
25 100 fiP1 129 1111 1
30 100 I — 129 109 1
40 I — 123 i106 1
50 193 I — 120 I
60 117 I
NichiStraight'"I
NichlStaggered'"
6d Ping Shank
Double HD MAZE
Coil Nail
Blind 12 8.625
7/16'
OSB
24.9
15 102 1 — 131 119 1108
20 OV2 0 1 — 131 116 1106
25 02 131 113
30 102 6 131 1111
40 a 126 108
50 122 105
60 92 119
NichiStralght'l
NichiStaggered'
8-18 Wafer Head
ROCK-ON
Screws
Blind 24 625
20 GA Steel
49.
6 J5
144 130 118 186 168 153 1 20
144 127 1116 185 M 1149 25
144 124 014 185 160 1147 30
144 121 12 185 157 44 40
138 118 IM 109178 W 152140 50
11M 115 07 172 1419 38 60
130 113 05 168 146 36 i=
1.
NlchIStraIghtT*1NlchlStag9eredTM Lap Panel fiber cement siding may only be installed on vertical walls. Fasteners must be Installed in
a way that does not damage the board during installation. Where necessary, pre -drilled holes may be used in combination with hand - nailed
fasteners to avoid damage to the fiber cement product. 2.
ASCE 7-05 Basic Wind Speeds are based upon occupancy category 11, a wind directionality factor (Kd) equal to 0,85, an internal pressure coefficient (Gcpi) equal
to +/-0.18, and an external pressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and the wind speed has
been limited to 170mph. 3.
ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure coefficient (GcpQ equal to +1-0. 18, and
an external pressure coefficient (GGp) equal to -1 A, The effects of topographic features have not been considered and the wind speed has been limited to
210mph. 4.
The values in this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the wind pressures associated
with the corresponding wind speed. 5.
Fastener specifications for those used in testing are outlined in Table 7 of this Intortek CCRR, These specifications may be used by the designer
of record to determine the acceptability of alternative fasteners. 6.
Allowable design pressures in highlighted calls have been adjusted based on the listed allowable withdrawal capacity of the tested fastener, 7.
Framing and bracing are beyond the scope of this evaluation report, a
Intertelk
130
Derry Court * York * Pennsylvania * 17406 intertek.
com/building PCA-
125 W'--
s4oq: 6 r,nril 20: 7
Lon Code Compliance Research Report CCRR-0258 Page 21 of 22
Table 6 - Design Loads for Negative Transverse Wind Load (NichiShake"I" Shingles)' 4,7
Siding
Fasteners
Fasteners P r Shake
Sheathing
Type
Allowable
Design Pressure
RADO
uIlding
eight (ft)
ASCE 7-05 Basic
M nd
B C 0
E 7-10 Ultimate,
S C D
6-1/4"
Width
8-lW'
Width
12" Width
lid Double HO
E Coll Nall
2 2 3 7/16"OSS 30.6
15 13 132 120
20 113 1287,171
25 113 126 15
30 113 1 3123 11 3113
40 108 5 40 119 10
so V 05 iDO I — 135 1117 108
so Ll 02 JB9 I - 132 1115 lid
NOIOS:
1. NlchlShakeT fiber -cement shingle siding may only be installed on vertical walls. Fasteners must be Installed in a
waythat does not damage the board during Installation. Where necessary, pre -drilled holes may be used in
combination with hand -nailed fasteners to avoid damage to the fiber cement product,
2. ASCE 7-05 Basic Wind Speeds are based upon occupancy category 11, a wind directionality factor (Kd) equal to 0.85, an internal
pressure coefficient (GCpi) equal
to +/- 0. 18, and an external pressure coefficient (GCp) equal to -1.4. The effects of topographic features have not been considered and
the wind speed has been
limited to 170mph,
3. ASCE 7-10 Ultimate Wind Speeds are based upon a wind directionality factor (Kd) equal to 0.85, an internal pressure
coefficient (GCpi) equal to +/-0,18, and an external pressure coefficient (GCp) equal to -1.4. The effects of topographic
features have not been considered and the wind speed has been limited to 21 Omph.
