HomeMy WebLinkAbout3795 Night Heron Dr 18-1266COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100001
BUILDING APPLICATION ##FF: 18-10000100
BUILDING PERMIT NUMBER: 18-10000100
DATE: February 06, 2018
Cor3
p2 / sCO
UNIT ADDRESS: NIGHT HERON DRIVE 3795 17-20-31-502-0000-2170
TRAFFIC 20NE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: Park Square Enterprises LLC
ADDRESS: 5200 Vineland Road, Suite 200 ORLANDO FL 32811
LAND USE: Wyndham Preserve
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3795 NIGHT HERON DRIVE/ WYNDHAM PRESERVE
LOT 217 SFR DETACHED
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
SCHQOgS CO-WYDE ORD
SSingle Family Housing 51000.00 1.000 dwl unit 5,000.00
PARKS
00
LAW ENFORCE N/A
00
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
DAYS OF THERDATEDABOVEILBUT NO LATERNTRHARST WITHIN 45 CALENDAR
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
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 POP 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THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT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
GRANT IIALOY7 SENINOLE COUNTY
CLERK OF ,'IRCUIT COURT h CUIF'TROLLER
6-K9.:.21 Ps 1651 (1Pss)
CLERK'S T 2018048437
nECORDE_ 05/03/2018 02:1 4::'1 FTI
RECORDUNG FEES $1i.1•ilii
RECORDE-D FY lidevcr-a
THIS INSTRUMENT PREPARED BY:
Name: Tanis Pickering
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
NOTICE OF COMMENCEMENT
Permit Number. 18-1266
Parcel ID Number: 17-20-31-502-0000-2170
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement
1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Lot 217 Wyndham Preserve Plat Book 81 / Pages 93-102 3795 Night Heron Drive, Sanford FL 32773
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of a new single family residence
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811
Interest In property: Fee Simple
Fee Simple Title Holder (if other than owner listed above) Name- zt, Address:
4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000
Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811
5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A
Address: N/A Amount of Bond: N/A
8. LENDER: Name: Fifth Third Bank Phone Number.
Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number.
Address:
8. In addition, Owner designates of
to receive a copy of the L lent s Notice as provided in Section 713.13(1 Xb), Florida Statutes. Phone number.
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Vishaal Gupta, Executive Vice President
Slpnahue of O n r or Lessee, or &~sAr L (Pdnl Name and PmAde Sipnarery'e Tile(Offlee)
Aulhodzed OfBcer/Oreetm/PartnedLU a ) '
d',! //
State of Ft --County of a 1W
The foregoing insttrrument was cknow edged before me this day of /,r^"Y xa v
by d Who is personally known to me"O OR
1 leme
MIIt 0
who has produced identification type of identification produced: % P :•• . O.ACLAIiK
s
y EXPIRES: Junta 27, 2019
d tlWAW %u•iluopn No" Se-cr
Notary Sipnauae
CERTIFIED COPY G"P.INT h',A,LOY
CLERI' OF Tr:i: ":;Ci11T CC;)n
AN COMPY.". -.R
SEN" FLO"ID BY --
OEPUTY CLERK Date
e
t
MAR - e 2018
ON
CITY OF SANFORD
BUILDING 8t FIRE PREVENTION
PERMIT APPLICATION
Application No: 9 — l el (0
Documented Construction Value: $ V 0 Z 9 64%3, 00
3'795
Job Address:-9975•Night Heron Drive, Sanford, FL (Lot 217) Historic District: Yes No
Parcel ID: 17-20-31-502-0000-217-0 Residential ® Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: Construction of new single family residence
Plan Review Contact Person: Michelle Parkison Title: Permitting Manager
Phone: 407-529-3135 Fax: Email: mnarkison(cb-parksguarehomes.com
Property Owner Information
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
Phone: 407-529-3000
Resident of property? :
Contractor Information
Name Park Square Homes/ Vishaal Gupta
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
No
Phone: 407-529-3000
Fax: 407-529-3001
State License No.: CRC1330351
Arch. / MJS Home Designs
Architect/Engineer Information
Arch. 407-629-6711
Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606
Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789
Street: Eng./ PO Box 530783, Debate FL 32753 Fax:
City, St, Zip: E-mail:
Bonding Company:
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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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 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.
i 3 • • r _ i. 3.8 • 8
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Vishaal Gupta Vishaal u to
Print OwnterlAgengi Name Print Cont ctor/Agent's Na to
g•g 3818
i tur o Notary- toe of Florid Date Lure of Notary- to of rida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is ' Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [j? Electrical a Mechanical g Plumbing[B Gas[] Roof
Construction Type: Occupancy Use: .15 Flood Zone: K-6EZ
Atr K d
Total Sq Ft of Bldg: Min. Occupancy Load: 1-4 # of Stories: I
New Construction: Electric - # of Amps ZOO Plumbing - # of Fixtures (o
Fire Sprinkler Permit: Yes No El # of Heads
APPROVALS: ZONING 41,60 UTILITIES:
COMMENTS:
ENGINEERING: VW<< 3 -Z1416 FIRE:
Ok to construct single family home
with setbacks and impervious area
shown on plan. 49 A °lo i^^P-
110u M0.rgak-e 1\-A r t C"L
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: UG .S 9• IS
Revised: June 30, 2015 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
D
PERMIT APPLICATION
Application No: f 9 - J
Documented Construction Value: $ 125.625.00
Job Address: 3975 Night Heron Drive, Sanford, FL (Lot 217) Historic District: Yes No
Parcel ID: 17-20-31-502-0000-217-0 Residential ® Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: Construction of new single family residence
Plan Review Contact Person: Michelle Parkison Title: Permitting Manager
Phone:407-529-3135 Fax: Email:mparkisonlCJaparksguarehomes.com
Property Owner Information
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
Phone: 407-529-3000
Resident of property? :
Contractor Information
Name Park Square Homes/ Vishaal Gupta
Street: 5200 Vineland Rd Suite 200
No
Phone: 407-529-3000
Fax: 407-529-3001
City, State Zip: Orlando, FL 32811 State License No.: CRC1330351
Arch. / MJS Home Designs
Architect/Engineer Information
Arch. 407-629-6711
Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606
Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789
Street: Eng./ PO Box 530783. Debacy FL 32753 Fax:
City, St, Zip: E-mail:
Bonding Company:
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, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code
Revised: June 30.2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
3•a-r 3.8•18
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Vishaal Gupta Vishaal u to
Print Owner/An Name Print Con ctor/Agent's Nat to Oo
g• g 3.8•cP tuo
ry- to a of Flori Date cure of No ate of ride Date Owner/
Agent is Personally Known to Me or Contractor/Agent is ' Personally Known to Me or Produced
ID Type of ID Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[-] Gas[] Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: COMMENTS:
of
Heads Fire Alarm Permit: Yes No UTILITIES: &
3 -/ -'- WASTE WATER: ENGINEERING:
FIRE: BUILDING: Revised:
June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
PARK SQUARE HOMES SFR-DETACHED
Permit a
BUILDING PERMIT
Min Max Ins ection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
A AA MAQ Q.
4ELECTRICAIL,PERMIT
Min Max Ins ection Descri tion
10 Underground Electric
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
Inspection DescriptionMinMax
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
MECH NIC^%AL PERMIT^
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Michelle Parkison Firm: Park Square Homes
Address: 5200 Vineland Road, Suite 200
City: Orlando State: FL Zip Code: 32811
Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com
Property Address: 3975 Night Heron Drive
Property Owner: Park Square Enterprises, LLC
Parcel identification Number: 17-20-31-502-0000-2170
Phone Number: 407-529-3000 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
O 'F Csl US L
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: 0 floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1266
Reviewed by: Michael Cash, CFM Date: March 27, 2018
i
P I Application for Paved Driveway, Sidewalk or
11 Walkway Including Right -of -Way Use & lvoFr4n,_t Landscaping in Right -of -Way
www.sanfordfl.gov Department of Planning & Development Services
300 North Park Avenue, Sanford, Florida 32771
Phone:407.688.5140 Fax:407.688.5141
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or '
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the iim.We.rtiltelow
size and location of the existing right—of-way and use shall be provided or application could be delayed. Cellbetanyouelp.
1. Project Location/Address:
2. Proposed Activity: 0 Driveway Walkway Other:
3. Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of work: Construction of new driveway for new single family residence
This application is submitted by.
Pub tAtec
Signature: Print Name: Vishaal Gupta
Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811
Phone: (407) 529-3135 Fax: Email: mparkisor@parksquarehomes.com Date:3 $' I
Maintenance Responsibilities/Indemnification
The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This
shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization,
remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways,
utilities, stornwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does
not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous
condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestofs expense and, if necessary, file a lien on the
Requestoes property to recover costs of restoration.
To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct,
indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of
defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or
connected with the use of the City's right-of-way.
I have read and understand the above statement and by signing this application I agree to its terms.
Signature: Date:
This permit shall be posted on the site during construction.
Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection.
Pre -pour Inspection by: Date:
Application No:
Reviewed:
Public Works
Utilities
Approved:
Engineering
Site Inspected by:
Special Permit Conditions:
Official Use Only
Fee: Date:
Date:
Date:
Date: *3
Date:
November 2015 ROW Use Driv"ay.pdr
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 3.8 • (£'s
1 hereby name and appoint: David Mercer
an agent of: Park Square Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and `application for work located at:
1q t 91rC ti1 _L1r.VQf
Street
Expiration Date for This Limited Power of Attorney: le)
License Holder Name: Vishaal Gupta
State License Number: CRC1330351
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this day of ,
200 , by Vishaal Gupta who is q(personally known
to me or o who has produced as
identification and who did (did not) t n oath.
i ature
Notary Seal
Y "••.,, MICHELLE PARK Print or type name
p .. Notary Public - State of Florida
Commission # GG 157861
My Comm. Expires Nov 5, 2021 Notary Public -State of r tf
y;;; .•'f B=Wthm*NetlanelNO Aeen. Commission No.C— fn i57p'& 1
My Commission Expires: it It 51,90--Xi
Rev. 08.12)
Page 1 of 1
THIS INSTRUMENT PREPARED BY AND
UPON RECORDING, PLEASE RETURN TO:
R. Travis ReM Esq.
GODBOLD, DOWNING, BILL & RENTZ, PA
222 W. Comstock Avenue, Suite• l01
Winter Park, FL 32789
I IIIIII IIIII IIIII lIII1 IIIII IIIII I(II IIII
GRANT MALOY, SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & COMPTROLLER
BY, 3965 Pis 144-147 (09s )
CLERK'S t 2017070301
RECORDED 133/1)?:/2017 09:40:5$ AM
DEED DOC TAX 525e116.01)'
RECORDING FEES 435.hO
RECORDED BY hdevore
SPACE ABOVE THIS LINE FOR RHCORDING DATA] -----
SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED is made and entered into as of the 2nd day of
August, 2017, by and between BRISSON INVESTIMNTS, LLC, a Florida limited liability
company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801
Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability
company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee").
Wherever used herein, the terms "Grantor" and "Grantee" shall be deemed to include all the
patties to this Special Warranty Deed and the heirs, legal representatives and assigns of
individuals and the successors and assigns of corporations. The singular shall be deemed to
include the plural, and vice versa, where the context so permits.
WITNESSETH:
THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and
other good and valuable considerations, the receipt and sufficiency of which is acknowledged by
Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that
certain real property together with the improvements thereon (hereinafter collectively referred to
as the "Real Property") in Seminole County, Florida, more particularly described as follows:
See Exhibit "A" attached hereto and Incorporated herein by
this reference.
TOGETHER WITH all the tenements, hereditaments and appurtenances thereto
belonging or in any way appertaining.
TO FIAVE AND TO HOLD the same unto Grantee in fee simple, forever.
AND Grantor hereby fully warrants the title to the Real Property and will defend the
same against the lawful claims of all persons claiming by, through or under the Grantor, but not
otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set
forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by
reference hereto, shall -not serve -to reimpose same.
Book8965/Page144 CFN#2017078301 Page 1 of 4
httD://officialrecordsbv.seminoleclerk.ororowserView/ 8/24/2017
Page 1 of 1
IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be
executed as of the day and year first above written.
Signed, Sealed and Delivered
in the Presence of:
U
Print Name-kscde.e-S CL (') -Pape—
Print Name: 12. Travis Rentz
STATE OF FLORIDA
COUNTY OF ORANGE
GRANTOR:
BRISSON IIVVESTIVIENTS LLC,
a Florida limited liability company
By: ml/ .
Ro rt tkiss
Authori epresentative
The foregoing instrument was acknowledged before me this 2 day of July, 2017, by
Robert Zlatkiss, as Authorized Representative of Brisson Investments LL'C, a Florida limited
liability company, on behalf of said entity. He is personally known to me or has-p;cduce&
tA.08"Vi
ao watPAMF M
wAMaes ead
anwlbmrPuaoutlr.eri. Book8965/
Pagel45 CFN#2017078301 ME -
NotaryPublic, State of on Seal)
Page
2 of 4 httD:
Hofficialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017
4 Page 1 of 1
Exhibit "A"
Legal Description
Lou 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106,
107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 14% 150, 155, 156, 157, 162, 163,
164, 179, 180, 210,211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and
238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93
through 102, inclusive, Public Records of Seminole County, Florida.
Book8965/Pagel46 CFN#2017078301 Page 3 of 4
http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017
Page 1 of 1
Exhibit "B"
Permitted Exceptions
Annexation Ordinance recorded October 13, 2005 in Book 5950, Page -1.143.
2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835,
Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and
recorded September 11, 2014 in Book 8330, Page 60.
3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability
company and Brisson Investments LLC, a Florida limited liability company, recorded
October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement
recorded October 26, 2016'in Official Records Book 8793, Page 289.
4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102,
inclusive.
S. Declaration and Dedication of Avigation Easement and Related Covenant and
Agreements recorded May 17, 2017 in Book 8916, Page 1019.
6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham
Preserve recorded July 5, 2017 in Book 8947, Page 158.
7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112).
Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113).
Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114).
10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental
Authorities.
Book8965/Page147 CFN#2017078301 Page 4 of 4
httD://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017
RECORD COPY
FORM 8405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Lot 217 Margate II A RHG Bed4 - E Builder Name:
Street: 3795 Night Heron Drive Permit Office: City of Sanford BV/
loCity, State, Zip: Sanford , FL, Permit Number: # 1 8 _ 1 2 66 ,,cc --
Owner: Park Square Homes Jurisdiction: 691500 9 4/ coDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zon "qq!) C:p Q
E 1
1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sgft.) Insulatio a
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R-4.1 1596.00 ft2
b. Frame - Wood, Adjacent R=11.0 270.67 ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R. ft2
10. Ceiling Types (1966.0 sqft.) Insulation Area
5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1966.00 ft2
6. Conditioned floor area above grade (W) 1966 b. N/A R= ft2
Conditioned floor area below grade (112) 0
c. N/A
11. Ducts
R= ft2
R ft2
7. Windows(194.2 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 393.2
a. U-Factor: Dbl, U=0.55 114.90 ft2
SHGC: SHGC=0.22
b. U-Factor: Dbl, U-0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25 a. Central Unit 28.6 SEER:16.00
c. U-Factor: Dbl, U=0.54 15.33 W
SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency
d. U-factor: N/A ft2 a. Electric Heal Pump 27.8 HSPF:9.00
SHGC:
Area Weighted Average Overhang Depth: 3.064 ft.
Area Weighted Average SHGC: 0.232 14. Hot water systems
a. Electric Cap: 50 gallons
8. Floor Types (1966.0 sgft.) Insulation Area EF: 0.900
a. Slab -On -Grade Edge Insulation R-0.0 1966.00 ft2 b. Conservation features
b. N/A R. ft2 None
c. N/A R. ft2 15. Credits Pstat
Glass/Floor Area: 0.099
Total Proposed Modified Loads: 55.98 PASSTotalBaselineLoads: 59.03
I hereby certify that the plans and specifications covered by Review of the plans and HE Srg7
this calculation are in compliance with the Florida Energy specifications covered by this v0
Code. Digitally signed by Michael
Michael ConwaV,Conwar
calculation indicates compliance
the Florida Energy Code. rnn '• '_ -°. ="„ O
PREPARED BY: ,r -Oate 2018.02.23 13:4851 -0S'00
with
Before construction is completedP
DATE: this building will be inspected for
Cd _
O a
compliance with Section 553.908 f
1 hereby certify that this build' as e ' ned, is in compliance Florida Statutes.
with the Florida Energy
OWNER/AGE BUILDING OFFICIAL:
DATE: 3'8' DATE: S 8 $
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.:
Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house.
2/23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4
I 761TLI: rAT-WITWA PROJECT
Title:
Building
Type: Owner
Name: of
Units: Builder
Name: Permit
Office: Jurisdiction:
Family
Type: New/
Existing: Comment:
Lot
217 Margate II A RHG Be Bedrooms: 4 User
Conditioned Area: 1966 Park
Square Homes Total Stories: 1 1
Worst Case: No Rotate
Angle: 180 City
of Sanford Cross Ventilation: No 691500
Whole House Fan: No Single-
family New (
From Plans) Address
Type: Lot #
Block/
Subdivision: PlatBook:
Street:
County:
City,
State, Zip: Street
Address 217
WP
3795
Night Heron Drive Seminole
Sanford ,
FL,
CLIMATE
Design
Location Design
Temp TMY
Site 97.5 % 2.5 % Int
Design Temp Heating Design Daily Temp Winter
Summer Degree Days Moisture Range FL,
Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS
Number
Name Area Volume 1
Blockt 1966 18283.8 SPACES
Number
Name Area Volume Kitchen Occupants Bedrooms InfiIIO Finished Cooled Heated 1
Main 1966 18283.8 Yes 5 4 1 Yes Yes Yes FLOORS
Floor
Type Space Perimeter R-Value Area rile Wood Carpet 1
Slab -On -Grade Edge Insulatio Main 171 ft 0 1966 ft2 0.29 0 0.71 ROOF
Type
Roof
Gable Roof Materials
Area Area Color Solar
Absor.
SA
Emitt Tested
Emitt
Deck Pitch Tested
Insul. (deg) 1
Hip Composition shingles 2199 ft2 0 112 Dark 0.9 N 0.9 No 0 26.6 ATTIC
Type
Ventilation Vent Ratio (1 in) Area RBS IRCC 1
Full attic Vented 300 1966 ft2 N N CEILING
Ceiling
Type Space R-Value Ins Type Area Framing Frac Truss Type 1
Under Attic (Vented) Main 30 Blown 1966 ft2 0.1 Wood 2/
23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Belo
Space w
1 N=>S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft2 0 0 0.8 0
2 E->W Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0
3 N Exterior Concrete Block - Int Insul Main 4.1 50 0 9 4 466.7 ft2 0 0 0.8 0
4 W=>E Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ft2 0 0 0.8 0
5 SE Garage Frame - Wood Main 11 29 0 9 4 270.7 ft2 0 0.25 0.8 0
DOORS
Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 W=>E Insulated Main None 4 3 8 24 ft2
2 -=>SE Wood Main None 46 2 8 6 8 17.8 ft2
WINDOWS
Orientation shown is the entered orientation => chanced to As Built rotated 180 degrees).
Wall Overhang
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening
1 n=>S 1 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None
2 e=>W 2 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None
3 e=>W 2 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 6 It 0 in 1 ft 0 in None None
4 S->N 3 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None
5 S=>N 3 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds None
6 w=>E 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 9 It 8 in 1 ft 0 in None None
7 W=>E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 It 0 in 0 ft 6 in Drapes/blinds None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 393 ft2 393 ft2 56 ft 9.3 It 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000414 2133.1 117.1 220.23 .302 7
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1
2/23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2017
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1
HOT WATER SYSTEM
System Type SubTpe Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.9 50 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert Company Name System Model # Collector Model # Area Volume FEF
None None ft2
DUCTS
Supply — Return -- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
1 Attic 6 393.2 ft Main 98.3 ft2 Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans: N
Cooling(r jj
HeatinH Jan [
j jj Feb Jan
H Feb jj
Mar NMarj
j Apr j j
Apr j j
Ma rXj Jun rX Jul j
May [ ] Jun j ] Jul X
Au j
Aug jX)
Se j ]
Sep j
Oct Oct
N Nov
Nov
Dec
HDec
Ventin [ J Jan [ ]Feb XJ Mar X) A r [ Ma [ ]Jun [ ]Jul Au Se XJ Oct Nov Dec Thermostat
Schedule: HERS 2006 Reference Hours Schedule
Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (
WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM
80 80 78 78 78 78 78 78 78 78 78 78 Cooling (
WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM
78 78 78 78 78 78 78 78 78 78 78 78 Heating (
WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68 66 66 Heating (
WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM
68 68 68 68 68 68 68 68 68 68•• 66 66 2/
23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
Florida Building Code, Energy Conservation, 6th Edition (2017)
Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods
ADDRESS: 3795 Night Heron Drive Permit Number:
Sanford , FL ,
MANDATORY REQUIREMENTS See individual code sections for full details.
SECTION R401 GENERAL
R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.4.1 through R402.4.5.
Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to
comply with Section C402.5.
R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction.
R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance
with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required
by the code official, an approved third parry shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air
changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in
accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or
an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing
buildings in which the new construction is less than 85 percent of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended
weatherstripping or other infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond
intended infiltration control measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
S. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where
using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the
fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or
AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
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MANDATORY REQUIREMENTS - (Continued)
R402.4.4 Rooms containing fuel-buming appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to
open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or
enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements
of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be
fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it
passes through conditioned space to a minimum of R-8.
Exceptions:
Direct vent appliances with both intake and exhaust pipes installed.continuous to the outside.
Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
SECTION R403 SYSTEMS
R403.1 Controls.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways
for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section
C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below.
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or
7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in
accordance with Section R403.3.3.
R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent
of the design airflow rate when tested in accordance with ASHRAE 193.
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the
manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the
entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the
test.
Exceptions:
1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building
thermal envelope.
2. Duct testing is not mandatory for buildings complying by Section 405 of this code.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.
R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.
R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that
caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause
degradation of the material. Adhesive tape shall not be permitted.
R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in
accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.
Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible.
R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return
pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited.
Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the
occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and
when there is no demand for hot water.
R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or Ul 515. Controls for such systems
shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance
with the times when heated water is used in the occupancy.
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MANDATORY REQUIREMENTS - (Continued)
R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'A inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.5.6 Water heater efficiencies (Mandatory).
R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable
of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature
setting range shall be from 1000F to 140°F (38°C to 606C).
R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
combustion types of service water -heating systems to be turned off.
R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate
water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1.
R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar
water -heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation
including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that
close when the ventilation system is not operating.
R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be
powered by an electronically commutated motor.
R403.6.2 Ventilation air. When installed to function as a whole -house mechanical
ventilation system, fans shall meet the efficacy requirements of Table R403.6.1.
1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable
Indoor Air Quality, shall be the maximum rates allowed for residential applications.
No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,
crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas.
If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be
insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10
otherwise.
R403.7 Heating and cooling equipment (Mandatory).
R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that
affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such
as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency
rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed.
TABLE R403.6.1
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
FAN LOCATION AIRFLOW RATE MINIMUM
CFM)
MINIMUM EFFICACY a
CFM/WATT)
AIRFLOW RATE MAXIMU
CFM)
Range hoods Any 2.8 cfm/watt Any
In -line fan Any 2.8 cim/watt Any
Bathroom, utility room 10 1.4 cfm/watt 90
Bathroom, utility room 90 2.8 cfm/watt Any
For SI: 1 cfm = 28.3 Urnin. a. When tested in accordance with HVI Standard 916
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MANDATORY REQUIREMENTS - (Continued)
R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less
than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's
expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb
temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded
performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature.
Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2.
When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of
equipment may be sized in accordance with good design practice.
R403.7.1.2 Heating equipment capacity.
R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section
R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if
the design heating load is 1.15 times greater than the design cooling load.
R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.7.1.
R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.7.1.
R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:'
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403.
R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building,
shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (104C), and no
precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.86C).
R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas
shall be in accordance with Sections R403.10.1 through R403.10.5.
R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an
integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation
of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the
power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots.
R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule
shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this
section.
Exceptions:
1. Where public health standards require 24-hour pump operation.
2. Pumps that operate solar- and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from. -on -site renewable generation.
R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at
the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered
energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required.
R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural or LP gas shall not have continuously burning pilot lights.
2/23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5
R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the
requirements of APSP-14.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1 Lighting equipment (Mandatory). Fuef gas lighting systems shall not have continuously burning pilot lights.
2/23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5
FORM R405-2017
ENERGY PERFORMANCE LEVEL EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* 95
The lower the EnergyPerformance Index, the more efficient the home.
3795 Night Heron Drive, Sanford, FL,
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 ft2
b. Frame - Wood, Adjacent R=11.0 270.67 ft2
3. Number of units, if multiple family 1 c. N/A R. ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types Insulation Area
S. Is this a worst case? No a. Under Attic (Vented) R-30.0 1966.00 ft2
6. Conditioned floor area (W) 1966 b. N/A R= ft2
7. Windows" Description Area
c. N/A
11.
R= ft
R ft2
a. U-Factor: Dbl, U=0.55 114.90 ft2 a.. SSupup: Attic, Ret: Main, AH: Main 6 393.2 SHGC:
SHGC=0.22 b.
U-Factor: Dbl, U=0.58 64.00 ft2 SHGC:
SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c.
U-Factor: Dbl, U=0.54 15.33 ft2 a. Central Unit 28.6 SEER:16.00 SHGC:
SHGC=0.25 d.
U-Factor: N/A ft2 13.
Heating systems kBtu/hr Efficiency SHGC:
a. Electric Heat Pump 27.8 HSPF:9.00 Area
Weighted Average Overhang Depth: 3.064 ft. Area
Weighted Average SHGC: 0.232 8.
Floor Types Insulation Area 14. Hot water systems Cap:
50 gallons a. Electric a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2EF: 0.9 b.
N/A R= ft2 Conservation
features c.
N/A R= ft2 None
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 wise, a new EPL Display Card will be completed based
on installed Code co t featured Builder
Address
of New Home: Date
3.8• (E City/
FL Zip: Note:
This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (
EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.
com or see the EnergyGauge web site at energygauge.com for information and a list of certified
Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission'
s support staff. Label
required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/
23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
wrightsoft• Project Summary
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate If ARHG ...
Date: 02/23/2018
By. MC/LM/MC
Plan: RHG
7225 Sardsoove Coat Site 1, W irtar Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 629.9307 Web: wvmOreStopCoolirgmrn License: CAC032444
Project Information
For: Park Square Homes
3795 Night Heron Drive, Sanford, FL
Notes:
Weather: Orlando Intl AP, FL, US
Winter Design Conditions
Outside db 42 OF
Inside db 68 OF
Design TD 26 OF
Heating Summary
Structure 18146 Btuh
Ducts 3102 Btuh
Central vent (0 cfm) 0 Btuh
none)
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 21248 Btuh
Infiltration
Method
Construction quality
Fireplaces
Simplified
Semi -tight
Area ff i
Heating Cooling
5 1965
Volume (113) 18272 18272
Air charges/hour 0.26 0.14
Equiv. AVF (cfm) 79 43
Heating Equipment Summary
Make Trane
Trade TRANE
Model 4TWR6030H1
AHRI ref 7562380
Summer Design Conditions
Outside db 92 OF
Inside db 75 OF
Design TD 17 OF
Daily range M
Relative humidity 50
Moisture difference 47 grAb
Sensible Cooling Equipment Load Sizing
Structure 17781 Btuh
Ducts 36 hvent (0 dm) 0
none)
Blower 0 Btuh
Use manufacturer's data n
Rate/svAnq multiplier 0.97
Equipmenlsensible load 20899 Btuh Latent
Cooling Equipment Load Sizing Structure
2346 Btuh 620
Centralvent (0 cfm) Bttuuh none)
Equipment
latent load 2974 Btuh Equipment
Total Load (Sen+Lat) Req.
total 0.75 SHR 23873
2.
3 Btuh
ton
capacityatCooling
Equipment Summary Make
Trane Trade
TRANE Cond
4TWR6030H1 coil
TEM6A0B30H21++TDR AHRI
ref 7562380 Efficiency
9 HSPF Efficiency 13.0 EER,16 SEER Heating
input Sensible cooling 21450 Btuh Heating
output 27800 Btuh @ 47°F Latent cooling 7150 Btuh Temperature
rise 27 OF Total cooling 28600 Btuh Actual
air flow 953 cfm Actual air flow 953 cfm Air
flow factor 0.045 cfm/Btuh Air flow factor 0.044 chM3tuh Static
pressure 0.50 in H2O Static pressure 0.50 in H2O Space
thermostat Load sensible heat ratio 0.88 Capacity
balance point = 35 OF Backup:
n/a n/a Input =
0 kW, Output = 0 Btuh,100 AFUE Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft'
2018-Feb-23133756 Riga-
Siteftriversa12018 1a.0.11 RSU25029 Page 1 eed4 .
E1Lot 217 Margate 0 A RHG 8ed4 . EJW Cale. Ml8 Frort Door races E
wrightsoft' Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate II ARHG Bed..
Date: 02/23/2018
BYY. Mc/LM/Mc
Pfan: RHG
7225 Sandsmoe Court, Sute 1, Winter Park, FL 32792 Phore: (407) 629. 6920 Fax (407) 629 - 9307 Web: wwwOne topCoolirg com license: CAC032444
1 Room name Endre House WEED
2 fboosed Well 171.0 R 225 0
3 Room height 93 R d 9.3 R heattad
4
5
R3om dimensions
Room area 1964.8 IP
1.0 x 2215 R
221.5 IP
Ty Construction
nu
U-jalue
B 1 (& -+)
Or HTM
BQ+MP)
Area
or Perim11?)
R)
Load
8Gfi) or perimeter (M B h)
Heat Cool Gross NrP/5 Heat Cod Gross NIPS Heat cool
6 13A-406 0.143 ne 3,73 2.75 465 426 IS91 1174 a.0 0 0
G 4A5-20m
485-20rn
0550
0.640
re
no
14.35
14.09
2235 33
6
0
0
469
85
731
144
0
0
0
0
0
0
0
0C
Vjl 13A4ocs 0.143 as 3.73
23.92
2.75 195 146 544 401 0 0 0 0
11 4AS-20m 0540 se 14A9 14M 9 9 132 137 0 0 0 0
4A5.2om 0550 se 1435 20.74 16 3 235 339 0 0 0 0
yl
L-0
1100 - .- - ..---.
13A-4os
0-w
0.143 se9N 10.18
3.73
11,88
2.75
24
558
24
525
244
1961
285
1446
0
56
0
56
0
208
0
154
4AS-2om _ .. _....
13A-40cs
M&I
0.143
as
nw
14M
3.73
21.66
2.75
33
372
4
275
469
1028
708
758
0
153
0
121
0
451
0
332
4A5-2om
4AS-2omd•
05W
0580
nw 1435
15.14
2235
27.14
33
64
0
0
469
969
731
1737
33
0
0
0
469
0
731
0
PII --
0
12C-09w
11130. _
16&30ad
0.091
03M
OA32
r1w
n
2.38
10.18
0.84
1.42
1188
1.73
270
18
1965
252
18
1965
598
182
1641
356
212
3392
6
0
222
0
0
222
a
0
185
0
0
382C
F . 22A-o rn _ -- 1.180 r. 30.80 0.00 1965 171 5266 0 222 693
6 c) AED ewurson 669 218
Envelope losstain 15882 13218 2006 1817
12 a) Infiltration 2265 813 298 107
b) Room vtlndWon 0 0 0 0
13 trmernalgairm Ooslpamo 230 5 1150 2 460
Appliancesbther 2600 0
Subtotal (lines 6 to 13) 18146 17781 2304 2384
Less eAemal load 0 0 0 0
Less nnsfer 0 0 0 0
Redistribudon 0 0 0 0
14 Subtotal 18146 17781 2304 2384
15 Due loads 1 1N. 21%1 3102 3676 17% 21% 394 493
Total room load I 1 1 21248 21457 2698 2876
Air required (dm) 953 953 1 121 128
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A—'—- wrI_ P 'gstt- 2018-Feb-231337SS
A """' Right-Sute®Uriversa12018 18.0.11 RSL125029 Page 1
eed4 - EUt 217 Margam II ARHG 8ed4 - E.rup Calc. W S Frort Door faces: E
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate II ARHG Bed..
Date: 02/23/2018
BYY. MC/lJN/MC
Plan: RHG
7225 Sandsome Court, Sum 1, Winter Parr FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wNwOneStopCoolirgmm License: CAC032444
1 Room name MWIC1 MWC
2 Exposed wall 12.0 ft 35 ft
3 Room height 9.3 It heattool 93 ft heat/mol
4 Rdom dimensions 6.0 x 6.0 It 6.0 x 35 It
5 Room area 36.0 F 21.0 W
Ty C tsrumon
number
U-value
B uh4FLn
Or HTM
StuhM
Area (fir)
or perimeter (ft)
Load
Bluh)
Area (fM
or perimeter (ft)
Load
8tuh)
Heat Cool Gross NAPS Heat Cool Gross NrP/S Heat Cool
6 13A-40 s . 0A 43 ne 3.73 275 56 56 208 154 39 33 121 90
4AS-2orn 0.550 no 14.35 2235 0 0 0 0 0 0 0 0
485-21m O-W ne 14.09 23.92 O 0 0 0 0
Q
0 0 0
13A-4ors 0.143 se 3.73 2.75 0 0 0 O 0 0 O
11 G 4AS2om 0540 se 14.09 14M 0 0 0 0 0 0 0 0
4A5.2orn 0550 se 1435 20.74 0 0 0 0 0 0 0 0DG1100039010.18 11.88 0 0 9 0 0 0 0 0
13A-4as 0.143
se
sw 3.73 2.75 0_ 0 0 0 0 0 0 0
4AS-20m __... _......
13A-4as
OSM
0.143
su
nw
1435
3.73
21.66
275
0
56
0
56
0
208
0
154
0
0 0 0
0
0
TVj/ 4A5-2orn
4A5-2omd
0550
0580
nw
r1w
1435
15.14
22M
27.14
0 0
0
0
0
0
0
0
a
0
0
0
0
0
0f'
P
L-0
12C-09w
11 DO
16B-30ad
OD91
0390
0.032
n.
2.38
10.18
0&t
1.42
11 M
1.73
0
0
0
36
0
0
36
0
0
30
0
0
62
0
0
21
0
0
21
0
0
18
0
0
36C
F- . 22A-cpm 080 30.80 0.00 36 12 370 0 21 4 108 0
6 c) AED excursion 15 5
nvelEopebssbain ale 355 247 121
12 a) Infiltration 159 57 46 17
b) Room ventilation 0 O 0 0
13 hiernalgains: Ooalpants@ 230 0 0 0 0
ApplianorAMer 0 0
Subtotal pines 6 to 13) 975 412 293 138
Less extemal load 0 0 0 0
Lesstranster 0 0 0 0
Redistribution 0 0 0 0
14 Sublotal 975 412 293 138
15 Dualoads 1 21% 167 85 176A 21%1 50 28
Total room bad 1142 497 343 166
Air required (dm) 51 22 15 7
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
4r wrlgtitaoft- 2018-Feb-23133756
lotak
f"^
Right-SuI"UrMrsal2018 18.0.11 RSL12SO29 Page 2
Sed4 . E1Lot 217 Margate 11 A RHG Be& - Exup Cale- MA Frort Door laces: E
wrightsoft* Right-J® Worksheet Job: Lot 217 Margate 11 ARHG Bed..
Entire House
Date: 02/23/2018
B . MC/LM/MC
One Stop Cooling and Heating wn: RHG
7225 Sandscove Coun, Suite 1, Wirfer Parr FL 32792 Phone: (407) 629 - 6920 Fax: (4071629. 9307 Web: wrnuOreStopCoolirgcom Ucerse: CAC032444
1 Room name METH MWIC2
2 Exposed well 9.0 R 0 8
3 Room height 9.3 8 heatkool 93 R heaNmol
4 Room dimensions 1 A x 95A 8 1.0 x 521 It
5 Room area ass IP 521 fF
Ty Construction U-+value Or HTM Area (fF) Load Area (fM Load
number BtuhRR°F) Btuh" or perimeter (It) 81uh) or perimeter (11) uh)
Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod
6 13A-40CS4 0.143 ne 3.73 2.75 84 78 290 214 0 0 0 0
4AS-20m 0550 no 14M 22.35 0 0 0 0 0 0 0 0
48S211n... 0540 ne 6 0 85 144 0 0 0
VVjjll 13A-40rs 0.143 se
14A9.
3.73
2392
275 0 0 0 0
0
0 0 0 0
1 t 4A5-2om 0-w se 14.09 14.63 0 0 0 0 0 0 0 0
4A5.2om 0550 se 14M 20.74 0 0 0 0 0 0 0 0
1100 0" se 10.18 1188 0 0-... 0- 0 0....
yl
L-(`
13A-4ors 0.143 sv 3.73 275 0
0
0 0 0 0 0 0 0
4A5.2om_ ...__. .-- 0550 am. 1435 21.66 0 0 0 0 0 0 0 0
v 1 13A-40 s 0.143 nw 3.73 275 0 0 0 0 0 0 0 0
4AS-2orn 0550 nw 1435 2235 0 0 0 0 0 0 0 01— J. 4AS-2omd 0580 nw 15.14 27.14 0 0 0 0 0
R
L--0
12C-09w 0.091 238 1.42 0 0 0 0 0 0 0 0
1160 0390 n 10.18 11.88 0 0 0 0
C.. 1613•30ad 0.032 0.84 1_73 96 80 6 52 42 44 90
F _ 22A-ern . _ _ ._ 1.180 30.80 0.00 96
96
9 2 0 52 0 0 0
6 c) AED exdurson AS 3
Ernelope loss/gain 732 504 44 87
12 a) Infiltration its 43 0 0
b) Room ventilation 0 0 0 0
13 Internal gains: Ooalpants@ 230 0 0 0 0
Appliarloeslother 0 0
Subtotal (lines 6 to 13) 851 546 44 87
Less eAemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 851 546 44 87
i5 Ductloads 170/e 21%1 145 113 179% 21% 7 18
Total room load I 996I 659 51 105
Air required (dm) 45 29 2 s
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
Right-Suite®Uriversa1201818.0.1t RS1125029
2018-Feb-23133738Page3
Bed4 - E\Lot 217 Margate 11 A RHG Sed4 - E.rup Cale - MJB From Door faces: E
wrightsof , Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate II A RHG Bed..
Date: 02/23/2018
Mn: MC/LM/MCMRHG7225
Sandsmve COLA Sute 1. Winter Park FL 32792 Phone: (407) 829.6920 fax: (407) 629 - 9307 Web: wwwOreSlopCoolirgmm Ueerre: CAC-0324441
Room name FAM CAFE 2
Ewell 33.0 fl 9.0 Q 3 Room
height 93 R heaftol 93 R heatktool 4 5
Room
dimensions
Room area
1.0
x 291.0 fl 291 A
Ip 175 x
9A 6 1575 fP
Ty C
Wyudon U-value Cr HTM Area (11% Load Area (W) Load number BluhAL
I) Bdhffa or perimeter (it) B¢1h) or perimeter (R) 8tuh) Heat Cod
Gross NrP/S Heat Cool Gross NrP/S Heat Cool 6 y/
13A-flocs 0.143 ne 3.73 2.7s 0 0 0 0 0..0 0 0 04A5.2om
055o no 1435 22M 0 0 0 0 0 0 0 0 C I--C
485-21m a540 ne 14.09 2392 0 o 0 0 a 0 a 0. 111¢lll
3Aa«s 0.143 se 373 2.75 o o a o 0 0 o a 4As-2om
054o se 14DS 14.63 0 o a 0 0 0 0 0 4A5-2om
0—Sw se 1435 20.74 0 0 0 0 0 0 0 0 1100 03M
0. 0 0- 0 0 0 0 yl 13A-
40rs - — 0.143 se sw
10.
18
3.73
11.88
2.75
144 144 538 0 397
84
51 190 140 4A5-2om . _ .
0550 sw 1435 21.66 0 0 0 0 33 A 469 708 v 13A-
4ots 0.143 rtw 3.73 2.75 163 99 369 272 0 0 0 0 4A5-2om
0550 nw 14.35 2235 0 0 0 a 0 0 0 0 I----114A5-
2ornd.---- 0580 27.14 1737 0 0-- p R LD
12C(
kw
01191 rw 15.
14. 238 1.
42 64 0
0
0
96S
0
0
0 0 0
0
0 11 D0
0390 n 10.18 1198 0. 0 0 0 0 0 0 0 C 168
3oad oA32 0.84 1.73 291 29, 243 502 158 158 132 272 F 22A-
qxn — — 1.106 30M OM 291 33 1016 0 158 9 277 0 6 c)
AED exauson 457 226 Envelope losstain
3135 3368 1068 1346 12 a)
lrfiltration 437 157 119 43 b) Room
rerrolmon 0 0 0 0 13 Iruernalgains:
Contpar,tso 230 0 0 0 0 Appliar onWher
900 0 Subtotal (lines
6 to 13) 3572 4423 1187 1389 Less extemalload
0 0 0 0 Lesscansler 0
0 0 0 Redis4ibution 0
0 0 0 14 Subtotal
3572 4423 1187 1389 15 Duct
loads 17% 21% 611 914 179/6 21% 203 287 Total room
load I 4182 5337 1390 1676 Air required (
dm) i m 237 62 74 Calculations approved
by ACCA to meet all requirements of Manual J 8th Ed. f}+- wr`
g-htsoft- 2016-Feb-23133756 Righ-SLiteSUriwrsal2018l8.
O.11 RSLI25029 Page Bed4 - E1Lot
217 Margate 11 A RHG Be& - Enp Cale. MIB FrontDoor faces: E
wrightsoft• Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate II ARHG Bed..
Date: 02/23/2018
BYY. MC/LM/MC
Pfan: RHG
7225 Sardsmve Co1rt. Sum 1, W irter Park, FL 32792 P11ore: (407) 629 - 6220 fax: (407) 629 - 9307 Web: wwwOreStopCoolirgmm License: CAC032444
1 Room name BTH2 WIC3
2 Ewell 0 A 0 It 3
Room height 93 ft heat/md 93 0 heaobool 4
Room dimensions 1.0 x 64.0 R 4.0 x 6.0 R 5
Room area 64.0 W 24.0 IF Ty
Conduction U-value Or HTM Area (6) Load Area (M toad number
BtuhA IM BWhAt°) or perimeter ph Bah) or perimeter (I) Bath) Heat
Cod Gross NAPS Heat Cod Gross NAPS Heat Cod 6
y l-! 13A-4ocs 6.143 4 3.73 2.75 0 0 0 0 0.. 0 0 0 4A5-
20m O-9W ne 14.35 2235 0 0 0 0 0 0 0 0 L-
G 485-21M 0540 ne 14DS 2392 0 0 0 0 0 0 0 0 VV.