4. The values In this table are based on testing per ASTM E330 and represent the allowable capacity of the siding to resist the
wind pressures associated with the corresponding wind speed.
5. Fastener specifications for those used in testing are outlined in Table 7 of this Intertek CCRR, These specifications may
be used by the designer of record to determine the acceptability of alternative fasteners.
6. Allowable design pressures in highlighted cells have been adjusted based on the listed allowable withdrawal capacity of the tested
fastener.
7. Framing and bracing are beyond the scope of this evaluation report.
0
Intertek
130 Derry Court a York * Pennsylvania a 17406
intertek.com/building
PCA,125
Vesion: 6 Aprr 20'7
ob, Code Compliance Research Report CCRR-0258 Page 22 of 22
Siding Fastener
Length
in)
Head
Diameter
in)
Shank
Diameter
in)
Material, 2,3 Siding Types
Minimum
Fastener
Penetration *into
Material in
Fastener
Withdrawal
Value (lbs)
Nichftnel"' 111/36 42.2
NichiBoardTIA (Face) 1!/j 34.4
SPF NichiBoardT" (Blind) 111/16 42.2
NichiStraight""I
NichiStaggered"m 1318 34A
6d Double HD MAZE Coil
Nall
2 0237 0 099
DF
NichiBoardTm (Fare) 31/ 53.1
NichiBoardTTM (Blind)
4
11/361 65.2
7/16" OSB
NichiStraightlm/
NichiStaggered""
7116 16.9
1I/la"OSB NichiShakeTM 16.9
2.5 0,236 0.097 SPF
NichiBoard "I (Face) 11/1 45,9
NichiBoard"m Blind j 23/ill AU29.8
SPF
NichiFrontierTm (Face l 1 I/ft
NichiFrontier"61 (Blind) 91 /16 41.4
6- OSB
NichiStraight"'ll'
NichiStaggeredTi" 7 /16 17.96dRingShankDoubleHD
MAZE Coil Nail
2 0.233 0.105
SYP
NichiFrontierTm (Face) 1 1/it 46.1
NichiFrortfierTm (Blind) 19 /16 64.0
8d Masonite Siding Nalls 2.5 0.313 0.118 SPF NichiPanelTm 23/16 65.2
Double NO MAZE Asphalt
Fiberglass Shingle Nall
1,75 0.365 0.125
SPF
NichiBoard"" (Face ) 11/, 35.6
NichiBoardTmn" (Blind) 036 45.4
SYP NichiBoard(Blind) 11/32 70.1
16" OSB
NichiBoardT" (Face) 7/16 213
NichiBoardT" (Blind) 7/16 213
Double HD Grip Rite
2.5 0.383 0125
SPF wl
7/,6" OSB
NichiFrontlerTm (FM) ilia 51,3 1
NichiFrontierTm (Blind) 21/16 65.1
1.75 0362 0,125 7/16 - OSB
NichiFmntierT" (Face) 7/16 21.3RoofingNail
NichiFronfierTm Blind) 7118 213
Grabber #8 Flat Wafer
Head Screwsa
1 625 0.406 0.166
SPF Nichiftnell" 1-5/la 0
20 GA Steel NichftnelTO 88.3
NiqhlPg!32lTsI 24,7
NichiBoardTm (Face) 94.7AerosmithFastening1.5 0.301 0,106 20 GA SteelI NichiBoardTTM (Blind) 94.7Systems, VersaPin?
1.375 0251 0107 120 GA Steel NichiPanell" 941
NichIFEgntierTs' (Eace) 9§.Q
NichiFrontierTm (Blind) 95.08-18 Wafer Head ROCK-
ON"' Screwse
1.625 0,395 0.162 20 GA Steel
NichiStraightT"/
NichiSta2gered`ril
95,0
Aerosmith Fastening
Systems, SurePinli
1.25 0.300 0,145
concrete
Block
NichiBoardTm (Face) 3/4 2331
2 0,300 0,145
Concrete
Block
NichiBoardrm (Blind) 1 l/A 233.8
NichiStraight-I
NichiStaggered"m 11/4 233.8 a
Intertek
Notes:
1.
SPF (Sproce-Pine-Fir) framing material is assumed to have a Specific Gravity of 0,42 or greater, 2,
DF (Douglas Fir) training material Is assumed to have a Specific Gravity of 0,5 or greater. 3,
OSS sheathing material is assumed to have a Specific Gravity of 0,5 or greater. Whom fasteners are Installed through OSS sheathing Into SPF studs,
a Specific Gravity of 0.42 shall be assumed for ft entire fastener penetration depth, 4.
SYP (Southern Yellow Pins) framing material is assumed to have a Specific Gravity of 0.5 or greater, 5.
Alternative fasteners must most the minimum head and shank diameters listed in Table 8. The required length and withdrawal capacity "I be determined
by the design professional of record in accordance with the requirements of Table 3. 4. 5, 6, and 7 of this Intortak CCRR. 6.
Fastener pull-out capacity based on manufacturer (Grabber construction Products, Inc.) technical date ~ and a safety factor of 3, 7.
Fastener pullout capacity based on PEI Product Report PER-06014 and a safety factor of 3. 8.
Fastener putt -out capacity based on ITW Suildex and Illinois Tool Works, Inc. Product Report No. 02722 and a safety factor of 3. 9.
Fastener pull-out capacity based on PEI Product Report PER-07021 and a safety factor of S. 130
Derry Court * York III, Pennsylvania e 17406 intertek.
com/building PCA-
125
2/8/2018 Florida Building Code Online
11Z =-A=1:1XWA=Z=1=&1rUT1M =1413
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 8CIS Site Map Links Search
Product Approval
V USEW Public User
NPP i,ktloa List catl atollApaLovil,Mg u > trQdt tqr ApR!Lceqjn,i(— h > L > Appil on D
PIZ
FL # FL10124-R20
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
800) 766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindarelth@trinityerd.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
800) 766-3411
TechnicaIQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Niernmen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/20/2018
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence ELIQ124 RZQ Q01 2017 01 CQL-Njim—ingnj&f
Referenced Standard and Year (of Standard) 94111AArd YAW
ASTM D1970 2015
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
TAS 107 1995
Equivalence of Product Standards
Certified By
hftps:llwww.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpylEOlvyCA%3d@/o3d 1/2
2/8/2018 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
of Products
FL # Model, Number or Name
10124.1 GAF Asphalt Roof Shingles
Limits of Use
Approved for use In HVHZ.- No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER, Section 5.
Method 1 Option D
09/20/2017
09/27/2017
09/28/2017
12/12/2017
Description
Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge
asphalt shingles
Installation Instructions
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL10124 R20 AE 2017 09 FINAL ER GAF ASDhalt
Created by Independent Third Party: Yes
goalAct Us :: elliong: 850-487-1824
The State of Florida is an AA/EEO employer. Qgyright 2007-2013 State _qCFlorida, Accessibility Statement :: RqftLn4_5j4jcmjqM
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section
455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, RS.,
please click here .
Product Approval Accepts:
MUMEEM
Oredit Card
Safe
https:llwww.floridabuilding.org/prlpr_app_dti.aspx?param--wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpylEOlvyCA`/*3d`/*3d 2/2
T \11w- ERD
EVALUATION REPORT
GAF
1 Campus Drive
Parsippany, NJ 07054
800) 766-3411
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
203)262-9245
Evaluation Report 01506.01.08-1122
FL10124-1120
Date of Issuance: 01/03/2008
Revision 22: 09/20/2017
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 6ch Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements 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. TrinityJERD 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/20/2017. This does not serve as an electronically signed
document.