II 13A-4ors 0.143 se 3.73 2.75 0 0 0 0 0 0 0 U 11
G 4A5-2om 0540 se 14A9 14M 0 0 0 0 0 0 0 0 4A5.
2om 0550 se 1435 20.74 0 0 0 0 0 0 0 0 I{_
p 1100 0390 se. 10.18 11.88 0 0 0 0 0 0 13A-
40cs 0.143 sw 3.73 2.75 0
0
0 0
0
0 0 0 0 0 4A5-
2om. .. .___ 13A-
40cs 0550
0.
143 sw
nw
1435
3.
73 21.
66 2.
75 0
0
0
0
0
0
0 0 0
0
0
0
0
0
1 4A5.
2om 0" ffw 1435 2235 0 0 0 0 0 0 0 0 4A5-
2omd 0SW r1w 15.14 27.14 0 0 0 0 0 0 P
L-
D C
12C-
09w 1100 _ .__
1613•
30ad 0.
091 0390
0.
032 n
238
10.
18 0.
84 1.
42 11
M 1.
73 0
0
0
64
0
0
64
0
0
53
0
0
110
0
0
24
0
0
24
0
0_
20
0
0
41
F..-._
22A-clym -' _ ..__.._ 1.180 30.80 0.00 0 0 1---- -0 24_.. 0.- 0 0. 6
c) AED excursion 4 1 Erlvelopelossgein
53 107 20 40 12
a) Nitration 0 0 0 0 b)
Room %en0'Iallorl 0 0 0 0 13
Internal gains Occupants @ 230 0 0 0 0 Appliancesblher
1 0 0 Subtotal
pines 6 to 13) 53 107 201 40 Less
external load 0 0 0 0 Lesstransfer
0 0 0 0 Redistribution
12 24 0 0 14
Subtotal 66 131 20 40 Duoloads
1 17% 21%1 11 27 I'm. 21% 3 8 r
Total room load I 1 77 1158 23 48 Air
required ((*m) 3 7 1 2 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. f
wr`gf tsolt 2018-Feb-23133756 c -^
Riglt•Sute® Unversal 201818.0.11 RSU25029 Pages Bed4 -
E1Lot 217 Margate 11 A RHG Bed4 - E.rnp Cale . MJ8 Front Door faces E
wrightsoft- Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate 11 ARHG Bed..
Date: 02/23/2018
BYY. MC/LM/MC
Ptan: RHG
7226 Sandscove Courk Sum 1, Wirter Pads FL 32792 Phore: (407) 629 - 6920 Fax (407) 629.9307 Web: wmxOreSmpCoolingcom License: CAC032444
1 Room name SED3 KIT
2 E losed wall 125 It 115 8
3 Room height 9.3 It heattool 9.3 8 heatkool
4
5
Room dimensions
Room area
1.0 x 1633 R
16" IP
1.0 x 202.0 R
2020 IP
Ty Construction U-value Or HTM Area (fe) Load Area (g?) Load
number BtuhA Ln BUhAM or perimeter (ft) Btuh) or perimeter (R) Btuh)
Heat Cool Gross NAS Heat Cod Gross NAS Heat Cool
6 y/ 13A4o6 0.143 ne 3.73 275 116 100 373 275 0 0 0 0
l 4A5-2om OS50 ne 14,35 2235 16 0 235 365 0 0 0 0
1 485.2fm O-W ne 14.09 2392 00 0 0 0 O a 0
ql 13A4as 0.143 se 3.73 2.75 0
0
0 0 0 O 0 0 0
11 C 4AS-2om O5Z se 14A9 14M 0 0 0 0 0 0 0 0
4A5.20m 0550 se 1435 20.74 0 0 0 0 0 0 0 0
11D0
13A-40cs
0390...se
0.143 sw
10.18
3.73
1198
2.75
0
O
O
0
0
0
0
0
0
107
0
107
O
399
0
294
4A5-2om _ .. .. _ _
13A-4ocs
0550
0.143
sw
rnw
1435
3.73
21.66
275
0
0
0
0
O
0
0
0
a
0
0
0
0
0
0
0v
4AS-2om
4AS-2omd ---
0550
0580
w
nw
1435
15.14
2235 0
0
0
0
0
Q
0
O
0
O
0
0
0
0
0
0
1--f2
R
I--D
C
12C-(kw
1100,
1613&30ad
01191
0390
0.032
n
238
10.18
0.84
27.14
1.42
11 A
1.73
0
0-
163
0
0
163
0
0
136
0
0
282
0
0_
202
0
0
202
0
0
169
0
0
349
F - 22A-cprn - - - 1.180 r- 30E0 OM 163 13 385 0 202 12 0
6 c) AED excursion 41 65
Ernelope los4gain 1129 881 sm 579
12 a) Nitration 166 59 152 55
b) Room %errolation 0 O 0 0
13 Interralgains Omrpantso 230 1 230 0 0
AppliancesUlher 0 1200
Subtotal (lines 6 to 13) 1294 1170 1074 1833
Less extemalload 0 O 0 0
Lesstransfer 0 0 0 0
RedistribAon 6 12 223 211
14 Subotal 1300 1183 1297 20"
15 Dud bads 1 1 21% 222 245 17% 21% 222 423
Total room load I 1523 1427 1519 2467
Air required (dm) 1 1 66 63 1 68 110
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
pl&- vvw-I xteoftt- 2018-Feb-23133756
Ank Right-Sute®Uriversal201818.0.11 RSU25029 Page
Bedd - E1Lot 217 Margate 11 A RHG Bec14 - E rtp Cale - Mill Frort Door faces: E
wrightsoft- Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate 11 ARHG Bed..
Date: 02/23/2018
8YY. Mc/LM/MC
Pfan: RHG
7225 Sardseove Court, Sate 1, Winter Pads, FL 32792 Phone: (407) 629 - 6920 fax: (407) 629.9307 Web: wAw0neStopCoolirgcom License: CAC032444
1 Roan name 8ED2
2 Ewall 135 It 0 It 3
Roan height 93 It heatkod 93 It heattool 4
Rcom dimensions 10 x 178.0 ft 35 x 3.5 R 5
Room area 1780 Ip 123 Ilt Ty
Construmon U-%alue Or HTM Area (11F) Load Area (tM Load number
Ekihv-+) ElhARM or perimeter (R) 86th) or perimeter (M 81uh) Heat
Cod Gross NAS Heal cool Gross NAS Heat cool 6
V l 13A4ors 0.143 no 3.73 2.75 126 109 408 301 O Q a 0 E-
1 4A5-2om 0.550 no 14M 2235 16 0 235 365 0 0 0 0 I--!
485-21rn 0540 no 14.09 23.92. 0 0 0.... a 0 0 kf
j 13A-
40rs 0.143 se 3.73 275 0 0 0
0
0
0
0 0 0 0 11
4A5-tom 0540 se 14A9 14.63 0 0 0 0 0 0 0 0 4A5-
2om OS50 se 1435 20.74 0 0 0 0 0 0 0 0 11
DO 0390 se 10.18 0 a 0 0 0. 0 yl
13A-4ocs 0.143 sw 3.73 11.
88 275
0 0
0
0
0
0 0 0 0 0 4A5-
2om. - ---- 0550 am 1435 21.66 0 0 0 0 0 0 0 0 6v
13A4as 0.143 nw 3.73 275 0 0 0 0 0 0 0 0 4A5-
2om 0550 rrw 14M 2235 0 0 0 0 0 0 0 0 f4A5.
2omd 05W rtw 15.14 27.14 Q-•- 0 0. 0.--. 0 O 0- a PI
12C-09w 0.091 238 1.42 146 140 331 197 0 0 0 0 11DO _ .._
0390 n 10.18 1196 0 0 0 0 0'. 0 0 0 c
168.30ad 0.032 0.84 1.73 178 178 149 307 12 12 10 21 F ..
22A-4 1.180 30.80 am 6
c) AED excursion 50 1 Envelopelossgain
1538 1121 10 20 12
a) Infiltration 179 64 0 0 b)
Roan oemlaiion 0 0 0 0 13
trtterralgains Oonlparlls@ 230 1 230 0 0 Applianoes/
olher 01 0 Subtotal (
rues 6 to 13) 1717 1415 10 20 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
205 248 10 20 14
Subtotal 1922 1663 0 0 15
Duct loads 17% 21% 328 3" 17%1 21Y 0 0 Total
room bad 2250 2007 0 0 Air
required (dm) 101 89 0 0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. P
N- wrtghtsoft- 2018-Feb-23133756 Righ-
Sute®uriversal201818.0.11 RSL125029 Pagel Be& -
EtLot 217 Margate 11 A RHG 8ed4 - ErLp Calc - MA Frort Door faces: E
wrightsoft, Right-J® Worksheet Job: Lot 217 Margate II ARHG Bed..
Entire House
Date: 02/23/2018
By. MC/LM/MC
One Stop Cooling and Heating Plan: RHG
7225 Sardsom a COLA Stite 1, Winter Parr FL 32792 Phone: (407) 629 - 6920 Fax (407) 829.9307 Web: wwMeOneStopCoolirg com License: CAC032444
1 Room name HI PAN
2 Ewell 0 R 0 It 3
Room height 93 It heattool 93 R heaftol 4
Rcom dimensions 1.0 x 453 it 1.0 x 22.0 it 5
Room area 453 W 22.0 IP Ty
Construmon U-value Or HTM Area (02) Load Area (1112) Load number
BUhAFL+) BGth4M or perimeter (0) Bluh) or perimeter (la Bdh) Heat
Cool Gross NA'/S Heat Cod Gross NA'S Heat Cool 6
Vjl 13A-40r., - 4AS2om
4a5.
21m 0.
143 0550
O-
W ne
ne
ne
3.
73 1435
14.
09 2.
75 2235
23.
92 0
0
0
0.
0
0
0
0
0-
0
0
0
6
0
0
0._..
0
0
0
0
0
0
0
0
t
VVjjll
13A-40rs 0.143 se 3.73 2.75 0 0 0 0 0 0 0 0 11
G 4A5.2om 0540 se 14M 14M 0 0 0 0 0 0 0 0 4A5.
2om 1100
13A-
4ots 0S50
0390
0.
143 se
se.
s+
v 1435
10.
18 3.
73 20.
74 11.
88 2.
75 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
0
l-
OG Val
l-
G 4A5.2om . _. _. _. .. 13A-
4ors 0550
0.
143 sm .
rtw
1435
3.
73 21.
66 2.
75 0
0
0
0
A
0
0
0
0
0
0
0
0
0
0
0
v I--
C 4A5.2om 4A5-
2omd OS50
05W
nw
nw
1435
15.
14 2235
27.
14 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1P
L
D 12C-
0sa 11
DO _ _ 168.
30ad OD91
0390
0.
032 n
238
1418
OA4
1.
42 11
M 1.
73 0
0
45
0
0
45
0
0
38
0
0
78
0
0...
22
0
0
22
0
18
0
0
38
CF.._.
1.180 30.80 0.00 45 0 0 0 22 0 0 0 6
c) AED excursion 3 1 Emoelope
lossgain 38 75 18 37 12
a) Infiltration O 0 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains 17=4wnts@ 230 0 0 0 0 Applianoest1her
0 0 Subtotal (
lines 6 to 13) 38 75 18 37 Less
ebemalload 0 0 0 0 Lesstransfer
0 0 0 0 Redistribufion
38 75 396 299 14
Sublotill 0 0 415 336 15
Ducloads 1 17% 21% 0 0 17% 21% 71 69 Total
room load 0 0 485 405 Air
required (dm) 0 0 22 18 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. vj-
6- wr`ght core- 2018-Feb•23133736 RighFSUteSUrive,
sal20l8l8.O.11 RSLI25029 Page Bed4 -
EY-ot 217 Margate 11 ARHG Bed4 - EjLp Cale. MA Front Door faces: E
wrightsoft' Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate II ARHG Bed..
Date: 02/23/2018
BYY. MC/LM/MC
Ptan: RHG
7225 Sardsoove Cotn, SUts 1, Winter Pad(, FL 32792 Phone: (407) 829 - 6920 Fax: (407) 629 - 9307 Web: wwmOreSlopCoolingmm License: CAC032444
1 Room name DROP FOY
2 Ewell 0 ft 65 It 3
Room height 9.3 ft heatlCool 9.3 ft heatknol 4
5
Room
dimensions Room
area ID
x 38.3 It 383
1P 1.
0 x 1025 It 1025
111 Ty
Construction number
U-%
dlue BtuhV-+)
Or
HTM BdhffM
Area (
ICE or
perimeter (ft) Load
84rh)
Area (
Il) or
perimeter (Iq Load
BWh)
Heat
Cool Gross NrP/S Heat Cool Gross NAS Heat Cool 6
V)I I-
IC 13A-
40cs 4AS-
20m 4B5.
2 m 0.
143 O-
rW 0540
ne
ne
ne
3.
73 1425
14.
09 2.
750 2235
0 0
0
0
0
0
0
O
0
0
0
a
0
0
0
0
0
0
0
0
0
0
0
1
i 13A-
40rs 4AS-
2om 0.
143 0540
se
se
3.
73 14A9
2322
2.
75 14M
0
0
0
0
0
0
0
0
60
9
27
9
101
132
75
137
4A5-
20m 1100
13A-
40c5 0550
0390
0.
143 as
se
a
v 1435
10.
18 3.
73 20.
74 Ilse
2.
75 0
o
O
0
o
O
a
0
a
0
0
24
0
0
24
0
0
244
a
0
2
0
4AS-
2om .. 13A-
40ts 0550
0.
143 sN
nw
14.
35 3.
73 21
M 2.
75 0
0
0
0
0
a
0
0
0
0
a
0
a
0
0
0
VjII--
C 4AS-20m - 4Ar2omd
12C-
09w 1160 _ _ _
0550
0580
OA91
0390
nw
rrw
n
1435
15.
14 238
10.
18 2235
27.
14 1.
42 11.
88 0
0
37
18
0
0
19
18
0
0
46
182
0
0
27
212
0
0
93
0
a
0
93
0.
0
0
221
0
0
0
132
0
t-
1 PI -
t----
o C
16&30ad OiW 054 38 38 32 66 103 103 86. 177 F-
22A<pm 1.180 30E0 1.
73 aoo
38 o a o 103 7 200. 0. 6
c) AED excursion 10 28 Envelope
loss/gain 260 295 984 776 12
a) Wilration 0 0 86 31 b)
Room wanilaton 0 0 0 0 13
Internal gains OCouperos @ 230 0 a a 0 Applianaesblher
0 0 Subtotal
pines 6 to 13) 260 295 1070 807 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
260 295 1070 807 14
Subtotal 0 0 0 0 15
Duct loads 170% 21% 0 0 17% 21% a 0 Total
room load 0 0 0 0 Air
required (dm) 0 0 0 0 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. t -
vj-t•- wr`gtiCsotf!- 2018-Feb-2313:3756 1.
188A Right-
StiteSUrtyersal20l8l6.O.11 RSU25029 Page Bed4 -
B-ot 217 Margate II A RHG Bed4 - E rip Cale - MA Frort Door faces: E
wrightsoft, Right-J® Worksheet
Entire House
One Stop Cooling and Heating
Job: Lot 217 Margate II ARHG Bed..
Date: 02/23/2018
Byy. MC/LM/MC
Pfin: RHG
7225 Sardsmve CoLn Sate 1, Wirier Park FL 32722 Phone: (407) 629 - 6920 Fax (407) 629. 9307 Web: wAw0neStopCoolirgcom License: CAC032444
1 Room name BEORM4 LAUN
2 Ewell 315 it 0 it 3
Room height 93 it heattod 93 tl heaVC001 4
5
Roum
dnlenSions Room
area 145
x 11 S it 166.
8 IF 6A
x 65 8 39.
0 IF Ty
Construction U-value Or HTM Area (in Load Area Load number
BnrhAP-°F7 hNP) or perimeter (it) Bluh) or perimeter ter (It) Bdh) Heat
Cod Gross NrPVS Heat Cool Gross NAS Heat Cool 6
IR/ 1—!
C 13A-
40cs 0.143 no 3.73 2.75 51 51 191 141 0 0 0 0 4AS-
2om 485-
2trn 0550
0540
no
no
14.
35 14.
09 2235
2392
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-
40cs 0.143 se 3,73 2.75 135 119 442 326 0 0 0 0 11
4A5-2om 0540 so 14.09 14M 0 0 0 0 0 0 0 0 CG
t4A5.2om 0550 se 1435 20.74 16 3 235 339 0 0 0 0 11D0
03M se 0 0 0 0 0 1q/
I--
G 13A-
4oes 0.143 9v 10.
18 3.
73 11.
88 275
107 107 a
399
294 0
0
0
0
0 0 4A5-
2om.. 13A-
40a 0550
0.
143 am
nw
1435
3.
73 21.
66 275
0 0 0 0.
0
0
0
0
0
0
0
0
0
4A5.
2om 4A5.
2omd ..... 0550
OSM
r1w
r1w
1435
15.
14 22M
27.
14 0
0
0
0 0
0
0
0
0 0 0 P.
L-
0 12C-
09w 1160 .
168.
30ad 0.
091 03M
0.
032 n
239
1(
118 0.
84 1.
42 11.
88 1.
73 0
0
167
0
0
0
167
0
0
139
0
0
0
0
0
39
0
0
0
39
0
0
33
0
0
67
CF -
22XWn - — - 1.180 30.80 0.00 W 167 32 970 288
O
0 0 0 6
c) AED excursion 42 19 Envelope
lossgain 2376 1430 33 48 12
a) Infiltration 417 150 0 0 b)
Room ventlation 0 0 0 0 13
Internal gains: Omrpants @ 230 1 230 0 0 Appliancesbther
0 500 Subtotal
pines 61013) 2794 1810 33 548 Less
external load 0 0 0 0 L.
esstrarslei 0 0 0 0 Redstribution
376 214 15e 120 14
Subtotal 3170 2094 191 668 IISI
Duct foods 1 17% 21% 542 433 179% 21% 33 138 Total
room load 3712 2527 224 806 Air
required (dm) 166 112 1 10 36 Calculations
approved byACCA to meet all requirements of Manual J 8th Ed. ww:
12 s4 f - 2018-Feb-23133736 M,
Right-Suite®Uriversal2018 18.0.11 RSU25029 Page 10 Bed4 -
EVat 217 Margate 11 A RHG Be& - ErLp Cale -" Frort Door Faces: E
wrightsoft• Right-J® Worksheet Job: Lot 217 Margate II ARHG Bed..
Entire House
Date: 02/23/2018
B y. MC/LM/MC
One Stop Cooling and Heating Pran: RHG
7225 Sardsmwe Coin, Sum 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: vA%w0neStepCoolirg corn License: CAC032444
1 Room name WIC
2 F: well 65 It
3 Room height 93 R heafkool
4 Room dmensions 5.0 x 65 It
5 Room area 325 r'
Ty Unstnumb colon Or HTM
perimeetter
Load s toedBuaiFNF°F) 8tr1hA1 o(It) B( h) orperimeter Heat
Cool Gross NAS Heat Cool Gross NAS Heat Cool 6
13A-40cs 4AS_
2om 0.
143 WSW
ne
ne
3.
73 1435
2.
75 2235
0
0
0
0
0
0
O
0
4115.
2trn O-W ne 14.09 23M 0 0 0 Wg1l
13A-40cs 0.143 as 3.73 2.75 0 0 0 0 11
tea 4A5.2om 0.540 se 14D9 14M 0 0 0 0 yl
4A5-
20m 1100.. .-_
13A-
40cs 0550
03W
0.
143 se
se
am
1435
10.
18 3.
73 20.
74 11.
88 2.
75 0
0
60
0
a
60
0
0
226
0
0.
166
4A5.
2om . _ 13A4=
OS50
0.
143 sw
rtw
1435
3.
73 21.
66 2.
75 0
0
0
0
0
0
0
0
1j l
4A5.2om 4A5.
2omd 0550
0580
r1w
rtw
1435
15.
14 22M
27.
14 0
0
0
a
0
0
0
0
P
l---
D C
12C-
09w 11DO
168-
30ad OD91
0-
IW 0:
032 n
238
1(
118 OA4
1.
42 11.
88 1.
73 0
1.
0 33
0
0
33
O
0
27
0
0
56
22A-
4p.n. 1.180 30.80 0.00. 33 200 0 6
c) AED e=urson 9 Em
elope lossgain 453 214 12
a) Infiltration 86 31 b)
Room %emlation 0 0 13
Internal gains: Occupants @ 230 0 0 AppliarvesAndher
0 Subtotal
oines 6 ro 13) 539 245 Less
eAsmal load 0 0 Less
transfer 0 0 Redstriloution
0 0 14
Subtotal Sm 2,6 15
Dud bads I 17% 21% 92 51 Total
room load 631 295 Air
required (dm) 28 13 Calculations
approved by ACCA to meet all requirements of Manual J 8th Ed. f}
f wrlghts4 f - 2018-Feb-23133756 RiAemkght-
Suitel9Urnersal2018 18.0.11 RSU26029 Page 11 Bed4 -
E)Lot 217 Margate 11 A RHG Bed4 - E r p Cale a MJ8 Front Door faces: E
Static Pressure and Friction Rate Job: Lot 217 Margate II ARHG ...
wrightsoft' Date: 02/23/2018
Entire House By. MC/LM/MC
One Stop Cooling and Heating
Plan: RHG
7225 Sardsoove Cout. SUte 1, Wirter Parr FL 32792 Phone: (407) 629 - 6920 Fa1c (407) 629 - 9307 Web: wwvLOneStopCooling corn license: CAC032444
For: Park Square Homes
3795 Night Heron Drive, Sanford, FL
Heating Cooling
in H2O) in H2O)
External static pressure 0.50 0.50
Pressure losses
Coil 0 0
Heat exchanger 0 0
Supply diffusers 0.03 0.03
Return grilles 0.03 0.03
Filter 0.10 0.10
Humidifier 0 0
Balancing damper 0 0
Other device 0 0
Available static pressure 0.34 0.34
Total•
supply Return
ft) ft)
Measured length of run -out 10 0
Measured length of trunk 25 0
Equivalent length of fittings 125 0
Total length 161 0
Total effective length 161
FrictionRate
Heating Cooling
in/100ft) in/100ft)
Supply Duds 0.212 > 0.18 0.212 > 0.18
Return Duds 0.212 > 0.18 0.212 > 0.18
Fitting Equivalent LengthDetails
4X--35, 11 A=20,11 G=5,11 G--5,11 A=20,1 A--35,11 Gam: Total EL=125
Return TotalEL=0
wrightsoft• 2018-Feb•23133757
A . + ..... .-.-.
Righ-SUte®Uriversal 2018 18.0.11 RSU25029 Page 1
ACC _ Bed4 - E1Lot 217 Margate II A RHG Be& - E.rnp Calc - MJ6 Frort Door faces: E
emummaDSystemSJob: Lot 217 Margate II ARHG... wrightsoft•
uct Date: 02/23/201a Entire
House By. MC/LM/MC One
Stop Cooling and Heating Plan:
RHG 7225
Sardscow COLA Stile 1, W inter Park FL 32792 Phone: (407) 629 - 6920 fax (407) 629 - 9307 Web: wmmOrestopCootirgmm License: CAC032444 For:
Park Square Homes 3795
Night Heron Drive, Sanford, FL External
static pressure Pressurelosses
Available
static pressure Supply /
return available pressure Lowest
friction rate Actual
air flow Total
effective length (TEL) Heating
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
170 / 0.170 in H2O 0.
212 in/100ft 953
cfm 161
Cooling
0.
50 in H2O 0.
16 in H2O 0.
34 in H2O 0.
170/0.170 in H2O 0.
212 in/100ft 953
cfm Name
Design
Btuh)
Htg
cfm)
Clg
dm)
Design
FR
Diam
in)
H
x W in)
Dud
Mat
Actual
Ln (
ft) Ftg.
Egv Ln (
ft) Trunk BE02
h 2250 101 89 0.282 6.0 Ox 0 VIFx 15.5 105.0 SO BE03
h 1523 68 63 0.298 6.0 Ox 0 VIFx 14.2 100.0 st1 BEDRM4
h 3712 166 112 0.313 7.0 Ox0 VIFx 23.6 85.0 8TH2
c 158 3 7 OAl2 4.0 Ox 0 MR 7.4 75.0 CAFE
c 1676 62 74 0.376 5.0 Ox 0 VIFx 15.4 75.0 FAM
c 5337 188 237 0.341 8.0 Ox 0 VIFx 24.8 75.0 Krr
c 2467 68 110 0.420 6.0 Ox 0 VIFx 11.0 70.0 LAUN
c 806 10 36 0,342 4.0 Ox 0 VIFx 19.3 80.0 MBEO
c 2876 121 128 0.234 7.0 Ox 0 . VIFx 3.0.5 115.0 st2 METH
h 996 45 29 0.229 4.0 Ox 0 VIFx 28.5 120.0 st2 MWC
h 343 15 7 0.225 4.0 Ox 0 VIFx 31.2 120.0 st2 MW
IC1 h 1142 51 22 0.212 4.0 Ox 0 VI Fx 35.7 125.0 st2 WIC2
c 105 2 5 0.231 4.0 Ox 0 VIFx 32.3 115.0 st2 PAN
h 485 22 18 0.407 4.0 Ox0 VIFx 13.6 70.0 Wr-
h 631 28 13 0.306 4.0 Ox0 VIFx 26.1 85.0 W
K3 c 48 1 2 0.288 4.0 Ox 0 VI Fx 18.3 100.0 SO Supply
Trunk Detail Table Trunk
Htg ag Design Veloc Diam H x W Dud Name
Type cfm) cfm) FR fpm) in) in) Material Trunk st2
PeakAVF 235 191 0.212 531 9.0 0 x 0 VnIFIX st1 st1
PeakAVF 405 346 0.212 742 10.0 0 x 0 VinlFlx wrightsoft'
2018-Feb-23 1337S7 Righ-
SUt®Uriversal201818.0.11RSU25029 Pagel ACCK -
Be& - SLot 217 Margate 11 A RHG Be& - E.V Cale . W8 Frort War faces: E
Name
Grille
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Dud
Mal Trunk
rb2 Ox 0 953 953 0 0 0 0 Ox 0 VIFx
wrightsoft•
Righ-Wte®Uriversa1201818A.11 RSU2S029
ACCA — Beda - EM-at 217 Margate 11 A RHG Beda - Enp Calc e MA Frort Door faces E
2018-Feb23133757
Page 2
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 217 Margate II A RHG Bed4 - E Builder Name:
Street: 3795 Night Heron Drive Permit Office: City of Sanford
City, State, Zip: Sanford , FL, Permit Number:
Owner: Park Square Homes Jurisdiction: 691500
Design Location: FL, Orlando
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attics aces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum. %.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation Air sealing shall be provided between the garage and conditioned spac as.
Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building
shall be sealed to the drywall. thermal envelope shall be air tight and IC rated.
Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall
on exterior wall tubs shall separate them from the showers and tubs. be insulated.
Electrical/phone box or The air barrier shall be installed behind electrical or communication
exterior walls boxes or air -sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed When required to be sealed, concealed fire sprinklers shall only be
sprinklers sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
2/23/2018 1:47 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
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tHETEI AGOOJob #:
Lot 217 Margate II A RHG Bed4 - E One Stop Cooling and Heating Scale:
1 :105 Performed
by MC/LM for: Page 1 Park
Square Homes 7225 Sandscove Court, Suite 1 RightSuite® Universal 2017 Winter
Padc, FL 32792 17.0.28 RSU16202 Sanford,
FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2017-
0rY-06 09:52:09 www
OneStopCooriing.com ...argate
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RECORD COPY .._-'%r'1-= 'L%-
r
DESCRIPTION AS FURNISHED: Lot 217, ' WYNDHAM 'PRESERVE,. as recorded in Plat Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED' TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward. & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of -America,
LOT 183
BP 18'12
ZONIN DATE Z
Ok to construct single family home
with setbacks and impervious area
shown on plan. L43.4*10
kgtoto O&W- i-c ll- A. &P, _
E
LOT '2.16-
1 LOT 182.
u S 00°16 '57" E
60.00'
I ... - .. '. - - I ..
24 i80' . LOT 21.7 24
j80'
c 17.3' c 22.7'
10.00'
LANAI
10.00'
f1d
17.3'
PROPOSED RESIDENCE
1966-MARGATE 11-A
2 CAR GARAGE RIGHT
0
10.00'
13.8'
30.53' I' I
1
25.20'
3.0'K3.0'
AC
19.3'
10.00'
16'
DRIVE
25.20'
LOT 181
1
I tit
7
9
6.33'
LOT 218
y\ I I
10,
UTIL ESMT
a.\LIT f1 I{ {I h• 52.56'
P.C.
5' CONC DRIVE
CUR
S 00°16 57" E (B.S.) SETBACKS AS FURNISHED
FRONT - 25'(-) 60.00
REAR - 20'
SIDE - 5' (40' LOT)
1•o- (75 LOT)) NIGHT HERON DRIVE
SIDE STREET - 25' (60' & 75' LOT)
15' (40' LOT) PRIVATE ROAD 50'. R W ,
9 25' FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN ONLY
2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY
OF (2) IN SUCCESSION AT 25'
TOTAL LOT AREA 6.900 t SQUARE FEET
PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t'SQUARE FEET FLATWORKPERDRAINAGEPLANS
G DRIVE
V"- - PROPOSED DRAINAGE FLOW 4031 1 10- 5131 SQUARE FEET
WALKS 281300- 328 t SQUARE FEET
FOUNDATION/PAD 2.359 f SQUARE FEETIyrt,
0
REAR PATIO 104 f SQUARE FEETLOTGRADINGTYPEA
PROPOSED F.F. PER PLANS - 27.7' QQ` SOD 3,9031250 - 4.153 t SQUARE FEET
FRONT PORCH DECK 93 t SQUARE FEET
POOL DECK N/A t SQUARE FEET
NOTE : FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT NOT nao VERIFlED -
CRUSETNME'YER-SCOTT & ASSOC- INC. - LAN.D SURTIE'YORS
LCGEND _ LEGEND
P • PLAT I= • POINT ON LINE 5400• E. COLONIAL DR. ORLANDO.. FL. 32807 (407)-277-3232 FAX (407)-658-1436r • FIELD TV. • TYPICAL
LP. . IRON PIPE PAL . POINT Or
POINT Or COHPONIRONRODPLGCOMPOUNBCURVATURE CURVATURCUM. . • TUR NOTIM,
1.
THE UN ICNED am HEREBY CERTIFY THAT MR SURVEY MEETS ME STANDARDS OF PRACTICE SET FORM Br THE FLORBOARD Or BOAOr C.M. CONCRETEMONUMENTSAORADIALPROFESSIONALSURVEYORSANDMAPPERSINCHAPTERSJ-17 FLORIDA ADUWISRLQIYE CODE PURSUNN TO SECTION! 472.027. FLORNDA SGNES SCT IA. . In' IA. dNLS 45% NA. • NON -RADIAL SEC. W.P.
I UNLESS EMBOSSED WIN SURVEYORS SGW?W AND ORIOWAL RAISED SELL, THIS SWAY MAP OR CDPIS ARE NOT VAUO RECOVERED WITNESS POINTPALLPOINTOr
BEGINNING CALL. • CALCULATEO i THIS SIARVEY WAS PREPARED FROM TTIIE INFORMATION FIMISNED TO THE SUR EYOR MERE MAY BE OTHER RESTRMOONS PALL. . POINT Or
COMMENCEMENT AM • PCRNANENT RCffACNt[ MONUMENT t • CENTERLINE ff. •
rINISH[0 FLOOR ELEVATION OR FASQIENTS THAT
AFFECT THIS PROPERTY. 4. NO UNDERGROUND
AlPROVEH[NTS NAVE BEEN LOCATED UNLESS OMERMSE SHOWN NI, • MAIL L
DISK BSL • BUILDING SETBACK LINO S THIS SURVEY IS PREPARED FOR ME SOLE BMD17T of THOSE N:ERrRtro M AND SHOULD NOT BE TILLED UPON By ANY OTHER ENnrY. R/W RIGHT-ar-WAY BA • KNCNHARK EMENT BJ. .BASE
BLARING G ON ENSIOMS SHOWF FOR ME LOGTION OF WWPABOVE'MEHIS•HEREON SHOULD NOT BE USED TO REOONS'TIN" OMMOARY LANES, GRAIN. DRAINAGE 7.
SEARS" ARE SAASED ASSUMED DATUM AND ON ME LANE SHOW AS BASE BEVIIAC (BB.) UTIL. . UTILITY IWATIONS
IF SHOW. ARE.SAS&O ON NATIONAL MWEIM VOUWAL DATUM Or 1029. UNLESS OTHERWISE NOTED CL.YC. . CHAIN
LINK rCNCC WDrG WOOD rEHCE
0. CERTIFICATE Or
AUTHORIZATION NR. 439& ' CID • CONCRETE BLOCK
P.C. POINT
Or CURVATURE SCALE I' - 20 DRAWN BY`. P.T. • POINT
Or TANGENCY DUE. - DESCRIPTION CERIIFIED
Or DATER OROFA •Ne PALWHAS
PLOT
PLAN.02-20-18 1014-18 _. TLENGTH 13 C •CHORDC.B. CHORD
SCARING NORTH THIS BUILDING\
PROPERTY
DOES NOT LIE WITHIN 4S THE ESTABLISHED 100
YEAR FLOOD PLANE AS PER 'PTRM' CRUSE EVER, R.LS. / l714 LONE V. MAP /
1211700090 F (09-28-07) DAME W. SCO
R.LS / 4801
w
I
r i.ioiin1uC : r.-L JctwUPKz M KtuA•1E 11 1, 966SF. rrr
RECORD COPY
Lighting and Small Appliance/Laundry Circuits
Floor Area SmAppNo LaundNo Line Neutral
1966 2 1
Lighting Summary Standard 5,589 5,589
Optional 10,398 5,589
Ranges & Ovens
Range No. No? Nameplate Line Neutral
1 1 8000
2 0 0
3 0 0
Range/Oven Summary Standard 6,400 4,480
Optional 8,000 4,480
St1liD------------ Dryers tic
Dryer No. No? Nameplate Line Neutral Sg1,R
o
0
5000
2 0
A
R1A,tE
3 0 #
1 8- 1266DryerSummaryStandard5,000 3,500
Optional 5,000 3,500
Heating and Cooling: Actual Number = 1
Name M? Ph No Amps Volts VA HP Line Neutral
1 M 1 1 22.0 240 5,2800 1
M 1 1 2.0 240 480 0 1
M 1 1 5.0 240 1,200 0 1
1 1 1 22 240 1 5,280 0 heat/
Cool Summary Standard 12,240 0 Optional
12,240 0 Fixed
Appliances: Actual Number = 6 Name
M? Ph No Amps Volts VA HP Line Neutral DISP
1 1 120 600 -- 600600 DISH 1
1 120 1200 1,200 1,200 MICRO 1112012001,200 1,200 WH 1
1 18.5 240 4,440 0 OPT POOL
1 1 10 240 2,400 0 OPT POOL
HEAT 1 1 31 240 7,440 0 Fixed Appliance
Summary Standard 12,960 2,250 Optional 17,
280 2,250 Other Appliances:
Actual Number 0 Name M?
Ph No Amps Volts VA HP Line Neutral Other Appliance
Summary Standard 0 0 Optional 0
0 25%- of
Max Motor: fine is
Std Only; Neutral for Both Maximum Phase
Amps Volts.
w
1 22 240
Meat/Cool Phase Amps Volts
1 22 240
Fixed Appl. Phase Amps Volts
0
Other Appl. Phase Amps Volts
0
Max Motor Summary
Standard Only 1,320 0
SUMMARY
Standard Line Neutral
Total Total = 43,509 15,819
Maximum Amperage = 181 66
Service Voltage = 240 Service Phase = 1
Optional - ' - Line - 'Neutral
Total Total = 34,511 15,819
Maximum Amperage = 144 66
Service Voltage = 240 Service Phase = 1
Lumber design values are in accordance with ANSI/fPI 1 section 6.3
These truss designs rely on lumber values established by others.
RECORD COPY
RE: PKS1966A - Park Sq Hms/Margate II 1966A MiTek USA, Inc.
Site Information:
669904 Parke East Blvd.
Customer Info: PARK SQUARE HMS Project Name: PKS1966A Model: MARGATEi96163610-4115
Lot/Block: 217 Subdivision: WYNDHAM PRESERVE 60
Address: 3795 NIGHT HERON DR.
City: SANFORD State: FLORIDA
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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 140 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 32 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
So. ISeal# JTruss Name I Date INo. I Seal# Truss Name 12/23/18
Date
1 IT13324738 JA1 2/23/18 112 1 T13324749 1 Al
2 IT13324739 IA2 2/23/18 113 IT13324750 IA13 2/23/18
13 IT13324740IA3 12123/18 114 IT13324751 IA14 I2/23/18 I
4 IT13324741 IA4 2123/18 115 IT13324752 IA15 12/23/18
5 IT13324742 JA5 2/23/18 116 1 T13324753 I B1 2/23/18
6 IT13324743 JA6 2/23/18 17 IT13324754 JB2 2/23/18
7 T13324744 A7 12/23/18 18 IT13324755 IC1 2/23/18
8 IT13324745 IA8 2/23/18 119 IT13324756 IC2 2/23/18
9 I T13324746 I A9 12/23/18 120 I T13324757 I C3 12/23/18 I
10 IT13324747 IA10 2/23/18 121 IT13324758 ICJ1 2/23/18
11 IT133247481A11 12/23/18 122 IT133247591CJ1A 12/23/18 I
This item has been ele signed and sealed by Albani, Thomas, PE using a Digital Signature.
Printed copies of
thU760
ot considered signed and sealed and the signature must be verified on any
electronic copies
66
1 `
The truss drawing(s) referenced above have been prepared by MiTek
USA, Inc. under my direct supervision based on the parameters
provided by Mid -Florida Lumber Acquisitions, Inc..
Truss Design Engineer's Name: Albani, Thomas
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 ANSI/rPl 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 MTek'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/rPl 1, Chapter 2.
February 23,2018
Albani, Thomas 1 of 2
RE: PKS1966A - Park Sq Hms/Margate II 1966A
Site Information:
Customer Info: PARK SQUARE HMS Project Name: PKS1966A Model: MARGATE II 1966-A
Lot/Block: 217 Subdivision: WYNDHAM PRESERVE 60
Address: 3795 NIGHT HERON DR.
City: SANFORD State: FLORIDA
No. 1SeaI# Truss Name I Date
23 IT13324760 ICJ3 2/23/18
24 IT13324761 1CJ3A 2/23/18
25 IT13324762 JCJ5 2/23/18
26 T13324763 ID1 2123/18
27 IT13324764 IFT1 2/23/18
28 IT13324765 JJ5 2/23/18
29 IT13324766 I J6 12/23/18 I
I30 IT13324767 I J7 12/23/18 I
11 IT13324768 I KJ5 12/23/18 I
132 IT13324769 I KJ7 12/23/18 I
2of2
Job Truss Type Oty Py Park Sq HmslMargate II 1966Aluss
T13324738
PKS1966A Al O.OUEEN 10 1Job Reference footionall
Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries. Inc. Fri Feb 23 12:45:03 2018
7-6-0 6 -14 6.2-14 6-2-14 6.2-14 76.4
30 =
US =
Sx5 =
Sxa =
3x4
Scale - 1:70.0
34 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 10.11 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 8C 0.91 Vert(CT) 0.58 10.11 830 180
BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.13 8 n/a n/a
SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 206 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except'
1-3,7-9: 2x4 SP No.1
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (lb/stze) 2=1660/0-7-8, 8=1660/0.7-8
Max Harz 2=201(LC 10)
Max Uplift 2=302(1_C 12). 8=302(1_C 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins.
80T CHORD Rigid ceiling directly applied or 7-7-9 oc bracing.
WEBS 1 Row at midpt 6.11, 4-11
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-299=54. 3.4=2790/8S3, 44-1897/669, S-61897/669, 6.7=2790/8S3, 7-
8=29901854 BOT
CHORD 2-12=649/2749, 11-12=454/2205, 10-11= 46412102. 8-10=654/2620 WEBS
5-1 1=393/1334, 6-11=765/315, 6-10=156!/OS, 7-10-3961223, 4-11-765/315. 412-
156/705, 3-12-3961223 NOTES- (
6) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL-3.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat II;
Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-041 to 2-0-0. Interior(1) 2-0.0 to 20.0.0, Exterior(2) 20-" to 23.
0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members, with BCOL - 10.Opsf. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=
302, 8=302. 6)
Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on.,
giny,.glectrorlic co es. t-
ThoFLias(L dltynif.,EMo:3 11Yie
SA Iaa"c-:Cirt;fiB Parkli'
E 91 Blv-3381R February
23,2018 QWARMNG -
VwHy design paranaterx and READ NOTES ON THIS AND INCLUDED a07EK REFERENCE PAGE eaF74?5 rev. 144134015 BEFORE USE Design
valid for use only with Mlreklb Connectors. This design is based only upon parameters shown, and is for an individual Wilding Component, net a
truss system. Before use. the Wilding designer must verify the applicability of design parameent and properly f orporste this design into the overact -MR µ/
Wildingdesign. Bracing indicated is to Wavers bucAng of indk4dual terse web and/or chord members any. Additional temporary and permanent Mting s3Qs.- isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinterandpropertydamage. For general guidance regarding me aYtsL.. fabrication,
storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTM Quality CefterM, OSS419 and SCSI Building Component 6904 Parka East Blvd. Safety
Information available from Truss Fired Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 381110
Job Truss Type oty PlyPark Sq HmslMargate II
1966AIrHlPSSTt3324739
PKS1966A A2 1 1
Job Reference lootionalli
nfil r10rlaa Lumuer, oanuw, rL. a.13u s tiep lb 2u1 / mi fek IOGustnes, IOC. Fn Feb 23 12:45:15 20le Pagel
6 5 6 t-13 6.1.13 2-0-0 6-1-13 8 t-t3 6-8.5 (-0-0d
5x5 = Scale a 1:72.1
6.00 12 Sx5 =
S 6
N c.