CER71FtcA,noN OF INDEPENDENCE:
1. Trinity lERD 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 ERR 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 lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ER,D
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing;
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the 61h Edition (2017) Florida Building Code and 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 PropeEty Standard Year
1507.2A / 1507.1.1, Physical Properties ASTM D1970 2015
R905.2.3 / R905.1.1
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Entity Examination Reference Date
GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012
PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011
PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013
UL (TST 1740) ASTM D3462 93NK6295 11/29/1993
UL (TST 1740) ASTM D3462 99NK43835 01/12/2000
UL (TST 1740) TAS 107 94NK9632 03/29/2000
UL (TST 1740) ASTM D3462 OINK06632 02/02/2001
UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001
UL (TST 1740) ASTM D3161 01NK37122 12/18/2001
UL (TST 1740) ASTM D3462 01NK37122 12/19/2001
UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002
UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002
UL (TST 1740) ASTM D3161 03CA5367 03/11/2003
UL (TST 1740) ASTM D3462 03NK26444 10/17/2003
UL (TST 1740) ASTM D3462 04NK13850 06/07/2004
UL (TST 1740) ASTM D3161 04NK13850 06/23/2004
UL (TST 1740) ASTM D3161 04NK30546 03/10/2005
UL (TST 1740) ASTM D3462 04NK22009 05/06/2005
UL (TST 1740) ASTM D3161 04NK22009 05/09/2005
UL (TST 1740) ASTM D3462 05NK27924 02/10/2006
UL(TST 1740) ASTM D3161 OSNK27924 02/11/2006
UL (TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006
UL (TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006
UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006
UL (TST 1740) ASTM D3462 06CA31603 12/01/2006
UL (TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006
UL (TST 1740) ASTM D3161 07NK05228 03/13/2007
UL (TST 1740) ASTM D3161 06CA31611 04/04/2007
UL (TST 1740) ASTM D3161 06CA61148 04/09/2007
UL (TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007
UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R22
Certyicate of Authorization #9503 6i" EDITION (2017) FBC NON-HVH2 EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 2 of 6
TRINITY ERD
Ent Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008
UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009
UL (TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/01/2009
UL (TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009
UL (TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010
UL (TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010
UL (TST 1740) ASTM D3462 10CA07264 05/27/2010
UL(TST 1740) ASTM D3462 10CA11953 10/29/2010
UL (TST 1740) ASTM D3161,D7158,D3462 1ONK11951 10/30/2010
UL (TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010
UL (TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010
UL (TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011
UL (TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011
UL (TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011
UL (TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011
UL (TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011
UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012
UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013
UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013
UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013
UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013
UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015
UL, LLC. (TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 10/25/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 10/20/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 11/11/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 11/01/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shaffer, CA 11/17/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 11/11/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 10/25/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 10/25/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 10/21/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 11/17/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 11/04/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 11/03/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 11/01/2016
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel' are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 CamelotO, Camelot* II, Fortitude"", GlenwoodT"', Grand Canyon', Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia4l ArmorShieldm, MonacoO, Sienna®, Timberline® American Harvesto, Timberline®
ArmorShieldTI 11, Timberline* Natural ShadowQ°, Timberline HD*, Timberline® Cool Series®, Timberline Ultra
HD® and Woodland* are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 Slateline® is a fiberglass reinforced S-tab asphalt roof shingle.
4.2 Hip & Ridge Shingles:
4.2.1 Seal-A-RidgeO Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridges
ArmorShieldrm Ridge Cap Shingles and TimbertexO Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-1122
Cert#Wte oJAuthoriration p9SO3 6T" EDITION (2017) FSC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 3 of 6
TRINITY ERD
4.3 Accessory Starter Strips:
4.3.1 Pro'Start10 Eave/Rake Starter Strip Shingles and WeatherBlocker TM Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickSt rtO Peel & Stick Starter KnU is is mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter strip, nominal 9inchx33 ftroll, for use with asphalt shingles with exposure of6- incho,
less. 4.
3.3 Starterk8mch= Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon* and Grand
Sequoia4' series asphalt shingles. Starte,x8atchTm are installed as the second starter for Grand Canyon*
and Grand Sequoia* series installations. S.