14 .a t2
cv co
16
3x4 =
4x6 =
3x4 = 3x6 =
3x4 = 3x4
LOADING (psn SPACING- 2 0 0 CS1. DEFL. in (lot) I/den L/d
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.35 14.15 >999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.61 14-15 >788 180
SCLL 0.0 ' Rep Stress Inv YES WB 0.37 Horz(CT) 0.13 9 n/a nla
BCDL 10.0 Code FBC2017/TP12014 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (lb/size) 9=1660/0-7-8, 2=16W&7-8
Max Horz 2=192(LC11)
Max Uplift 9-302(LC 12), 2=302(LC 12)
FORCES. (lb) - Max. Comp.Alax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-3037/910. 3-4=27811871, 4-5=1970/725, &6-1686/691, 6.7=1970/725,
7-8=27811871. 8-9=3037I910
BOT CHORD 2-15=71212758. 14-15=529/2248, 12-14=31111714. 11-12 =538/2184. 9-11-72112671
WEBS 3-15-3751210, 4-15=106/615, 4-14=7741326, 5-14-2081637, 6-12-2081637.
7-12=774/326, 7-11-1061615, 8-11=37S/210
PLATES GRIP
MT20 2441190
Weight: 216 lb FT = 20%
Structural wood sheathing directly applied or 2-7-3 oc puriins.
Rigid ceiling directly applied or 7-4-1 oc bracing.
1 Row at midpt 4-14. 7-12
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; B-45R; L-24ft; eave=5ft; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0.0 to 19.0 . Exterior(2) 19-0-0 to
21-0-0, Interior(1) 25-2-15 to 41.0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.61 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
9=302. 2-302.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on pny,lectron, is co es.
jTho' 's"pi_Alb itifERjo:3_-. ,
h1iYe 31 Cart;66
68i1!'Paikitit Bha 810
February 23,2018
O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE a10-7473 rev. 141411MIS BEFORE USE.
Design valid tot use Way vrah MiTek® connectors. This design is based any, upon parameters shorn, and is for an individual building component, not
a truss "am. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the oven=
building design. Bracing indicated is to prevent buckling of individual truss web and/or Nord member ar y. Additional temporary and permanent bracing .wT
Is away, required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 111.
tabrkAtton, storage, deuvary, erection and bracing of trusses and truss systems, ace ANSVIP11 Oualhy, Criteria, OSS42 and SCSI Building Component 6904 Parke Eaal BIW.
Safety Inform Lion available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type Park Sq HmslMafgate 11 1966A
10ty
ty
T13324740
PKS1966A A3 HIP 1 1
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:16 2018 Page 1
I D:rf fnwM3Wg7GifrCOMh420xyq_6K-% Obh 1 GorPUNyPW 9Y MAS4DrF80iF 11YPZKyGkziFX 1
6-05 11$3 17-0-0 23-0-0 28-513 3317.11 40.0-0 1
6-0S SS13 SS13 6-0-0 SS73 SS13 8-0-5 -0-0
6.00 F12 5x5
5x8 =
5 24 25 6
a w so
14 — 12
a.. — „
3x4 =
3x8 =
LOADING (psf) SPACING- 2-0.0
TCLL 20.0 Plate Grip DOL 1.25
TCOL 10.0 Lumber DOL 1.25
SCLL 0.0 Rep Stress Ina YES
BCDL 10.0 Code FBC2017frP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8
Max Hoe 2-173(LC 11)
Max Uplift 2-302(LC 12), 9=302(1-C 12)
3x8 = 3XB = 3x4 =
CSI. DEFL. in (toe) I/de8 L/d
TC 0.60 Vert(LL) 0.25 14-15 999 240
BC 0.96 Vert(CT) 0.49 11-12 970 180
W8 0.83 Horz(CT) 0.15 9 n/a n/a
Matrix -MS
3x4 =
Scale - 1:60.7
3x6 =
PLATES GRIP
MT20 244/190
Weight: 221 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 2-10.2 oc pudins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 6-14
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3078/948, 3.4-2851/917, 4-5=2135/780, 5-6=1847l755, 6-7=2135/780,
7-8-28561917, 8-9=3078/948
BOT CHORD 2-15-760/2808, 14-15=-601/2363, 12-14L411/1872, 11-12=-610/2284, 9-11=769/2712
WEBS 3-15=335/186, 4-15=-94/525, 4-14=W6/287, 5-14=1681637, 6-12=-163/704,
7-12=466/287. 7-11=941524, 8-11-335/186
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2pst: BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft: eave=Sft: Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17.0-0. Exterior(2) 17-0-0 to
27-2-15, Interior(1) 27-2-15 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psi bottom chord live load nonconeurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCOL = 1O.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb)
2=302. 9=302.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.,pny.,qlectronic eoI es.
iTjto ew,s:?iA).Wnif,EWo_: ' . i4 K1 , Iqq2: Cert ¢
a
r.
1i89.1rPaik E if&v a . BtR
pttli•;
February 23,2018
QWARMNG • VarNy design paramalan and READ NOTES ON THIS AND INCLUOED af1TEK REFERENCE PAGE 1101.7472 rev. IOM"016BEFORE USE I..trS Design
valid for use ony with MfTakS eartnectem. This design is based any upon parameters shoam, and It tar an lndMdual building component, not a
truss "am. Before use, the building designer must vedy the applicability of design parameters and property incorporate this design into the overall building
design. Bracing Indicated is to prevent building of indMdual truss web ants*. members ony Additional temporary and permanent bracing µ Mirandpropedaage. Far general guidance regarding the Is anvaysrequiredforstabilityandtopreventcollapsewithp*&-' personal injwy rtym tJSa . fabrication. storage.
do". erection and bracing of busses and truss "am. ANSVfPII Duality CdterIC DS6446 and SCSI Building Component 6W Paft East atvd. Safety Information
avasable from Truss Pima Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314• Tamps. FL 361110
Job Truss cuss Type Oy Ply Park Sq HmslMafgate II 1966A1 Tt3324741
PKS1966A A4 HIP 1 1
Job Reference (ontionall
mia-rionaa Lumber, banOw, rL. a.130 s Sep 15 2017 MiTek
54-5 4-9-13 4.9-13 5.0.0 5" 4-0-13
Sx5 =
t.Sx4 11 Sx5
5 23 6 24 7
Inc. Fri Feb 23 12:45:18 2018 Paoe 1
4-9-13 54-5
Scale a 1:68.8
14
a so t3 to ,x1 12
3x8
3x8 = Sx8 = 3x8 =
3xS
1 1Q2.3 2^ ^ " 2 g.19 1 40.O0
1f12.3 n.9-13 13 10-2.3
Plate Offsets lX.Yll- 12:041-0.tit-101.15:0-2-8.0.2-41.17:0.2-8.0-2-41.110:0.8-0.0-O-101. 113:0-".0-3.41
LOADING (pas) SPACING- 2-0-0 CSI. DEFL. in (loc) Well LID PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.34 13-14 999 240 MT20 244/190
TCOL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.59 13-14 808 ISO
BCLL 0.0 Rep Stress Inv YES WB 0.46 Harz(CT) 0.13 10 We We
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2-1660/0-7-8, 10=1660/0-7-8
Max Harz 2=153(LC11)
Max Uplift 2-302(LC 12). 10=302(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3102/984, 3-4-28091900. 4-5-2835/1022, S-6-2203/826, 6-7-2203/826,
7-8=2835/1022. 8-9=2809/900, 9-10=31031984
BOT CHORD 2-14-798/2852, 13-14=480/2076, 12-13=48912008, 10-12=-807/2737 WEBS 3-14-
3631187, 4-14-308/231, 5.14-3011879, 5.13-94/482, 6-13-336/178, 7-13-94/
482, 7-12-301/879, 8-12-308/231, 9-12-363/187 Weight: 221 Ill
FT - 20% Structural wood sheathing
directly applied or 2-10.15 oc pudins. Rigid ceiling directly
applied or 7-0-2 oc bracing. NOTES- 1) Unbalanced
roof
live loads have been considered for this design. 2) Wind: ASCE
7-10; Vu@=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCOL-3.Opsf; h=15ft; B=45ft; L-24ft; save=5ft; Cat. II; Exp B;
Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0. Exterior(2) 15.0-0 to 29-2-1
S. Interior(1) 29-2-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.
60 3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between
the bottom Chord and any other members, with BCDL - 10.Opsf. 6) Provide mechanical
connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2-302, 10=
302. This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified Qn.apy,e
lj?gronic Copies. lThomas pt
AlbafiiP.,E 1o:3TIM11:ek Si:.e"F`Gert.66 . y689i'Pitik lE'
BM' .-3981Q 1Pit?; February 23,
2018
0 WARNINO - V.
y design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MF7472 ~. I&W/2015 BEFORE USE. Design valid fa
use only With Urrek® eatnea0n. This design is based only upon parameters sham, and is for an Individual building camponera, net a truss system.
Solaro use, the building designer must weft the applicability of design parameters and property in, - s , - a this design into the overall HE building design. 8roeft
indicated is to prevent budding of individual truss Web anerar Mold members only. Additional temporary and permanent bracing is always required
far srabaty and to prevent 606apse With possible personal Injury and property damage. Fa general guidance regarding the NO fabrication, storage, delivery,
erection anal bracing of tastes and truss systems, see ANSVIP11 Quality Crherta, 058412 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information availablehamTmaPlataInstitute, 218 N. Lae Street, cute 312. Alexandria, VA 22314. Tamps, FL 36810
Job Truss Truss Type Dry Ply Park Sq HmslMargate II 1966A
T13324742
PKS1966A A5 HIP 1 1
all
Mid•Flonda Lumber, Bartow. FL.
644 6-2-12 74-0
Sx8
4 23 24
6.130 s Sep 15 2017 Mt7ek Industries. Inc. Fn Feb 23 12:45:20 2010 Page 1
d3Wg7GiheOMI42Dxyq_6KongCtdrMTitOt7TJGvl6cwOV MmOz8u78KB190VziFNh
t74-0 33-2-12 460.0 1
7-0-0 6.2-12 8 9 4 -0-0
1,Sx4 II 5x8 =
5 25 26 6
Scale-1:68.9
14 13 2e 12 Ju
11 10
34 =
1.50 II 3x4 = 5x8 = 3x4 = 1.Sx4 II
3x8
i 20dd I 3321.14-0847-0-
02 Plate Offsets (
X.YH 14:0-&0.0-2-81,16:Q6-0.0-2-81. 112:0-4-0.Q3-01 LOADING (psf)
SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TOLL 20.
0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) -0.20 12 >999 240 TCOL 10.
0 Lumber DOL 1.25 8C 0.81 Vert(CT)-0.42 12-13 >999 180 BCLL 0.
0 Rep Stress Inc YES WB 0.62 Horz(CT) 0.16 8 n/a nla BCDL 10.
0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD BOT CHORD
2x4 SP No.2 BOT CHORD WEBS 2x4
SP No.3 REACTIONS. (lb/
size) 2=16WIO-7-a, 8=1660/0-7-8 Max Hors
2=134(LC 10) Max Uplift
2=302(LC 12), 8=302(LC 12) FORCES. (lb) -
Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD
2-3=3097/985, 3.4=25MI56, 4-5=24931928, S-6=24931928, 6.7=25061866, 7-8-
3097198S BOT CHORD
2-14-790/2705, 13-14=790/2705, 12-13=SS2/2172, 11-12-560/2166, 10.11=799/2705, 8.10 =
79912705 WEBS 3-
14=0/269, 3-13=-6251272, 4-13=-89/491, 4-12=170/578, 5-12=481/246, 6.12=
170/578, 6-11=-891492, 7-11=625/272, 7-10=0/269 PLATES GRIP
MT20 244/
190 Weight: 212
lb FT = 20% Structural wood
sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling
directly applied or 646-10 oc bracing. NOTES- 1)
Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL-3.0psf; h=15ft; 8=45ft; L-24ft; eave=5ft; Cat. II; Exp
B: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 31-2-
16, Intefior(1) 31-2-15 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-
1.60 3) Provide
adequate drainage to prevent water ponding. 4) This
truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This
truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit
between the bottom chord and any other members, with BCDL - I O.Opsf. 6) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=1b) 2-302.
8-302. This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on,sny,
lectronic copies. Nl'ta'
L,ilsggatrj FC 6s.° 698! Palk%
E t BlvaV,a814February 23,
2018 AWARNING • Vardy
dosW parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Aff"472 rev. 11141MIS BEFORE USE. Design valid
for use only with UrrekS conneflors. This design is based only upon parameter shown. and is for an Individual bulking component, not a thus
system. Before use, the building designer must warty the applicability of design parmesan and Property inraporate this design Into the overall building design.
Bracing indicated is to prevent budding of Individual truss web and/or chord members any. Additional temporary and permanent brtlng 11tI' Is always
required tar gab" and to prevent Collapse win possible personal Injury and properly damage. FM general guidance regarding the LYis fabdution, storage,
delivery. erection and brdng of trusses and truss systems, see ANSVTPIt Quality Criteria, OSS49 and BCSI Building Component 6904 Pane East BM. Safety information
available from Truss Piste Insisted, 218 N. Lee Street. Suss 312. Alexandria, VA 22314. Tampa, FL 36810
Job Truss Truss Type Oy Ply Pane Sq Hms/Margate It 1966A
T13324743
PKS1%" A8 HIP 1 1
Mid -Fianna Lumber, uanow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:21 2018 Page 1
ID:rffnwM3Wg7GihcOMh42Dtryq 6K-G_Oa4zs EO7FVH2WgdOL97wkg9nNwFiHYrliwxziFWy
t 594 11-00 t7-0-0 23-00 29-0-0 3a2-12 a0-0-0 t
0-0 5 9 4 5 2-12 6-0 0 6-0-0 8-0-0 6.2-12 5 9d -0-0
Seale a 1:68.9
5x5 =
3x4 = 3x4 = SxS =
4 24 25 S 6 26 27 7
15 14 " " 12 11
3x6 =
1.Sx4 II 18 = 6x6 - 10 = 1.Sx4 11 3,6 -
Sod
S•gd
tt-0-0 20.0.0 2gd1.0 34-2.t4 I 40.0a
5.2-12 5•g-45-2-12
I
9.0-0 8-0.0
Plate Offsets (X.Y1- 14:0.2-8.0-2-41. 17:0-2-8.0-2-41.113:0.3-0.Edoel
LOADING (psf) SPACING- 2.0.0 CST. OEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) 0.24 12-13 999 240 MT20 244/190
TCDL 10.0 Lumber OOL 1.25 SC 0.74 Vert(CT) 0.53 13-14 909 180
SCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.15 9 n/a nla
BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 208 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/Size) 2=1660/0-7-8, 9=1660/0.7-8
Max Hors 2=115(LC 11)
Max Uplift 2=302(1-C 12). 9=302(LC 12)
FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3135/1016, 3.4=2668/912, 4-5=23391872, 5-6-2884/1014, (-7=-23391872,
7-8-2668/912, 8.9=3135/1016
BOT CHORD 2-15=-827/2747, 14.15=827/2747, 13-14=789/2834, 12-13-793/2834, 11-12=-835/2747,
9.11-835/2747
WEBS 3.14=493/237, 4-14=231/856. 5-14=7761262. 6.12=776/262, 7-12=2311856,
8-12- 4931237
Structural wood sheathing direly applied or 3413 oc puffins.
Rigid ceiling directly applied or 6-10.14 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (&second gust) Vesd=108mph; TCOL-4.2psf; BCDL-3.Opsf; h=15ft: B=45ft; L-24ft; eave=5ft; Cat.
II; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 11-0-0, Exterior(2) 11-" to
33-2-15, Interior(1) 33.2-15 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate
grip DOL-1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except (jt=lb)
2-302. 9-302.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
Qn.p!)y &lectronjc co es.
1•T tomas:piAlti;`fiiP.,E9 o:3_-.
1t1fe c1• If e:"fisGen,6
6891Paik E it 411- ,MBtR
February 23,2018
QWARMNG - Veritydesign paamaters and READ NOTES ON THIS AND INCLUDED AtREK REFERENCE PAGE MIF7472 rev. 184MIS BEFORE USE. Design
vaW for use wily with MiTekS connectors. This design is baud only upon parameters shorn, and is for an MhidmW budding component, notNo atruss "am. Before uu, the budding designer must verify ere apptiuElliy of design parameters and property incorporate this design into me owed t'•
buddingdesign. anteing indicated is to prevent bucking ef indiviidual truss web and/or chord members any. Additional temporary and permanent bmcirV 132t.
1B.. isakvaysrequiredforstabdiyandtopreventCogapsewithpossiblepersonalinjuryandpropertydamage. Fa general guidance regarding the 1ri M.. fabrication,
storage• delivery, erection and bracing at trusses and truss systems, see ANSVTPII Duality Criteria, OSS42 and BCSI Building Component 8904 Parke East Blvd. Safety
Information avadoble from Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36010
Job Truss russ Type PlyPark Sq Hnls&Aargate II 1966A
HI 10ty T733247M
PKS1966A A7 P 1 1
Job Reference (onfionall
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fri Feb 23 12:45:22 2018 Page 1
1D:rFfnwM3Wg7G kcOMh4ZD>fycL6K-kAyyHJtc7K767RdiNKvaiLTplZ4VlorOnVnGTOziFWx
4$4 94?-0 16.4-9 237.7 314-0 352-12 40-0-0 t
0-0 4-9.4 4-2-12 74-9 7-2-t3 748 4-2-12 4-9d
2/
Sid
3x4 = 31d3 = 1.5x4 II
Ann rt -2 4 24 2526 5 6 7 27 28 29
5x6 =
Scale - 1:68.8
t.Sx4 1.5x4 9
3 9
23
2 10
16 Is
14
13 12
3x8 =
3x4 = 30 = 44 = 3x10 = 3x4 =
to--]
3x8 =
I 9" 16.4-9 73-7-7 1 31b0 1 40b0
9-0-0 7-4-2 7.2-13 74-9 9-0.0
Plate Offsets (X.Y- 12:0460.0.0-101.14:0.6.0.0-2-81.18:0-6-0.0-2-81.H0:0.8-0.0-0-141
LOADING (psi) SPACING- 2.0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.27 13.15 999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 SC 0.94 Ven(CT) -0.58 13-15 z-830 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.18 10 We n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 202 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 'Except• TOP CHORD Structural wood sheathing directly applied.
6.8,4-6: 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-13
WEBS 2x4 SP No.3
REACTIONS. Iblsize) 2=166010-7-8.10=1660/0.7-8
Max Harz 2-96(LC 10)
Max Uplift 2=302(LC 12), 10=302(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3121/1065, 3.4=2839/957, 4-5=3467/1203, 5-7=-3468112O3, 7-8-3468/1203.
8-9=28391957, 9-10=312111065
BOT CHORD 2-16=879/2762, 15-16=692/2495, 13-15=995/3467, 12-13-700/2495, 10.12=-886/2762
WEBS 3-16-3161211. 4-16-48/414, 4-IS-390/1225, 5-15 =505/248, 7-13=-466/245,
8.13=390/1226, 8-12=-48/414, 9-12=316/2/ 1
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; 8CDL=3.0psf; h=15ft; 8=45ft; L-24ft; eave=5ft; CaL
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 2.0-0. Interior(1) 2-0.0 to 9.0.0, Exterior(2) 9-0-0 to
35.4-11. Interior(1) 35-4-11 to 41-0.0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. This item has been5) ' 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 rd between the bottom chord and any other members. electronically signed and
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by Albani, Thomas, PE
2=302. 10=302. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on ectronic copies. eoi es.
9
et86Mi
Thomkas:p(AI_tianiP.,E
ON P iSkX9fT$ eig February
23,2018 0
WARNINO • Var ly design paramarars and READ NOTES ON THIS AND INCLUDED ef1TEK REFERENCE PAGE eeF7473 rev. 1093r1015 BEFORE USE Design
valid for use onty with WNW connector&. This design Is based any upon paramatera shwm, and is far An individual budditq Component, not a
truss synch. Before use, the building designer must wMy the applicabllay of design parameters and property incorporate this design into the overall WK building
design, among irWic led is to prevent burAang at individual truss web and/or chord members only. Additional temporary and permanent bracing OW alwaysrequiredfarstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the sills tabdMion,
storage, deWery, erection and bracing of trusses and truss systems, ace ANSVrPIt Gustily Celterla, 0484g and SCSI BuOding Component 6904 Parka East BNd. Be"
trdamunlon available hom Truss Plate Instbute. 218 N. Lee Street. Suite 312. Almndru. VA 22314. Tampa. Ft. 311610
Job Truss Truss Type Oty Park lMSqHmsargate II 1966A
1ply T13324745
PKS1966A A8 HIP 1
Miartbnaa Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 12:45:24 2018 Page 1
I D:rFkrwM3Wq?GihcOMh42Dxyo_6Ky24ii?usWtQJgMkmSVlx2nmY9aNp87fajFpGNXG2iF Wv
3 94 7-0 0 13 l4 20-041 28 S2 33-0-0 36.2-t2 a0430 1
41-0 3 9 4 32.12 64i-t 4 6-5-28 S2 64ir 14 3.2.12
Scale = 1:68.2
Sx5
3x8 = 1.5x4 II 3x6 = 3x8 = _
6.00 12 4 3d >5 52A 17 1A x m1 6 11 7 V) a it v 14 IS 9 Sx5
PPP_ IPM4
P<
1!4i iPRM_Mib ni___ i
17
37 38 16 39 40 41 42 15 43 44 45 14 46 47 4e
13
3xS = 34 = 1.Sz4 II 5x8 = 1.5z4 11 3x8 - 3x6 =
I 7-0-0 I 13.8.14 2n-0d 2652 3_/h d0.Q0
6.614 7-0-0
I7-0-0 6814 65-2 t35.2
Plate Offsets (X.Y1- 14:0-2-8.0-2-41.19:0.2-8.0.2-41.f15:0.4-0.0-3.41
LOADING (psf) SPACING- 2-0.0 CS1. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 15 2.999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.73 Vert(CT) 0.79 14-15 607 180
8CLL 0.0 ' Rep Stress tncr NO WB 0.71 Harz(CT) 0.20 11 We n/a
BCDL 10.0 Code F8C2017frPI2014 Matrix -MS Weight: 404 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2-2964/0-7-8, 11=296410.8-0
Max Harz 2-77(LC 6)
Max Uplift 2-759(LC 8). 11-760(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=6004/1534, 3-4-5852/1521. 4-5-S303/1403, 5.6=882S/2310, 6.8=-8825/2310,
8-9=530311404.9-10-S8S3/1521, 10.11=-6005/1534
80T CHORD 2-17=1307/5310, 16.17-1984/7989, 15-16 =1984/7989, 14-15=1984/7990,
13-14=-1984l7990, 11-13=1308/5311
WEBS 317=252/63, 4.17=422/2054, 5-17=-3106/799, 5-16=01479. 5-15=237/987.
6.15=-068/304, 8-15=-236/986, 8-14-0/479, 8-13=3107n99, 9.13=-422/2054,
10-13=253/63
Structural wood sheathing directly applied or 3-3-15 oc purling.
Rigid ceiling directly applied or 9-9-4 oC bracing.
NOTES-
1) 2-ply truss to be Connected together with 10d (0.131" &') nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (13), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL-3.Opsf; h-15ft; 8=45f1; L=24f1; eave=SR; Cat.
11; Exp 8; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcur ent with any other live bads.
7) 'This truss has been designed for a live load of 20.Opsf on the bottom card in all areas where a rectangle 3.6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of ass to beating plate capable of withstanding 100 lb uplift at joint(s) except (it=fb)
2=759, 11=760.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.pny_lectronic copes.
iTl1o' t, Alb;"nlfEMii.393VMektiSA I "c;•f'%Cert,86f_... .
ss9si P3*ar'B1Y' : mein
February 23,2018
Q WARMSIO • Vedfy design parameran and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AN•7473 rev. t&WWtS BEFORE USE
Design valid lot use only with MfTek* wnneaon. This design Is based only upon parametara shown, end it for An individual building component, not
a trust System. Before use, the building designer must verify the applitabeny of design parameters and property incorporate this design kdo the Overall MR
building design. Bracing indicated is to prevent budding of individual trust web andiat chord member only. Additional temporary and permanent bracing 11wT'
is away& required for stability and to prevent collapse with posW personal injury and proda pertymage. For general guidance regarding the K1111 fabrication.
storage, delivery. erection and bracing of asses and truss "am&. we ANSVTW I Quality Criteria, OSS49 and SCSI Budding Component 6904 Parke East Blvd. SafetyInformationavailableItemTrussPlateInftada. 216 N. Lee Street. Sues 312. Alexandria. VA 22314. Tampa, FL 38810
Job Truss runs Type Park Sq Hm&Wargate II 1966A
10ty jPIy T13324745
PKS1966A All HIP 1 2 Job Reference loptionall
Mid -Florida Lumber, 0artow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:24 2018 Page 2
ID:rffrrwM3 Wq?GiheOMM2Dxyq_6K-g24ii7usVMgMkmSVlz2nmY9aNp87fajFpGNXGziFVW
NOTES-
9) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 208 lb up at 7-0-0, 97 lb down and 106 lb up at
940-12, 97 Ib down and 106 Ib up at 11-0-12. 97 lb down and 106 lb up at 13-0.12, 97 lb down and 106 lb up at 1S40-12, 97 lb down and 106Ib up at 17-0-12, 97 lb down
and 106 lb up at 19.0.12, 97 lb down and 106 lb up at 20.11-4, 97 lb down and 106 lb up at 22-11-4. 97 lb down and 106 lb up at 24-11-4. 97 lb down and 106 lb up at
26.11-4. 97 lb down and 106 lb up at 28-11-4. and 97 lb down and 106 lb up at 30.11-4, and 190 lb down and 208 lb up at 33-04 on top chord, and 334 lb down and 99
Ib up at 7-0.0, 66 Ib down at 9 12, 66 Ib down at 1140-12, 66 lb down at 13-0-12. 66 lb down at 15 12, 66 lb down at 17-0.12, 661b down at 19 12, 66 lb down at
20.11-4. 66 lb down at 22-11-4. 66 lb down at 24-11-4, 66 lb down at 26-11-4, 66 Ib down at 28-11-4, and 66 lb down at 30.11-4, and 334 Ib down and 991b up at
32-11-4 on bottom chord. The designiselection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25
Uniform Loads (pin
Vert: 1-4=-60, 4-9=-60, 9-12--60, 18-21-20
Concentrated Loads (lb)
Vert: 4=143(F) 7=97(F) 9=143(F) 17=-334(F) 13a334(F) 24=-97(F) 25=97(F) 26=97(F) 28=97(F) 29-97(F) 30=97(F) 31L97(F) 32=97(F) 34=97(F)
35-97(F) 36=-97(F) 37-41(F) 38-41(F) 39=41(F) 40--41(F) 41-41(F) 42-41(F) 43=-41(F) 44-41(F) 45=-41(F) 46=-41(F) 47=-41(F) 48=-41(F)
Q WARNING. Venly design paramatera and READ NOTES ON rNIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rv. 111A1.VAIS BEFORE USE
Design valid for use only with Mfrek* connectors. This design is based only upon parameters shown, and is for an individual building component, not
e truss system. Before use, the building designer must waft the applicability of design parameters and property iecorperste this design into the overall
budding design. Bracing indicated is to prevent Welding of individual truss web and/or chord member only. Additional temporary and permanent !raring 1t
is always required for stabdity and to prevent Collapse with pa"ItIA personal injury and property damage. For general guidance regarding the .+r'•
fabrication. storage. delivery. erection and bracing of trunes and con "ams, sae ANSVTPII Ouathy, Crhenla, OSS41 and BCSI Building Component 6901 Pare Era BIW.
Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Aleandria. VA 22314. Temps. FL 36610
Job Truss Truss Type Oy Ply Park Sq HmslMargate II 1966A
T13324746
PKS1966A A9 HIP 1 1Job Reference (ontionall
mnrrrsar rue + . oarruw. rL• e.lau s Jep 1 D zul r mi i ex inaustnes, ine. Fn Feo 23 12:45:25 2016 Pagel
648 &" ' 241-0 ' 6-" 6-0-8 6.7-0
Scale = 1:71.7
Sx5
6.00 12 51®
5 g
t4 12
3x8
3x4 = 4d1 = 3x4 = 3x6 =
34 = 3x4 =
LOADING (psf) SPACING- 2.0-0 CST. DEFL. in (hoc) I/defl Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.29 11-12 >999 240
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.55 11-12 >872 180
8CLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.13 9 We nla
SCOL 10.0 Code FBC2017frP12014 Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (Ib/size) 2=1660/0-7-8, 9=l660/0.7-0
Max Horz 2=189(LC 11)
Max Uplift 2=302(LC 12), 9-302(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-30441919. 3.4=2793/881, 4-S-1997f733, 56=1713/707, 6.7=1996f733,
7-8=27931881, 8-9-30441919
BOT CHORD 2-15=722/2752, 14-15=544/2256, 12-14=334/1714, 11-12=55312203, 9-11=-730/2678 WEBS 3-15-
3691204, 4-15=104/593, 4-14=749/316. 5.14-2111648. 6-12=1891675, 7-12=7521316.
7-11-104/595, 8-11=3681204 PLATES GRIP MT20
244/190
Weight: 229 lb
FT = 20% Structural wood sheathing
direly applied or 2-7-13 oe purlins. Rigid ceiling directly
applied or 7-3-10 oc bracing. 1 Row at
midpt 4-14. 6-14. 7-12 NOTES- 1) Unbalanced
roof
live loads have been Considered for this design. 2) Wnd: ASCE
7-10: Vuh=140mph (3-second gust) Vosd=108mph; TCDL-4.2psf; BCDL-3.Opsf; hal5ft; B=45ft; L-24ft; eave=5ft; Cat. 11; Exp B;
End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2.0-0, Interior(1) 243-0 to 1841-0. Exterior(2) 18-6-0 to 21-4-0.
Interior(1) 25dr15 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60
3) Provide adequate
drainage to prevent water ponding. 4) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 5) - This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will fa between
the bottom Chord and any other members, with BCOL = 10.Opsf. 6) Provide mechanical
Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=302, 9=
302. This item has
been electronically signed and
sealed by Albani,
Thomas, PE using a Digital
Signature. Printed copies of
this document are not
considered signed and sealed
and the signature must be
verified on.pny&lect;
onic coppes. iThoinas A({lb
lii4EMo:3Q3A0 y6993 Park `W
a , 81p i 1gy February
23,2018
Q WARNING • VNrfy
design pammst rs and READ NOTES ON "Its AND INCLUDED MTEK REFERENCE PAGE MII.7472 rev. 1442MIS BEFORE USE. Deign valid for
use only with M1Tek* connectors. This design is based only upon parameters shown, and is for an individual budding cemponem, not truss system. Beata
use, the budding designer must Wtty the applicability at design parameters and properly inrarporme this design into the overall µ budding design.
BracingIndicatedistopreventbucklingofindividualbussweband/or chard members only. Additional temporay and permanent bracing IIt11..T Is always required
far subilily and to prevent Collapse with possible personal injury and property damage. For generN guidance regarding the fabrication. storage. detvary.
erection and bracing of trusses and truss systems. am ANSIRP11 Quality CntarU. OSS42 and SCSI Budding Component 6904 Parka East Blvd. Safety Information available
Cam Truss Plata Institufe. 216 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa. FL 3WI0
Job Truss cuss Type oy PlyPark Sq Hms/Margate II 1966A
T13324747
PKS1966A A10 HIP 1 1
Job Reference (onflonall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 M1Tek Industries, Im Fri Feb 23 12:45:04 2018 Page 1
10:rFkmM3Wq7GifroOMh4ZDxyq_6K-Git9W9fJEoshgFEKYaMzYlIkJwRbgneiOJdINFXO 571-
0 11.3 16$0 23.4-0288.8 34-1-0 Mg 1 511.
0 S4$ 5.4-6 8$0 5-4-8 S4-0 571-0 01
3x8 =
3x4 =
6.
00 t2 Sx5
Sx8 =
3
24 25 6 o
14
12 - „ 3x8 =
16 = 3x4 = LOADING (
psf) SPACING- 2-0 O CSI. TCLL
20.0 Plate Grip DOL 1.25 TC 0.82 TCDL
10.0 Lumber DOL 1.25 BC 0.93 BCLL
0.0 ' Rep Stress Incr YES WB 0.77 BCOL
10.0 Code FBC2017frP12014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 BOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 2-1660/0-7-8, 9=166010-7-8 Max
Horz 2=169(LC 10) Max
Uplift 2=302(LC 12), 9-302(LC 12) DEFL.
in (loc) I/de8 L/d Vert(
LL) -0.23 14-15 >999 240 Vert(
CT) -0.47 11-12 >999 180 Horz(
CT) 0.15 9 file n1a 3x4 =
Scale -
1:69.6 PLATES
GRIP MT20
2441190 Weight:
220 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT
CHORD Rigid ceiling direly applied or 2-2-0 oc bracing. WEBS
1 Row at midpt 6-14 FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3-30841953. 3.4-2862/922, 4-5=2164/789, 5-6=1876f162, 6.7=2164/789, 74-
28671922. 8-9=30851953 BOT
CHORD 2-15=-76W808, 14-15=-610/2376, 12-14=-424/1900. 11-12=-619/2300, 9-11-775/2719 WEBS
3-15 =3291183, 4-15=-93/509, 4-14=645/281, 5-14=1591630, 6-12-157nO3, 7-12-645/281, 7-
11=93/508, 8-11-3291183 NOTES- 1) Unbalanced roof live
bads
have been considered for this design. 2) Wind: ASCE 7-10:
Vuh-140mph (3-second gust) Vasa-108mph; TCDL=4.2pst BCOL=3.Opsf; h=15ft: 8=45ft; L=24ft; eave=5ft; Cat 11; Exp B; End., GCpi=
0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0.0 to 168-0. Exterior(2) 16.8.0 to 27-6.15, Interior(1)
27-6-15 to 41-0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL=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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom
chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=302, 9=302. This
item has been electronically
signed and sealed by
Albani, Thomas, PE
using a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the
signature must be verified on„ !
iy,,tlectronic coo es.
r uus•pjAlti;"wni1ft.,EWo:
3_ . OI cMlYefc1 S g':Ir_e,.•
Gert;Ee ¢' r 699A?aiki'E>ilft3lv a- .
Bta February 23,2018 AWARNING . V
dfy design Parameters
and READ NOTES ON MIS AND INCLUDED aaTEK REFERENCE PAOE WF7475 rev. td =111 l3 BEFORE USE. Design valid lot use only
with UrrekS connectors. This design is bated coy upon parameters sham. and is far an individual budding comPonenl. not a cost system. Galore use,
the budding designer mutt verity the applicability of design parameters and property Incorporate this design into the overall budding design. Bracing indicated is
to prevent bonding of indhidual truss web andror chard members only. Additional temporary and pam invent bracing Is aturays required for stabWly
and to gravers collapse with possible personal injury and property damage. For general guidance regarding the fabrkelfon, starage, delivery. erection and
bracing of vusaea and in= systems, ace ANSIRPI1 Quality Criteria, OSBAI and SCSI Building Component SON Parke Fast BhA. Safety Information avalleble Item Truss
Plate Institute, 218 N. Lee street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type Dry Ply Perk Sq Hms/Margate IIIN"
1 T13324748
PKS1966A A11 HIP 1 1
Job Reference (optional)
Nuo-rionaa Lumber, narrow, I'L.
7-7-4 7.0-12
5x8
t.5x4 II
4 23 5 24
8.130 S Sep 15 2017 MTek Industnes, Inc. Fri Feb 23 12:45:05 2018
7412 7.7-4
Scab = 1:68.2
14 13 12 " 11 10
3x8 =
1.Sx4 II 3x4 = Sxe = 30 = t.Sx4 II 3x8 -
14$-0 20.611 25.4-D 3Z4-12 d6D•DI7-7.4 7472 Sa11 5.4-0
I i7t27.7-d
Plate Offsets (X.Y1- r4:0-".0-2-81,16:0-60.0-2.81. r12:0.4-0.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) -0.18 12 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.36 11-12 :-999 180
BCLL 0.0 ' Rep Stress Ina YES W8 0.93 Harz(CT) 0.16 8 n/a n/a
8CDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 219 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1660/0.7-8, 8=16W10-7-8
Max Harz 2-150(LC 10)
Max Uplift 2-302(LC 12), 8-302(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=3062/958, 3.4=23711824, 4-5=2186/843, 5-6=21861843, 6-7-2371/824,
7-8-3062/958
BOT CHORD 2-14-758/2667, 13.14=758/2667, 12-13=-491/2031, 11-12=499/2031, 10-1 1-76712667, 8-10=76712667
WEBS 3-14=
0r319, 3-13=734/306, 4-13=1031516, 4-12-1151409, 5.12=351/175, 6-12-1151409. 6-11=-1031516,
7-11-734/306, 7-10=01319 NOTES- 1) Unbalanced roof live loads
have
been considered for this design. 2) Wind: ASCE 7-10: Vull=
140mph (3-second gust) Vesd=108mph; TCOL-4.2psh 8CDL-3.Opsf; h=15ft:8=45ft; L=24ft; eave=5ft; Cat II; Exp 8: End., GCpi=0.
18: MWFRS (directional) and C-C Extetior(2) -1-0-0 to 2.00, Interior(1) 2.0.0 to 14-8-0. Exterior(2) 1448-0 to 29-6-I S, Interior(1)
29-6-I S to 41.0-0 zone:C-C for members and forces 3 MVUFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide
adequate drainage to prevent
water ponding. 4) This truss has been designed
for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. This item has been 5) This
truss has been designedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, with BCDL = 10.0psf. electronically Signed and 6) Provide mechanical connection (by others)
of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) sealed by Albani, Thomas, PE 2=302, 8=302. using a
Digital Signature. Printed copies of this document are
not considered signed and
sealed and the signature
must be verified on,,pny,
A)•palectronic copies. i-
Thorilu pi niP.,EMo:3
W i4K1$l Igqe;=CerffiB _r,,,,,
y690.1 Palk%E>st'
61v•' ,-33!{1A splhti February 23,2018 QWARMNG - Vadly
dealgn
parameters and READ
NOTES ON 7NIS AND INCLUDED AUTEK REFERENCE PAGE UN-7472 rev. 10MMIS BEFORE USE. Design valid far use arty won
MRek® connectors. This design is based only upon parameters shown, and is tar an indnAdual building eomponern, not a truss "am. Before use, the
bui1dirg designer must verify the apokabildy, of design paramaers and property Incorporate this design Imo the overall twildog design. aMdng IndieWed is to
prevent budding of individual trUn w ab and/or Them members ony. Additional temporary and permanent braang sYd.1B.. is always required tot
Stability andtopreventcollapsewonpass' We personal injury and properly damage. For general guidance regarding the fstv"ion, storage, delivery, erection and
bradng of trusses and wit systems. See ANSVrPl1 Quality Crlterle, OSS42 and BCS1 Building Component 090e Pane East BtW. Safety Information available from Truss Plate
Institute, 216 N. Lae Street. Suite 312. Alen", VA 22314. Tampa. FL 36610
Job Truss ssType Oy PlyPark Sq Hms/Margate 11 19WT13324749
SpFCIALPKS1966AAl2 1 1
Mid -Florida Lumber, Bartow, FL. a.130 s Sep t 5 2017 MRek Industries. Inc. Fn Feb 23 11
10:rFhhwM3wg7GftOMh4ZDrA_6K-cgg2ZsiS2KUy3R7C76AXgbRakKhe
1 7$12 14$0 164-1 2144 27.4-0 33.4-12 40-U
7$12 6-9.4 1-10-0 5-4-3 5 e 6$12 6.7-4
595 =
4 5K = 1.5x4 II Sx8 =
2015 Page 1
Scale - 1:70.1
ru —
15
r•
13 '
u
12 11
3x6 =
3x4 — 4)6 = 3x6 = 319 = 3x4 = 1.5x4 11 3xa —
1 4531 18.1 21.9-4 27.4-0 1i.4-,2 I 4t)QO 1
aSa 6,a9 5 3 57-t2 6a12 e74
Plate Offsets (X.Y- 17:0$0.0.2-81
LOADING (psf) SPACING-
27
CSI. OEFL. in (loc) I/de0 Lid
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ven(LL) 0.21 15-16 999 240
TCDL 10.0 Lumber OOL 1.25 BC 0.74 Ven(CT) 0.47 16-22 999 180
8CLL 0.0 ' Rep Stress Iner YES WB 0.61 Horz(CT) 0.13 9 n/a We
SCOL 10.0 Code FBC2017frP12014 Matrix -MS
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 223 lb FT - 20%
TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing direly applied.
80T CHORD 2x4 SP No.1 80T CHORD Rigid ceiling directly applied or 7-2-2 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 5-13
REACTIONS. (lb/size) 9=1660/0-7-8, 2=166010.7-8
Max Hors 2-148(LC 11)
Max Uplift 9-302(LC 12), 2-302(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3-3000/919, 3.4-2841/953, 4-5=2666/957, 5.6=2517/897, 6-7=2517/897,
7-8=2528/835, 8-9=31071942
80T CHORD 2-16=711/2698, 1516=-468/2094, 13-15=592/2478, 12-13=543/2187, 11-12=761/2715,
9-11-76112715
WEBS 3-16=440/259, 4-16=237n47, 4-15=528/1652, 515=1421/552, 5-13=75/279,
6-13-3791198, 7-13=172/5S2, 7-12=-83/460, 8-12=614/250, 8-11-0/267
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 8COL=3.0psf: h=15ft; 8=45ft; L=24tt; eave=511; Cat
11; Exp 8: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0.0 to 14-6-0. Exterior(2) 14-6-0 to
30-4-0, Interior(1) 30.4-0 to 414-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
This item has been5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will rid between the bottom chord and any other members, with SCOL = 10.Opsf. electronically signed and
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) sealed by Albani, Thomas, PE
9=302, 2=302. using a Digital Signature.
Printed Copies of this
document are not considered
signed and sealed and the
signature must be verified
on.pny.lectron,.ic copies.
T(1orrMw,s'pililbanifE9Jo:3 .
rNt'ieKl S!If'ex"Cirt . ram,,,, 4.?aikiE itBlv i . -338 ,
February 23,2018
O WARNING • Verify design peramerars and READ NOTES ON TM AND INCLUDED aaTEK REFERENCE PAGE 610167473 rev, I&OIS BEFORE USE
Design valid for use only with MRak® connectors. This design Is based only upon parameters shown. and is for an irdh4duet building component, not
a truss system. Before use, the building designer must wady the apitkabUity of design perametars and property ineoryorale this design free the events MR
building design. Bracing indicated is to prevent buckling of individual truss web andiat chord members ordy. Additional temporary and permanent bradng NJI.T' M
is always required for suab8ny and to prevent cadpse w ith possible pen Crud injury and property damage. For general guidance regarding the 1 i IH._
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Duality Cnteda, OSS49 and ecsf Building component 8904 Pence East Bhd.
Safety Information availabie from Truss Plata Instada. 218 N. Lee Stfeet, suite 312. Alexandria. VA 22314. Tampa. FL 38610
Job Truss cuss Type Dry Ply Park Sq Hins/Margate II 1SWA
I T13324750
PKS1966A A13 SPECIAL 1 1
Job Reference lootaonall
Nbo-1.10110a Lumber, uanoW, t-L. e.130 s Sep 15 2017 MiTek Industries. Inic. Fri Feb 23 12:45:11 2018
6.11-12 3-1" 5-4-3 57-12 5012
54 II
25
Scale - 1:70.1
15 " 13 12 11
3x8 -
3x4 = Sx5 = 4x8 - 19 = 3x4 = 1.Sx4 II 3x6 =
2.5-4 N IR-4.1 23$.4 29.4.0 ?• 12 4G.00
9-5-4 &1&12 5-d-3 5-7.12 1SA12 &7
Plate Offsets (X.YI- f7t-6-0.0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ven(LL) -0.33 15.16 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 SC 0.77 Vert(CT) -0.61 15-16 >786 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 9 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 215 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling direly applied or 7-0.12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2-1660/0-7-8, 9=1660/0-7-8
Max Harz 2-148(LC 11)
Max Uplift 2-302(LC 12), 9=302(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=30181935. 3.4-2841/956. 4-5-32981115S, 5-6=290111006. &7=-2901/1006,
7-8=2685/887, 8-9=31461974
BOT CHORD 2-16=-712/2648, 15-16=-468/2030, 13-15=784/2961, 12-13=-08/2343. 11-12=-79912759.
9-11=-79912759
WEBS 3.162-4421261. 4-16-2221790, 4-15=-062/1965, 5.15=16141637. 5-13=252/58,
6-13=-377/197,7-13=253/772,7-12=-69/398,8-12=488/208
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h=15ft; B-45111; L-24ft; eave=5ft; Cat.
II; Exp B: End., GCpi=0.18: MIAFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 14-6-0. Exterior(2) 14-6-0 to
17-&0, Interior(1) 18.4-1 to 41.0.0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
This item has been5) This truss has been designed for a live load of 20.Opst on the bottom card in all areas where a rectangle 3-6.0 tall by 24-0 wide
will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically signed and
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (t=lb) sealed by Albani, Thomas, PE
2=302, 9=302. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on pny,leoVonic co es.
A1i'e.CITS'aQQea<Cirl fi3 i
699d'Faik>st`Blv a , 81A
i 11g4
February 23,2018
O WARNING - Verity design Parameters and READ NOTES ON TNIS AND INCLUDED WIEK REFERENCE PAGE NO.7472 rev. 111M d1S BEFORE USE
Oesion valid for use only With aliTeke camactors. This design is based only upon parameters shorn, and Is for an indiVAual building component, net
a truss "am. Before use, the building designer must venty the applicability of design parameters and property Incorporate this design into the overall MR
building design. Beating indicated is to prevent budding of koi Aduet muss Web andiat chord members only. Additional temporary and pemunent bracing wT
Is always required for stability and to prevent . Collapse With possible personal injury and property damage. For general guidance regarding the kk..
tabriution, storage, delivery, erection and bracing of trusses and ass systems, am ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6004 Parke East SSA.
Satay Ndormatlon evadable tram Truss Plate Instbue. 216 N. Lee Street. Sucre 312. AldxAndna. VA 22314. Tampa, FL 361110
Job Truss ss Type Oy PlyPark Sq HmslMarpate II 1968A
Sp T13324751
PKS196tiA A14 ECIAL 1 t Mid -
Florida Lumber. Bartow, FL. 784
6.11.12 5-10.0 5x5 =
8.
130 s Sep 15 2017 MiTek Industries, Inc, Fd Feb 23 12:45:12 2018 4.
0-12 4-7-4 Scale -
1:70.0 16
15 " 13 12 11 34 =
1.
Sx4 II 3x8 = 3x8 MT20HS = 3x10 = 3x4 = 3,8 I.
Sx4 II 7S4
14$•0 204-t 25.tOd 31-0 4Od-0 I i7$
4 8.11.12 5-10.0 I
58-
0I
5$•
0 8bG Plate
Offsets (X.YH 17:0-&O.0.2-81. f9:0.8-0.0-0.141 LOADING (
pso SPACING- 24).0 CSI. DEFL. in loc) I/de0 Lid PLATES GRIP TCLL
20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.30 13 >999 240 MT20 244/190 TCDL
10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.61 12-13 z-793 180 MT20HS 1871143 BCLL
0.0 ' Rep Stress Inv YES WB 0.87 Horz(CT) 0.19 9 n/a n/a BCDL
10.0 Code FBC2017/rP120/4 Matrix -MS Weight: 210 lb FT = 20% LUMBER-
BRACING - TOP
CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT
CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 5-10.15 oc bracing. WEBS
2x4 SP No.3 WEBS 1 Row at midpt 5.15 REACTIONS. (
lb/size) 2-1660/0.7-8, 9=1660/0-7-8 Max
Horz 2=148(LC 11) Max
Uplift 2=302(LC 12), 9=302(LC 12) FORCES. (
lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3=30631919. 3.4=23981807. 4-5=2365/801, 5-6=3372/1126, 6-7-3372/1126, 7-
8-28551918, 8-9=313211011 BOT
CHORD 2-16=700/2668, 15-16=70012668, 13.15=-1010/3661, 12-13-100913665, 11-
12-67612507, 9-11=-840/2774 WEBS 3.16=0/
308. 3.15=7211282, 4-15=50511676. 5-15=20141696, 5-12-374/99. 6-12=-3651190. 7-12=-359/l107. 7-
11-41/380, 8-11=3151188 NOTES- 1) Unbalanced roof live loads have been
considered
for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-
second gust) Vasd-108mph; TCDL-4.2pst: BCDL=3.Opsf; 11=158; 8=45R; L=24ft; eave=58; Cat. It: Exp 8: End., GCpi=0.18; MWFRS (
directional) and C-C Exterlor(2) -1-0.0 to 2-0.0, Interior(1) 24.0 to 14-64, Exterior(2) 14.64 to 17.641, Interior(1) 20.4-1 to
41.0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to
prevent water ponding.
4) All plates are MT20 plates unless otherwise
indicated. 5) This truss has been designed for a
10.0 psf bottom chord live load noneoncurrent with any other live loads. This Item has been 6) ' This truss has been designed for a
live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide electronically signed and will ra between the bottom Chord and any
other members. sealed by Albani, Thomas, PE 7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=1b) using a Digital Signature. 2=302. 9=302. Printed copies of thisdocumentarenotconsideredsignedandsealedand
the signature must be
verified on.,?ny.lectronic go
nat Altia'nif.,E;
fdo.3gi i
pi AUufPK I"c<f CortG6 689d'Pafk ifBIG
i110 February 23,2018 QWARMNG .
Verily daafgn parametersand READ
NOTES ON THIS
AND INCLUDED hMK REFERENCE PAGE 11647172rev. Clot mts BEFORE USE Oesign valid tar use dray With MiTakS connectors. This design
is based only upon parameters shorn. and Is tar an indMdual building component. not a truss system. Before use. the building designer must vedy
the appk ability of design parameters and properly incorporate Nis design into the overall MR building design. Bracing Indicated is to prevent buildding at Individual
truss Web andror Chord members only. Additional temporary and permanent bracing IV'II,wT!!!lll. Is always required for su idity and to preventcallowWithpossiblepersonalinjuryandpropertydamage. Far general guidance regarding the OWN fabrication. storage. deh". erection and bracing of trusses and in=
Systems. we ANSMI Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Shid. Barely Irderotatton available horn Truss Puts Institute, 218 N. Lee
Street. Suite 312. Alexandria. VA 22314• Tampa. FL 36610
Job Truss Truss Type Ory Park Sq HMSIMargate II 19MA
IPly, T13324752
PKS1966A A15 SPECIAL 1 1
Job Reference (optionall
Mid -Florida Lumber, Bartow, FL.
8.00 12
5x5 =
8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 12:45:14 2018
3.11-0 3-11-0 56-0 5" ' 3412 ' 3.74
Seale - 1:71.3
to
Za
18 17 16 I5 14 13
4x10 =
3:2 II 6x8 = 8x8 = 4JA = 1.Sx4 II Bx8 MT20HS = 3x4 =
3x8
5.2.5 I t10-3
5.25 47.13 4-743 3-11-0 3.11-0 56-0 Sb-0 3.a12 3.7.4
Plate Offsets (X.Y1- 12:0-5-0.0-1-71,13:0-2-8.0.3-01. 1`7:0-5.4.Edoel. 19:0-64).0.2-81. f14:0-2-8.Eddel. 117:0.2-12.Edoel. f18:0-3-0.0.3-121
LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (lot) Uden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) 0.46 15 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.96 Ven(CT) 0.92 15.16 520 180 MT20HS 1871143
BCLL 0.0 Rep Stress Iner NO WB 0.94 Horz(CT) 0.21 11 n/a We
BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 238 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2 'Except-
7-9: 2x4 SP No.1
BOT CHORD 2x4 SP No.2 -Except-
2-17: 2x6 SP OSS, 14-17: 2x4 SP No. 1D
WEBS 2x4 SP No.3 *Except*
5-17: 2x4 SP No.2
REACTIONS. lb/size) 2-2859/0-7-8, 11=1922/0-7-8
Max Harz 2=148(LC 7)
Max Uplift 2=789(LC 8), 11=410(LC 8)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc puffins.
BOT CHORD Rigid ceiling directly applied or 6-0.1 oc bracing.
WEBS 1 Row at midpt 4-17, 7-16, 6.17
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6035/1684. 3-4=-4711/1293, 4-5-3341/881, 5-6=3386/898, 6-7=-4565/1104,
7-8=4947/1101, 8-9=-4929/1096, 9-10=-35551`754, 10-11=3741079
BOT CHORD 2-19=1437/5350, 18-19=-1428/5320, 17-18-1020/4142, 16-17=-843/4047,
15-16 =1266/6013, 14-15=-1265/6017, 13-14=577/3162, 11-13-637/3W3
WEBS 3.19=285/950, 3-18-13611471. 4-18=511/1529. 4-17=17441622. 5-17-714/2711,
6-16=350/1777, 7-16=2600/560. 7-14-12471324, 8-14-375/120, 9-14-479/2094,
9-13-0/285, 6-17=18461420
NOTES-
1) Unbalanced roof live loads have been Considered for this design.
2) Wind: ASCE 7-10; Vuk=140mph (3•second gust) Vesd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15ft; B=45ft: L=24ft; eave=5ft: CaL
11; Exp B; End., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nanconcurrem with any other live bads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&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) except (jt=1b)
2=789. 11=410.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 112 lb up at
6.11-4 on top chord, and 311 lb down and 119 lb up at 540-12, and 62 lb down at 6.11-4, and 1020 lb down and 451 lb up at 7-9-8
on bottom card. The designiselection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
ttl1 2
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.pny,glectronic co ).es.
A9&t'Paik114F at'fily a 81Q
February 23,2018
O WARNING. Vedly dealan parematers and READ NOTES ON TNIS AND INCLUDED AaTEK REFERENCE PAGE adF7472 ray. 1dW/MIS BEFORE USE
Design valid for use only Trim MiTek® rxnnectors. This design is based any upon parameters shorn. and is W an indhkWal building component, not
a was system. Were use, the building designer must verify the applicability of design parameters and property incarponde this design kdo the overall
building design. stating indicated is to prevent budding of tnldivfdual truss Web and/or tiroro members ardy. Add'diar al temporary and pemunent bracing f
is always required tar U&bW and to prevent collapse wart possible personal injury and Dream y damage. For general guidance regatdhg the .*p-
fabrication. storage. delivery. erection and bracing of woes and truss "am&. acts ANSIRPft Quality Ce tech, OS" and BCSI Building Component Bass Parka East SM.
Safety Information MUMS tram TAM Plate Institute. 21a N. Lee Street. Suns, 312. Alexarldda. VA 22314. Tampa. FL 38610
Job Truss Truss Type Oy Py Park Sq Hms/Margate II 1966A
1 T13324752
PKS1966A AIS SPECIAL 1 1
Job Reference factional)
Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 12:45:14 2018 Pape 2
IO:rFfrtwM3V4q?Gi rcQMM2DXyq_6K-zdTzrambb6F9C?9v6niNf8RaLKIn5WFxFnCrziFX3
LOAD CASE(S) Standard
Uniform Loads (ptf)
Vert: 1-S=60, 5-7--60, 7-9---0, 9-12-60. 2-22=20
Concentrated Loads (Ib)
Vert: 19=311(F) 25=90(F) 28=39(F) 29=1020(F)
QWARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED WWK REFERENCE PAGE 611IF7472 rev, fdOMIS BEFORE USE
Design valid for use only veth Ufrek® connectors. This design is baud only upon parameters anovm, and is far an IrWhAdual building component, not
a true "am. Before UN. the building designer must weft the applic lily at design parameters and property incorporate this design Imo the overall
building design. Bracing indicated is to prevent budding of individual truss web mWar choro members only. Additional temporary and permanent bracing VeraIsanvayst" Wred for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truN systems, $ee ANSVTPII Quality Collette, OSS42 and aCSI Building Component 6904 Pain Fast Blvd.
Safety IMormrtion available from Truss Plate Instbute. 218 N. Lee Sweat. Suite 312. Alexandria. VA 22314. Tampa. FL 36610
Job Truss esType Oy Py Pant Sq Hmsl iargate II 1966A IC'O" T13324753
lJobPKS1966A81MMON51Reference
loption.1, Mid-
Flotida Lumber, Bartow, FL. 17
5.
2-13 Z 4x4 =
8.
130 s Sep 15 2017 MTek Industries, Inc Fri Feb 23 12:45:26 2018 4-
10-12 Scale
a 1:34.5 04 =
5x8 = 4x4 = LOADING (
psf) SPACING- 2 0-0CS1. TCLL
20.0 Plate Grip OOL 1.25 TC 0.45 TCDL
10.0 Lumber DOL 1.25 BC 0.85 BCLL
0.0 Rep Stress Iner YES WB 0.21 BCOL
10.0 Code FBC2017frPI2014 Matrix -MS LUMBER -
TOP
CHORD 2x4 SP No.2 SOT
CHORD 2x4 SP No.2 WEBS
2x4 SP No.3 REACTIONS. (
lb/size) 6=758/0.7-8, 2-822/0.7-8 Max
Harz 2=98(LC 11) Max
Uplift 6-126(LC 12). 2=162(LC 12) FORCES. (
lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP
CHORD 2-3-1264/421, 3.4-946/324, 4-5=942/334, 5-6=1242/425 BOT
CHORD 2-7=329/1106, 6-7=-312/1060 WEBS
4-7=1441564.5-7-337/198.3.7=-381/213 DEFL.
in (loc) Well L/d PLATES GRIP Ven(
LL) -0.14 7-13 >999 240 MT20 2441190 Vert(
CT) -0.32 7-13 >724 180 Harz(
CT) 0.03 6 n/a n/a Weight:
84 lb FT - 20% BRACING -
TOP
CHORD Structural wood sheathing directly applied or 4-9-2 oc punins. BOT
CHORD Rigid Ceiling directly applied or 1044 oc bracing. NOTES-
1)
Unbalanced roof live loads have been Considered for this design. 2)
Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL-4.2psf; SCOL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=4ft: Cat. 11;
Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 9-841, Exterlor(2) 941-0 to 12-
8-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3)
This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live bads. 4) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom Chord and any other members. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=
126, 2-162. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on,
p;iy.leotronic copies. i-
Thon ws"At AIbYIii4PrE9 o:3 M
iek1 S 1"c:"fL Gort;fiB 4699!'
Paik l Iv' 81A PLO
February
23,2018 Q
wARNING - vadty deafgn pmmn t s and READ NOrEs oN rIeS AND INCLUDED 110117EK REFERENCE PAGE 11e14473 rev. 10NY1015 BEFORE USE. Design
valid for use only With Wake contwaon. This design is based only upon parameters &Moen, and Is for an individual building component, net a
truss system. Before use, the building designer must veMy the applicala ty of design parameters and properly Incorporate this design into the overall MR building
design. Bracing indicated is to prevent butlding of Individual uUn web and/or chard members only. Additional temporary and permanent bracing µ„ is
always required for srabliify and to prevent colapse on possible personal Injury and property damage. For general guieance regarding the New. fabrication,
storage, deliverer, erection and bracing of trusses and truss systems, we ANSVrPN Quality Crherla, OS84$ and SCSI Building Component 6004 Parke East SM. Safety
Information available tom Truss Pima Institute, 21a N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL X1110
Job Truss Typeoy PlyPark Sq Hms/Margate II 1966AT13324754PLPKS1966A82E11
Job Reference a
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. I'd Feb 23 12:45:27 2018 Page 1
ID:rffnwM3Wq?Gif WMh4ZDriq_6K-47mrLOxlpslPDCVfAtVI00Agne_rKBXAxnUISbziFWs
1-0 0 9.8-0 19,4-0 20-4-0
1-0 0 941-0 9$0 1-0-0
Scale a 1:35.3
4x4 =
I rX
3x4 = 1s 17 16 15 14 13 12 3x4 =
Sits =
LOADING (psf) SPACING- 24.0 CSI. DEFL. in loc) I/deB L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(ILL) 0.00 11 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 11 n/r 120
BCLL 0.0 Rep Stress Ina YES WB 0.06 Horz(CT) 0.00 10 n/a n/a
BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 95 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 194-0.
lb) - Max Harz 2=102(LC 11)
Max Uplift All uplift 100 lb or less at joints) 10, 16, 17, 18, 14, 13. 12. 2
Max Grav All reactions 250 lb or less at joint(s) 10, 15, 16, 17, 14, 13. 2 except 18-282(LC 21), 12=282(LC
22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design. r
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft; B=45ft: L=24ft; eave=2ft: Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0.0 to 2-0.0, Exterior(2) 2-0.0 to 941-0, Comer(3) 9-8-0 to
1248-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) All plates are 1.Sx4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-" oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live bads.
8) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide This item has beenwillfdbetweenthebottomchordandanyothermembers.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 10. 16, 17. 18, 14, electronically signed and
13,12.2. sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.pny,lectronic eo es.
i-Tho' t'pj_Alti,iii EMo:3
iNiie l. •'I¢'e: f LCert AB
y699i Pa'E-st`Blva:81p
February 23,2018
WARNING • Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI.7473 rev. 1041MIS BEFORE USE.
Oesign valid for use only with MTele® connectors. This design is based only upon pardteterS shown, and is for an individual building CoMponern. not
a true System. Wore use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or Ugrd member only. Additional temporary and permanent bracing
is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erosion and bracing of trusses and truss systems, we ANSIRPI1 Quality Crtterla, OSS49 and SCSI Building Component 6004 Parke Fast SM.
safety Information mitable "in Truss Plate Institute. 21a N. Lee Street. Suite 312. Nexandria. VA 22314. Tampa, FL Me 10
Job Truss Truss Type Oy Ply Park Stj Hms/Margate III966A
1 T13324755IPKS1966AC1COMMON21
Job Reference lootionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:28 2018 Page 1
I D:rFfnwM3Wq?GitreOMM20xycL6K-ZKJOYM xNaAtGrM4skb0_xou9_Eu3d3J9REag 1 ziF Wr
1.60 1.1-12 76a 1}f0.4 15.6D 1e.OD
1 1 1 1•,•12 1 e44
1
9-4.4
I,-,-,2 1 160 1
4x4 =
3x4 =
71 1x4 11 1x4 II 8 3x4 =
tx4 II
LOADING (psn SPACING- 2 0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60
TCOL 10.0 Lumber DOL 1.25 BC 0.49
BCLL 0.0 Rep Stress Incr YES WB 0.10
BCDL 10.0 Code FBC20171TP12014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 11=679/0.7-8, 8=641/0-3-8
Max Hors 11r-81(LC 10)
Max Uplift 11=138(LC 12), 8-131(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=374/17, 3 4=581/197, 4-5=574/201, 5-6=434/50
BOT CHORD 2-11=50/430, 10-11=-44/430, 9-10=-44/430, 8-9=44/430, 6.8=-44/430
WEBS 3-11=532/350.5-9=371/286
DEFL. in (be) Udell L/d
I
PLATES
Vert(LL) -0.04 9-10 >999 240 MT20
Ven(CT) -0.10 9-10 >999 180
Horz(CT) 0.01 8 We n/a
GRIP
244/190
Scale - 1:22.9
Weight: 58 lb FT - 204A
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC puffins.
BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,. BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat.
11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intericr(1) 2-0-0 to 7-6-0, Exterior(2) 7-6-O to
1044 zone; cantilever right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) This truss has been designed for a 10.0 pill bottom chord live load nonconaurrent with any other live bads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0 wide
will fd between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b)
11=138, 8=131.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on,pnY,,eleetronic coo es.
ThomMas"p 1llbariif,E lo:3 JI
rhl ieklfS I "cx CeR;68 1r
111 Paik6'E 6h a 81R
zP s?
February 23,2018
O WARNING • Veft design paramarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI.7-72 rev. M01=015 BEFORE USE.
Design valid lot use only with MlTatt® connectors. This design is based only upon pararneters stusan, and is for an individual building component, not
a truss system. aelore use, the building designer must vanity me applica lily of design parameters and property incorporate this design into the overall HE
Outlding design. Bracing indicated is to prevent budding of individual truss web and/or card members only. Additional temporary and permanent bracing wT'
is alerays required for stability and to prevent collapse eon possible personal injury and property damage. For general guidance regarding the 11L
fabrication, storage, delivery, erection and bracing of trusses and wss systems, see ANSIRPII Quality Criteria, 05829 and SCSI Building Component 6604 Parka East Sled.
Safety Information available from Truss plane Institute, 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss ss Type Oty Ply Park Sq Hms/Margate II 1966A
1c: T13324756
PKS1986A C2 MMON 3 1
all
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 12:45:29 2018 Page 1
ID:rffrtwM3Wq7GifreOMM20xyq_6K-11McmWLU76SVN211XOUpGSUOtYo4FS05z8CUziF Wq
t.be t.3d 76a tS0.0 . 1660
I 8.2d 780 1-0-0
Scale - 1:29.4
4x4 =
3x4 =
12 1x4 II 1x4 119 8 3x4 =
tx4 II
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.50
TCDL 10.0 Lumber OOL 1.25 SC 0.34
BCLL 0.0 Rep Stress Incr YES WB 0.11
SCOL 10.0 Code FSC2017/TPI2014 Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 8-S30/0.3.8, 12=522/0-3-0, 9=26810-3.8
Max Harz 12-81(LC 10)
Max Uplift 8=139(LC 12), 12=148(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 34-344ASS. 4-5=352/158
WEBS 541=504/366, 3-11-347/280
DEFL. in (loc) Ildell Ud
I
PLATES GRIP
Vert(LL) -0.OS 10.11 >999 240 MT20 244/190
Vert(CT) -0.11 10.11 >794 180
Horz(CT) 0.00 8 n/a n/a
Weight: 58 lb FT - 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10" oG bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL=3.0ps1; h=15ft; B-45ft; L-24ft: eave=oft; Cat.
11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 7-6-0, Exterior(2) 7.6.0 to
10.E-0 zone; cantilever left and right exposed ;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom Chord live load nonconcument with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" wide
will rn between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jl=1b)
8-139, 12=148.
IZ
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on..any&lectronic copies.
Thofnas piA),b fiifE lo 0
MiYektf_SA 12::Cirt86
6993 Pafk61E.9810
February 23,2018
O WARNING . Vadly design pernneten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7472 rev. 10MMI S BEFORE USE
Design valid tar use only with MRak® mnneaors. This design is based only upon peramelen shorn, and is for an individual building wmpordm, not
a truce system. Before use, the budding designer mug verity the appecebilty of design parameters and properly inemperate this design into the overall No
budding design. Bracing irdimad is to preveal budding of individual trues web andlar chord membere only. Additional temporary and permanent bracing Iltya. T
Is Owe" required for stahllny and to prevent relapse with poadble personal injury and property damage. For ganerm gnguidanceredinng the UUIii 11L_
fabnicetion, garage, delivery. et6alon and bracing of trusses and truss systems. a" ANSVMI Duality Criteria, OSS4 9 and SCSI Building Component 6904 Ponce East Sm.
Safety IMomutlon avababiehorn Truss Plate Institute. 218 N. Lee Street Suits 312. Aletundna, VA 22114. Tampa, FL 36S10
Job Truss Tye Qy PlyPark Sq Hms/Margate II 1266ATt3324757PLE1PKS1966AC311
Job Reference fooflonall
Mid -Florida Lumber. Bartow, FL.
1-0.0
8.130 s Sep 15 2017 MiTek Industries. Inc. Fri Feb 23 12:45:30 2018 Page 1
Vq7GiheOMh4ZDryq_6K-ViR_z2zd6n7z4fEEr02SOIaMyo 12XYKcdgNwziFWp
MiO
4z4 =
Scale-1:28.1
3x4 = 18 17 16 15 14 13 12
3x4
t 5.Oa
t
1511.A
LOADING (psf) SPACING- 2.0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 10.0 Lumber OOL 1.26
BCLL 0.0 Rep Stress Incr YES
BCOL 10.0 Code FBC2017frPI2014
CSI. DEFL. in loc) I/de8 Ud
TC 0.07 Vert(LL) 0.00 11 n/r 120
BC 0.03 Vert(CT) 0.00 11 nit 120
WB 0.06 Horz(CT) 0.00 10 n/a n/a
Matrix-S
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. All bearings 15-0-0.
lb) - Max Horz 2=-81(LC 10)
Max Uplift All uplift 100 lb or less at joints) 2, 10, 16. 17, 18. 14. 113,12
Max Grav All reactions 250 lb or less at joint(s) 2, 10. 15, 16. 17. 18, 14. 13. 12
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 244/190
Weight: 72 lb FT - 20%
Structural wood sheathing directly applied or 6-" oc puffins.
Rigid ceiling directly applied or 10.0.0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCOL=3.Opsf, h=15ft; B=45111; L-24ft; eave=2ft; Cat.
It: Exp 8: End., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -14)-0 to 24)-0, Exterior(2) 2-0.0 to 7-6-0, Comer(3) 7-6-0 to
1064 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1.60 plate grip DOL-1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSII TPI 1.
4) All plates are 1.Sx4 MT20 unless otherwise indicated.
5) Gable requires Continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) - This truss has been designed for a live food of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom Chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100Ib uplift at joint(s) 2, 10, 16, 17, 1S.
14, 13. 12. This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
prpn y,g lectfonjc coi es.
f'can:fi' ¢
6941'P 'E "6W.; • , lgata
February 23,2018
WARNING - Vwtfy daalan pammaten and READ NOTES ON THIS AND INCLUDED a/TEK REFERENCE PAGE 6I14475 nv. 10 =015 DEFORE USE
Design valid for use only volt MiTek® canneetors. This design is bated only upon parameters shorn. and is fa an IOWA ual bW0in0 component, net
a truss "am. Before use, the Wilding designer must verify die appaubaiy of design parameters and property incorporate this design We true avafM
Wdlding design. 812dng indicated It to prevem Welding of individual truss web andrer chord member prey. Additional temporary and permanent bracing
is always required for stabitiy, and to prevent ca0apse vrah possible flersdnal injury and property damage. Far general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, tea ANSVTPII Oualby Criteria, OSS42 and SCSI 8ultding Component 6204 Parke Fast am.
Safety Information available from Trust Plate Institute. 218 N. Lee Street. Suits 312. Alexandria. VA 22314. Tampa, FL 36610
Job Truss Truss Type Park Sq HmsrMargate 11 1MA
10ty jPly T13324758
PKS1966A CJ1 JACK 5 1all
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mii7ek Industries. Inc. Fri Feb 23 12:45:31 2018 Page 1
10:rftrrwM3Wq7GifmOMh4ZD>yq_6K-zJ/MAO_FtSFgippRPjZhZELXIBN6G7RIsPSFHMziF Wo 1-
0-0 t40 1-
0-0 1-0-0 LOADING (
pst) SPACING- 2.0.0 CSI. TCLL
20.0 Plate Grip DOL 1.25 TC 0.07 TCDL
10.0 Lumber DOL 1.25 BC 0.01 BCLL
0.0 - Rep Stress Incr YES WB 0.00 SCOL
10.0 Code FBC2017/TP12014 Matrix -MP LUMBER -
TOP
CHORD 2x4 SP NO.2 BOT
CHORD 2x4 SP No.2 REACTIONS. (
lb/size) 3=10/Mechanical, 2=130/0-7-8, 4=0/Mechanical Max
Harz 2=35(LC 12) Max
Uplift 3s3(LC 9), 2=59(LC 12) Max
Grav 3=11(LC 17), 2=130(LC 1). 4=12(LC 3) FORCES. (
lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. Scale -
1:7.0 2x4 =
DEFL.
in (loc) I/defl Ud PLATES GRIP Vert(
LL) 0.00 5 >999 240 MT20 2441190 Vert(
CT) 0.00 5 >999 180 Horz(
CT) 0.00 2 We We Weight:
5 lb FT = 20% BRACING -
TOP
CHORD Structural wood sheathing direly applied or 1-0.0 oG puffins. BOT
CHORD Rigid Ceiling direly applied or 10-0.0 oc bracing. NOTES-
1)
Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL-3.0psf; h-15ft; B=45ft; L=24ft; eave=oft; Cat. Ill;
Exp B: Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown;
Lumber OOL=1.60 plate grip OOL=1.60 2)
This truss has been designed for a 10.0 pat bottom chard live load nonconcurrent with any other live bads. 3) -
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0.0 wide will
rd between the bottom chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 2. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified Qn.
Any,,lpgronic coppies. 1•
Tho na(4h nifE lo:3".11 Ml'
okltS 1aa"crCort:6 1
398l.. fi993
Paili>
at'61v Q February 23,
2018 Q WARMNO.
Vadfy daslim Parsmarars and READ NOTES ON THIS AND INCLUOEO aDTEK REFERENCE PAOE ata•702 rev. fGia212613 BEFORE USE Design valid
for use only vrMt MITek® connectors. This design Is based only upon parameters shown, and is for an IndMdual building emnpanaru, not a truss "
am. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall MR budding design.
Bracing Indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing 11t11wT' is always
required far stabl ay and to prevent collapse with possible personal "and property damage. For general guidnxe regarding the U i llL. fabrication, storage,
delivery, erection and bracing at trusses and truss systems, we ANSVTPit Ouaiby Cntarle. DSBd9 and SCSI Building Component 6904 Par m Fast Shod. Safety Information
available from True Plate Inabute. 216 N. Lee Street. Suite 312. Ale andr4. VA 22314. Tampa. FL 38610
Job Truss tuns Type DryPy Park Sq Hms/Margate II 1966A
JACK
T13324759IPKS1966ACJIA1t
Job Reference lontionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:31 2018 Page 1
ID:rffnwM3Wq?GifreOMM2Dtryq_6K-zv?MAO_FtSFgippRPiMELViBNeG?RlsPSFHMziF Wo
1 8 0 1-0-0
1$-0 1-0-0
Scale - 1:8.7
LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in IOC) Ildeft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.00 7 999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ven(CT) 0.00 7 999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a Na
BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 6 lb FT - 20%
LUMBER -
TOP CHORD 2x4 SP NO.2
SOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=14/Mechanical, 2=224/0-7-8. 4-3 1 /Mechanical
Max Harz 2-49(LC 12)
Max Uplift 3-14(LC 1). 2=121(LC 12), 4=31(LC 1)
Max Grav 3=18(LC 12), 2=224(LC 1), 4=33(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oe puriins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing.
NOTES-
1) Wind: ASCE 7-10: Vu1t=14Omph (3-second gust) Vasd=108mph; TCDL-4.2ps1; BCDL-3.Opsf; h=15R; B=458; L=24R: aave=4R: Cat.
It: ESP S; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 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 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 vide
will fit between the bottom Chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jl=lb)
2=121.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
Qn.ppy,,jlectronic coo es.
h-Tho u pjAlb;`fiif.,EMo`3
M'feTcIJS Iq"qeCert,89 69ild Paik6'i sb''61vOA ,M8 '
February 23,2018
0 WARNINO • Vadly daalgn paramet. and REAO NOTES ON THIS AND INCLUDEO WTEK REFERENCE PAGE afa•717>i rev. 10AM12015aEFORE USE. Design
valid lot use only with MiTeksb connectors. This design is based only upon parameters anown. and is for an tndh4dval building component, not a
truss system. Before use, the building designer must verily the applifabday of design parameters and properly Incorporate this design into the overt bulldtntg
design. among indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing :T' is
always required for stability and to prevent collapse Wet possible personal injury and property damage. For general guidance regarding the R fabrication,
Storage, delivery, erection and bracing of wanes and truss "am. ace ANSIRPI1 Quality Crherla, OSS42 and SCSI Building Componem 6904 Parke East Blvd. Safety
Information available from True Plate Institute, 219 N. Lee Street, Suite 312. Aletundria. VA 22314. Tampa. Fit 36610
Job Truss russ Type Oy Park Sq Hms/Margate II 1966A
JACK IPlyr T13324760
PKS1966A CJ3 5 1
all
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Ine. Fri Feb 23 12:45:32 2018 Page 1
10:rftrlwM3Wq7GifrcOMh4ZDrA_6K-R5ZkOk_wPOhKzOdzR5w5Su7biK7Sgv43CoppziF Wn
t-0-0 3"
1-0-0 34"
Scale: tut'
2x4 =
LOADING (psf) SPACING- 210 CSI.
TCLL 20.0 Plate Grip OOL 1.25 TC 0.09
TCOL 10.0 Lumber DOL 1.25 8C 0.08
BCLL 0.0 ' Rep Stress Incr YES WB 0.00
BCOL 10.0 Code FBC2017/TP12014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=71/Mechanical, 2-188/0-7-8, 4=36IMerhanical
Max Harz 2=62(LC 12)
Max Uplift 3=26(LC 12), 2=-50(LC 12)
Max Grav 3=71(LC 1). 2=188(LC 1), 4=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
DEFL. in (loc) I/den Ud PLATES GRIP
Veft(LL) -0.00 4-7 >999 240 MT20 2441190
Vert(CT) -0.01 4-7 >999 180
Horz(CT) -0.00 3 n/a nla
Weight: 11 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing direly applied or 3-0-0 oc pudins.
BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat.
11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0.0 to 2-0-0, Interior(t) 2.0.0 to 2-11-4 zone;C-C for
members and forces 8 MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL-1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0.0 vide
will fd between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
Signature must be verified
on.,pny,lectronic copies.
i'fs I'e`F%Cen fig
February 23,2018
0 WARNING- Veray design pammaters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE A10.7472 rev. 10034015 BEFORE USE. see
Design valid for use any, with MTakib connectors. This design is based only upon parameters shown, and is for an individual budding component, not
a truss "am. Before use, the budding designer must verify the apparabilky at design parameters and property ineWpon ne Nis design into the overall
budding design. Bmdng indicated is to prevent Welding of individual truss web andiat dvxd member only. Additional temporary and permanent bracing 11411,.rT'
is aferays required far stability and to prevent collapse vtah possible personal injury and property, damage. for ganerel guidance regarding the t i IR_
fabrication, storage, delivery, erection and brsdng of trusser and truss systems, in ANSU PH Quality Criteria, OSSM and BCSI Budding Component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alerandna. VA 22314. Tampa. FL 36610
Job Truss Truss Type Oty Ply Park Sq HmslMargate II 19MA
I Tt3324781
PKS1966A CJ3A JACK 1 1
Job Reference (ontionall
M16+10nOa Lumber, Bartow, FL.
late Offsets (X.Y
8.130 s Sep 15 2017 Mirek Industries, Inc. Fri Feb 23 12:45:33 2018 Page 1
ID:rff rwM3Wg7GfroOMh4ZDxyq_6K-NA6b47WPiWYx7ypX8c9efOrB71hkvw2JjxLMFziFWm
I -1$0 I 3."
i1." 3-0.0
Scale - 1:13.7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Veft(LL) -0.00 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.26 BC 0.07 Vert(CT) -0.01 4-7 >999 ISO
BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Harz(CT) 0.00 3 n/a We
BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 12 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 3-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=63/Mec hanical, 2-246/0.7-8, 4=26/Mec hanical
Max Horz 2=76(LC 12)
Max Uplift 3=20(LC 12). 2=-a6(LC 12)
Max Gray 3=63(LC 17), 2-246(LC 1), 4=49(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=15ft: B-45ft; L=24ft: eave=oft; Cat
II; Exp B: End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-841 to 1-4-0, Interior(1) 1-4-0 to 2-11-4 zone:C-C for
members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonooneurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6 1 tall by 2-0-0 wide
will rn between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.ny,lectronic copies.
j-Thoat;A_Alti tiifE lo:3 0
Mi ek1 S Iq'c:F%Cert;Bfi
y`699A Pailc'E-z(ft"61v h 81R
February 23,2018
0 WARNINO • Varly design pafflanarars and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAOE 111114472 rev. 1dAUMtS BEFORE USE.
Design valid rat use only With Urrek® connectors. This design is based only upon parameters shoAm. and is for an indhAWal building component, net
a con system. Before use, the building designer must vent' the appgraWity of design parameters and properly incorporate Nis design Ono the overall No
bugling design. Bracing irdicstad is to prevent budding of indhidual Wass web WWler Mud members only. Additional temporary and pemtanem Wadng Ly
is &We" required for stablgy and to prevent cose llapWithpossible personal Injury and property damage. For general guidance regarding the t3/d.W WI fabrication. storage.
delivery. erection and bracing of trusses and truss systems. sea ANSIRPII Oualhy Crhads, OSButB and BCSI Building Component GNM Parke Fast Blvd. Safety Information
available ham Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL Maio
Job Truss Puss Type Oy PlyPark Sq HmslMargate 11 1966A
T13324762ACKPXS1966ACJSJ41
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 23 12:45:33 2018 Page 1
ID:rffnwM3Wg7GdrcOMh42Dxy(6K-vH76W7WPiWYx7ypX8c9efOpG7_gkvw2Ji)&MFziFWln
1-0-0 5-0-0
1-0-0 540
214 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in be) IldeO Ud
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240
TCDL 10.0 Lumber DOL 1.25 SC 0.26 Ven(CT) 0.06 4-7 988 ISO
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Harz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017frPI2014 Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/sae) 3=127/Mechanical, 2=264/0-7-8, 4=64/Mechanical
Max Hors 2-90(LC 12)
Max Uplift 3-5O(LC 12), 2=54(LC 12)
Max Grav 3=127(LC 1), 2=264(LC 1). 4=91(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale - 1: 17.0
PLATES GRIP
MT20 2441190
Weight: 18 lb FT - 2096
BRACING -
TOP CHORD Structural wood sheathing directly applied or 544 oe purling.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oe bracing.
NOTES-
1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opst; h-15ft; 8=45ft; L=24tt: eave=4tt; Cat.
It: Exp 8: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -14.0 to 2-0.0, Interior(1) 2.0-0 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 ps( bottom chard live load nonooneurrent with any other live bads.
3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will it between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.,ny.P4lec ronic co es.
699a Paik t 6M is 814
February 23,2018
0 WARNINO • VerNy design Pa.,. and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAOE 4014473 rev. 16AIM615 BEFORE USE
Design valid for use only wen Wake connectors. This design is bused oily upon parameters anon. and is for an IndMoual buitdkg wnponem. net
a truss system. Before use, the bullding designer must vestry the appgnbdity, of design parameters and properly Inearporale this design into the overall MR
building design. Bracing indicated is to prevent budding of individual Was web and%or Chord members only. Additional temporary and permanent bracing
is afereya required ter stability and to prevent CWepse Bran possible personal injury and property damage. For general guidance regarding the . Orw
fabniestion, storage, delivery, erection and bracing of truss" and truss systems, see ANSVIPII Quality Criteria, OSS49 and 13CSI Building Component 6904 Parka East Sm.
Safety Information available item Truss Ware Institute. 2111 N. Lee Street. Suite 312. Alerindria. VA 22314. Tampa, FL 38610
Job Truss Truss Type Ott Park Sq Hms/Margate II 1966A
jPly T13324763
PKS1966A D1 MONO HIP 1 1
Job Reference loationall
Mid+Wnda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:34 2018 Page 1
I D:rFMwM3Wg7GifmOMh42Dxyq_6K-NUh VpP08AOePZHX04s?OBU=PAhTL8CYNhvuhziFw
1 t 8-0 541-0 880
1$0 5-0-0 1.6-0
r
LOADING (pA SPACING- 2-0-0 CSI. OEFL.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(L-)
TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT)
8CLL 0.0 - Rep Stress Iner NO WB 0.07 Horz(CT)
BCDL 10.0 Code FBC2017frP12014 Matrix -MP
4x4 =
in (loc) Ildefl Lid
0.15 6-9 >538 240
0.32 6-9 >248 180
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 5=394/Mechanieal, 2=416/0.7-8
Max Han 2-105(LC 8)
Max Uplift 5=93(LC 8). 2-11O(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-6=3111139
0.00 2 n/a We
Scab - 1:19.6
LSx4 II
4
PLATES GRIP
MT20 244/190
Weight: 30 lb FT - 20%
Structural wood sheathing direly applied or 6-0-0 oc puffins,
except end verticals.
Rigid ceiling directly applied or 8.1-14 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; 8CDL=3.0psf; h=15ft; B=4Sft; L=24ft; eave=oft; Cat.
It: Exp B: End.. GCpi=0.18; MWFRS (directional): Lumber DOL-1.60 plate grip DOL-1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (A=1b)
2=110.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 183 lb up at
5-0.0 on top chord, and 92 lb down at 5-0-0 on bottom chard. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (ptf)
Vert: 1-3-60, 3.4=40, 5-7-20
Concentrated Loads (lb)
Vert: 3=123(B) 6=-6S(8)
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
Qn.pipy,glectronic co es. VAAr!Gert;68
699d Ptik>it Blv2:' .-iK181?
February 23,2018
0 WARNING. Verify design paameteters and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE 111104472 far. 16at212015 BEFORE USE.