LIMITATIONS: 5,
1 This is building code evaluation. Neither Trinity IE0] nor Robert Nieminen P.E. are, in anyway the Designer
ofRecord for any project on which this Evaluation Report, orprevious versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose. 5.2
This Evaluation Report i»not for use inFBCHVHZjurisdictions. 5.3
Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for
fire ratings of this product. 5.4
Wind Classification: 5 1
The GAF asphalt shingles noted in Section 4.1are Classified inaccordance with FBC Tables 1507.2.7.1 and R905.2.6.1toA8TIVI03161Class
Fand/or ASTIVID7158, Class H,indicabng the shingles are acceptable for use inall wind zones uptoV,w=
15Umph (V,,*=194mph). Refer tuSection 6for installation requirements tomeet this wind rating. 5.4.2 The GAF hip &
ridge shingles noted in Section
4.2are Classified in accordance with FBCTab|eu 1507.2,7.1 and R905.2.6.1tuASTm| m3161, Class F' indicating the shingles
are acceptable for use in all wind zones up to\1^o=150mph(V,n=194mph).RefertoSectinnGforinsta||atiunrequiementstomeettbisvvindradn0. 5.4.
3 Classification byASTM8 D7150 applies only to exposure category
a prC, as defined in FBC 1609'4.3' and a mean roof height of 60 feat or |aus. Calculations by a
qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific
toeach shingle. 5.5 All products in the roof assembly shall have quality assurance
audit in accordance with F.A.C. RuleatG20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 VndeduymentshaU beacceptable toGAF and
shall hold
current Florida Statewide
Product Approval, o,be Locally Approved per Rule 614320-$ per FBC 1507.2'3, 15$7.2.4orR905.
2'3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation ofPro-Start Eawe/
Roke Starter Strip Shingles, WeatherBlocker Premium Eave/
Rake Starter Strip Shingles and QuickStmrtPeel & Stick Starter Roll shall comply with the GAF current published instructions. 6.
3 Asphalt Shingles: 63.1 Installation ofasphalt shingles shall comply with the GAF current
published instructions, using minimum
four pUnails per shingle inaccordance with FoC 1507.2.7orR9u5.2.6,with the following exceptions: Camelot,
Camelot |1, Grand Canyon, Grand Sequoia, Grand Sequoia |N,Gnand Sequoia ArmorShield' and Woodland require minimum five (
5)nails per shingle. o S|atelinerequires minimum six (6)nails per shingle.
6.3,2 Fasteners shall be in accordance with
manufacturer's published requirements, but not less than FBC%507'
2.6 orN905.2.s. Staples are not permitted, 63.3 Where the roof dope exceeds 21 units vertical in 12
units horizontal, special methods of fastening are
required. Contact the GAF for details. Exterior Research and Design, uc. Evaluation Report OIm6u1.0+RZZ umVkatevywwmwmwy" *mao a~
EDITION (zozr)rocwom'xv*zEVALUATION n10124-
n20 GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page ^v,a
TRINITY ERD
6.4 Hip & Ridge Shingles:
6,4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and
Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PIL S30 Roof & Flashing Sealant".
11,511, Sealant
292 rnm) sollante
25 mm) (25 mrn) Endud datamheite
Nail(
305 mrn
C!avo
65/8, - 7 5' '81 C 0"er
168 - 194 tom) I I
12'
305 nim)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1
Gun Grade Polyurethane Sealant or Henkel PIL Roofing and Flashing Sealant.
1'.5.