Design vaed for use only with MRek® wrtnWors. This design is based only upon parameters shorn, and is for an Individual building component, net
a Russ system. Before use, the building designer must waft the apple abdry of design parameters and property, incorporate this design kU the overall
building design. Bracing indicted is to prevent bucidlq of individual truss Web and/or chord members ordy. Addhbnel temporary and pemunem rusting wi
4 always required for sStabilityand to prevent Collapse with possible personal iMuty and property damage. For general guidance regarding m. e 10
hbdution, Storage. delivery, erection and bradng of wises and in= systems, see ANSIIPI1 Oualky, Criteria, OS&89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avalabb item Truss Plate Institute. 218 N. Lee Street. Sube 312. Alaundris. VA 22314. Tamps, FL 311610
Job Truss ssTypeOy PlyPark Sq Flms/Margate 11 1966AT13324784
SPECIAL IPKS1966AFT11
Job Reference lootaoriali
Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:35 2018 Page 1
ID:tF1nwM3Wq?GifrcOMh42D>fy_6K-MFtOl l mW.mGBR6Ce2edi4V0_pkLCkeLm10SOUFWk
3310 6-7-4
3310 3310
1 3x4 = Scala a 1:20.0
34 II 3xti II
LOADING (psf) SPACING- 1-0.0 CSI. DEFL. in
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Ven(LL) 0.01
TCDL 10.0 Lumber OOL 1.25 SC 0.06 Vert(CT) 0.02
BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.00
BCDL 10.0 Code FBC2017frP12014 Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 6=1018/0-6-12, 4-1030/Mechanical
Max Uplift 6=399(LC 8), 4=404(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=998/399, 1-2=7001276, 2-3=700/276, 3.4=1010/404
WEBS 1-5-384/973. 2-5--1327/551, 3-5=384/973
loc) Well Lid
I
PLATES GRIP
5 >999 240 MT20 2441190
5 >999 180
4 We We
Weight: 44 lb FT - 20%
Structural wood sheathing directly applied or 3-2-10 cc punins,
except end verticals.
Rigid ceiling directly applied or 10-0.0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph: TCDL=4.2psh SCDL-3.0psh h=15ft; B=458; L=24R; eave=4ft: Cat.
11: Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads.
4) - This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide
will fat between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pt=lb)
6=399, 4=404.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 598 lb down and 276 lb up at
1-". and 598 lb down and 276 lb up at 3-4-0, and 598 lb down and 276 lb up at 5.4-0 on top chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plQ
Ven: 1-3=-30, 4-6=-10
Concentrated Loads (lb)
Van: 2=598 7=598 8=598
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on.pny,glectron, is copies.
PiatilS°Algbc<p;rert86
y680 ;Pule 'E->it''61v.81?
t?i
February 23,2018
0 WARNING - Vedly design Parameters and READ NOTES ON DO AND INCLUDED ar1TEK REFERENCE PAGE 6M7472 rev. M62r2ar2 BEFORE USE.
Design valid fr UN Why with Wilkie ranneaors. This design is based ahiy upon parameters shown, and is for an frah4dual budding component, net
was System. Before use, tin buadug designer must Waft the applicability of design parameters aid property inwWrate this design Mo the overact MR
Ouading design. Bracing indicated is to prevent budding of iMividual truss web and/or chord members orsy. Additional temporary and permanent bracing
is always required for stability and to prevent caaapsa with possible personal injury and property damage. Fr genrat guidance regarding the . .
fabrication, storage, delivery, erection and bracing of trusses and truss system$, hie ANSVIPII Quality criteria. OSS42 and SCSI Building component 6904 Parka East BNd.
Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. AlmeaMna, VA 22314. Tampa. FL 36610
Job Truss russ Type Oy Park Sq Hms/Margate II 1066A
JACK JPy-j T13324765
PKS1966A JS 1 1
Job Reference factionalli
Mid-Flonda Lumber, Wow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 12:45:35 2018 Page 1
ID:fFkmM3Wg7GifMQMh4ZDxyq_6K-rgFtOl t mxKmGSR6Ce2edj4V9mpg8CpOLm 1 OSO8ziFWk
1-0-0 5410
1-0-0 5.0.0
2x4 =
Scale = 1:17.0
LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240 MT20 2441190
TCDL 10.0 Lumber OOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 180
SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FSC20171TP12014 Matrix -MP Weight: 18 lb FT - 20%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-7-8, 4=64/Mechaniaal
Max Horz 2-90(LC 12)
Max Uplift 3=50(LC 12), 2=54(LC 12)
Max Grav 3-127(LC 1). 2=264(LC 1), 4=91(1-C 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc puffins.
SOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing.
NOTES-
1) Wind: ASCE 7-10: Vint-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL-3.Opsf: h=15ft; B=45f; L-24ft; eave=4ft; Cat.
It: Exp B: End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to 4-11.4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
onpny,glentror)ic cotes.
i-Tho n s:p•lilb niP.,E lo:3_ .
MiYektiS 'If cz;Gert,66
699f Pafk st Bly B1fR
February 23,2018
Q WARMNG - Veroy dealan paranwfen and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 1111b7472 ray. 10ALIMIS BEFORE USE.
Oesggn valid for use only with 41rek® connectors. This design is based onty upon parameters shorn. and is for an individual budding component. not
a truss system. Before we, the building designer must verify the applicability of design parameters and properly UWArponte this design into the ovend! ME
building design. Bracing indicted is to prevent bucking of individual truss web and/or chard members only. Addnimal temporary and permanain bracing wT
Is drays required for stabli y and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11l
fabrication, storage, deMary, erection and bracing of trusses end Wss sydems, see ANSIRP11 Ouralby Criteria, OSB4d1 and BCS1 BuOding Component SOW Parka East Blvd.
Safety Information available from Truss Plata Institute, 218 N. Lee Street. Suite 312. Alaundna, VA 22314. Tampa, FL 361110
Job Truss Truss Type Oy PlyPark Sq Hmslldargate II 1966A
1 T13324766
PKS1968A J6 JACK 1 1
Job Reference lontionalli
Mid -Florida Lumber, Bartow, FL.
3x4 =
Plate Offsets (X.Yt— f 1:Edoe
8.130 a Sep 15 2017 M1Tek Industries. In- Fri Feb 23 12:45:36 2018 Page 1
10:tf(nwM3M?GifrcQMM2Dxyq_6K-KsoFE520idu7oahOCG9sG12FTCzaxGgU?hAoyaziF W)
6-&0
S."
1ii
Scale - 1:21.5
LOADING (par) SPACING- 2-0.0 CSI. DEFL. in low:) Uden Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.11 3-6 >727 240 MT20 2441190
TCOL 10.0 Lumber OOL 1.25 BC 0.50 Ven(CT) -0.21 3-6 -385 180
BCLL 0.0 ' Rep Stress Inv YES W I 0.00 Harz(CT) 0.00 1 nla We
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 21 lb FT = 2096
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing.
REACTIONS. (Ib/size) 1=26410.7-8, 2=176IMechanical, 3=881Mechaniral
Max Harz 1=92(LC 12)
Max Uplift 1-21(LC 12). 2=70(1-C 12)
Max Grav 1=264(LC 1). 2=176(LC 1), 3=124(LC 3)
FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; VuIts 140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15ft; B-45ft; L-24ft; eave=4ft; Cat. 11;
Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0.0.0 to 3-0-0, Interior(1) 3-0-0 to 6-7-4 zone;C-C for members and
forces & MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL=1.60 2)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) '
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" wide will
fit between the bottom Chord and any other members. 4)
Refer to girder(s) for truss to truss connections. 5)
Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This
item has been electronically
signed and sealed
by Albani, Thomas, PE using
a Digital Signature. Printed
copies of this document
are not considered signed
and sealed and the signature
must be verified on.
jpny,l.ectronic copies. T
nat pi"RIP N..ekIT4 'Iqq'exF_ert,88 p' 699l
Faik>st'Blvaa 81G February
23,2018 QWARNINO •
Varly 4Wan Parameters ant READ NOTES ON THIS AND LUCLUDED AM EK REFERENCE PAGE aaF7473 rev. M61MIS BEFORE USE. Design
valid for use only with Wake connectors. This design Is based ony upon parameters shorn. and is for an irdivdust budding eompoerom, not a
truss rty system. Before use, the budding designer must vethe appdu0tlily of design parameters and property incorporate this design into the overad budding design.
Bracing indicated is to proven budding at individual truss web andlor adrd members only. Additional temporary and pennartent bracing IN is alwaysrequiredforstabilityandtopreventspsawithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage,
delivery. erection and bracing at vunes and truss systems, see ANSUrPl1 Duality Criteria, OS842 and SCSI Building Component ages Parke East Blvd, Safety Information
available from Truss Plate Institute. 21a N. Lee Sweet. Suite 312. Alexandria. VA 22314. Tampa, FL 38610
Job Truss runs Type Oty PlyPark Sq HmslMargate II 1966A
JACK I Tt3324767
PKS1966A J7 18 1
Job Reference (oriflonali
Mid-FlaMa Lumber, Bartow, FL. 8.130 a Sep 15 2017 MnTek Industries. Irv. Fri Feb 23 12:45:37 2018 Page 1
10:tFfttwM3Wg7Gif tOMIM20xyq_6Ko3MdRR2OSIt0_OkGam_gSoVbOldDgjweEKv2VOziFW
t 40 7.0.0
t-0-0 7-0-0
Seale - 1:22.3
24
7-0.0i
7.0-0
i
LOADING (psf) SPACING- 2.00 CSI. DEFL. in loc) Well L/d PLATES GRIP
TCLL 20.0 Plate Grip OOL 1.25 TC 0.70 Ven(LL) 0.12 4-7 >679 240 MT20 244/190
TCDL 10.0 Lumber OOL 1.25 BC 0.64 Vert(CT) -0.24 4-7 >348 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCOL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 24 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or &" or puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (Ib/size) 3=183/Mechanical, 2=342/0-7-8, 4=90IMechanical
Max Harz 2-118(LC 12)
Max Uplift 3=73(LC 12), 2=59(LC 12)
Max Grav 3=183(LC 1), 2-342(LC 1). 4=129(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) V8sd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=15ft; B-45ft; L=24ft; eave=oft; Cat.
11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0.0 to 6-11-4 zone:C-C for
members and forces & MWFRS for reactions shown: Lumber DOL-1.60 plate grip OOL-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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss Connections.
5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 2.
This item has been
electronically signed and
sealed by Albani, Thomas, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any„a lectronic copies.
i•Tho' sA:l1(¢niPE0Jo:3
A14 SA'1t'e Cen •
y699A$aikl Er''Bh a . 98111
February 23,2018
AWARNING • VerNy, design parameters and READ NOTES ON THIS AND INCLUDED INTEK REFERENCE PAGE ae47472 ray. %W#7015 BEFORE USE.
Design valid for use Only, wdm Weh® connectors. This design is based ordy upon parameters shown, and is fat an irWfiAaual budding component, not
a truss System. Before use, the budding designer must weary the applicability Of design parameters and property incorporate this design Into the overad
budding design. Bracing indicated is to prevent buciding of individual truss web and/or tldfd members only. Additional temporary and pemunern bracing tam
is &We" required la preModifyandto vent collapse with possible personal injury and property damage. For general guidance, regarding the iw'-
fabrtution, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIW t Quality Criteria, OSS42 and SCSI Budding Component 6904 MAce East 81w.
Safety Information avallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610
Job Truss Truss Type dry Py PaSq HmfdMargate 11 1SWA T13324768rk PKS1966A
KJS JACK 1 1 Mid -
Florida Lumber, Bartow, FL. it.130 s Sep 15 2017 MtTek Industries, Inc. Fri Feb 23 12:45:37 2018 Page 1 ID:
rffnwM3Wq?GiheOMh4ZDxyq_BK-o3MdRR2OSxCOkGam_gSoVbPcdJgimmEKv2V0iiFW1 1 5-
0 7414 1-SO
7-0.14 Scale - 1:
16.8 3x4 = 7+
4
7b+4
LOADING (psf)
SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.
0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.10 803 240 MT20 244/190 TCDL 10.
0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.21 5-8 >396 180 8CLL 0.
0 Rep Stress Iner NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.
0 Code FBC2017fTP12014 Matrix -MP Weight: 24 lb FT - 20% LUMBER- BRACING -
TOP CHORD
2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD
2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. REACTIONS. (lb/
si2e) 3=177/Mechanical, 2-329/0-10-10, 549/Mechanical Max Harz
2=90(LC 8) Max Uplift
3=64(LC 8). 2=106(LC 8) Max Grav
3=177(LC 1), 2-329(LC 1). 5=127(LC 3) FORCES. (lb) -
Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1)
Wind:
ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf,, BCDL=3.Opsf; h=15ft; 8=45ft: L-24ft; eave-4ft; Cat. 11; Exp
8; End., GCpt=0.18; MWFRS (directional); 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 bads. 3) - This
truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit
between the bottom chord and any other members. 4) Refer
to girder(s) for truss to truss connections. 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except @=lb) 2-106.
6) Hanger(
s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 83 lb up at 1-6-1, 3 lb down and 11 lb
up at 1-fr1, and 3 lb down and 43 lb up at 4 4-0, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 40 lb up at 1-6-1. 2 lb up
at 1-6.1, and 2 lb down at 4-4 0, and 5 lb down at 4 4-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others. 7) In
the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(
S) Standard 1) Dead +
Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (
pIQ Vert: 1-
3=-60, 4-6=20 Concentrated Loads (
lb) Vert: 9=
29(F) 11=32(F=30, 8-2) 12=4(F-2, 8=5) This item
has been electronically signed
and sealed by
Albani, Thomas, PE using a
Digital Signature. Printed copies
of this document are
not considered signed and
sealed and the signature must
be verified on.ppy,
Iqlectronic i;TM69h
iio1Se"r'
n
Pcatasrr'SkpAE
ji'AI
lbsct
sYi 0' copies. 4EIN4T February
23,
2018
O WARNING • Voll
y deoian parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE a0F7472 rev. 160111248fS BEFORE USE. Design valid for
use only, wan UlTek® connnaon. This design is based only, upon parameters shown, and is for an individual building componem, not . a truss system.
Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing
indicted is to proven hudditg of individual truss web andiat chord memben only. Additional temporary and permanent bracing IItAwT' is always required
for stability and to proven cocopse properlym with possible personal injuryanddamage. For general guidance regarding me U5 1IL fabrication, storage, delivery, erection
and bracing of trunu and truss systems, ace ANSVTPI+ Quality Crlterla, OSS42 and aCSI Building Component 6804 Parka Fast Blvd. Safety Information avallable from
Truss Plate Institute. 218 N. Lee Street. Suite 312. Adxandria. VA 22314. Tamps. FL 36610
Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1266A
T13324769
PKS1966A KJ7 JACK 2 1Job Reference (optionall
Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 23 12:45:38 2018 Page 1
ID:rfkm"3Wq7GifreOMh4ZDxyq_6K-GFw?en3eDF82umJhBKLi7(f0g3PSTnT f61SziFWh
1 1-5-0 1 5.2-8 9-10-13
11.5 0 552-8 4$7
Seale a 1:22.0
2x4 =
1.bx4 it 5
5-2.8 14-10-13
3x4
LOADING (pill) SPACING- 2-0.0 CSI. DEFL. in (bc) UdeO L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Ven(LL) -0.03 6-7 499 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 SC 0.44 Vert(CT) -0.07 6.7 >999 180
BCLL 0.0 Rep Stress Iner NO WB 0.36 Horz(CT) 0.01 5 nla n/a
BCDL 10.0 Code FBC20171TP120/4 Matrix -MS Weight: 42 lb FT - 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oG punins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-00 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/st2e) 4-129/Machanical, 2=513/0-10.10, 5=332/Mechanical
Max Harz 2-118(LC 8)
Max uplift 4-59(LC 8). 2L112(LC 8), 5=-52(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3L785/120
BOT CHORD 2-7L162f708, 6-7=-162/708
WEBS 37=0/277, 3-6=769/176
NOTES-
1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst, BCDL-3.0psf; h=15f1; B=45ft; L=241t; eave=4R; Cat.
II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip OOL=1.60
2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live bads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6-0 tall by 2-0.0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=Ib)
2=112.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 3 lb down and 11 lb up at 1-6-1,
3 lb down and 11 Ito up at 1-&1, 3 lb down and 47 lb up at 4-4-0, 3 lb down and 47 lb up at 4 4-0, and 29 lb down and 79 lb up at
7-1-15, and 29 lb doom and 79 lb up at 7-1-15 on top chord, and 2 lb up at 1$-1, 2 lb up at 1-&1, 5 lb down at 4-4-0, 5 lb down at
4 4-0, and 22 lb down at 7-1-15, and 22 lb down at 7-1-15 on bottom Chord. The design/selection of such connection device(s) is This item has been
the responsibility of others. electronically signed and
7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). sealed by Albani, Thomas, PE
using a Digital Signature. LOAD CASE(S) Standard
Printed copies of this1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.2S
unifwm Loads (ply document are not considered
Vert: 1-4=60, 541L20 signed and sealed and the
Concentrated Loads (lb) signature must be verified
Van: 13L59(FL29, BL29) 14=4(F=2, B=2) 15=10(F-5, BLS) 16L37(F=18, BL18)
on, n ,.. lectronic COI es.
ThoAl. etE o 39 i0NI'iskl Sg IteaBhrt. Car1;e -
A
February 23,2018
0 WARNING • Verify daafgn parsmeters and READ NOTES ON THIS AND INCLUDED AffTEK REFERENCE PAGE aaF7472 rev. 1643401511EFORE USE.
Oeoign valid for use only with IaReM connectors. This design is based only upon parameters shown. and is for an individual buildtrg component. not
a truss system. Before use, the budding designer must warily the applicability of design parameters and prdpery Incorporate this design into the overall
building design. &acing indicated is to prevent buckling of individual Imes web and/or Nord mambers dnty. Additiartal temporary and permanent bracing µawl' Wisalwa" required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the IN
fabrication. storage, delivery, erection and bracing at trusses, and truss systems, sea ANSUMI Ouslity Criteria, DS849 and SCSI Sulldlne Component 6904 Parka Fru Btvd.
Safety Information mhable kom Trun Plate Instoda. 216 N. Lee Street. Sube 312. Alexandria. VA 22314. Tampa, FL 36810
Symbols I Numbering System I 0 General Safety Notes
PLATE LOCATION AND ORIENTATION
Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-11e'
M
For 4 x 2 orientation, locate
plates 0- 'lid' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for 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.
64-8 dimensions shown in ft-in-sixteenths
Drawings not to scale)
2 3
TOP CHORDS
cra c2-a
0 WEBS ¢,, 4
0-
O
t-
BOTTOM CHORDS
8 7 6 5
0
0:
O
S
0
o-
0
H
JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERSILETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311. ESR-1352, ESR1988
ER-3967, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
0 2012 MiTek® All Rights Reserved
MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
S. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSIRPI 1.
7. Design assumes trusses will be suitably protected from
the environment In accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
speed.
13. Top chords must be sheathed or puriins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
IS. Connections not shown are the responsibility of others.
18. Do not cut or after truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
Is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
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t RECORD COPY
n City of Sanford
Building and Fire Prevention
Product Approval Spe ' 'cation Form
UILO4
1 S- 26 6 SANFORD
Permit # - - o
Project Location Add r
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.floridabuildino.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging Therma - Tru Single Door w/Sidelites FL8871.6
Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4
Sectional Clopay Building Products 94fr40-W4 FL15279.20
Roll U
Automatic
Other
2. Windows
Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2
Horizontal Slider
Casement
Double H-un
Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1
Awnin
Pass Through
Projected
Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding James Harding Bldg Products Hardie Panel FL13223.2
Soffits • Aluminum Coils, Inc Coils / Soffits FL12194.1
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1
Underla ments InterWrap, Inc Rhino Roof Undedayments FL15216.1
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives/
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents Southeastern Metals Off -Ridge Roof Vents FL16994.1
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
En ineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Sig
Applicant's Name fY 1-GI, . Q _T CX-v-
Please Print)
June 2014
Florida Building Code Online Page 1 of 3
l .Frof sstot#a : CeQulAtIoh y
Rrida
rLol rj§ Product Approval
tst USER: Punic user
f='t %
Product Aodroval Menu > Produtt er Aoollutlon SU= > Awlleatlon List > Applicetlon Detail
FL it
Application Type
Code Version
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Comments
Archived
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Address/Phone/Email
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Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
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Florida Engineer or Architect Name who developed
the Evaluation Report
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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
FL8871-R8
Revision
2017
Approved
7
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
419) 298-1740
rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbidgconsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from. a Florida Registere4 Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2021
Ryan J. King, P.E.
G validation Checklist - Hardcopy Received
a = e iST- 1T — - -
Standard
ASTM D1929
ASTM D2843
ASTM 0635
ASTM E1300
ASTM E84
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL8871 R8 Eouiv (b) Equivalency of Standards.odf
Year
1996
1999
2003
1998
2000
1995
1994
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Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/17/2017
10/17/2017
10/19/2017
12/12/2017
FL # Model, Number or Name Description
8871.1 a. 'ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single
Door (X) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.1.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.1.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) -
Rustic" Series Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.2.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, See INST 8871.2 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.2.odf
specific Model and for any other additional use limitations Created by independent Third Party: Yes
and installation instructions.
8871.3 c. 'ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Rustic" Series Sidelite (OX or XO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use In HVH2: Yes FL8871 R8 II (b) Inst 8871.3.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R8 *AE (bl Eval 8871.3.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic and
Smooth5tar sidelites, this product approval requires the use
of "]" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with
Rustic" Series Sidelites (OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 11 (bl Inst 8871.4.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R8 AE (bl Eval 8871.4.odf
specific Model and for any other add itional•use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic and
SmoothStar sidelites, this product approval requires the use
of "J" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
8871.5 e. "FiberClassic" or "SmoothStar' 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) -
Series Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 It (bl Inst 8871.S.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.S.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions.
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Florida Building Code Online Page 3 of 3
8871.6 f. "FiberClassic" or 'SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with
Series Sidelite (OX or XO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.6.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.6.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic and
SmoothStar sidelites, this product approval requires the use
of ")" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
8871.7 g. "FiberClassic" or 'SmoothStar" 3'0 x WO 'Impact' Opaque Fiberglass Single Door with
Series sidelites (OXO) - Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 If (b) Inst 8871.7.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic and
SmoothStar sidelites, this product approval requires the use
of')" part numbers for these sidelites, which have been
stained or painted within six months of Installation.)
8871.8 h. "Fiber0assic", "SmoothStar', 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) -
ClassicCraR" or "ClassicCraR Inswing or Outswing
Rustic" Series
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.8.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.8.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation Instructions.
8871.9 classic% "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door withrlftessicCraR" or "ClassicCraft sidelites (OXXO) - Inswing or Outswing
tic' Series
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.9.odf
Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.9.odf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (For FiberClassic and
SmoothStar sidelites, this product approval requires the use
of ")" part numbers for these sidelites, which have been
stained or painted within six months of installation.)
Back Hest
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32392 Phone: 650-487-1624
The State of Florida is an AA/EEO employer. Cabwloht 2007.2013 Stets of FleddL :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e•mall address released in response to a pubic -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 9S0.467.139S. "Pursuant to
Section 4SS.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 smalls 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 small address which Can be made available to the public To determine If you are a licensee under
Chapter 4SS, F.S., please dick liar
Product Approval Accepts:
C eill,U d
Safe
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I IERMAITRU
0
THERMA TRU DOORS
1 18 INDUSTRIAL DR., EDGERTON, Dili 43517
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE "IMPACT' DOOR
w/ "NON -IMPACT' SIDELITE
INSWING / OUTS WING
GENERAL NOTES
1. This product has been evaluated and B In compliance w61h the 61h Edition (2017) Florida Buldirig Code (FBC)
sWcturol requirements InWdkig the "High velocity Hurricane tone• (HVHL).
2. Product anchors shol bo as bled and spaced as shown an delok. Anchor embedment to base material shol be
beyond wall dressing of stucco.
3. When used In the HVHr the opaque door compiles with Section 1626 of the Florida BL6ding Code and does not
require an bsipoct resistant covering. The non•Impoct sndelle must be protected with an Impact resistant covering
complying wilh Section 1626 of the FBC.
4. When used in crew outside of the'HVHr requiring wind home debris protection. the opaque door complies wllh FBC
Sections 1609.1.2 6 R301.2.1.2 and does not require on inspect resistant covering. The opogde door meets missile level
17 and includes Wind Zone 4 as dented In ASTM E 1"6 and FBC Sections 1609.U2 8 M01.2. U 1. The non Impoct
sldeltes must be protected with an impocl resistant covering complying with FBC Sections 16M.1.2 A, R301.2.1.2.
S. For 2x slud framing consbvcfbn, anchoring of these units shol be the some as that shown Tor 2x buck masonry
construction.
6. Site conditions that deviate ham the details of this drawing require Mther englneeft onalysis by o learned
engbseer or registered architect.
7. Oulswing configurations using coastal sill Item 04 under active doors, and all dh used under the sldeltes. meet water
Infillrolion requirements for 1WHr.
e. kwAV configurations and outswig configurations using sill Rem /S under the door do not meet the water Infiltration
requbemeros la the imr and shol be installed only in nor hobilable areas or of habitable locations protected by
an overhang at canopy such that the ongte between the edge of canopy or overhang to SO Is less than 45degrees.
TABLE OF CONTENTS
T of elevations, de,6— pressures a eneral notes
Door panel detoils )Smooth sFa) VDESCRIPTIONDoordetobs )Fiber classic)
Sldelte panel detoft
Horizontal cross sectionsVerlicalciosssecliani
7 Venial cnon sections
B Buck and Irome one - 2X buck mosonry construction
9 Rome onehodng - I X buck masonry construction
10 Companenls IL Glang details
I 1 I Bill of Materials
54.7SMAX.OA FRAME WIDTH
373S MAX. I5-W MAX.
FRAME WIDTH FRAME WIDTH
36W MAX. 13.75• MAX.
r PANELWIDTH PANEL WIDTH
w
o
O
A
DO ME VVERALL DESIGN:PRESSURE PSF),
SWING
S
FRA
DIMENSION:: OSRIVE IOE`GATIF
INSWING S4.7S• x 98.00' 60.0 60.0
SMOOTH
OUTSWING 54.75' x 96.50' 65,0 65.0
STAR
INSWING S4.75' x 98.00• 60.0 60.0
FIBER
OUTSWING S4.7S• x 96.S0' 65.0 65.0
CLASSIC
See Sheet 10 for design pressure Intolbns.
scars N.T.S.
mm er DWS
car. ev. LFS
FL-8871.6 .
nI of 11
46 47
4T
EXTERIOR T
4T 43
L DETAIL A•A J b
DOOR PANEL
Snwolh stor
00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
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DETAIL A•A
Panel reinforcement
III ICII Il11
I
INTERIOR
1 HORIZONTAL CROSS SECTION
2
r-
r-IAT-1
O
T
It INGE lE S RO O 1
28.86%OPEN
AREA MAX.
EXTERIOR
i•
A
z q 6
e u z°{
NN
E z euE
l^ Ni 5m` 64
ESzVC
INTERIOR
VERTICAL CROSS SECTION%
2
er. DWS
W. LFS
nm go.:
FL-887I.6
T —L or II
64
EXTERIOR
L DETAIL A -A J
O_LQQNEL ,..
I.
1
00000000000000000000000000000011
000000000000000000000e-_ 000000000000000000000000000000000000000000000
00000000000013
000000000000000000000000000000000000000000000000000000000000
00000000
DETAIL A -A
Ponel ieWoFeement
IN
28.86% OPEN
AREA MAX.
l I
INTERIOR
HORIZONTAL CROSS SECTION
L21d
G MINCE STRE
r- IM-1
ml,
eomKm
EXTERIOR INTERIOR
r2'VERTICAL CROSS SECnON
R
4 4
56 6.491 MAX. D.Lp
O.
SB
71
71 i; A 13.
7S*MAx. 4
72 57 EXTERIOR 57 72
58
68 = t1c *
2— 46
ua PANEL ° Wroth67
UN •;
GI
G1 69
49'i3
9mZW INTERIOR265Qga23
7 maa c °
4
1 HORIZONTAL CROSS SECTION 2
4 (Classic craft & antic) Gl G2
G3
a j 4
0 0 3
d o 4
EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR i 6.
ST MAX. D.LO. o 0 a
72 67
69
G2
EXTERIOR
G2
68
67
72
69
m ir
26
23 0 70
SIDEIJTE PANE 49 Y Y 2669INTERIOR2669m
T
2
HORIZONTAL CROSS SECTION o
q IFO.,rb,,Jc) N N n
TOP -RAIL S7 67 47 N
72
48 6JI' MAX. D.L.O. 46 8 Q 47
EXTERIOR 47 72
w
a k' w Ap
1NQ j i
7Y
Sid°61e n N ^ Z 49G3wTelloRG349 — 05 22 08 23
23 73
73 73 $ML, N.T.S. m
3 HORIZONTAL CROSS SECTION oea er DWS a c
q (Smooth slot) kA ft
FS4VERTICALCROSSSECTION5VERTICALCROSSSECTION6VERTICALCROSSSECTIONB01i0RAILq (Classic cralt a nntic) 4 (Fiber classic) 4 (Smooth star) 1.E NSld°fle11O
E t
6 6 7' 7
41' O, p
8=
5 INTERIOR 70
E _ € nmAI1/9 5
i :
C=
oVV
gg p 18
EXTERIOR
Ix
4
EMB.
IIYP.) CROSS
SECDON HORIZONTALG
5Shownw/Ixsubbuck E
G
o D
3 3 4 D 0 g
6 6 7 7 B L
O.S' 6. 6 7 7 0.1s L
CSINK
CSINKLPYP.)
QYP.) n 9
B B 9 NeN B
9 9 8 P x g
w••
70 t 6cF
i 10
10 INTERIOR
e
INTERIORe..
L s• c
NZ
EXTERIOR70u° asu °
OS 22 08 : e12
12 40 EXTERIOR M
40
14 16 N M
C
E
sr N.T.S. 9 L
C 11 60 1.
1/fMBJ. 60
1-1/f MPI. me. m: OWS m CHL
M LFS i EMB.
IIYP.) EMB.
IIYP.) DRAW
w: HORIZONTAL
CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SEC17ON 5
palms - y e5 Oulsvtrsgovers sh. k tV oho
approved 5
Oulswfnp shovm • buwbig ado
aPPrw ed FL-
8871.6 ° SHM _
ffi _ Oo Orn
alsoapproved
EXTERIOR -""yJ INTERIOR
1 VERTICAL CROSS SECTION
6 Oulswing shown -
also approved
EXTERIOR INTERIOR
I
i
INTERIOR EXTE R z d
yprlrl*
2f
11 11 onuzd
E pi zu
iZ
o a
S
10
40'ma`a
4 I
g
60
S 'Wn
EXTERIOR — INTERIOR
2 VERTICAL CROSS SECTION
rI Shownw/IX.64..k
EXTERIOR INTERIOR
3 VERTICAL CROSS SECTION
6 Outswblg carnation
see ggeneral notes %heel 1
1« 1M1PwaterInfiltration
requbements
INTERIOR EXTERIOR
WAL N.T.S.
M er: DWS n
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION t-6—*N VERTICAL CROSS SECTION orx en LFS
CROW U m
FL-8871.6 °a
6 bxwkV contlgmtbn
we generol notes sheet 1
1«?NH2' water bNalrolbn
emenls
6 ftwhv conrourotion
see generd notes sheet 1
1« 11Vilt wafer InOtrollon
r ements
6 outswhg conggmlbn
see general noes sheet 1
1« 11vHi' wafer Innlrolbn
r ents srrtn 6 or 1 g
i
EXTERIOR 7I
r,
INTERIOR
1 VERTICAL CROSS SECTION
7 Oulswingshown-Inswing
also oppoved
EXTERIOR INTERIOR
4 VERTICAL CROSS SECTION
7 Inswing conllgusotlon
iE Qn
dY i
J D10D
l °• ,• • .
e . INTERIOR EXTERI&I/ Ps 1``% 1D i
o Lw Z D C WN
A d M \ Ng gotg
C 4 I
S
c_o'
22
E
o
M 8
70
y P'
EXTERIOR INTERIOR$
v I vs to
2 VERTICAL CROSS SECTION
7 Stsownwnxs bo.-a m
3 VERTICAL CROSS SEC17ON IOutswingconOgwotlon &
EXTERIOR INTERIOR
S VERTICAL CROSS SECTION
7 bowing configurolfon
I
INTERIOR EXTERIOR
VERTICAL CROSS SECTION
7 Outswbsg configuration
No DWS
sir. LFS ;
NM no.
FL-8871.6 c
oZa_LL n0
I "
ole
4r 'T
z
0
r
Ea z L)
TYP. HEAD &
MASONRYTYP. HEAD & MASONRY JAMBS 56,
OPENING JAMBS OPENING 10 ID a: & LD7.
MULLION
SHOWN FOR
REFERENCE FRAME-/
ONLY 0
ca
0
2)( BUCK !2 o
I I 7YP. 6Cj
II 2XBUCK- MULLION
77
SILLTYP. SILL 1YP. D
0
lu 0IR0 1cc
BUCK ANCHORING HINGE JAMB FRAME ANCHORING MIKE JAMB
Mosorwy 2X buck conshiction
CONCREtE ANCHOR NOTES:
1. Concrete anchor locations of the corners may be adjusted to maintain the m1n.
edge distance to morforlaints.
2. Concrete anchor locations noted os"MAX. ON CENTER' must be adjusted to
maintain the min. edge distance to morfor)DInts, qddifidnof concrete anchors
may be required to ensure the WAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table,
ANCHOR:.;;............ INANCHOR.. . 4....0......
TYPE::.:.::; EDG
11w
1/4" 1.1/4' TAFCOND
ELCO 0 1/4" 1.1/4* 4"
ILILTRACON 1
WOOD SCREW INSTALLA17ON NOTES:
1. Maintain a minimum 318* edge distance. ?* end cWfonce, & I'o.c. spacing of
I wood screws to prevent the soiling of wood.
HINGE DETAIL LAWN A DEADBOLT DETAIL
M
4 or. DWS
W. LFS
MW "D-
FL-81171.6
0 8 OF 11—,
r
THIS ANCHOR READ
ONLY WHEN DP > 60.0 PSF
J
TYP. HEAD L ~
MASONRJAMBS
Y
OPENING
I
tJ
fn
O FRAME
TYP. `
I
BUCK NP'
ri
MULLION I=
F
LI
KP.
SILL iYP.
SILL HINGE
JAMB CONCRETE
ANCHOR NOTES: FRAME ANCHORING 1.
Concrete anchor locations at the corners may b9 adjusted to maintain the min. any Ix puck conslnnclion edge
distance to morior joints. Z
Concrete anchor locations noted os MAX. ON CENTER' must be adjusted to maintain
the min. edge distance to mortar joints, additional concrete anchors may
be required to ensure the MAX: ON CENTER' dimension are not exceeded. 3.
Concrete anchor table: c:::::;::
a ANCHOR
r;
r;£:::i ANCHORMIN.. MIN: CLEARANCE:; MIN:G{EARANCE. a•
r;;aYPE.:::::• EMBEDAALNT i0
MASONRY TO ADJACENT a:
r:.....::.:::.::..:....................:.:..,..r,;::::,• EDGE;`::::;::;;;;; s..:t:::::: ITW
a mr T-mr Y 4' TAPCON
I "
WVJ1..
RCw InJ1ALlAIIVn..... 1.
Molnialn o mBdmum 5Ar edge dLtlance, i' end dBlonCe, 6 I' o.c. spacing oI wood
screws to prevent the splitting or wood. STRIKE
JAMB LATCH
A DEADBOLT DEFAIL HINGE
DETAIL i
y `
n si• y\\
Z
lint
1It•%6
O
a •: Y
EQa zaSou OIL
4
J
CE bi Sa
Eo
3u
maa9!
In
mF m
DU x:
N.T.S. L
ED* DWS i en
LFS 3 ssss
No.: d FL-
8871.E 0 c
rf -
9 of O f
4.57*
oubwoip coastal
2.W
I M GLASS 3/4* THK.
BITE GLASS
I ff TEMP
AIR SPACEC$E IIWTEMP.
SWIGGLE GLAZING
24 SPACER
8 G ZING D AILGAINaG —W11 1Wt. d 9;Lw
5Sly7,7
iHRESI D
SAr
SOLD
I MAX. DESIGN PRESSURE - +/- 50 PSF
7/1 C GLASS
G ZING DETAILr
2 "NwomGRAL-W
GLASS
1/8'TEMP.
AIR SPACE
I/IrIEMP.
SWIGGLE GLAZING
SPACER
MCGLASS
NIE
tool%,
4-W
HEAD A IDE -T
Jamb
GLAZING OETAGa
MI240.W &
112- THK.
GLASS
IfflEMP.
AIR SPACE
IfflEMP.
25'STEEL
INTERCEPT
SPACER
I
mm- 0512
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MATERIALS
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL
A 1 X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS
B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.072" 1HK. SMOOTH STAR F = 6.000 PSI MIN. FIBERGLASS
C MAX. I/4"SHIM SPACE WOOD 42 LOP RAIL SMOOTH STAR COMP.
D 1 /4" X 2.3/d' PFH ELCO CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVL
E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90
CONCRETE 44 HINGE STILE SMOOTH STAR) WOOD
5 BOTTOM RAIL SMOOTH STAR COMP.
F 1 /4" X 2.9/4" PFH Ii1N CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023' THK. SMOOTH STAR STEEL
FI 3/Ib" X 3.1/4' PFH ITW CONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE
Florida Building Code Online Page 1 of 6
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Product Approval
5 usER: Public User
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Product Aooroval Menu > Product or Aoolication Search > Aoolicatlon Ust > Application Detail
FL # FL15279-RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments reapply 11/28/17
Archived
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason, OH 45040
513) 770-6062
mwesterfield0clopay. com
Authorized Signature Scott Hamilton
shamilton®clopay.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Intertek Testing Services NA, Inc.
Validated By Gary Pfuehler
0 Validation Checklist - Hardcopy Received.
Referenced Standard and Year (of Standard) Standard Year
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FLIS279 RS Eouiv 20170809 - FBC - DASMA 108 eouiv.odf
FL15279 RS Eouiv 20170809 - FBC - DASMA 11S eouiv.odf
Product Approval Method Method 1 Option A
Date Submitted 08/10/2017
Date Validated 11/29/2017
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1 /2018
Florida Building Code Online Page 2 of 6
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page 0 0
12/05/2017
FL # Model, Number or Name
15279.1 001 W3-09 DSIE-1A171: 2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134, 135, 136,
6130, 6131, 6133
Limits of Use
Approved for use in HVH2: No
Approved for use outside HV.HZ: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.2 002 W3-09 DSIE-1A471: GO1SP,
GR1SP, GD1LP, GR1LP, AR1SP,
AR1LP, E01SP, ED1LP, 4132, 2132,
6132, SFC38, MFC38
Limits of use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure- +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
d a Page l/ 8 0 0
Description
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 29 ga. min.) Single -Car (up to 9'0' wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FLIS279 RS C CAC Letter with oroof of contract and oroof
ofinsoection.odf
FLIS279 RS C CAC W3 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS If 10165S-Revl2.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
Single -Car (up to 9'0' wide) WINDCODE® W3 Garage Door
Certification Agency Certificate
FLIS279 RS C CAC Letter with proof of contract and oroof
ofinsoection.odf
FL1S279 RS C CAC W3 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS If 103952-RevOl.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1S279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0' wide)
HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door18131,8133
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-20 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
15279.4 004 W3-16 DSIE-1A171: 2050,
2051, 2053, 4050, 4051, 4053, 62,
64, 65, 62G, 62LG, 64G, SDP38,
SFL38, SRP38, 134. 135, 136,
6130, 6131, 6133
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant, N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.5
Certification Agency Certificate
FLIS279 RS C CAC Letter with oroof of contract and proof
ofinsoection.odf
FLIS279 RS C CAC W3 Listing Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLIS279 RS tI 104175-RevOl.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 29 ga. min.) Double -Car (9'2" to 16'0' wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FLIS279 RS C CAC Letter with proof of contract and oroof
of insoection.odf
FLIS279 RS C CAC W3 Listing Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLIS279 RS II 101820-Revl3.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 2/1/2018
Florida Building Code Online Page 3 of 6
005 W3-16 DSIE-1A471: G01SP,
GR1SP, GO1LP, GR1LP, AR1SP,
AR1LP, ED1SP, ED1LP, 4132, 2132,
6132, SFC38, MFC38
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the Impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
15279.6 006 W3-16 DSIU-1A171:9130,
9131, 9133, HDP13, HDPF13,
HDPL13, 7130, 7131, 7133, 8130,
8131, 8133
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated
EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.)
Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage
Door
Certification Agency Certificate
FL15279 RS C CAC W3 Listing Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FL15279 RS II 104028-RevOl.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double -skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W3 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and proof
of insoection.odf
FLIS279 RS C CAC W3 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS II 104168-RevOl.adf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.7
148B4
O07 W3-16 PAN-2F153: 73, 1S00,
I Steel Pan (min. 2S ga.) Double -Car (9'2" to 16'0" wide)
7S, 190, 84A, 94, 42, 48, SS, 428, WINDCODE® W3 Garage Door
SSS, 4RST, 6RST, 4RSF, 6RSF
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +20 PSF/-21 PSF
Other, The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
15279.8 008 W4-09 DSIE-1F171:4300,
4301, 4310, 4400, 4401, HOG,
HDGL, HDGF, 66, 66G, 67, 67G,
68, SP200, SF200, SE200, 6200,
6201, 6203
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure: +28 PSF/-29 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FLIS279 R5 C CAC Letter with proof of contract and proof
of inspection.odf
FUS279 RS C CAC W3 Listino Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FL15279 R5 II 101308-Revl2.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
2" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Single -Car (up to 9'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and oroof
of insoection.odf
FL15279 RS C CAC W4 Listing Intertek.pdf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FL15279 RS I1 101652-B-Revll.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1S279.9 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single-
AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE® W4 Garage Door
HDGC, 6202, SFC68, MFC68
Limits of Use Certification Agency Certificate
Approved for use in HVH2: No FL15279 RS C CAC Letter with oroof of contract and oroof
Approved for use outside HVH2: Yes of insoection.odf
Impact Resistant: No FLIS279 RS C CAC W4 Listing Intertek.odf
Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date
Other: The standard glazing available for this product OS/21/2028
meets the wind load requirements of the building code but Installation Instructions
FLIS279 R5 II 103969-8-RevO2.odf
https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/ 1 /2018
Florida Building Code Online Page 4 of 6
DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc.
windborne debris regions. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15279.10 010 W4-09 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.;
9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9W wide)
HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203
Limits of Use
Approved for use in HVHz: No
Approved for use outside HVHz: Yes
Impact Resistant: N/A
Design Pressure: +28 PSF/-29 PSF
Other, The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and proof
ofinspection.odf
FL15279 RS C CAC W4 Listino Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLIS279 RS 11 104183-RevOl.odf
Verified By: Intertek Testing *Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.;
Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0"
wide) WINDCODE® W4 Garage Door
Limits of Use
Approved for use in HVHz: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +28 PSF/-29 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
15279.12 012 W4-09 PAN-2F151: 73, 1500,
75, 190, 84A, 94, 76, 42, 48, 55,
428, 488, SSS, 4RST, 6RST, 4RSF,
6RSF, 2RST, GOSS, GD5SV, GR5S,
GRSSV, ARSS, ARSSV, EDSS,
EDSSV
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +25 PSF/-32 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279.13 013 W4-09 PAN-212441: G4S, GS4,
G4L, GL4, GD4S, GD4L, GR4S,
GR4L, G4SV, GS4V, G4LV, GL4V,
GD4SV, GD4LV, GR4SV, GR4LV,
E4S, E4L, ED4S, ED4L, E4SV, E4LV,
ED4SV, ED4LV, SS4, SL4, AR4S,
AR4L, SS4V., SL4V, ARASV; AR4LV
Limits of Use
Approved for use in HVHz: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +25 PSF/-32 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the.:building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and proof
ofinsoection.odf
FLIS279 RS C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS II 104456-Rev0I.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and proof
ofinspection.pdf
FL15279 R5 C CAC W4 Listinii Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FL15279 R5 II 300159-B-Rev16.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single -
Car (up to 9'0' wide) WINDCODE® W4 Garage Door
Certification Agency Certificate
FLIS279 RS C CAC Letter with oroof of contract and proof
of insoection.odf
FLIS279 RS C CAC W4 Listino intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS II 103486-B-RevO8.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1S279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to
Harbor, Stone Manor 9'0"wide) WINDCODE40 W4 Garage Door
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018
Florida Building Code Online Page 5 of 6
Limits of Use
Approved for use in HVH2:: No
Approved for use outside HVH2:: Yes
Impact Resistant: N/A
Design Pressure: +25 PSF/-32 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
15279.15 015 W4-16 DSIE-11`171: 4300,
4301, 4310, 4400, 4401, HOG,
HDGL, HDGF, 66, 66G, 67, 67G,
68, SP200, SF200, SE200, 6200,
6201, 6203
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant, No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279.16 016 W4-16 DSIE-1F471: GD2SP,
GR2SP, G02LP, GR2LP, AR2SP,
A0,21-P, ED2SP, ED2LP, 4302,
HDGC, 6202, SFC68, MFC68
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
15279.17 017 W4-16 DSIEO-1F479:
Coachman/Settlers/Affinity
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant, N/A
Design Pressure: +25 PSF/-25 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windbome
debris regions (ref 1609.1.4 FBC).
15279.18 018 W4-16 DSIU-11`171:9200,
9201, 9203, HOP20, HDPF20,
HDPL20, 7200, 7201, 7203, 8200,
8201, 8203
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-25.5 PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
Certification Agency Certificate
FL15279 R5 C GAG Letter with proof of contract and proof
of insoection.odf
FL15279 R5 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 RS I1 103549-RevO6.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
2" Double -skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with oroof of contract and proof
of insoection.odf
FL15279 R5 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLIS279 RS I1 101481-8-Revl3.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS
exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -
Car (9'2" up to 16'0" wide) WINOCODE® W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and oroof
of insoecdon.odf
FL15279 RS C CAC W4 Listino Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL15279 R5 I1 104029-B-RevO3.Ddf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double Skin Insulated EPS (exterior skin 27 ga. min.;
interior skin 27ga. min.) with Overlay Double -Car (up to
16'0" wide) WINDCODE® W4 Garage Door
Certification Agency Certificate
FLI.S279 RS C GAG Letter with oroof of contract and oroof
of insoection.Ddf
FL15279 RS C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FL1S279 R5 II 103046-Rev07.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Double -skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide)
WINDCODE® W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with proof of contract and oroof
of insoection.odf
FL15279 R5 C CAC W4 Listing Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FLIS279 RS iI 104169-RevOl.odf
Verified By: Intertek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ 1 Q... 2/ 1 /2018
Florida Building Code Online Page 6 of 6
15279.19 019 W4-16 DSIUO-IK479: Canyon
Ridge/Brookstone
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2:: Yes
Impact Resistant: N/A
Design Pressure: +25.5 PSF/-2S.S PSF
Other: The OPTIONAL glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions. The product without glazing DOES
comply with the impact resistant requirement for windborne
debris regions (ref 1609.1.4 FBC).
iS279.20 020 W4-16 PAN-2FiS3: 73, 1500,
75, 190, 84A, 94, 42, 48, 5S,
4RST, 6RST, 4RSF, 6RSF, GDSS,
GDSSV, GRSS, GRSSV, ARSS,
ARSSV, EOSS, ED5SV
Limits of Use
Approved for use in HVH2: No
Approved for use outside HVH2: Yes
Impact Resistant: No
Design Pressure: +24 PSF/-24.5 PSF
Other: The standard glazing available for this product
meets the wind load requirements of the building code but
DOES NOT meet the impact resistant requirement for
windborne debris regions.
Go to Page =
Double Skin Insulated PUR (exterior skin 27 ga. min.;
interior skin 27ga. min.) with Overlay Double -Car (9'2" to
16'0" wide) WINDCODE® W4 Garage Door
Certification Agency Certificate
FLIS279 R5 C CAC Letter with oroof of contract and oroof
of insoection.odf
FL15279 RS C CAC W4 Listino Intertek.odf
Quality Assurance Contract Expiration Date
05/21/2028
Installation Instructions
FLI S279 RS II 104457-Rev02.odf
Verified By: InteRek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
WINDCODE&W4 Garage Door
Certification Agency Certificate
FL15279 RS C CAC Letter with oroof of contract and oroof
of Insoection.odf
FL15279 RS C CAC W4 Listino Intertek.odf
Quality Assurance Contract Expiration Date
OS/21/2028
Installation Instructions
FL15279, RS II 101711-B-RevlS.odf
Verified By: InteRek Testing Services NA, Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Badt Neff
a 46 Page 1/8f0 d
ContaR Us :: 2601 Blair stone Road. Tallahassee Fl. 32399 Phone: BS0-4a7.1a24
The state of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your *-Rail 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 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 on be made available to the public. To determine If you are a licensee under
Chapter 455, F.s., please Clitlr DACL•. :
Product Approval Accepts: .
rM og
C: edtXwijc
Safe
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Florida Building Code Online Page 1 of 4
RE
g a I)
SCIS Home I Log In j User Registration i Hot Topic I submit Surcharge I state B Facts ; Publications I FBC Staff I SOS site Map i - Links I search I
Product Approvalr { °"s USER: Public User
ia'a"`9
Product Aooroval Menu > earch > Application List > Application Detail
FL # FL17499-R3
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
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
717)365-3300 Ext2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlingeremiwd.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
m Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Vear
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 01/15/2018
Date Validated 01/15/2018
Date Pending FBC Approval
Date Approved 01/21/2018
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/l/2018
Florida Building Code Online Page 2 of 4
Summary of Products
FL # Model, Number or Name Description
17499.1 18S SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact
4).odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact (Sl
Done.odfDesignPressure: +55/-55
Other: R-PGSS', Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact
3).odfbeddedinPecora896sealant.
FL17499 R3 C CAC MI Windows - 185 SH (Flanae) Impact
4).odf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 11 08-025458.pdf
Verified By: Luis R Lomas PE-62S14
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 5133218-3.odf
Created by Independent Third Party: Yes
17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC(13361)El726.01-109-47-R0 18S
SH(FLG waiverl.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf
FL17499 R3 C CAC M[ Windows - 185 SH (Fin) (12).odfDesignPressure: +60/-60
FL17499 R3 C CAC MI Windows - 18S SH (Fiance) Other: R-PG60
SO).odf
Quality Assurance Contract Expiration Date
10/08/2018
Installation Instructions
FL17499 R3 it 08-02549B.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE S133276-4.odf
Created by Independent Third Party: Yes
17499.3 18S SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC(133631E1729.01-109-47-RO 18S
SH (FLG waiver).odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FLi7499 R3 C CAC MI Windows - 18S SH (Fin) (13).odf
FL17499 R3 C CAC MI Windows - 185 SH fFlnl (141.pdfDesignPressure: +60/-60
FL17499 R3 C CAC MI Windows - 185 SH (Flange) Other: R-PG60'
11).odf
Quality Assurance Contract Expiration Date
10/17/2018
Installation Instructions
FL17499 R3 II 08-02SSOB.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513328E-S.odf
Created by Independent Third Party: Yes
17499.4 18S SH 3601 Fin, Finless, Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-47-RO 185 SH
042S22).odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other: R-PG60• Installation Instructions
FL17499 R3 11 08-03163.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 514082.odf
Created by Independent Third Party: Yes
17499.5 18S SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact
2).odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact
httns://www.floridabuilding.org/13r/or ann dtl.asnx?naram=wGEVXOwtDatCUGaviOiz6B... 2/1/2018
Florida Building Code Online Page 3 of 4
Design Pressure: +5S/-55
Other: R-PG55, Missile Level 0, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
31.odf
FL17499 R3 C CAC MI Windows-185 SH (Flance)Im
FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impart
5).odf
Quality Assurance Contract Expiration Date
10/10/2018
Installation Instructions
FL17499 R3 11 08-02544B-I.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 513320E-l.ndf
Created by Independent Third Party: Yes
17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:'No FL17499 R3 C CAC APC(13362)E172S.01-109-47-RO 185
Approved for use outside HVHZ: Yes SH(FLG waiverlS-SIG 1-8A 52 1-8X84 R60(1009181.odf
Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).odf
Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows - 18S SH (Fin) (9).ndf
Other: R-PG60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoel (9).odf
Quality Assurance Contract Expiration Date
10/09/2018
Installation Instructions
FL17499 R3 It 08-025468-2.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 5133228-2.odf
Created by Independent Third Party: Yes
17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17499 R3 C CAC MI Windows - 185 SH Triple (Finl
3).odf
Impact Resistant: No FL17499 R3 C CAC MI Windows - 18S SH Triole (Finl
4).odfDesignPressure: +50/-50
Other: R-PG50• FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanoe)
3).odf
FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanoe)
4).odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-025488.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Prarty: Yes
Evaluation Reports
FL17499 R3 AE S133248-6.odf
Created by Independent Third Party: Yes
17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 1O5x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17499 R3 If CAC MI Windows - 185 SH Twin (Fin)
3),od
Impact Resistant: No
Design Pressure: +45/-45
FL17499 R3 C CAC MI Windows - 185 SH Twin (Finl
4).odf
Other: R-PG45 FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanoel
3).odf
FL17499 R3 C GAG MI Windows - 185 SH Twin (Flanoe)
4).odf
Quality Assurance Contract Expiration Date
10/20/2018
Installation Instructions
FL17499 R3 II 08-02547B-7.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R3 AE 5133236-7.odf
Created by Independent Third Party: Yes
Beal Next
Contact Us :: 2601 Blair Stan@ Road. Tallahassee Fl. 32399 Phone: 11SO.487.1824
The State of Florida Is an AA/EEO employer. Cooviloht 2007.2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund statement
https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018
Florida Building Code Online Page 4 of 4
Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 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 !trails 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 It you are a licensee under
Chapter 455, F.S., please click 0E[L.
Product Approval Accepts:
tvtti
CradkCaird. --
Safe.
https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Q iz6B... 2/ 1 /2018
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE W17H
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD,
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR CLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 18 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
I REV I DESCIUMN I DATE I APPW40
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. IBREVISEDGLASS10/02/17 R.L.
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE .3/I6• TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063-75 FU-30KSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO.I DESCRIPTION
1 I NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
11 COMPONENTS
SIGNED: 1211412017
MI WINDOWS NDDOORDOORS, 6soWMARKET t GRATZ.
PA 17030-0370 51tI.
r
O'
V5 SERIES185ALUMINUMSINGLEHUNGWINDOW52"
X 72" NON —IMPACT Yy= NOTES
o ,, STATE OF F•'
c(ORIOP• DRAWNoneNo. aLv N.
G. 08 02 B i
i/
s/0NAj0NG` Luis
R. Lomas P.E. FL
No.: 62514 NTS
oaE 12/29/14 I9 OF 11 LROBERTOLOWSP.
E. 14VIV000FORDADLEIVISVaLE,
NC270M 430-
M-060A Amas®Ybn#vv.
N
FR
HE
52' MAX FRAME WIDTH
2" MAX -------
1 16" MAX O.C. 2' MAX
I V
16"
O.C.
OMAX
2" 1—
AX
ME
GHTHT
4
52" MAX FRAME WIDTH
2" MAX 16" MAX O.C. 2' MAX
2'17
16" OMAX /
O.C.
72- —
MAX
FRAME
HEIGHT
4
X
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW DESIGNER EXTERIOR VIEW
FLANGE FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION
SEE CNART i1 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 01 FOR SMALLER UNITS REOUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t60.OPSF NONE
NOTES:
1. MAXIMUM SASH SIZE: 51' X 36".
2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2".
3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2%
HARDWARE SCHEDULE
METAL SWEEP LOCK AT 9' FROM EACH END
BLOCK AND TACKLE BALANCE AT JAMBS
REVISIONS
DESCRI%pN DATE I MPFWED
REMISED ANCHOR SPACING & CHARTS D7/11/16 R.L.
REVISED GLASS 1 10/02/17 1 R.L.
CHART#I
Number of anchor locations required
Frame Frame Width In
Height 18.00 24.00 30.00 36.00 42.00 48.00 62.00
In) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb I Head I Jamb Head Jamb
24.00 2 3 3 3 3 3 0 3 4 3 4 3 4 3
20.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3
42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4
54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5
66.00 2 5 3 5 3 S 1 .3 1 5 1 4 5 1 4 5 1 4 5
72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
FLANGE dt FINLESS ELEVATIONS
DRAWW. D" ND.
f
oBozsa9
NTS DATE 12/29/14 sNEL72 OF 11LROBERTOLOMA.S P.E.
942 WOODFORD RD LEWISVILLE, NG 27023
134•6664609• cam
SIGNED: 1211412017
S IR
1
IL104ZqGEN"-4
S
bTOF ,*W 0'*`
l0ROP
RSs 1,
1 pNAj
t
Luls
R. Lomas P.E. FL
No.: 62514
52" MAX FRAME WIDTH 52' MAX FRAME WIDTH -
2" MAX 10' MAX O.C. 2 MAX 2" MAX
2'
MAXrr
10" MAX O.C.
rl
z fix-
10" 10'
MAX MAXO
72' 72*
MAX MAX
FRAME
HEIGHT
FRAME
HEIGHT
RrASIDMS
RLV DESCRWMDN DATE APPW41)
A REVISED ANCHOR SPACING & CHARTS 07/11/15 R.L.
2 MAX
B REVISED GLASS 10/02/17 R.L
CHART#2
Number of anchor locations required
Frame Frame Width In
Helghf 1B.00 24.00 30.00 36.00 42.00 48.00 52.00
in) H 6 S Jomb H d S Jamb H 6 S Jamb H S S Jamb H 6 S Jamb H 6 S Jamb H d S Jamb
24.00 3 1 3 3 3 4 3 5 3 5 3 6 1 3 6 3
30.00 3 4 3 4 4 4 4 4 5 4 6 1 4 6 4
36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5
42.00 3 5 3 5 4 5 5 5 5 5 6
5s48.00 3 6 3 6 4 6 5 6 5 6 6 6
54.00 3 6 3 6 4 6 S, 6 5 6 6 6
60.00 3 7 3 7 4 7 1 5 7 6 7
6B.00 3 B 3 a 4 B 5 B 5 B 6 B
Z 3 8 3 8 4 B 5 B 5 8 6 8
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW EXTERIOR VIEW
FIN INSTALLATION FIN INSTALLATION
SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
SIGNED: 1211412017
MI WIN6soDWWS LLC 1R Iito
EST MNDEDOOREET
GRATZ. PA 17D30-0370
s
ENS•gJ+' 1. MSA'XIMUM SASH SIZE: 51' X 36'.
SERIES 185 ALUMINUM SINGLE HUNG WINDOW2. MAXIMUM SASH D.L.O.: 47 5/8' X 32 1/2'. k•' oy6 5 *C
3. MAXIMUM FIXED D.L.O.: 49 J/B" X 32 1/2'. 52" X 72" NON —IMPACT r/(st
FIN ELEVATIONS D ; STATE OF
S F 0RVDV" DRAuu: am NO.
08-0022549/d`ONA
atv
scut DATENTS 12/29/14 3 OF 11 j1{G11 V
HARDWARE SCHEDULE
2) METAL SWEEP LOCK AT B' FROM EACH END INTERIOR MEETING RAIL Luis R. Lomas P.E.
IM WOODF RDLEWISVILLE. NC27023
2) BLOCK AND TACKLE BALANCE AT JAMBS 434488-06a8 eknusoniave.cam FL No.: 62514
1/2" MIN
RIEVWDHS
REV DESCRIPI M 041E APPROVED
EDGE DISTANCE
A REVISED ANDHOR SPACING h CHARTS 07/11/16 R.L.
WOOD FRAMING
OR 2X BUCK B REVISED GLASS 10/02/17 R.L.
BY OTHERS
1 1/4" MIN. V EMBEDMENT
BACKER ROD
A MAX
SEALANT SHIM SPACE
BACKER ROD
do APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
10 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
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 ASTM E2112
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1
1 /2"
MIN
EDGE INTERIOR
DISTANCE \
110 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BACKER R00BYOTHERS
do APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 1211412017
MI WINDOWS LLC IR IlLlo''
iMNDEDOORS, EST REEr S
CENSFgU'% GRATZ, PA 1703p-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW o,.6j5 y'—_
52" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS D ; STATE OF Lv
DRAWN: awe MD. REv perar : [OALo8-0 2549 B A
scut w1ENTS 12/29/14 4 OF 11 j1\
L RODERTO LOMAS P.E. Luis R. Lomas P.E. 1492 WOODFORD RD LEWISVILLE, NC 27D27
4JIQ6D-0SDD Abmai/brnesps.oum FL No.: 62514
REVISIONS • I
1/2" MIN Kv DLSCRAImN aAIE APPROVED
EDGE DI$TANCE A REVISED ANCHOR SPACING & CHARTS D7/11/16 R.L.
METAL
STRUCTURE B REVISED GLASS 10/02/17 R.L.
BY OTHERS 1/4' MAX.
r SHIM SPACE
APPROVED
SEALANT
If IWI 110 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR tj
BACKER ROD
do APPROVED
SEALANT
META
STRUCTUF
BY OTHEF
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLA77ON
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
1/4' MAX.
SHIM SPACE
110 SMS OR INTERIORSELFDRILLING
SCREWS
MIN. = "
EDGE
DISTANCE
I -
EXTERIOR
METAL
STRUCTURE BACKER RODBYOTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
FLANGE INSTALLATION DETAILS
DRAWN: DWC NO.
N.G. 08-02549
SCALE NTS DALE 12/29/14 1 SN[El5 OF 11
L. ROBERTO LOM4S P.E.
1432 HOODFORD RD LEWISVILLE. NC 270"
434-6M.0600 IOwIAv@bbm V&c*m
SIGNED: 1211412017
1R I IL O/'4
v, • \G E H S'4+'
D 5
T OF i ry
ORIOP -,N7
11E
Luis R. Lomas P.E.
FL No.: 62514
2 1/ MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS e
OPTIONAL 1X BUCK ° •'° EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
1/4" MAX.
BACKER ROD SHIM SPACE
APPROVED
SEALANT
INTERIOR
EXTERIOR
3/16" TAPCON
1 1/4' MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
P
o
3/16" TAPCON .°
2 1/2"
MIN.
EDGE 'o
DISTANCE
RdKIDN4
Atv DEScevnoM DAIS I APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GIASS 10/02/17 R.L.
1/4' MAX.
SHIM SPACE
INTERIOR
BACKER ROD
EXTERIOR
APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET 1
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SILL TO BE SET
IN A BED OF
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
BACKER ROD APPROVED NOT SHOWN FOR CLARITY.
APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEALANT SEALANT WIDESIGNEDINACCORDANCE THASTM E2112 SIGNED: 12/14/2017
OPTIONAL IX BUCK 1/4" MAX. MI WINDOWS AND DOORS, LLC 111111III,
SEE NOTE 3 — 7
SHEET 1
SHIM SPACE
6GRATZ,SPA 50370T
5 R' L D
17030 GEIVSF9J+
CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW
BY OTHERS e
e
52" X 72" NON —IMPACT AATeFLANGEINSTALLATIONDETAILS10 , OF 1. Ly,'
0'
e :'
a'' • a : ..
MAWarc RD.
08
REv
B S:c[ORIOT;
sauc wa s10¢2E1549
NTS 12/29/14 6 OF 11
VERTICAL CROSS SECTION L ROBERTO LOMAS P.E. Luis R. Lomos P.E.
CONCRETEANASONRYINSTAL LATION 1wWOODFORDRDLEWISVILLE.AIC2700 FL No.: 62514 43040,wy i4,,R „Mwcam
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN
EDGE DISTANCE
1/4- MAX.
HIM SPACE
010 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4' MAX.
C SHIM SPACE
r
VERTICAL CROSS SECTION
WOOD FRAMWG 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
RLVKgNS
REV DE501 VTON DUE I APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
1 1/4' MIN. 1/4' MAX.
EMBEDMENT SHIM SPACE
1/2"
MIN INTERIOR
EDGE
DISTANCE
110 WOOD
SCREW :"
WOOD FRAMING EXTERIOR
OR 2X BUCK
BY OTHERS BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON -IMPACT
FINLESS INSTALLATION DETAILS
DRAWN. I DWB NO.
rNT'*
OB=02549
S JDAIE 12/29/14 ISHM7 OF 11
L. ROBERTO LOLIA.S P.E.
I4M WOODFORD RD LEWISVILLE. AC 2AW
304 94609 AomasdibmaW wm
SIGNED: 1211412017
STATE
Luis R. Lomas P.E.
FL No.: 62514
a
ItrAslDNS
2 1/ MIN.
EDGE DISTANCE
plv DESCRIVIqu W7E MVROV[D
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
CONCRETE/MASONRY 9 REVISED GLASS 1D/02/17 R.L.
BY OTHERS e ' '
1 1/4" MIN. 1 1/4" MIN.
OPTIONAL 1X BUCK EMBEDMENT EMBEDMENTSEENOTES3 — 7
SHEET 1 CONCRETE/MASONRYIBYOTHERS OPTIONAL 1X BUCK
SEE NOTES 3 — 7
v1/4' MAX. SHEET 1
BACKER ROD SHIM SPACE
APPROVED
SEALANT
3/16" TAPCON ' 1 /4' MAX.
3/16' TAPCON SHIM SPACE
INTERIOR INTERIOR
2 1/2" -
MIN. :o
EDGE -
DISTANCE
J ..
EXTERIOR
EXTERIOR BACKER ROD
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIM49ONRY INSTALLATION
SILL TO BE SET
BACKER ROD
IN A BED OF
APPROVED
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
APPROVED
SEALANT
STRUCTURAL NOT SHOWN FOR CLARITY
SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL I BUCK 1/4" MAX
DESIGNED IN ACCORDANCE WITH ASTME2112
SIGNED: 1211412017
SEE NOTE 3 - 7 SHIM SPACE
SHEET 1
r LLCIILVEMIWIN650DOWSMNDDOORS, o,/
i
CONCRETE/MASONRY
WEST E
GRATZ. PA 17030-0370 r\ CENS,gd+'` BY OTHERS n
e
SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 >t
a:.. • . • `, . ' 52" X 72" NON -IMPACT
d•`' .. FINLESS INSTALLATION DETAILS q7 • $ AT _ OF W
0"wit.Dwc w.
05B SIoVERTICALCROSSSECTIONSLMENTSDATE12/29/14 —99 OF 11 1111111kN\\\\ CONCRETEWASONRY
INSTALLATION L.
ROBEROLOMAS Luis R. Lomas P.E. L
IIJT1100DFORDRDLEW/SVILLE, E,NC2702J g1.
6BB-0609 trlmssp°.cnm FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
7/16' MIN
EDGE DISTANCE
7/16' MIN
EDGE DISTANCE
APPROVED
SEALANT
BEHIND FIN
1 1/4' MIN.
EMBEDMENT
LMOLUMLIV 1
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATKNJ
WOOD
FRAMING
BY OTHERS
1/4' MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
1 1/4-
MIN.
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
7/16' MIN
EDGE DISTANCE
RLVISONS -
REV DESCRIPIIDN DATE I APPROVED
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
B REVISED GLASS 10/02/17 R.L.
1/4' MAX
r SHIM SPACE
18 WOOD SCREW
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1 /4" MAX
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
SHIM SPACE
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
WOOD GRATZ, PA 17030-0370
FRAMING
BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
wuwN: Two. N.G. 08-02549
srwl NTS DAB 12/29/14 —'710 OF 11
L. ROBERTO LOMAS P.E.
1432 VMODFORD RD LE WISVILLE, MC 27029
434-699-0609 M-us@*Axm W.c
SIGNED: 1211412017
g R' LID
A TAT E OF
0R110V
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2' MIN
EDGE DISTANCE
1 /4' MAX.
SHIM SPACE
REVISIONS • .
DESL11V11ON a1E I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED CLASS 10/02/17 R.L.
1/4' MAX.
SHIM SPACE
R , "1S OR almomi
SELF DRILLING 110 SMS OR INTERIOR
SCREW SELF DRILLING
R
SCREWS
1/2'
MIN.
EDGE
DISTANCE
EXTERIOR
METAL BACKER ROD
STRUCTURE APPROVED
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
BACKER ROD SEALANT
APPROVED
SEALANT
1/4' MAX.
r SHIM SPACE SIGNED: 1211412017
META MI WINDOOR LLC R III p STRUCTUREBY
OTHERS 65DDWE5T MARKETD EST S E
N't* GRATZ. PA 17030-0370 ter •\G j'p SERIES
185 ALUMINUM SINGLE HUNG WINDOW AI IOyBl25 VERTICALCROSSSECTION52" X 72" NON:IMPACT ys(ry(,t oi' METAL
STRUCTURElt4STALLATION FINLESS INSTALLATION DETAILS 90 , .STAT OF Lt TES:
DRAWW. oRc oSj OR1 NTERIORAND
EXTERIOR FINISHES, BYOTHERS, 08-02549 a G``. 7//
0NAj1'
NOT SHOWNFORCLARITY. 2. PERIMETER
AND JOINT SEALANT BY OTHERS TO BE w1[ 51¢
n NT$ 12/29/14 B OF 11 F DESIGNEDINACCORDANCEWITHASTME2112LROBERIOLORLASP.E. LUIS R. P.E. I4M WOODFORD
RD LEWISVILLE. MC 21023 625mas FL No.: 62514 0,y
C2
3/16"
13/16'
FLANGE FRAME HEAD
CMd8501
ALUMINUM 6063•T5.050• THICK
2 5/ 16' --I
3 3/8'
L
FLANGE FRAME SILL
CM-I8502
ALUMINUM 6063• T5.055' THICK
1
3I/
4"
J
LOCK RAIL/STILE
CM•16S05
ALUMINUM 6063•TS .OS?' THICK
1'
GLAZING BEAD
CM• 18535
RIGID PVC .050' THICK
1 7/a•
2 3/16'
FLANGE FRAME JAMB
Chi- 18503
ALUMINUM 6063-TS .0.50' THICK
FINLESS FRAME SILL
CM-18554
ALUMINUM 6063.TS .055' THICK
1 7/16"
2 T-=FuL
SASH BOTTOM RAIL
CM•18555
ALUMINUM 6OW-T5.050' THICK
II13,
8- r
15/16'
ASH STILE
CM-I8SO7
ALUMWUM 6063-TS AW THICK
I
rl
2 3/16' —I
1 5/16"
1
FINLESS FRAME HEAD
CM-85M
ALUMINUM SW3•T5.050' THICK
2 5/I6" —I
3 3/4"
IT,
FIN FRAME SILL
CM•18508
ALUMINUM 6063•T5.055' THICK
2'
L
MEETING RAIL
CM•18504
ALUMINUM 6063•T5.055' THICK
1 3/8}--
2 3/16'
FINLESS FRAME JAMB
CM•IRS13
ALUMINUM 6063-T5.050'THICK
2 3/16"
1
2 5/16'
FIN F/7dMF NFdA
ALUMINUM 60S3•T5.050' THICK
2 3/8'
2 3/16"
FIN FRAME JAMB
CM-18510
ALUMINUM 6063•TS .OSO' THICK
NLV DESCRIPTION D"lE APPROVED
IAREVISEDANCHORSPACING & CHARTS 07/1I/IS R.L
9 REVISED GLASS 10/02/17 R.L
5/8'
1/8' ANN. 1/8' ANN.
1/0" ANN.
090 PVB BY KURARAY
METAL REINFORCED
BUTYL SPACER
EKTERIOR
INTERIOR
1/2' BITE SILICONE
SEALANT
SETTING DLDCK
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-037D
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
52" X 72" NON —IMPACT
COMPONENTS
N.G. 1 08-02549 '
NTS 11" 12/29/14 ls'w ll OF 11
L ROOERTO LONAS P.E.
1432 W OODFORD RD LE WISVILLE. NC 2hW
4344&0, 0y /mms6De*bw"ps.wM
SIGNED: 1211412017
v, •G E NSF .1+
6
STAT E OF
ONA j16?G`\`.
Luis R. Lomas P.E.
FL No.: 62514
Florida Building Code Online Page 1 of 3
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Q 1/00' Product Approvald-b'ti IUSER: Public user
t'•
Prooua Aeoroval Menu > PreeuR or Aoolication Search > Aeolieadon IJst > Appliatlon Detail
FL # FL15349-R9
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext2560
bsitlinger*miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
0 Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Y JU
AAMA 506 2011
AAMA/WDMA/CSA 101/I.S. 2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/31/2017
Date Validated 12/31/2017
Date Pending FBC Approval
Date Approved 01/04/2018
https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1 /31/2018
Florida Building Code Online Page 2 of 3
of Products
FL tF I Model, Number or Name Description
15349.1 1185 PW 173 x 72 insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15349 R9 C CAC APC 12786.odf
Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 12787.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 04/03/2018
Other: CW-PG60 Installation Instructions
FLIS349 R9 II 08-02357B.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R9 AE 5131248.odf
Created by Independent Third Party: Yes
15349.2 185 PW 159 x 54 Triple CHS Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL1S349 R9 C CAC APC 1S350.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 01/24/2021
Design Pressure: +55/-55 Installation Instructions
Other: R-PG55 FLIS349 R9 II 08-02949.odf
Verified By: Luis R. Lomas, PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R9 AE S13783.odf
Created by Independent Third Party: Yes
15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ.- No FLIS349 R9 C CAC APC 1S454.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 06/25/2021
Design Pressure: +5S/-55 Installation Instructions
Other: FW-LC55, Missile Level 0, Wind Zone 3. Glass FLIS349 R9 If 08-02948.odf
consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FL1S349 R9 AE S13782.odf
Created by Independent Third Party: Yes
15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLIS349 119 C CAC APC 8272.odf
Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.odf
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 01/24/2021
Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions
consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-01614B.odf
annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514
bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes
Evaluation Reports
FLIS349 R9 AE S12278B.odf
Created by Independent Third Party: Yes
15349.5 1185 PW Impact 96 x 60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FLiS349 R9 C CAC APC 7962.odf
Approved for use -outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 12/05/2020
Design Pressure: +55/-SS Installation Instructions
Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 iI 08-01613B.odf
consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514
annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes
was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports
FLIS349 119 AE S122778.odf
Created by Independent Third Party: Yes
Bads Ne:t
Contact us ::'1601 Stair Stone Road. Tallahassee FL 123" Phone: RSO-487-1924
The sate of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy Statement :: AeeeSSibilld Statement :: Refund Statement
https://www.floridabuildi ng. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH85 72gvdW1... 1 /31 /2018
Florida Building Code Online Page 3 of 3
Under Florida to., small addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the Office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to
Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official Communiation with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which an be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please dick here .
Product Approval Accepts:
M {trc
Vedittard.
Safe.
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 1/31 /2018
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPUCABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-75.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 16 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
DEScar11DN I M7L IMPRMD
REVISED INSTALLATION DETAILS 06/01/15 R.L.
REVISED NAME AND ADDRESS 1D/27/18 R.L.
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE BID SMS OR SELF
DRILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL .BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.0DO PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM.
D. METAL STRUCTURE: STEEL IBGA (.0487 FY-33KSVFU-52KSI OR
ALUMINUM 6063-75 FU-30KSI .048' THICK MINIMUM
20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
TABLE OF CONTENTS
NO. DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS. CHARTS AND GLAZING DETAILS
4 — 12 INSTALLATION DETAILS
SIGNED: 1111512016
DOORS, LLCMIWINDOWw S It'. L04ellMNDKET
GRATZ, PA 17030 b,•VG NSF mod+
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT FF
NOTES p , STATE OF
FSs;. 0R10DRUMLN10OD. E
08-02357 77 71/DjNA 111L`\ LUIs
R. Lomas P.E. FL
No.: 62514 scALc "'
M ow NTS09/03/14 1 OF 12 L
ROSERTOLOAIAS P.E. 1412
WOODFORD RD LEW&MLE. NC 2MU 4."-
w- 609 Aomassibnu wp
72 1/2' MAX FRAME WIDTH
6' MAX -r-r 1BT MAX O.C. 6' MAX
18'
MAX O.C.
1T
71 1/2'
MAX
FRAME
HEIGHT
00
REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW
r 1 & B2 EXTERIOR VIEW
FOR NUMBER OF
ANCHORS REQUIRED
72 1/2+ MAX FRAME WIDTH
6' MAX _
rr
18' MAX D.C. -
B' MAX
6"
00
00
71 1/2' 1B"
MAX MAX O.C.
FRAME
HEIGHT
j j
REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
1 & ®2
FOR NUMBER OF
EXTERIOR VIEW
ANCHORS REQUIRED
DESIGN PRESSURE RATING IMPACT RATING
t60.OPSF NONE
NOTES:
I. MAXIMUM D.LO.: 69 dr4' X 69 314'
RLvscas
DESCfiP"Dil DATE APPROVED
REVISED INSTALLATION DETAILS 06/01/15 R.L.
REVISED NAME AND ADDRESS 10/27/16 R.L.
CHART 0I
Number of anchors required (tvilhout rigid rollers)
Frame Frame wIdtti In
Height 24.00 1 10.00 16.00 42.00 46.00 64.00 60.00 66.00 12.60
fin) HAS mD H&S Jamb HAS Jamb HAS Jamb HAS amD Hd5 amD Hd5 amD H4.5 amD HAS lamb
24.00 2 2 2 2 1 2 J 2 J 2 4 2 4 2 4 2 5 2
20.00 2 2 2 2 1 2 J 2 J 2 1 2 4 2 4 2 5 2
10.00 2 J 2 J 1 1 J J 3 J 4 J 4 J S J S J
4L00 2 1 2 J 1 J 1 J J 1 4 1 5 J S J 6 1
48.00 2 1 2 J J J 1 J J J 4 J S 6 1 8
54.00 2 4 2 4 1 4 1 4 J 4. 4 4 S 4 6 4 7 4
60.00 2 4 2 4 1 1 S 1 S 4 S S S 5 S 7 S
66.00 2 1 2 4 S 1 S J 8 4 6 S 6 6
77
6
7I.60 2 S 2 S J S J 6 J 0 4 7 5 7 6 7
CHART 02
Number of anchors required (with rigid filters)
Fame Fame width (in)
I* light 24.00 0.00 x0o 4t.00 48.00 64.00 0.00 66.00 7L60
15+1 HAS Jamb HAS mD N65 Jamb HAS mD mD NdS smD Hd5 anrD N65 emD
24.002 2 2 2 1 2 J 2 2 4 2 4 2 5 2
10.00 2 2 2 2 1 2 J 2 2 4 2 4 2 s 2
00 2 2 1 J J J J J 4 1 4 1 5 1
42.00 2 J 2 1 J 1 J J jHASmb 4 4 5 1
4a.00 2 1 2 1 1 1 1 4 4 1 5
Do 2 4 2 4 1 4 1 4 4 4 4 4 4 S 4
6000 2 4 2 4 1 4 J 4 4 4 4 1 1 5 4
6.00 2 4 2 1 J 1 J 4 4 4 4 4 1 1 S 4
71.60 2 1 S 2 S J 1 5 1 3 S 1 ] 1 S 1 4 1 S 1 4 1 5 1 4 5 S S
SEE SHEETS 4.7 FOR INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73' X 72' NDN-IMPACT
FLANGE & FINLESS ELEVATION & CHARTS
J.L. 1 08-02357
WAX NTS I DATE 09/03/14 '-72 OF 12
L ROBERTO LOADS P.E.
t412 WOODFORD RD LE WISVILLE, NC 27023
434.666-0 50.9 raonu:ibntesp.rmr
SIGNED: 1111512016
Q J'•
it'.
I ILI0
r,.VGEIVS•,tf+ i
p o,.
6E OF
0RvDIF.'4 2Z
Luis R. Lomas P.E.
FL No.: 62514
71
FI
HI
6' MAX —
72 1/2" MAX FRAME WIDTH —
r—r 18' MAX O.C. .
18' j
MAX O.C.
1/2'
IAX
AMIGHGHT jy
j
6' MAX
REFER TO CHART y3
SERIES 185 ALUMINUM FIXED WINDOW
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED
72 1/2' MAX FRAME WIDTH
6' MAX — 18 MAX O.C. 6' MAX
MAX O.C.
71 1/2"
MAX
FRAME
HEIGHT /
EFER TO CHART 13
FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW
ANCHORS REOUIRED EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t60.0PSF NONE
NOTES:
1. MAXIMUMD.L.O.: 693/4'X683/4'
RLVISIDNS•
RLv DESCRIPIgN DAIS I APPROVED
A RLYISED INSTALLATION DETAILS 06/01/15 R.L.
B REVISED NAME AND ADDRESS 1D/27/16 R.L.
CHART IT3
Number of anchors required (Rn Installation)
Frame Frame wIdID (ln
bight 24.00 1 30.00 36.00 42.00 40.00 QI.co 60.00 6.00 72.50
1^) HAS amb Nd5 smD Nt5 amb Nd5 6mD H65 JambiHAS emD NdS Jambi HIS amb Nl5 Jamb
3 3 3 3 3 1 3 3 5 3 5 3 6 J
3 J 3 3 3 1 3 4 3 4 3 5 3 5 3 5 3
3 3 3 3 3 4 J 1 3 4 3 5 3 S 3 6 3
4 3 4 3 4 4 4 4 4 4 S 4 S 4 6 4j431341144S4s481
4 3 4 3 4 4 4 4 4 4 4 5 4 S 6 4
S 3 S 3 5 4 S 4 5 4 S 5 5 S 5 B 5
S 3 S 3 S 4 S 1 S 4 S S S S S
6 3 6 3 6 4 6 1 1 1 D 1 1 1 6 S I 6 5 6 8 6
SEE SHEETS FOR INSTALLATION DETAILS
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN ELEVATION & CHART
DRAWN: DWD ND.
J.L. 08-02357
SME NTS 641E 09/03/14 s'w3 OF 12
L ROBERTO LOMAS P.E.
1432 WOODFORD RO LEWISVILLE. AC 27023
434.6dd•0609 0am
SIGNED: 1111512016
1111 111 Ll I ll
isD
O ENS .4U+'
4r • L
TOF
REV iFS .1OR10V'
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2' MIN,
EDGE DISTANCE
I
1 1/4' MIN. METAL
EMBEDMENT
STRUCTURE
Ff
BY OTHERS
1.
1/4' MAX.
SHIM SPACE BACKER ROD
APPROVED
SEALANT
10 WOOD SCREW
INTERIOR
110 WOOD SCREW
RIGID FILLER
1/4' MAX.
SHIM SPACE
1 1/4' MIN.
EMBEDMENT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4' MIN. 1/4' MAX.
EMBEDMENT I r SHIM SPACE
1/2' MIN.
EDGE DISTANCE
1
INTERIOR
10 WOOD
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK
BACKER RODBYOTHERS &
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR
BACKER ROD
APPROVED
SEALANT
r
3/4' MIN
I EDGE DISTANCE
1/4' MAX.
B r SHIM SPACE
I
S10 SMS OR
SELF DRILLING
SCREW
INTERIOR
110 SMS OR
SELF DRILLING
SCREW
RIGID FILLER
1/4' MAX.
F SHIM SPACE
STRUCTURE
BY OTHERS
3/4' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4' MAX.
r SHIM SPACE
c
3/4' MIN.
EDGE DISTANCE INTERIOR
po SMS OR
SELF DRILLING
SCREWS
METAL
EXTERIOR
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
RMIONS
RLV DLSCRrMw M1E APPRDYE0
A REUSED INSTALLATION DETAILS 06/01/15 R.L.
B I REVISED NAME AND ADDRESS 1 10/27/16 IR.L.
NOTES:
I. INTERIOR AND EXTERIOR FWISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 1111512016
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030 v, •G E IV
SERIES 185 ALUMINUM FIXED WINDOW o 6
73" X 72" NON -IMPACT Or.` ATFINLESSINSTALLATIONDETAILSWITHOUTFILLERSo OF
orrAwlr. arc No.
08-002[357
rtLv
B
cLOR1OP G\
sal.: a 1[ NTS 09/03/14 4 OF 12
L ROBERTO LOAIA.S P.E.
14M WOOOFORD RD LEWLSVRLE. AC 2M23
Luis R. Lomas P.E.
FL No.: 62514
4.W40-wo awwokfimp" Mn
RlVI5"M 1.
REV DESCRYIIDN DATE APPROVED
2 1/2- MIN. A REVISED INSTALLATION DETAILS 06/01/I5 R.L
EDGE DISTANCE D REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
1 1/4- MIN.
d •
d 1 1/4" MIN. EMBEDMENT
OPTIONAL 1X BUCK
d EMBEDMENTSEENOTES3 — 7
SHEET t
CONCRETE/MASONRY
BACKER ROD 1/4' BY OTHERS 1/4 MAX.
APPROVED SHIM SPACE SHIM SPACE
SEALANT OPTIONAL 1X BUCK d .• ISEENOTES3 — 7
SHEET 1
3/ 16" TAPCON
v . , •.
EXTERIOR INTERIOR 3/ 16- TAPCON INTERIOR
3/16- TAPCON
BACKER ROD
APPROVED
SEALANT
1/4' MAX. 2 1/2
OPTIONAL 1X BUCK SHIM SPACE MIN.