121 —
Ms M'r
6.43 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted,
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R22
Cerdfkate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 5 of 6
TRINITY ERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements 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; (847) 664-3281
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-1122
Cert#fcate ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 6 of 6
CBUCK Engineering
Speaclaftj Structural E=nc;)Ineac=rInq CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
MMI-2" Off Ridge Vent
Ridge Vent Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877) 358-7663
for
Florida Product Approval
FL 16568.1111
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: "MMI-2" Off Ridge Vent
Material: Steel
Support: Wood Deck
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer# 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 14-104-MM12-StORV-ER-14
Date: 2 / 26 / 15
Contents:
Evaluation Report Pages 1 - 7
iecwa E. $"I f. tlwvoMk
E N
No 31242
LU
0 STATE OF,
10 NA -e
C.gd ally ,gnvd by tames L. Bvck w, R C
CBUCK, Inc. 2015.03.02 10:57:51 -05'00'
1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net
FL#: FL16S88.1R1
Date: 2/26/15
0 0 Re No.:1 M2 E
w m m*m m
m
mm page 2of7
Product Name:
Product Category:
Millennium Metals, Inc.
MMI-2" Off Ridge Vent
mmCK,Inc. Certificate of Authorization #8064
PrpdmctSu6'Categury Roofing Accessories that are anIntegral part ofthe Roofing System Compliance Method:
State Product Approval Rule 61G20-3.005(2)(b) MM|-2"
Off Ridge Vent Description: Steel
off ridge vent for shingle roofs mechanically attached toPlywood Deck. Product Assembly ao
Refer toPage 4nfthis report for product assembly structural components: Evaluated: I. Off Ridge Vent
2.
Fasteners l Roof Cement
Support: Type:
Wood Deck Design
of support
and its
attachment to support framing is outside the scope of this evaluation.) Description: 15/3Z(min.)
orgreater
plywood,
or Wood plank (min.specific gravity
ofO.42) Slope: Performance: Wind Uplift Resistance Design
Uplift
Pressure: ' 75 PSF Allowable
design pressure for allowable stress
design (ASD) with a margin of safety ofJ&o1.
Engineering00eeWing
FL#: FL%6568.1R1
Date: 2/26/15
Report No,: 15-104mm2-StOm+sn-14
Page 3of7
CBmCK,Inc. Certifimte of Authorization #8m64
Performance Standards: The following test protocols were performed to demonstrate compliance with the
intent ofthe code usthis product isnot addressed specifically inthe code. ASTIVI E330-02 - Standard
Test Method for Structural Performance of Exterior Windows, Doors, Skylights and
Curtain N/oVs by Uniform S$obt Air Pressure Difference Code Compliance: The
product
described herein has demonstrated compliance with Florida Building 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 Ru|e61G2O^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 Ku|e61G2O-lUO5. Per
Rule 61G20-3.004,the Florida Building Commission |sthe authority toapprove products under "
Optional Statewide Approva|". Or)tion for armlication outside "
Limitations and Conditions of Use" Rule 61G20-3.005(l)(
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. w Refer toapplicable building code
section for ventilation requirements. Design ufsupport system isoutside the scope
ofthis report. Fire Classification is outside the scope of Rule 6IG20-
3, and is therefore not included inthis evaluation. This evaluation report does not evaluate
the use of this
product for use |nthe High Velocity Hurricane Zone code section. (Dade &8ruvvardCounties) Quality Assurance: The manufacturer
has demonstrated compliance of roof panel products
in accordance with the Florida Building Code and Rule 61GZ0-3.UO5(3)
for manufacturing under a quality assurance program audited by an approved quality assurance entity through
Keystone Certifications, Inc. (F8COrganization #: QUAlD24).
FL#: FL16560.1R1
Date: 2/26/16
0& C3
Re No.:mM2[
N=*. m m 0 m
Page 4 of 7
mmCK,Inc. Certificate of Authorization #8064
Components/Materials Ridge Vent: 1NM[2"Off Ridge Vent
by Manufacturer): Steel
Thickness: 26gauQe (min.)
Yield Strength: 4Oksimin.