SEE NOTE 3 — 7 EDGE
SHEET I DISTANCE EXTERIOR
CONCRETE/MASONRY
L
BACKER ROD
BY OTHERS a
S • 1 1/4" MIN.
APPROVED
SEALANT
EMBEDMENT
JAMB INSTALLATION DETAIL
d.. • • ..
d•
CONCRET&WASONRYINSTALLAPON
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSSSECTION
CONCRETEWASONRY 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: 1111512016
MI WINDOWS AND DOORS, LLC R I ilk/Y iKETST.
GRATZ. PA 17030
5
ENs*.9U+%
z *• t1,,6925SERIES185ALUMINUMFIXEDWINDOW
73" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITHUT FILLERS
s)sLOl
pTATE OF
0S. S pLONARIOT:aG011E LM1S
R. Lomas P.E. FL
NO.: 62514 DRAW*
J.
L. on
08-
02357 REv
B
CME
NTS MIE 09/D3/14 SNEE15 OF 12 L
ROBERTO LOAMS P.E. 14M
WOODFORD RD LEWISVILLE. NG 27029 43d4w4w
AwnASvAnm.spsmm
1/2' MIN.
r EDGE DISTANCE
WOOD FRAMING
I
1 1/4' MIN.
OR 2X BUCK EMBEDMENT
BY OTHERS
BACKER ROD SHIM SPACE
APPROVED
SEALANT RIGID FILLER
110 WOOD SCREW
EXTERIOR
INTERIOR
110 WOOD SCREW
RIGID FILLER
BACKER ROD
APPROVED 1/4' MAX.
SEALANT SHIM SPACE
WOOD FRAMING 1 1/4' MIN.
OR 2X BUCK EMBEDMENTBYOTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4" MIN. 1/4' MAX.
EMBEDMENT I r SHIM SPACE
j—
f
RIGID FILLER
1/2" MIN.
EDGE DISTANCE
INTERIOR
110 WOOD
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK
BACKER RODBYOTHERSAPPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
InwsoNs
REV M. DUE APPROVED
3/4' MIN
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
STRUCTURE
BY OTHERS 1/4' MAX.
r SHIM SPACE
ROD JBACKER
APPROVED RIGID FILLER
SEALANT TINTERIOR 110 SMS OR
SELF DRILLING
SCREW
EXTERIOR
110 SMS OR
SELF DRILLING
SCREW
BACKER ROD
APPROVED
SEALANT
RIGID FILLER
1/4' MAX. L r SHIM SPACE
STRUCTURE
BY OTHERS
3/a' MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4' MAX.
r— SHIM SPACE
RIGID FILLER
3MIN. INTERIOR
EDGEEDDISTANCE110
SMS OR SELF
DRILLING A..,. SCREWS7..j METALXTERIOR
STRUCTURE
BY
OTHERS APPROVED SEALANT
JAMB
INSTALLATION DETAIL METAL
STRUCTURE INSTALLATION 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 ASTM E2112 MI
WINDOWS AND DOORS, LLC 650
W. MARKET ST. GRATZ.
PA 17030 SERIES
185 ALUMINUM FIXED WINDOW 73"
X 72" NON —IMPACT FINLESS
INSTALLATION DETAILS WITH RIGID FILLERS DRANM.
DNC N0. I RD J.
L. 08-02357 B Sc.
NTS JDAIE 09/03/14 1 5NEE16 OF 12 L.
ROBERTO LOMAS P.E. 1432
WOOOFORD RD LEWISVILLE. NC 27023 474-
08-0609 Ammsowbmaw.cam SIGNED:
1111512016 01
D
TATE OF' Luis
R. Lomos P.E. FL
No.: 62514
REV
REMONS - •
DESCRVMDM WE MVIID ED
2 1/2- MIN. A REVISED INSTALLA110N DETAILS 06/01/15 R.L.
EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS
a • 1 1/4• MIN.
e' '
e.• ' • 1 1/4' MIN.
EMBEDMENT
OPTIONAL 1X DUCK EMBEDMENTSEENOTES3 - 7
SHEET t r r
CONCRETE/MASONRY
BACKER ROD 1/4" BY OTHERS 1/4" MAX.
APPROVED SHIM SPACE SHIM SPACE
SEALANT OPTIONAL 1X BUCK
RIGID FILLER SEE NOTES 3 - 7
SHEET 1 RIGID FILLER
3/16- TAPCON
EXTERIOR INTERIOR 3/16' TAPCON INTERIOR
3/16- TAPCON
BACKER ROD
APPROVED RIGID FILLER
SEALANT
1/4" MAX. 2 1/2"
OPTIONAL 1X BUCK SHIM SPACE MIN.
SEE NOTE 3 - 7 EDGE
SHEET 1 DISTANCE EXTERIOR
CONCRETE/MASONRY BACKER ROD
BY OTHERS a •', a 1 1/4" MIN.
APPROVED
SEALANT
EMBEDMENT
JAMB INSTALLATION DETAIL
a•' . , CONCRETEAUSONRYINSTALL9TION
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
NOTES:
t. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ, PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FINLESS INSTALLATION DETAILS WITH RIGID FILLERS
DRANN: DNC NO. REV
J.L. 08-02357 B
5011E NTS JDAIE 09/03/14 1 SHCET7 OF 12
L ROBERTO LOWS P.E.
MV WOODFORD RD LEWISVILLE, NC 2hV2
434499.0 09 dbonas@IWnaspacam
SIGNED: 1111512016
o 6 .*=
E Ow
iOF''cZOR10r \
NA 1NOG``\
Luis R. Lomos P.E.
FL No.: 62514
1/2' MIN.
rEDGE DISTANCE
WOOD FRAMING 1 1/4" MIN. METAL
1 3/4- MIN
EDGE DISTANCEOR2XBUCKEMBEDMENTSTRUCTUREBYOTHERS
BY OTHERS 1/4_ MAX.
SHIM SPACE
ASHIM1/4" MAX. r
BACKER ROD & SPACE
BACKER ROD &
APPROVED SEALANT
APPROVED SEALANTBEHINDFLANGEBEHINDFLANGE
010 WOOD SCREW 10 SMS OR
SELF DRILLING
SCREW
EXTERIOR EXTERIOR INTERIOR
INTERIOR
0 SMS DR
10 WOOD SCREW
SELF DRILLING
SCREW
BACKER ROD &
RIGID FILLER
BACKER ROD & RIGID FILLER
APPROVED SEALANT 1/4' MAX. APPROVED SEALANT
BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4- MAX.
SHIM SPACE
WOOD FRAMING 1 1 4- MIN
METAL
STRUCTUREOR2XBUCK
BY OTHERS
EMBEDMENT BY OTHERS
3/4- MIN I
4-
1/2" MIN
EDGE DISTANCE
EDGE DISTANCE VERTICAL CROSS SECTION
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION
WOOD FRAMING OR 2X BUCK WSTALLATKJN
1 1/4" MIN. 1/4' MAX.
EMBEDMENT I SHIM SPACE
1/2- MIN. 3/4" MIN.
EDGE DISTANC EDGE DISTANCE
1 INTERIOR I
10 WOOD 10 SMS OR
SCREW SELF DRILLING
SCREWS
WOOD FRAMING
OR 2X BUCK EXTERIOR METAL
BY OTHERS BACKER ROD &
STRUCTURE
BY OTHERS
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4' MAX.
SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
RLVKI0N5 •.
RLV DEWANnION DUE APVRDVED
A REVISED INSTALLATION DETNLS os/01/15 R.L
B REVISED NAME AND ADDRESS 10/27/16 IRI.
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE WITH ASTM E2112
MI WINDOWS AND DOORS, LLC
65D W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS
DRAWN: DWG NO. R
J.L. 08-02357
SME NTS 09/03/14 1 SNEE'8 OF 12
L ROBERTO LOMAS P.E.
14M WOODFORD RD LEWISVXLE, NC 2T023
434408.OM AMwaso*jymme.DDm
SIGNED: 11/15/2016
1R IL DID/zM
M2pOF i/
i,s,ONA 11Ea`\ Luis
R. Lomos P.E. FL
No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
EXTERIOR
BACKER ROD & -
APPROVED SEALANT
BEHIND FLANGE
OPTIONAL IX BUCK -
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY -
BY OTHERS
2 1/2" MIN.
EDGE DISTANCE
VSHIM
1 1/4" MIN.
EMBEDMENT
4"
SPACE
3/16' TAPCON
INTERIOR
3/16" TAPCON
1/4' MAX.
SHIM SPACE
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRY WSTALLATION
I
1 1/4" MIN.
EMBEDMENT
ArAson 11
REV DESCRIPFON DAZE APPRWED
A REVISED INSTALLATION DETAILS 06/01/15I R.L.
B REVISED NAME AND ADDRESS 10/27/16 R.L.
1 1/4" MIN.
EMBEDMENT
77 t..
o
CONCRETE/MASONRY
BY OTHERS • 1/4" MAX.
SHIM SPACE
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
3/ 16" TAPCON • : INTERIOR
2 1/2-
MIN
EDGi :a
DISTANCE EXTERIOR
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INSTALLATION
SIGNED: 1111512016
NOTES:
MI WIND OWw MNDK ET
DOORS, LLC
ST.;`\\\S
GRATZ, PA 17030
R It0o fv,,
G E NSe 9,P
SERIES 185 ALUMINUM FIXED WINDOW
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
IVOTSHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTME2tt2
73" X 72 NON -IMPACT
FLANGE INSTALLATION DETAILS WITHOUT FILLERS
E.p7• __
E10 , TAT OF •Iv-
0
rS 10R1O l G\``\ iij NA11E
DRAM oRc
08=02357 ftvB
WALE NTS -E 09/03/14 s"EE'9 OF 12
P
FL No.:
Luis R. Lomasas P.E. L. ROBERTO LOMAS P.E.
4wWOODFORD RD LEN75VMLE./IC 27022
4.T4.680,M9 Ab Ar*& rwWv.rom62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
1/2' MIN.
EDGE DISTANCE
1 1/4' MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
RIGID FILLER
10 WOOD SCREW
EXTERIOR
INTERIOR
10 WOOD SCREW
RIGID FILLER
BACKER ROD k
APPROVED SEALANT 1/4' MAX.
BEHIND FLANGE SHIM SPACE
WOOD FRAMING 1 1/4 MIN.
OR 2X BUCK EMBEDMENTBYOTHERS
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1 1/4' MIN. 1/4' MAX.
EMBEDMENT r SHIM SPACE
RIGID FILLER
EDGE DISTANC /
INTERIORI
10 WOOD
SCREW
WOOD FRAMING
EXTERIOROR2XBUCK
BY OTHERS BACKER ROD &
APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
REVIS015 ..
REV wSCRwMw DATE APPROVED
3/4' MIN A REVISED INSTALLATION DETAILS O6/DI/15 R.L.
METAL r EDGE DISTANCE
STRUCTURE 0 REVISED NAME AND ADDRESS 1 10/27/16 JR.L.
BY OTHERS 1/4 MAX.
SHIM SPACE
BACKER ROD do
APPROVED SEALANT RIGID FILLER
BEHIND FLANGE
110 SMS OR
SELF DRILLING
SCREW
EXTERIOR INTERIOR
110 SMS OR
SELF DRILLING
SCREW
BACKER ROD k RIGID FILLER
APPROVED SEALANT
BEHIND FLANGE 1/4' MAX. 01 SHIM SPACE NOTES:
METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
STRUCTURE NOT SHOWN FOR CLARITY.
BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
3/4" MIN
DESIGNED IN ACCORDANCE MTN ASTM E2112
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
RIGID FILLER
3/4" MIN. INTERIOR
EDGE DISTANCE SIGNED: 1111512016
DOORS, LLCMIWINDsoWw. a IILI0
MARKET ST.`\\ 5 Y/z
E N
10 SMS OR
GRATZ. PA 17030 C S'
SERIES 185 ALUMINUM FIXED WINDOW*• SELF DRILLING 0 6 *
SCREWS 73" X 72" NON —IMPACT
METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS E OF ; w
c(
wawa
J.L.
owc w.
08-02357
REV
B
STRUCTURE
BY' OTHERS APPREOVED SEALANT
P
ss%
OR14 aG`xN
i/01111A 1111 WALE DATE StanNTS09/03/14 10 OF 12BEHINDFLANGE
JAMB INSTALLATION DETAIL
Luis R. P.E. L RDWRTO LOMA3 P.E.
METAL STRUCTURE INSTALLATION 1432WOODFORDRDLEWISVR.LE.NC27M 2562514FLNo.: 434•6p +wwcom
REVISIMS ..
REV DESCNmIID1r DATE APPROVED
2 1/2• MIN.
A REVISED INSTALLATION DETAILS 06/D1/15 R.L.
EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L.
CONCRETE/MASONRY
BY OTHERS e " ! '
1 1/4• MIN.
J 1 1/4' MIN. EMBEDMENT
OPTIONAL 1X BUCK n EMBEDMENT
SEE NOTES 3 - 7
SHEET 1
v
CONCRETE/MASONRY
BACKER ROD & 1/q• BY OTHERS 1/4• MAX.
APPROVED SEALANT SHIM SPACE I SHIM SPACE
BEHIND FLANGE OPTIONAL IX BUCK r
RIGID FILLER SEE NOTES 3 — 7
RIGID FILLERSHEET1
3/16• TAPCON v
EXTERIOR INTERIOR 3/16' TAPCON INTERIOR
3/16- TAPCON
BACKER ROD &
APPROVED SEALANT
RIGID FILLERBEHINDFLANGE
OPTIONAL 1X BUCK 1/4 MAX'
SHIM SPACE
2 1/2
MIN. :
o '••' SEE NOTE 3 — 7 EDGE
SHEET 1 DISTANCE EXTERIOR
T
CONCRETE/MASONRY J BACKER ROD &
BY OTHERS e
l
1 1/4• MIN.
APPROVED SEALANT
a
a••
EMBEDMENT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
u '• • CONCRETEAAASONRYINSTALLATION
A
2 1/2• MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE4USONRY INSTALLATION
SIGNED: 1111512016
MI WINDOWS AND DOORS, LLC
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, 650 W. K
NOT SHOWN FOR CLARITY. GRATZ. PA 17030 v ••GEN'•'9s+%
2.PER/METER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW M.-TATFOF
DESIGNED IN ACCORDANCE WITHASTM E2112
73" X 72" NON -IMPACT
FLANGE INSTALLATION DETAILS WITH RIGID FILLERS Otsst""
DRAWN: DRG N0. RIN
IO16*%•G 08-02357 a ii°Fis•.'cO NOARjs.ENTSarz09/D3/14 E11 OF 12 L.
ROBERTO LOMAS RE 14"
WOODFORDRDLEWISVI LE, NO27W3 Luis R. Lomas P.E. 494.
M.0 00 Alwnw@w0ni spe.mm FL No.: 62514
APPROVED
SEALANT
BEHIND FIN 1 1 /4' MIN.
EMBEDMENT
16 WOOD WOOD
SCREW FRAMING
BY OTHERS
1 /4' MAX.
SHIM SPACE
3/8' MIN p
EDGE DISTANCE II
INTERIOR
EXTERIOR
1/4' MAX
I
r SHIM SPACE
3/8' MIN
EDGE DISTANCE
16 WOOD WOOD
SCREW
APP 0VVEO L 1 1/4" MIN. BY0 HERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD FRAMING
1/4' MAX
BY OTHERS SHIM SPACE
I/6 WOOD
SCREW INTERIOR
1 1/4'
MIN.
EMBEDMENT
I
APPROVED
SEALANT Iq,
BEHIND FIN
EXTERIOR
3/8' MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
REVISIONS
REV DESCRIPTION ME APPROVED
A REVISED INSTALLATION DETAILS O6/Dl/151 R.L. 1BREVISEDNAMEANDADDRESS10/27/15 R.L.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE MTN ASTM E2112
MI WINDOWS AND DOORS, LLC
650 W. MARKET ST.
GRATZ. PA 17030
SERIES 185 ALUMINUM FIXED WINDOW
73" X 72" NON —IMPACT
FIN INSTALLATION DETAILS
DRAWW.. DwD No,
J.L. 08-02357
sruc NTS JDAIE09/03/14 1 SEE' 12 OF 12
L. ROBERTO LOMA.s P.E.
IIM WOODFORD RD LEWLSVR.LE. NC 27023
434-m-0600 Iftamo blmsma m
SIGNED: 1111512016
ItI It0
r•EHSF9iP :
i
TOATi OF
ORIQP•
0.
i,S ONA11 aGX
Luis R. Lomas P.E.
FL No.: 62514
Florida Building Code Online Page 1 of 3
now
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If 1.142 Product Approvalrd O USER: Public user
Product Aeerovat Menu > Product or Aoolicatlen searoh > Aoollcation List > Application Detail
FL # FL15353-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 36S-3300 Ext 2560
bsitlingerOmiwd.com
Authorized Signature Brent Sitlinger
bsitlingeromiwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from .a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Luis R Lomas, PE
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich, PE
G Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL15353 R3 COI FLCOI.odf
Standard
AAMA 4S0
Method 1 Option D
Year
2010
httna-//www.floridahuildina.nrg/nr/nr ann dtl.asnx?naram=wGEVXOwtDatH8572gvdWIS... 2/1/2018
Florida Building Code Online Page 2 of 3
Date Submitted 10/16/2017
Date Validated 10/23/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
15353.1 5764 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHz: No FLIS353 R3 II 08-01448B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS3S3 R3 AE S120728.odf
span: 104-1/4". Created by Independent Third Party: Yes
15353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FL153S3 R3 Il 08-014398.odf
Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FL1S3S3 R3 AE 512063B.odf
span: 83" Created by Independent Third Party: Yes
15353.3 IS76S Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FL1S353 R3 11 08-01449B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE S120738.odf
span: 156-3/8" Created by Independent Third Party: Yes
15353.4 IS765 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FL15353 R3 II 08-01440B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120648.odf
span: 83". Created by Independent Third Party: Yes
15353.5 CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FLIS353 R3 II 08-01442B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant, Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512066B.odf
length - 83". Created by Independent Third Party: Yes
15353.6 CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FL15353 R3 II 08-01451B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 512075B.odf
span - 156-3/8" Created by Independent Third Party: Yes
15353.7 CM-18523 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FLIS353 R3 It 08-014S28.odf
Approved for use outside HVHz: Yes;, Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512076B.odf
span - 104-1/4". Created by Independent Third Party: Yes
15353.8 CM-18531 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHz: No FL1S3S3 R3 11 08-01443B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH85 72gvdWIS... 2/ 1/2018
Florida Building Code Online Page 3 of 3
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FL153S3 R3 AE S12067B.odf
span - 83" Created by Independent Third Party: Yes
15353.9 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FL1S353 R3 II 08-014538.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 512077B.Odf
span - 156-3/8" Created by Independent Third Party: Yes
15353.10 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions.
Approved for use in HVHZ:-No FL1S3S3 R3 II 08-01444B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512068B.odf
span: 83" Created by Independent Third Party: Yes
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVH2: No FLIS353 R3 II 08-014S4B.odf
Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512078B.odf
span: 156-3/8". 1 Created by Independent Third Party: Yes
Contact US :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0487,1a24
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida Iaw, email addresses are public records. It you do not want your e-mall address released in response to a publk•records request, do not $and
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact BS0.487.139S. -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 It
they have one. The entails provided may be used for official communication with the licensee. however email addresses are public record. It you do not wish to
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Product Approval Accepts:
wars ® .
Safe
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 2/1/2018
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
DOCUMENT APPLY ONLY TO MULPON. WINDOWS MUST BE APPROVED
UNDER SEPARATE APPROVAL.
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI
WINDOWS AND DOORS, INC.
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
WINDOW OR DOOR UNIT.
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS
ANCHORED AS SHOWN HEREIN.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED ANO MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH.. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EOUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
RLMS015
REV DESCRI%IDM DATE APPROVED
A REVISED INSTALLATION DETAILS 06/10/15 R.L.
B REVISED ANCHORING NOTES & INSTL DET. I 06/07/17 R.L.
ANCHORING NOTES:
1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM
EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
SHEET 3.
2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM
EMBEDMENT WITH 1 • MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN INSTALLATION DETAILS SHEET 3.
3) FOR ANCHORING INTO METAL USE J10 SMS OR SELF DRILLING
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN
IN INSTALLATION DETAILS SHEET 3.
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N.
TYPE 1 (OR GREATER).
D. METAL STRUCTURE —STEEL 1 BGA (.048•) FY=33KSI/FU=52KSI
OR ALUMINUM 6063—TS FU=30KSI .062• THICK MINIMUM.
6) FOR ATTACHING WINDOW UNITS TO MULLION USE 110 SELF TAPPING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE
SCREWS 6• FROM EACH MULLION END AND 12• MAX. O.C.
THEREAFTER. STAGGER SCREWS AT EACH WINDOW.
TRIBUTARY WIDTH -
W1 W2
2
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
5764 — VERTICAL MULLION
B
TABLE OF CONTENTS CE ERAL NOTESN
SHEET NO. DESCRIPTION MAWN: Mc
1 NOTES V.L. 08-01439
2 CONFIGURATIONS AND DP CHART SCAEE NTS -E 01/11/12 — 1 OF 4
3 INSTALLATION DETAILS L ROBERTO LOMA.S P.E.
I472 WOODFORD RD LEWISVILLE. NC 2=3
4 COMPONENTS 044".0m IDRRK6ibINSP Own
SIGNED: 1011312017
1R'11L oy///00
STAT 6EOF •L
0 'r(pR10• :
Luis R. Lomas P.E.
FL No.: 62514
107 3/B'
COMBINED WIDTH
W1'Ir- W2 --
61 1FRAME
HEIGHT WINDOW WINDOW
MULLION
SPAN)
I 1 1
107 3/8"
T OMBINED WIDTH
WI W2 --
83" LINFRAME
HEIGHT WINDOW
MULLION
SPAN) 1 1
107 3/8-
COMBINED WIDTHFW2
1
B3- 1 1 WINDOW 1
FRAME
HEIGHT
WINDOM WINDO
MULLION
J
SPAN' 1 1 1
W 1 --( - W2
107 3/B'
COMBINED WIDTH
Design pressure rating s
Mullion
an n
Tributary width (in)
16.13 25.50 36.00 42.00 48.00 52.13
25.00 120.0 120.0 120.0 120.0 120.0 120.0
37.38 120.0 120.0 120.0 120.0 120.0 120.0
49.63 1200. 98.3 81.2 76.9 75.2 75.1
62.00 71.0 57-2 39.7 35.9 33.4 32.3
65.63 50.6 43.7 33.0 29.6 27.4 26.3
72.00 44.9 32.7 24.4 21.8 19.9 19.0
BI.00 28.1 2 3
LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE.
107 3/8'
COMBINED WIDTH
W1W2 B
FRAME '
WINDOW WINDOW HEIGHT
MULLION
SPAN)
I /
F_
107
3/8' COMBINED
WIDTH W1
W2 83'
1 1 WINDOW 1 FRAME
HEIGHT
MULLION
SPAN)
1 1 1 WI
W2 107
3/8' COMBINED
WIDTH I
RLV I DESC1av1I0M I DUE I AP M MD 1 A
REVISED INSTALLATION DETAILS 06/10/15 1 R.L. I 0REVISEDANCHORINGNOTES & INSTL DET. 06/07/17 1 R.L. 107
3/8' COMBINED
WIDTH W1
W2 83'
J I WINDOW FRAME
HEIGHT
H MULLIONSPA'-- 1 1- L- WI-
4- W2 107
3/8" COMBINED
WIDTH APPROVED
CONFIGURATIONS MULTIPLE
UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH
DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Design
pressure rating Ipsn with rebar Mullion
span (
In) Tr
butary width 18.
13 1 25.S0 136.00 42.00 In
48.
00 S2:13 25.
00 120. 0 120.0 120.0 120.0 120.0 120.0 37.
38 120.0 120.0 120.0 120.0 120.0 120.0 49.
62 120.0 98.3 81.2 76.9 75.2 76.1 62.
00 95.2 70.0 53.3 48.1 44.8 43.4 65.
63 80.0 68.6 44.2 39.7 35.7 35.3 72.
00 60.3 43.9 32.8 29.2 26.7 25 5 84.
00 37.7 27.3 20.1 17.7 16.0 15.1 LARGE
AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS
IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE
FLANGE. MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ,
PA 17030-0370 5764 -
VERTICAL MULLION 83"
MULLION SPAN APPROVED
CONFIGURATIONS AND RATING CHARTS DRAW.
DqD RD. V.
L. 08-01439 sDALE
NTS D"`E 01/11/12 1 SHM 2 OF 4 L
ROBERTO LCAUS P.E. 14W
WOODFORD RD LEWISVILLE, NC 27D23 Llf-
4wo dlamra/ Ikka sps.oan SIGNED:
1011312017 o
z1 %
f %C EN6% fps 0P
T(,,A(T lFEOF ,-. G
011VA
j1IEa`` Luis
R. Lomas P.E. FL
No.: 62514
LF
1
I" MIN
EDGE DISTANCE
MASONRY/CONCRETE
BY OTHERS
1 1/4"
MIN. EMBEDMENT
1/4" ELCO ULTRACON TAPCON
SECT5796
CLIP
OPTIONAL
REBAR
SECT5764
MULLION
MT000022
CLIP
10 WOOD SCREW
I
1 3/8" MIN.
EMBEDMENT
I 1/2" MIN.
EDGE
DISTANCE
VERTICAL CROSS SECTION
MASONRYAANGRETE AND WOOD FRAMNG
INSTALLATION
NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE
OR WOOD FRAMING SUBSTRATE.
WOOD FRAMING/
2X BUCK
BY OTHERS
REVISIONS '
pESCRPTOM DAL[ AwNW[D
REVISED INSTALLATION DETAILS 06/10/15 R.L.
REVISED ANCHORING NOTES & INSTL DEI. 06/07/17 1 R.L.
MT000022
CLIP
10 SMS OR
SELF DRILLING
SCREW
METAL
1/2• MIN STRUCTURE
EDGE L BY OTHERS
DISTANCE
VERTICAL CROSS SECTION
METAL INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
5764 — VERTICAL MULLION
33" MULLION SPAN
INSTALLATION DETAILS
DRallc DRc No.
V.L. 08-01439
sriuc NTS DAE 01/11/12 5"w3 OF 4
L. R06ERTO LOMJS P.E.
T432 WOODFORD RD LEWISVXLE. NC 27023
424.608.OWD d m r**bmstm ce-
SIGNED: 1011312017
S a l liI//,
7'
i
OENSqLp lT
Rrv%
FS,[OR10,•G` Luis
R. Lomas P.E. FL
No.: 62514
G
2.140' --I
1.125'
SECT5764 MULLION
ALUMINUM 6005•TS .125' THICK
1 1-- 0.688-
F- 1"
RF-165-2 REBAR
16 GA (.062) GALVANIZED STEEL
NOTES: 1. CLIPS MAY BE USED IN
MASONRY/CONCRETE OR WOOD FRAMING
SUBSTRATE.
2. FOR WOOD k METAL INSTALLATION
USE ALL FOUR ANCHOR LOCATIONS.
3. FOR CONCRETE INSTALLATION USE 2
ANCHOR LOCATIONS ONLY WITH 3 1/4'
SEPARATION BETWEEN ANCHORS.
3.261"
0.625'
L
0.8433*
1
MT000022 CLIP
16GA (.063-) GALVANIZED STEEL
SEE NOTE 2 d 3, THIS SHEET.
4.000'
3.750"
2.189"
1.0 00.375' 1_
0.
843' 2x
00.210' 1.
562- 1.
EndL. SECT5796
CLIP FOR
WOOD FRAMING OJSTALLATKW ALUMINUM
6063•TS .125' THICK pLVISRINS
DESCR
VMN DATE APPROVED REVISED
INSTALLATION DETAILS O6/10/15 R.L. REVISED
ANCHORING NOTES & INSTL DET. 06/07/17 R.L. 3.
750' 1.
000' 0.375' 0.
422" 2.
032' 0.
843- 2.
875' SECT5796
CLIP ` 2x
00.210- FOR
CONCRETE INSTALLATION ALUMINUM
6063•TS .125' THICK MI
WINDOWS AND DOORS, LLC 650
WEST MARKET STREET GRATZ.
PA 17030-0370 5764 —
VERTICAL MULLION 83"
MULLION SPAN COMPONENTS
DRAMM.
Dv1C ND. V.
L. 08-01439 scuc
NTS — 01/11/12 1-4 OF 4 L
ROOERT0 LOMAS P.E. 1432
V VODFORD RD LEWISVILLE. NC 27023 4344w-
oim fvAM&rd*bmsR».Dam SIGNED:
1011312017 01111111111,/
A
0p
ATE OF G`
SipNA
E \\N Luis
R. Lomas P.E. FL
No.: 62514
Florida Building Code Online Page 1 of 3
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rya ej Product ApprovaldbJoI
USER: Public user
TFa•
Product Aooroval Menu > Product or Application Search > Application List > Application Oetall
FL A FL13223-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer James Hardie Building Products, Inc.
Address/Phone/Email 26300 La Alameda
Ste. 2S0
Mission Viejo, CA 92691
909) 349-2927
pingsheng. zhu @jameshardie. com
Authorized Signature Pingsheng Zhu
pingsheng.2hu@jameshardie.com
Technical Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909) 349-2927
pingsheng.zhu@jameshardie.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909)349-2927
pingsheng.zhu@jameshardie.com
Category Panel Walls
Subcategory Siding
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 Ronald I. Ogawa
the Evaluation Report
Florida License PE-24121
Quality Assurance Entity lntertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, P.E.
2 Validation Checklist - Hardcopy Received
Certificate of Independence FL13223 R4 COI RIO - Certificate of indeoenden[e.Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM C1186 2007
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13223 R4 Eouiv RIO-2692E-17 ASTM C1186 eouivalencv.odf
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/09/2017
08/25/2017
08/28/2017
10/10/2017
FL ft Model, Number or Name Description
13223.1 Cempanel Siding fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVH2:: Yes FL13223 R4 11 cemoanel- installation, odf
Approved for use outside HVH2: Yes FL13223 R4 11 NOA 17-0406.06.odf
Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf
Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf
Verified By: Ronald 1. Ogawa 24121Other, For use inside a HVH2 install in accordance with
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.odf
FL13223 R4 AE RIO 2689-17 Panel to Furrino.Ddf
FL13223 R4 AE RIO-2686.17 Panel Wood Metal Frame.odf
Created by Independent Third Party: Yes
13223.2 HardiePanel Siding fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL13223 R4 Il HardiePanel-installation.Ddf
Approved for use outside HVH2: Yes FL13223 R4 II NOA 17-0406.06.Ddf
Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf
Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf
Verified By: Ronald I. Ogawa 24121Other, For use inside a HVH2 install in accordance with
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.odf
FL13223 R4 AE RIO 2689-17 Panel to FurrinD.odf
FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf
Created by Independent Third Party: Yes
13223.3 Prevail Panel Siding fiber -cement panel siding
Limits of Use Installation Instructions
Approved for use in HVH2: Yes FL13223 R4 II NOA 17-0406.06.odf
Approved for use outside HVH2: Yes FL13223 R4 II Prevail -Panel -Installation.odf
Impact Resistant: N/A FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf
Design Pressure: N/A FL13223 R4 If RIO-2686-17 Panel Wood Metal Frame.odf
Verified By: Ronald I. Ogawa 24121Other: For use inside a HVH2 install in accordance with
NOA 17-0406.06 Created by Independent Third Party: No
Evaluation Reports
FL13223 R4 AE NOA 17-0406.06.odf
FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf
FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.Ddf
Created by Independent Third Party: Yes
back nevt
Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487-1924
The State of Florida Is an AA/EEO employer. Coovrfeht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. tf you do not want your *•mall 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 mall. It you have any questions, please contact 850.487.1395. -Pursuant to
Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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. It 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 45S, F.S., please click here .
Product Approval Accepts:
r0a R-
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Florida Building Code Online Page 3 of 3
c Tit
I "
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Florida Product Approval
HardiePanel® Siding
For use inside HVHZ:
o HardiePanel Siding fastener types, fastening schedule, and installation
shall be in accordance with the Miami -Dade County Florida NOA 17-
0406.06. Consult the HardiePanel product installation instructions on the
follow pages for all other installation requirements.
For use outside of HVHZ,
o HardiePanel Siding fastener types, fastening schedule, and installation
shall be in accordance with Engineering Evaluation Reports RIO-2686-17
or RIO-2689-17. Consult the HardiePanel product installation instructions
on the follow pages for all other installation requirements.
Hardie Panel'Iff'VerticalSiding JamesHardie
EFFECTIVE
SEPTEMBER 2013 RM INSTALLATION
REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUSe PRODUCTS Visit mwiJameshardie.com for the most recent version. SMOOTH -
CEDARMILL® - SELECT SIERRA 8 - STUCCO IMPORTANT:
FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN
APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND
VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION
OF HZ10TM PRODUCTS OUTSIDE AN HZ100 LOCATION WILLVOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONE APPLIES TO
YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE &
HANDLING: Store
flat and keep dry and covered
prior to installation. Installing siding
wet or saturated may result in shrinkage
at butt joints. Carry planks on
edge. Protect edges and comers from
breakage. James Hardie is not responsible
for damage caused by
improper storage and handling of the
product. NG
INSTRUCTIONS OUTDOORS
INDOORS 1.
pomon cuffing station so that wirw vell blow dust away from user i . Cut only using score and snap, or shears (manual, electric or pneumatic). and others
in working area 2. Position arming station in well -ventilated area 2. Use
one of the following methods: a Hest
L Score and snap t. Shears (
manual, electric or pneumatic) - NEVER use a power saw indoors b. Blow.
L Dust reducing circular saw equipped with a - NEVER use a ciraAar saw blade that does not carry the HardeBlade saw blade trademark HardleBlade• saw
blade and HEPA vacuum extraction NEVER dry sweep —else wet suppression or HEPA Vacuum e Good:
L Dust reducing circular saw with a Harde-Blade saw blade any use
for low to moderate arming) Important Note:
Far mandnum protection *jest respirable dust production), James Hardie reaxnmunds always using'Best'49A wMM methods where feasible. NIOSH-approved
respir mrs can be used in a>njanchon %-AM above tutting practices to further reduce dust equosures Additional ensure information is available at vxAejamesrharderxnh
to help you determine the most, appropriate cutting method for your job repuirenrnts I c ncem Still errassts about eposure levels or you do not
eortpy with the above practices, you should always mnsut a quardied industrial hygienist or contact James Hartle for frier nforntion. moarhae GENERAL REQUIREMENTS:
These instructions
to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHwdie:Commercial.com HardiePanelm vertical
siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and
sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreeNhuring) as a bast practice. Information on
installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com A water -
resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and
junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does
manufacture HardieWrapO Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing
James Hardie products all clearance details in figs. 5,6,7.8,9.10&11 must be followed. Adjacent finished
grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not
install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical
siding may be installed on vertical wall applications only. DO NOT
use HardiePanel vertical siding in Fascia or Trim applications. Some application
are not suitable for ColorPlus. Refer to colorPlus section page 3. DO NOT
use stain, oil/alkyd base paint, or powder coating on James Hardie* Products. For larger
projects, including commercial and mufti -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration
the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion
Characteristics' at www.JamesHardie.com. INSTALLATION: Joint
Treatment Fastener Requirements •
Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Position fasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" awayfromcorners. Do not nail into comers. caulked (Not applicable to ColorPluse Finish) (fig. 2). HardiePanel Vertical
Siding Installation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must
be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3 HardiePanel verticalsidingmustbejoinedonstud. water -resistive banter water -resistive barrier Double stud
may be required to maintain minimum edge 4 stud vrdetive water Not nailing distances.
2"4
stud supper panel .—
upper panel barrier barrier
Figure 1
stu Do mat t /4^ gaP Dona 1/4^gap water -resistive _ — '
Caulk Caulk barrier sheathing
HardiePanel
Batten Joint "H" Joint `2-flashing f `1-fWsrningt O o
venial skiing water -resistive barrier `decorailve hano board
keep nails
2 x 4 stud _Iower lower 3/8'
min. panelr panel from paneledgesplate °
Figure
4
3' leave
apprbprlate
gap between Recommendation: VAherh o ponds,
then sulk' instating Siena 8, provide Caulk Joint
a double stud at panel moderate contact
Not, applicable
to CdaPus• Flnish) joints to avoid nailing keep fasteners
2' 'Apply caulk in accordance with Caulk through grooves. away from
comers manufacturer's written application Instructions h For
additional information on HardieWrapT"" Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID
BREATHING SILICA DUST James Handle•
products comain respirable crystalline dica. whicn Is known to the Sate of California to cause cancer and is considered By IARC and MOSH to be a cause of canter from some occupational sources. Braaddng excessive amounts
of respirable an dust can also cause a disabling and Dotenuaty Taal Tung disease called silleasts. and has been linked wlm oft diseases. Some swdies suggest smaldng may Increase these risks. During installation or
hardluhg: (11 work in outdoor areas with ample venillatim; (2) use fiber ement Shears to CUNhp a r, wherenot feasible, USE a HardieBade'saw bade and dust -(educing drelar save attached to a fti PA vacuum: 3) Warn
others In the immediate area; (4) wear a prooeriy-fitted. MOSH-apaovea dust mask or respirator (e.g. N-95) in accarCance Wet applicable govenmem regulations and manufacturer irmructions to further Urns respirable slka
aposures. During clean-up, use P&A vacuums or wet demo methods - never dry small. For furmer irdormation, refer to bun irtstalWtian PUTrutliOflS am Matestal Safety Data She& availail ble at www.jameshartie.
com or b/ cabling 1.900.911AROIE (1.MS42.7343). FAIUIRE TD ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SMOJS PERSONAL pUiRY OR DEATH. metmra M123b -
F'
1!3 1/l;i
A >o.
CLEARANCES
Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4"
compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between
requirements for clearance between James Hardie* and decking material. shall be installed per the roofing
manufacturer's instructions. Provide a
the bottom of James
Hardie products and
the bottom edge of the siding and products and paths, Figure 7 minimum 1 % 2" clearance between horizontal flashing.
the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap.
Figure 5 sad
Figure 6 siding 11, t.r.
barder
siding and trim.
Figure 8
Refer to fig. 3 on
page 1.
sidingI ml %V-2'min. rt ltta
concreteloundation
Maintain a minimum 1" gap
between gutter end caps and
siding & trim.
Figure 9
siding
gutter acid end cep
2 rtlin? 1 deck
Do not bridge floors with HardiePanel° siding. Horizontal
joints should always be created between floors (fig.10).
water
Resistive
eanier Framing
Figure 10
Horizontal
Trim —
sheathing
fasda --I.LiJIi-*- HardiePande
BLOCKED PENETRATIONS
Penetrations such as hose bibs and holes 1 16" or larger such as dryer vents
should have a block of trim around point of penetration.
r Fleming
GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are
acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,
hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of
fasteners. Stainless steel fasteners are recommended when installing James Hardie products near
the ocean, large bodies of water, or in very humid climates.
Consult applicable product evaluation or listing for correct fastener type and placement to achieve
specific design wind loads.
NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have
specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable
compliance documentation.
Drive fasteners perpendicular to siding and framing.
Fastener heads should fit snug against siding (no air space). (fig. A)
Do not over -drive nail heads or drive nails at an angle.
If nail is countersunk, fill nail hole and add a nail. (fig. B)
For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel
framing, remove and replace nail).
NOTE: Whenever a structural member is present, HardiePlank should be fastened with even
spacing to the structural member. The tables allowing direct to OSB orplywood should only be
used when traditional framing is not available.
Do not use aluminum fasteners, staples, or clipped head nails.
Snug Flush 5771
Countersunk,
fill &add nail
Figure A Figure B
do not under
drive nails oo NOTSTAPLE
KICKOUT FLASHING
Because of the volume of water that can pour down a sloped
roof, one of the most critical flashing details occurs where a
roof intersects a sidewall. The roof must be flashed with step
Wing. Where the roof terminates, install a kickout to deflect
water away from the siding. it is best to install a self -adhering
membrane on the wall before the subfascia and trim boards
are nailed in place, and then come back to install the kickout.
Figure 11, Kickout Flashing To prevent water from
dumping behind the siding and the end of the roof
intersection, install a "kickout" as required by IRC code
R905.2.8.3 : "...flashing shall be a min. of 4" high and 4"
wide.' James Hardie recommends the kickout be angled
between 1000 - 110e to maximize water deflection
Figure 11
PNEUMATIC FASTENING
James Hardie products can be hand nailed or fastened with a
pneumatic tool. Pneumatic fastening is highly recommended.
Set air pressure so that the fastener is driven snug with the
surface of the siding. A flush mount attachment on the
pneumatic tool is recommended. This will help control the
depth the nail is driven. If setting the nail depth proves difficult,
choose a setting that under drives the nail. (Drive under driven
nails snug with a smooth faced hammer - Does not apply for
installation to steel framing).
HS1236 - P2/3 8/13
CAULKING
For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a latex Joint Sealant complying with ASTM C834.
Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking
manufacturers do not allow tooling.
00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section
CUT EDGE TREATMENT PAINTING
Caulk, paint or prime all field cut edges. I DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie6 Products. James Hardie products
James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are
to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications.
Back -rolling is recommended if the siding is sprayed.
COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE
Care should be taken when handling and cutting James Hardie® ColorPIus6 products. During installation use a wet soft cloth or soft brush to
gently wipe off any residue or construction dust left on the product, then rinse with a garden hose.
Touch up nicks, scrapes and nail heads using the ColorPlus6 Technology touch-up applicator. Touch-up should be used sparingly.
If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology.
Laminate sheet must be removed immediately after installation of each course.
Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlusO product dealer.
Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer.
Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products.
Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie
touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty.
The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for
every application:
Exposed fasteners or battens is the recommended application for ColorPlus panel products
Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended
For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel
only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover
joints when appropriate.
PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY
When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application:
Ensure the surface is clean, dry, and free of any dust, dirt, or mildew
Repriming is normally not necessary
100% acrylic topcoats are recommended
00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products
Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application
temperature
RECOGNITION: In accordance with IMES Evatuatim Repon ESR-1844, HardlePaneS vertical sung is rewgntled as a suitade attemate to that spedtied in: the 2006.20D9, 8 2012 International Residential Code for One -and
Two-Famlly Dwellings and the 2006, 2009, 8 20121mernational Building Code. HardiePanel vertical siding is also recognl2ed for application In the fdb *V: 01y of Los Angdes Research Report No. 24862, State o1 Rodda
IisIng F1.499, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New Yon: MEA 223-93-M, and Calitomla DSA PA-019.
These documents should also he wnsutted for addtbnd information concerning the sunatrlhy at this product for specific applications. .