Corrosion Resistance: |ncompliance with F8CSection 1507,4.3: w
A5TK4A792coated, or ASTIA
A6S3G9Ugalvanized steel Nominal Dimensions:
Width: 24"
Height: 4-
1/2" Lengths: 2',
4 6',D'and DT Fasteners); Base
Fastener:
Purpose: Attaches
Ridge Vent Base Flange UuDeck Type: Annular
Ring Shank Roofing Nails Size : 11gauge
x1-1/2" Corrosion Resistance: Per
FBCSection 1SO6.5 Standard: Per A5TK4F1667 Alternate
Fastener: Purpose: Attaches
Ridge Vent
Base Flange toDeck Type: Hex -Head Wood
Screw Size : #10« 1'1/
2" (min.) Corrosion Resistance: Per F8[
Section 1SU6.6and 1SO7.4.4 Standard: Per ANSI/ASIAE B18.
6.4 Roof Cement: Type: Asbestos -free
asphalt based
roof cement w/ SBSmbber Application Size 1/4"thick
minimum
FL #: FL16568.1F1
Date: 2/26/15
Re Nu.:MI
m w^0N 0°= m mm Page 5of7
cemCK,Inc. Certificate of Authorization #8064
Installation: Installation Method:
Refer to drawings on Pages 6-7 of this report.)
Prepare deck opening bytrimming any shingles 8k 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 ,oufunder|ayment. (Install cement
incompliance with manufacturer's installation 8uide|ines.) Position vent
flange beneath loosened shingles and align with deck opening. Attach vent
top, bottom and side flanges to deck with nails or screws spaced 4° m.c.
and 1-1/2"from each end. Minimum fastener
penetration thru bottom of support, 3/16". Install the °
K4K8|-2 Off Ridge Vent assembly in compliance with the installation method listed
in this report and applicable code sections ofFBCSth Edition (2014). The installation
method described herein is in accordance with the scope of this evaluation report.
Refer to manufacturer's installation instructions as a supplemental guide for
attachment. Referenced Data:
1. ASTME33U-02 Uniform Static Air Pressure Difference Test Architectural Testing,
Inc.(F8[Organization #TSTID: 1S27) Keport#: D0249.02-
450-18, Report Date: 8/29/13 l Quality Assurance
8yKeystone Cert0catiuns, Inc. (
QUA ID: 1824) Millennium Metals Licensee #423
3. Certification ofIndependence ByJames
LBuckner, P.E@
CBU[KEngineedng FB[Or8anizadon#ANE1916)
FL #: FL 16568.1 R1
Date: 2/26/15
CBUCK F=nq1nL=er1n(Q Report No.: 15-104-MM2-StORV-ER-14
Page 6 of 7
Speclalftj Structural Enginemering CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Millennium Metals, Inc.
MMI-2" Steel Off Ridge Vent Attached to Wood Deck
5- 1/ Z'
Profile Drawings
JZ'
Side View (Not To Scale)
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
MMI-2"
Steel Off Ridge Vent
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
Plywood Deck
Lower Slope
Front)
Typical Side View (Not To Scale)
Higher Slope
Back)
FL #: FL 16568.1 R1
Date: 2/26/15
n(Q
Report No.: 15-104-MM2-StORV-ER-14CBUCKEngineerlPage7of7
5pc=cIc5ItLj Structural E-rigIriemerfriq CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Millennium Metals, Inc.
MMI-2" Steel Off Ridge Vent Attached to Wood Deck
1 1/2" o.c.
1 1/2" 4" o.c.
4" o.c. Typical, Maximum
Typical Fastener(s)
Base Flange11GaugeRingShankRoofingNail
OR
10 min. Wood Screws
Top Plan View (Not To Scale)
Typical Fastening Pattern)
Nominal Lengths
4 Ft.
6 R.
8 Ft.
10 Ft. •
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
b, ,
op
10'
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screvr.
TWO=
Sanford Fire Department
1303 S. French Ave.
Sanford, Florida
32771
Phone: 407.302.1027 Fax: 407.302.1097
Florida Notary Renewal
6"
W
1 99.00 99.00
Sub -total
Grand Total
99.00
99.00
Comments:
For Lisa Antonini
Vendor
Florida Notary Association
Please attach all receipts and return to Fiscal Assistant
Person making purchase I Steve Fiorey Date of purchasel 05/09/2018