2013 James Hardie Building Products. All rights reserved. osAdditionalInstallationInformationTM, SM. and ® denote trademarks or registered trademarks of ,
James HardieTechnology Limited 0 is a registered Warranties, and warnings are available at MR ttllameSHard e
trademark of James Hardie Technology Limited. www.jameshardie.com
HS1236 - P3/3 6/13
MIAMI-DADE COUNTYwa
CJM[bfrtD ACCREDuwsotuToar
July 30; 2017
Pingsheng Zhu, P;E.
Product Compliance Engineer
James Hardie Building Products
10901 Elm Ave..
Fontana, CA 9233.7
Re: NOA-17-0406.0&
Relative to FBC 2017
Project RIO-2679AA i7
Dear Pingsheig:
After review of the 2017 FBC, it is my opinion that the c6rrerit"NOA-17-0406.06 is in compliance with the*2017 Florida
Building Code.
Referenced Standards in the 2017 FBC:
1. Wood: AWC NDS-2015 &.SDPWS-2015
2. Structural Loads: ASCEISEI-7-10
3. Concrete: ACE-318-14
4. Masonry. TMS402-2016/ACI530-131ASCE-5-13.
S. Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (W'edlti n))
6. Cold -formed Steel: AISI 160-12
7. Aluminum: ADM-1-2015
In addition, I am making the following Statement of Independence.as requested:
1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial interest in any company manufacturing of
distributing products for which evaluations are issued..
2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect
3. Ronald Ogawa Inc does not have, nor will it acquire a financial Interest In any company manufacturing or distributing products for
which reports am being issued..
4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved'in the approval process of the product..
Should you have'any questions on anything, pleasd.coritact me.
Sincerely,
Ronald I. Ogawa, P.E. ( f
RI Ogawa & Associates, Inc..
IAS Laboratory Approval, TL 360
IAS Quality Control Agency, AA-709
CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity
State of Florida Approved Validator and Third Party Quality Control Agency
714) 292-2602
ronOriogawa.com
CC: Roger Ogawa - RI Ogawa & Associates, Inca
Karen Ogawa - RI Ogawa & Associates, Inc:
tit' `pGAWt11A
is
STAB
FLO Ro. jo
FsSjpNp,
too,
tt
Lab Address: 1985 Sampson Avenue, Corona, CA 92879 . Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail: rooertSriooawa_com
Mailing Address: 16835 Algonquin St. S"3. Huntington Bead, CA 92649 • Phone.(702) 491-3710 • Fax (714) 908.1815 . E-mail: debbvti nowmia.com
Engineering • Quality Control a Product Development • inspections • Code Consulting . Expert witness a Testing
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit
APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail
Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details
Wood/Metal Stud Construction", sheets l through 12 of 12, dated 04/24/2013, prepared by the
manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the
following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control
Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit
panels.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA renews NOA # 15-0122.04 and.consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
17, 72017 Page 1
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 13-0311.07"
1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel;
HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel;
Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated
04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa,
P.E.
B. TESTS "Submitted under NOA # 13-0311.07"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit
and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No.
100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and
sealed by Rick Curkeet, P.E.
Submitted under NOA # 02-0729.02"
Laboratory Report Test Date Signature
2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E.
3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E.
4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # I5-0122.04"
1. Statement letter of code conformance to the 5ei edition (2014) FBC issued by Ronald
I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I:
Ogawa, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0406.06
Expiration Date: May 1, 2022
Approval Date: May 4, 2017
E-1
WALLLENGTH- SEE Stud
Spacing at 16" O.C. DETAIL A a -
A— I I I pit
W -
LL 11.e7 4EIGHT
017 PRODUCT
RENEWED as
complying with the Florida Building
Code NOA-
No. 17-0406.06 Expiration
te05/0112022 By
31.
L.6 Mlaml--
Da a Product Control wo
B
5/
8" thick / 6 pN APA rated plywood
sheathing in acxodence
with Florida t.oBwldng Code Section 23223
1Nater-
resisfrve barrier
per Florida t
Building Code A,
F •: ,
n;l t Secion 1404.2 a
FsS0E 1 di6#-. '' r X 4' S-P4 Wood
Studs I
Nails at 16" O.C. (typ.) 3/
8' Minimum Edge Distance Sheathing
fastener, as described in Note
1 Panel
fastener, as described in Note
2 i
HardiePanel, Cempanel, Prevail
Panel Siding Water -
resistive barrier per Florida
Building Code Section 14042
SW
thick / 5 ply APA rated plywood
sheathing fastened in accordance
with Florida Building Code
Section 2322.3 2"
X 4" S-P-F Wood Studs The
wall and soffit frames are to be designed by
the Architect or Engineer of Record in compliance
with the Florida Building Code. E&
QQ1JC_r DIES ON HardiePa
et®, Cempanel®, & Prevail®
Panel Sldjhg materials are nonasbestos
fiber -cement products tested
in accordance with ASTM C1186
Grade II, Type A and meeting the
requirements otthe Florida Building
Code. E&
N-9--DIMIsN__SJM Wdth
Length Thickness 4'
8,9,11Y 5/16" P_
E%N PRESSt&E-M&Q Installation
Design Pressure Wood
Studs .76 psf f
1 , HardiePonel,
impact Resistant- B
Cempanel. Planks installed over 5/6" thick / 5 ply Pre+
rall Panel APA rated plywood sheathing Siding
U6_
IZp1E,pA[ C1zMEANEL PREVAIL..pANE1.,_ IQLNNCtt_NSI&U-kA!)1 DETAl45 All
instillation shell be done In conforrnance wilh this Notice of Acceptance, the manufacturer's installation
recommendations, and the applicable sections of the Florida Building Code. Wood
studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed
by an Engineer or Architect per the Florida Building Code and the requirements of this N.
OA Mote
11 5/8' thick / 5 ply APA rated plywood sheathing shall be attached to the studs In accordance
with Florida Building Code Section 2322.3. plywood
su r Thesidingpanelsshallbeinstalledover5/8' thick 16 ply APA rated plyvr sheathing PPoted by
a minimum of 2"X4" S-P-F wood studs spaced a maximum of 18" O.C. Note2] The siding panel fastener shall be a Z long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and
intermediate studs; the fasteners shall be driven through the 5B" thick / 5 ply APA rated plywood
sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof318" and a minimum clearance of 2" from comers.
HARDIEPANEL,
CEMPANEL PREVAIL PANEL I INSTALLATIONDETAILSWOODSTUDCONSTRUCTIONJames
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA M337 FSCJA
No I pwG No - - - k REV Fax
909-427-0634 A PNL-PLX-SOFF Creator.
E. Gonzales scALE 1/2' Q i w Date: 4/24/2013 OHM 1 OF 12
Fastener Spacing per FloridaBuildingCodeSectlon2322.3
4RQD IJCi ItEViStr9 . • •
is W'fi whb ltfe Ffai4
VdIS4coft
Acaep,mwe No
MtODUCT 6tEMM
in coeViyimg wide ft florist
B"aft Code
Ateeptenm No I i•n7
By o
VrOdnC!
I
Fastener Spacing per Florida
Building Code Section 2322.3
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
EBypirati05/01/2022n Miami-
pay'6-Pr6duct Control RA.
MING NOMINAL
2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH
3-1JT 16d COMMON NAILS (2 PER TOP AND BOTTOM
CONNECTION) THE
WALLAND SOFFIT FRAMESARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE S
tE T}ING NOMINAL
5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING
FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG
CODE SECTION 2322.3 U
P_DL . THE
PANEL IS FASTENEb WITH T LONG, 0.223" HEAD DIAMETER,
0.092" SHANK DIAMETER, CORROSION RESISTANT
SIDING NAILS, PLACE NAILS 8" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS Cladding
Framing
I•
I \ I I / I f , Sheathing I"
Irr rriii
I.
I 90 Ato 10 I
Fs' ... II, IONA4r,rr FOR
METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVJIY LOAD ARE NOT
PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL,
CEMPANEL, PREVAIL PANEL INSTALLATION
DETAILS WOOD STUD CONSTRUCTION James
Hardie Building Products, Inc. 10901
Elm Avenue Fontana,
CA 92337• phone:
909356-6300 99E FWA NO DM No Fax
909-427-OSM A PNL-PLKSOFF Creator:
E. Gonzales saLE 1" a 1'-0" • Date: 4124/2013 swEr 2 OF 12 1
WALL
HEIGHT
i
WALL LENGTH
Stud Spacing at 16" O.C.
B --
Tj r__.
013
Ii coeappyiu+e with tlilntide , ,
No.
STATEim,r: ''°'' j
B.--i
3/8" Minimum Edge Distance
A CA4,.9
ram • '``
RE ED
g vl r6e Florida
Alo -0192.04t
Nails at ti' O.C. (typ.)
Sheathing fastener, as
described in Note 1.
Panel fastener, as described In
Note 2
HardiePanel® Siding
Water-reslstive barrier per
Florida Building Code Section
1404.2
I "" —rf -
518" thick 15 ply APA rated
PRODUCT RENEWED plywood sheathing fastened .
as complying with the Florida to metal studs as described
Building Code
NOA-No. 17-0406.06 in Note 1.
Expiration D e05/01/2022 209a, 3-5/8" X 1-5/8" Metal C-stud
The wall and soffit frames are to be designed
By by the Archited or Engineer of Record InMlemla. a Product Control
compliance with the Florida Building Code.
P30QUCT D_rCRIP?tQY
SEE SEE HardiePanel®, Cempanel®, & PfevailO
D Panel Siding materials are nonasbestos
5/8' thick /5 ply APA rated fiber -cement products tested in
accordance with ASTM C1186 Grade II, plywood sheathing faatened
to metal studs as described Type A and meeting the requirements of
Building Code. in Note 1
the Florida
H''0_Is
1
Watetiresisttve
Florida
Width Length Thickness
barrier per 4' 8,9,10' 5/16"
Building Code
Section 1404.2 JZESIG_N.pJ3ES5_U.R R 1)J_G.
Installation Design Pressure
l
C?
toga, 35/8" X 1-&8"
Metal C-stud
Metal Studs -104 psf
rr rrrrr
t
HardiePanel, Impact Resistant -
Panel installed over 5/8" thick / 5 ply
S C_T1o1 Cempanel,
APA rated plywood sheathingPrevailPanel
Siding
LAI I LyCEMPANiiL,-PREVAIL PAN... IDII-G ilyS,AI:L OLi
All installation shall be done In oonformanoe with this Notice of Acceptance, the manufacturer's
installation recommendations, and the applicable sections of the Florida Building Code.
Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be
designed by an Engineer or Architect per the Florida Building Code and the requirements of this
N.O.A.
Note 11 5/8 „tNdc / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc
at panel edges and all Intermediate supports using a No.8-18, 0.316' head diameter x 1-1/4' long
bugle head screw
The siding panels shall be installed over 518" thick / 5 ply APA rated plywood sheathing
supported by a minimum 20ga, Nominai 3-5/8" X 1-5/8" Metal C-studs spaced a maAmum of 16"
O.C.
Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.316" head diameter X 1-518"
long' ribbed bugle head screw (or screw shall have at least 3 full threads penetrating metal
framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the
fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal
studs located at 16" O.C.
Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from
comers.
Fax 909427-0634
Creator. E. Gonzales
HARDIEPANEL, CEMPANEI, PREVAIL PANEL
INSTALLATION DETAILS METAL STUD CONSTRUCTION
James Hardie Building Product, Inc.
10901 Elm Avenue
Fontana, CA 9=7
A I I PNL-PLK-SOFF
1/L" o f'.0" I Date: 4/24/2D13 IsHEET 3 OF 12
I I' II
I
I
I I.I
I I•
I
I I
II ,l
PRODUCT RENEWED
as complying with the Florida
Building Code
NSA -No. 17-0406.06
Expiration te05l01l2022
ay
NiamlProduct Control
t
PR0DtXTRXV1SW
at ocoo islg VAlh the Flodit
0 /^ ,gI10
I l / ' 7
Ntimne edeProdndCoeNol
I'
I I
I'
I•
IT6.00in. I
II
II
II
I•
I
I
PI1wgcr REVISED '
o c WSiying with do Flu"
his trodtfd,
FRAMINGNOMINAL 20 GAUGE 3.5J0" X 1-5J8" STEEL STUDS 16" O.C:
FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP
AND BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SFiE ll)`iG .
NOMINAL 518" THICK? 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT 6" OC AT PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
N0.8-18, 0.319' HEAD DIAMETER 1-1W LONG BUGLE
HEAD SCREW
C`LADDINfi
THE PANEL IS FASTENED WITH NO.B-18, 0.315" HEAD
DIAMETER X 1-6/8' LONG CORROSION RESISTANT
RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT
LEAST 3 FULL THREADS PENETRATING THE METAL
FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES
AND INTERMEDIATE STUDS
Cladding
Framing
II
I• I
II '
Sheathing
I•I
II I
i.l I•I
I t' o6a ' I I ,
1
161 Se
t I '
0. 12,
I I I ' •o'
I'I I•
I O
STATE OF
FCORIOP• c'}
S10
S PROVISIONS FOR
NOT PARTFORMETALFTHSAPPROVAL (MUST PROVIDE ALTERNATEGPROVIS14DWOODSTUDIONMACTIONSFORTHESELOADS)
D GRAVITY LOAD
HARDIEPANE•L, CEMPANEL, PREVAIL PANEL
INSTALLATION DFPAILS METAL STUD CONSTRUCTION
James Hardie Building Products, Ina
10801 Elm Avenue
Fontana, CA 92337
nDt16:
PNL
SHE
FF
FaX 909 -027-0634 A
Creator: I- Gonzales SCALE 1" 01' p" Dale: 4/24 013 a OF 12
3/4" Minimum Edge Distance
TAIL -A
i
Pa / a>tvL
a y;rkg with -1 ids
No /5 12.e¢
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration
By
LENGT
Sheathing fastener, as
described in Note 1
Siding fastener, as
described in Note 2
1 HardiePlank,
Cemplank, Prevail
Lap Siding
Water -resistive barrier
per Florida Building
Code Section 14042
W5/8"thick / 5 ply APA rated plywood
sheathing fastened In
accordance witty Florida Building
Code Section 2322.
3 05/
01 /2022 2" X 4" S-P-F Wood Studs The
wall and soffit frames are to be designed by
the Architect or Engineer of Record In duct
Control cornolianee with the Florida Building Code. SEE
Di'_
TA1L A PgOQLIr'
T D>scl l UO1 HerdlePlank®,
CemplankO. & Prevail®
Plank Lap Siding materials 5/
8" thick / 5 ply APA 16pare nonasbestos fiber-csment products
tested in accordance with ratedplyoodASTMC1186GradeiI, Type A and sheathing
in meeting the requirements of the accordancewithFloridaBuildingCode. Florida
Building Code Section
2322.3 P9 ,VELDjJy1FN$1ON5 Water -
resistive Width Length Thickness Ns,
barrier par Florida S9_1/2' 12' 5/1T Building
Code Sodion
14042 ' Mjlgt MFS.SURF R-ATINQ2"
X 4' S-Pf Installation Design Pressure Wood
Studs Wood Studs -92 psf Lap
Siding impact Resistant Planks
Installed over 5/8" thick / 5 ply 1.
114' iall X 5/16" APA rated plywood sheathing thick
starlet strip Fiq[
tDl)=p_LA_N.K CEM1(IPIJ N PFRE1/}_1 4L1$1A).NOJNS7ALLATL lD J,IkS All
lnstallaUon shall be done in conformance with this Notice of Acceptance, the manufacturer's Installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardigPlank, Cempfank, Prevail Lap 5lding will be installed shall be designed by an Engineer
or Architect per the Florida Building Code and the in of this N.O.A. Note
1J 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with
Florida Building Code Section 2322.3. Planksshallbeappliedhorizontallycommencingfrom the bottom course of the wan with IAA wide laps
at the top of the plank such that the exposure area of each plank is S 8-1W vertically. Note21Thesidingfastenershallbea2-1/2' long, 0.2V' head diameter, 0.092" shank diameter, corroslon-resistant siding nail; The siding is fastened z 8-1/4" O.C. vertically andn fasteners
fastenersaredrivenintowoodstudsthrough5/8" thick / 6 pry APA rated plywood 18"
O.C. horizontally: orizog, are
placed
In the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical Joints
shall be placed over studs. The planksshallbeinstalledover5/8" thlc k 15 ply APA rated plywood sheathing supported by a minimum of21X4" S-P-F wood studs spaced a maximum of is" O.C. Fasteners shall
have a minimum edge distance of 3/8". HARDiEPLANK, CEMPLANK,
PREVAIL LAP SIDING INSTALLATION DETAILS
WOOD STUD CONSTRUCTION James Hardie
Building Products, fnc. 10901 Elm
Avenue Fontana, CA
92337 hone: 909-
356-6300 s" `sc'" NO ova No PNL-PLK-
50FF Fax 909-
427.0634 A Creator E
Gonzales scue 112" = r Date: 4124/201/1 s r 5 OP 12
Fastener Spacing per Florida t
Building Code Section 2322.3 16 in. O
I
Fastener Spacing per Florida
PRODUCT RENEWED Building Code Section 2322.3Tjo
IascomplyingwiththeFlorida
Building Code
NDA-No. 17-0406.06
Expirailon D e05/01/2022 •IBy .
I I• Miami- a Product Control
O6 complying with dm Fba ids
bm7Aag Cattle
58.2T
L .
FRAMING
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND
BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SH,F,A N_O,
NOMINAL SWTHICK / 5 PLY APA RATED PLYWOOD SHEATHING
FASTENED IN ACCORDANCE WITH FLORIDA BUILDING
CODE SECTION 2322.3 CLADDJJQ
PLANKS.
OVERLAP 1-1/4' THE
EXPOSURE IS s8-1/4" ThtE
PLANKS ARE FACE NAILED WITH 2-112• LONG, 0.223" HEAD
DIAMETER, 0.09T SHANK DIAMETER, CORROSION - RESISTANT
SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM
EDGE OF THE PLANK AT EACH STUD LOCATION Cladding
Framing
Sheathing
p
plyi+g whb 119e flottd SF.• a
Co' I • i . 'i. At>
wgt.ea. >wa tS o/2 No. 121 ; By `
G •
STATE OF del "-
f `-0, FlDR10P . c' V TONAL
E , FOR
METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT
PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) A
HARDIEPLANK,
CEMPLANK, PREVAIL LAP SIDING INSTALLATION
DETAILS WOOD STUD CONSTRUCTION James
Hardie Bullding Products, Inc. 10901
Elm Avenue Fontana,
CA 92337 DNP
No RE PNL-
PLK-SOFF 1 1
WALL LENGTH SEE P&ODUCT D-U-CR PT' t-QN..
Stud Spacing at 16" O.C. DETAIL A HardiePlank, gemplank®, and
I 5r8" thick / 5 ply APA Prevail® Plank Lap Siding materlatsarenonasbestosfiber -cement
t.._.-----.r.,»,...._.-•------.. _, .._._..»_.. i rated plywood products tested In accordance withsheathingfastenedASTMC1186GradeII, Type A and
to metal studs as
I I meeting the requirements of thedescribedInNote1
Florida Building Code.
i ae C06 +& water-resistive
1 i
WALL I,i I i j 10odidipgCode
n 0 { : - banter per Florida MgNls_D_l_I+IsIQNS
HEIG tc ' Building Code Width Length Thickness
Section 14042 S 9-112" 12'
UY
cae at = 1-518' PFSLGN-R-M4UJff IAUtIQ
I., i.l I• Metal CrstudX Installation Design Pressure
rdiePlank, Metal Studs -92 psf
Prevail
e
mplank,
J sS ONAL G,,/t y Lap Siding Impact Reslstant-
V 5
3/4" Minimum Edge Distance Nails at 16" O.C. (typ,) '%.
ia
i 1-1/r gall X 5/1V Planks Installed over
eat
thick / ply
APA rated plywood sheathingthickstarterstrip
DE7 1L HALRDIEPU&N CEMPLANK, PRE1/AIL lJ1P Ibj G 1NR L T QI I DE i I_L_S
1. All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation
Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code.
described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an
PRkebUCT •v1sE D Engineer or Architect per the Florida Building Code and the requirements of this N.OA
IWOMtpfying with tlrc Florida k Note 1] 5/8" thick 15 py APA rated plywood sheathing shall be attached to metal studs at 5'oa at panel
headl6t \
A0O0P°0R S. 1 Siding fastener, as edges and all intermediate supports using a No.8-18, 0.316' head diameter x 1.1/4* long bugle screw
Planks shall be applied horizontally commencing from the bottom course of the well with 1-1/4! wide laps atdescribedinNote2thetopoftheplanksuchthattheexposureareaofeachplankIs:5 &1/4" vertically.
I Note 2) The siding fastener shall be a minimum No, 8-18, 0.315" head diameter X 2-1/4• long* bugle head
titlts i :Jns<d screw over metal studs ("or screw shall have at least 3 lull threads penetrating metal framing); The siding is
nfasteneds8-1/4 O.C. vertically and 16 O.C. horizontally; fasteners are driven into metal scuds through 518" CemplPlank, Cemplank, thick 15 ply APA rated plywood sheathing, •fasteners are placed in the overlapping area approximately 3/4'
Prevail Lap Siding from the bottom edge of the overlapping plank-
Vertical joints shall be placed over studs.
The planks shall be Installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimumWater -resistive 20ga, Nominal 3-5/B" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C.
barrier per Florida Fasteners shall have a minimum edge distance of 3/8".
Building Code
Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL IAP SIDING
518" thick / 5 py APA rated
INSTAUATION DETAILS METAL STUD CONSTRUCTIONPat- PRODUCT RENEWED plywood sheathing fastened to James Hardie Building Products, Inc.
as complying with the Florida metal studs as described in 10901 Elm Avenue
Building Code Note 1aNOA-No. 17-0406.06Fontana, CA 92337
Expiration 05/0112022 209a, 3v/8" X 1-516" Metal C-stud Phone: 909.396 00 SIZE FBCM NO DM NO REV
The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF t
By by the Architect or Engineer of Record in
Miam
I
d Product Control compliance with the Florida Building Code. Creator, E. Gonzales WAR 1/2" 0 V-o" Date: 4/24/2013 SHM 7 OF 12
1 smin.
1 •II I'i
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
0.751n T ' ETxpiration D te05/01/2022
7
BY
Miami- acle Product Control
Doc
W compVV wifi Qx Fiorillo
A No i?li-o
t r
I.lisl t;•1Vd1
s0.25in.
FRI M1 J'z, NOMINAL 20 GAUGE 3-5/8" X 1-5/8- STEEL STUDS W'
O.C. FASTENED
SCREWS (2 PER TOP
TH 518" LONG RIBBED BUGLE HEAD
OP AND BOTTOM CONNECTION)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
SHEATFjLNG
NOMINAL SN' THICK / 5 PLY APA RATED PLYWOOD
SHEATHING TO METAL STUDS AT Or OC AT.PANEL
EDGES AND ALL INTERMEDIATE SUPPORTS USING A
NO.8-18, 0.315" HEAD DIAMETER X 1-1W LONG BUGLE
HEAD SCREW
CLADDj_NG_
PLANKS OVERLAP 1-1/4'
THE EXPOSURE IS 5 8- j/4"
THE PLANKS ARE FASTENED WITH NO.8-18, 0.315-
HEAD DIAMETER X 2-1/4' LONG CORROSION -
RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW
SHALL HAVE AT LEAST 3 FULL THREADS
PENETRATING THE METAL FRAMING), PLACED 3/4" UP
FROM THE BOTTOM EDGE OF THE PLANK AT EACH
n" — 1 nPATI/1A1
In.
OCffl'y
Cladding
Fraloing
I
Sheathing
REVLM D • I
g wiM die FWrid
rRoduat Aallei ' I
I
0.121 '
TATEOF .
s
OiUAI.
FOR METAL ND WOOD
LOAD
NOT PART OFTGRAVITYSTUDS,
PROVISIONSFORDIAPHRAGMACTIONANDH
S APP OVAL. (MUST PROV DE ALTERNATE PROVISIONS FOR THEE LOAD )RE iD
HARDIEPLANK,
CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS
METAL STUD CONSTRUCTION James Hardie
Building Products, -Inc. 1 r'
10901 Sim Avenue Fontana, CA
92337 None.:909-
35ti 8300 DWC No
RPV 51 Far" "°
PNL-PLK-
SOFF 1 FaX 909.
427-0634 A Creator. E.
Gonzales SCALE V = T-0` Date: g24iL013 SHEET 8 OF 12
ALLLENGTH
Stud Spacing at 16" O.C.
77—
LI(
NFL jiEIGHT i
4t ll.,s
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration e05/01/2022
By
B 14 1 1
3/8" Minimum Edge
SEE 30j)j&UEscff-1Pj10N
DETAIL A HardleSoffi10 & CemsoffiW materials are
nonasbestos fiber -cement products tested In
accordance with ASTM C1186 Grade II, Type A
1 and meeting the requirements of the Florida
Building Code.
SOFFIT pIMENSION$
2" x 4" S P-F Width Length Thldmses
wood Studs 4 8' 1/4
DI;. LQN-- ,1-S-SU_1{EJtATJ.N_
HardleSoffit, Installation Design Pressure
Cemsoffit Wood Studs -70 psf
B
l.f"',_.
OGA
Q`... Wq f
Nails at 4" O.C. (typ•pr RLSEVm
M0 Cr'SM
Distance M oaogalying wi& Ilse Flo" 6uft k& Afe Fibtids
gy
87 ProdudCMWhWud
Soffit fastener, as
described in Note 1
HardleSoffil, Cemsoffit
Minimum 2" X 4" S-P-F Wood Studs
The wall and soffit frames are to be
designed by the Architect or
Engineer of Record in oompr'iance
with the Florida Building Code,
1
No. 4 21.•
o' STATE 0 %,
0S10NA E
HARDiESOEEM CE.NSOF_FAT-,p-ANEL-[NMJ-,LA-JJS N-UTA.[LS
AU installation shall be done In conformance with this Notice of Acceptance, the manufacturer's
Installation recommendations, and the applicable sections of the Florida Building Code.
Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or
Architect per the Florida Building Code and the requirements of this N.O.A.
The soffit shall be installed over minimum 2!%4" S-P-F w000 studs spaced a maximum of 16" O.C.
Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter,
corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and
intermediate studs, the fasteners shall be driven into wood studs located at 16" O- C.
Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from comers.
SIZE
HARDIESOFFIT, CEMSOFFIT PANEL
INSTALLATION DETAILS WOOD STUD CONSTRUCTION
James Hardie Building Products, Inc.
10901 Elm Avenue
Fontana, CA 92337
PNL-PLK-SOFF
Creator. E. Gonzales ISCALF 12" Q 1'-0" I Date: 4242013 I SW -Er 9 OF 12
4.0n. 16.00in. Cladding
Framing -
PRODUCT RENEWED
as Complying with the Florida .
Building Code
NOA-No. 17-0406.06
Expiration Da 0510112022
By
4.00in.l Miaml-06 Product Control
11l1N/
io
PRobuermLSED • PROD'UCMEVISW • it
1 iAei+e lpfog wlli file F1otiQaas pl)* with die ffuriftouldigCodeBtaldweCodeNo7Date,, DaAe . / 4» `
111ttwn tti++A M+ Creed
Y
Minim Dade vtoeau Coerd STATE OF =
FRAMLr;
NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED
WITH 3-1/2. 16d COMMON NAILS (2 PER TOP -AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
CONNECTION) • NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY
THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE
WITH THE FLORIDA BUILDING CODE
C D 1NS
THE SOFFIT IS FASTENED WITH 2- LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL
DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION
RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL
EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc.
10901 Elm AvenueMENFontana, CA 92337
Phone: 909-356-6300 SIZE FSCM NO ova Np REV
Fax 9DD-427-0634 A PNL-PLK-SOFF I
Creator. E. Gonzales SCALE V= V-0' Date: 4/2412013 SHEET 1D OF 12
WALL
AEINI,.A
WALL LENG
Stud Spacing at 16" O.C.
I i
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 17-0406.06
Expiration Da 06/01/2022
By
Nails at 6" O.C. (typ.
31W Minimum Edge Distance
fastener, as
ribed in Note
HardieSoffit, .Cemsoffit
i
20ga, 3-5/6" 4 1-5/8" Metal C-stud
The wall and soffit frames are to be
designed by the Architect or Engineer
of Record in compliance with the
Florida Building Code,
SEE P-R--0_DUCT QMQK-1alpN
HardieSoffit®& CemsoMtO materials
DETAILA are nonasbestos fiber -cement products
tested in accordance with ASTM C1186
1 Grade II, 'type A and meeting the
requirements of the Florida Building
Code.
20993-5/8" X 1-5m" I0_mry qi"9—IOQUS, Metal
Gstud Width Length Thickness 4'
8' %. HardieSoffit,
DESIGNPEaSSURE
RATING AelCernsoffitInstallationDesignPressureMetal
Studs -i5h;iii L-
j11,1
1.0 GA SECTIQN
B MODUCr REViSEA PRk'
fDUCT REVISED as oorneplyige witb on Florida d
co with tie F%db • ON% Building Cook 0. AWDOW40
Not r ;
9 :• STATE OF Bt+
m pmaMM Comm' t?
vdestCcaeol r
i.
9 ZORID P CEMSO
IT PANEL • INSTgLy 71OI+QETAII S . r t
t
LiARP
S_O_F_F17 NA (. N rr
Itl
t
All
Installation shall be done in conformance with this Notice of Acceptant OlLevfi{6{lufacturet's Installation
recommendations, and the applicable sections of the Florida Building Code. Metal
studs where HardleSoffit, CemsoHit will be installed shall be designed by an Engineer or Architect
per the Florida Building Code and the requirements of this N.O k The
soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-5/8" Metat C-studs spaced a
maximum of 16" O.C. Note
1] The soffit fastener shall be a minimum No. 8-18, 0.316' head diameter X 1-1/4' long' ribbed
bugle head screw ('or screw shall have at least 3 full threads penetrating metal framing);
the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners
shall be driven Into metal studs located at 16" O.C. Fasteners
shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers.
HARDIESOFFIT,
CEMSOFFIT PANEL INSTALLATION
DETAILS METALSTUD CONSTRUCTION James
Hardie Building Products, Inc. 0
10901
Elm Avenue Fontana,
CA 92337 Phone:
909-358-6300 SIZE MU NO Dwo NO Rav Fax
909-427-0634 A PNL-PLK•SOFF T1 Creator.
E.-Gonzales scau 1/2" a 11•0- Date: 4/24=13 ISHEST 11 OF 12
Cladding
i Fmming
8.001n.
I. •.
PRom1Cl' REVISED
PRODUCT RENEWED w W"me.nawi tODDCt 1 DnYyI tt
as complying with the Florida • Be"" cam so moyini;ftdroFiaib
Building Code Aepe}jp S / -Z #I iiiii,
NOA-No. 17-0406.06 cello /J l!_C7
P"
Ak,WqExpirationOS/01/2022
By8 rL1
Miami-D d Product Control ••; t ;
wo Fop,P.
FSSIONP 1 1`
FRA.t4 NG
NOMINAL 20 GAUGE 3-5/8" X 1-6/8" STEEL STUDS 16" O.C.
FASTENED WITH 5/B' WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE
AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)
THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED
BY THE ARCHITECT OR ENGINEER OF RECORD IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE
C.A Di IG HARDIESOFFIT, CEMSOFFIT PANEL
THE SOFFIT IS FASTENED WITH NO.8-18, 0.316' HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION
DIAMETER X 1-114 ' LONG CORROSION RESISTANT RIBBED
BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE
SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue
STUDS Fontana, CA 92337
Phone:909-356-6300 sae FSCMNO DING NO RE
Fax 909-427-0634 A PNL-PLK-SOFF 1
Creator. E. Gonzales SCALE 1" =1'-0" Date: 4/202M3 sr+eEr 12 OF 12
PROJECT RIO-2689-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEG BRAND
FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS 2
TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2
TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2
JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2
DESIGN WIND LOAD PROCEDURES 3
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE
REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD I. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
RONALD 1.OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET 8443
HUNTINGTON BEACH, CA 02649
7) 714-292-2602; (F) 714-847-4595
PROJECT: RIO-2689-17
EVALUATION SUBJECT
HardlePanetS Siding
JAMES HARDIE BUILDING PRODUCTS, INC.
1J388-542-7343
Wo®jameahardie.Com
James Hardie Product Trade Names covered in this evaluation:
HerdiePanelW Siding, CeMPWWG SIBng, Prevail' Panel Siding
EVALUATION SCOPE:
ASCE 7-10
2017 Florida Building Code
20151memadcnal Building Code
2015International Residential Cade
EVALUATION PURPOSE:
This analysis Is to datenNnn the maximum design 3-second gust wind Speed to be resisted by an assembly of HerdlePanN (f:errhpanal, pravell Panel) siding fastened to wood turdngs oneither wood
or metal framing with halls or screws.
REFERENCE REPORTS:
1, Intenek Report 102024W3C00.001A Transverse load test on HardiaPanal.
TEST RESULTS:
ut.....w... I and Tettina
Report Number
Test Thidtuess
n.
1020243000O.001A Intertek 0.3126
102024363000-001A Imenek 0.3t25
102024383C00-001A Intenek 0.3126
102024363C00-001A Imertek 0.3126
102024383000-MIA Intandt 0.3125
Width
kfift.1 Frame Type
2X4 wood stud. 314- Rick by
4111 3.5' wide SPF Tuning
2X4 wood stud, 314' thick by
46 3.5' wide SPF furring
2X4 wood stud. 314' thicit by
46 3.5' wide SPF furring
2X4 wood stud. 314- tick by
48 3.5' wide SPF furring
2X4 Wood stud, 314- thick try
48 3.S wide SPF forting
Frame Fastener
Spedng Spacing
n. I on.)
16 6
16 8
16 12
18 8
24 8
more Allowable
fastener Typo Lead Design Low?
and dmanslons(PSF) (PSF)
No. 8 X 1.25' long X 0.323- HO 1M7
ribbed bugle head screws
No. 8 X 1.2T long X 0.329' HD 131.4
ribbed bugle head screws
No. 8 X 1.25' long X 0.323' HD 1081
ribbed bugle head screws
0.090' shank X 0.215' HD x 1.5- 147.8
long ring shank n all
No. 8 X 1.2S' long X 0.323' HD a7
ribbed bugle head screws
1. All iasionera ware Inatat-........a ---
2. Allowable load Is determined from ubimate load divided by a fads of safety of 3. 3. HanOePand Siding compiles with ASTM C1186. Standen! SpeeAkatien far Grade It, Type A Non-aSDasros Fiber -Cement Flat Stoats.
T.I.I. i h. Anolvala of Allowable Load for all Screw at 10' O.C.
08 Screw spadn
Fastener S cin in. 8 12 10
From a In. 18 16 18
53.8 PIA through rtraclura
43.8 phi though
35.4 pull through
49.2
27.6
pull trough Nineties
pull through ffradure
FsstenerT area 0.89 1.33
Affdwable load 49.8 35.4 38.8
1.71 I
Individual fastener load b. 38.9 47.2 49.1 The fastener load for 98 screw to 10' O.C. was nblcrlered as the average of the tau results for 8' and 12' O.C.
The allowable load for ere screw er the spacing of t? O.C. into tuning can be calculated by interpolating the results er same fastener at 8' and 12' O.C.. since both testa had Same failure mode offastenerpullthroughfromthepanels. As shown in the table, the allowable load for 98 screws Installed u 10' O.C. to wood furring Is 38.8 pat.
justification of Using the Results on Light Gauge Steel Framing
innguthe SAecj
respons iconfigurations.
all f & theerswere eettaattachmentsai:
hed to keying framing .
so
whether the wng Is
attached toad
to
wood of framing es donotaffect panels' tansvene load capacity. Ire the pntjed seg 2
RONALD 1.OGAWA ASSOCIATES, INC.
18835 ALGONQUIN STREET 4443
HUNTINGTON BEACH. CA 92649
714-292-2602; (F) 714-847-4595
PROJECT: RIO-2689.17 JAMES HARDIE BUILDING PRODUCTS. INC.
1-OMS42-7343
infoC)ameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber -cement siding transverse load opacity (wind load capacity) is delay fined via compliance testing to transverse load national test Standards. Via the transverse lead testing an allowable design
load is determined based on a factor of safety of 3 applied to the ultimate test load.
Equation 1, q. 0 00258•I ,•1t;.%. P (ref. ASCE 7-10 equation 30.3-1)
4 . velocity pressure at height z
K, . velocity pressure eitposure coeKdem evalualed at height z
K. , topographic factor
Equation 2,
K. , wind directionel0y factor
V , basic wind speed (3-second gust MPH) as determined from 2015 IBC Figures 1609.3(1), (2), or (3); ASCE 7.10 Figures 26.5•1A, S. or C
V=V. (ref. 201518C Section 1602.1 de&AWS)
V. , ultimate design vAnd speeds (34emrtd pact MPH) determined from 2015 IBC Figures IWS.3(1J (2), or (3); ASCE 7-10 Figures 26.5.1A, S. or C
Equation 3, PIC(GC.GC.) 11e1. ASCE 7.10 equation 30.6.1)
GC. , product of external pressure coefficient and gust.e0ed factor
GCr , product of internal pressure coefficient and gust<Oect factor
p . design pressure (PSF) for siding (allowable desert load far siding)
To dote -be design preSaare,.Substifure q. into Equation 3, .
Equation 4, p=0.002W%*Ka'V.•V."(GC.-GC,j
Allowable Stress Des(pn, ASCE 7.10 Section 2.4.1, load combination 7
Equation 6, 0.60 . 0.8W W. ASCE 7-10 section 2.4.1. load combination 7)
0 , dead load
W , wind load
To detemrere the Allowable Stress Design Pressure, apply Ore load lactor for ( ndi from Equation 4 to 0 (design pressure) determined horn equation 4
Equation 6, P. = MIMI
Equation 7, p.. - 0.610.00256'K'Ka•i4'Vr;fGC. GCr)I
Equation 7 is used to populefe Table J. 4, and 6
To determine the allowable ultimate basic wind Speed for HaloW Siding In Table 8, Sdhre Equation 7 for V,,,
Equation 8, V. _ (p.A.6.0.=W'K,'V.•K.•(GC.-GC. ))aa
Applicable to methods specified In Exceptions 1 through 3 of 201518C Section 1609.1.1., to determine the allowable nomloal design N" speed (Vasa) for Hartle Sid%t9 In Table 6, eppy the
conversion 1lNmula below;
Equation 9, V. - V. • (0.6)aa W. 201518C Section 1609.3.1)
V., , Nominal design vdnd speed (3-seoon gust mph) W. 201518C Section 1602.1)
RONALD I.OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET t1443
HUNTINGTON BEACH, CA 92849
1) 714-292-2602; (F) 714-847-4595
PROJECT: RIO-2689-17
r.nte 2. Coetneimne and Constants Used In Determining V and P.
JAMES HARDIE BUILDING PRODUCTS, INC.
1-e88-%2-7343
inlo®jameshardie.eom
d M.ddlno 1=1 Pressorea (PSF) to be Restated at VeAous WOW SPeeds - VAnd E:poaum C- a orY a
At— tr-Act wmwraa (PSF) to be Resisted at Various Wind Speeds - wtno eapo°"" —vim•'
Al— rCtCt oeeseurea IPSFI to be Restated at venous -- -n—. - ---•- ---- - - . -
Tables 3, 4, and 5 are based_ ASCE 7-10 and consiaterd with the 2015 IBC, 2015 IRC
4
RONALD 1.OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET 0"3
HUNTINGTON BEACH, CA 92649
r)714.292-2602:(F)714-847-4595
PROJECT: RIO-2689-17
JAMES HARDIE BUILDING PRODUCTS. INC.
1-888-542-7343
infodNameshardie.eom
Table 6. Allowable Wind Speed (mph) for HardiePanel Siding (Analytk:al Method In ASCE 7-10 Chapter 30 C&C Part 1 and parr 3) a
AaOwade, t9timate
I
Allowable, Nominel
Design NAnd, Speed. Design Wnd. Speee,
App4nble, to me0mds
specified in 1201518C, Applitaele to rltetheds
2017 F8q Section specified in Erceplmu 1
609.1.1. es determined M through 3 el (2OIS ISC.
12015 IBC, 2017 F8q 2017 FBCI Section
Figures t809.3(1), (2), er 1609.1.1.
3). Coefficients used in Table 6 calculations
Product
Minimum
Thickness
in.)
Wdih
Gn)
Fastener
Type
Fastener
Spacing
on.)
Frame Type
Stud
Spacing
In.)
Building
Height:• s
R)
8 C O B C 0
AOewatle
Design Load
caul E.8 ebgC Em. K KGC. 0Cr
MardePeral® 5/18 48
No. 8 X
1.2S' long
X0.323'
ribbed
buglebugle head
acaeiu$
6. O.C.
it"
OrlyQ*
2X4 wood or
20 ga sted
homing. 314'
twirl by 3.5'
wide
gwoodVAtndrirng +.
18
0-15 193 175 159 149 135 1 123 516 0.70 0.95 1.03 hAO 1
1
0.95
0.95
1.4
1.4
0.10
0.182012317015514913212063.6 0.70 0.90 1.08
25 193 las 152 149 129 118 53.6 0.70 0.94 1.12 1 0.85 AA 0.16
30 193 183 150 149 126 116 33A 0.70 0.08 1.16 1 OAS 1.4 M 10
35 lag ISO 148 146 124 114 53A 0.73 1.01 I -la 1 0.8s 1.. 0.1lt
40 tli5 158 1a8 143 122 119 33.6 0.76 1.04 122 1 0.95 1.4 0.1e
45 172 ISO 140 133 116 108 53A 0.83 1.15 t.33 t 0.65 14 0.18
SO 179 154 143 139 120 117 S3A 0.61 1.09 127 1 0.65 4A O.te
55 177 163 142 137 Ila 110 S3A 0.83 1.11 t29 t 0A5 14 0.18
60 175 162 141 135 117 109 WA 0.95 1.13 1.31 t 0.95 1.4 0.1e
100 1 145 126 120 112 99 93 43.6 0.99 126 143 h-4101 1 MaS 1.6 0.18
HartliePene 5116 48
No. 8 X
1.25' long
X 0.323'
HD ribbed
bugle head
screw$
8' O.C.
Into
furring
Ony
2X4 wood or
20 ga. steel
lramtrng, 314'
thick by 3.5'
wide wood
turrirlg VA
16
0.15 174 158 1" 135 122 Ill 318 0.70 0.85 1.03 hs90 1
1
0.85
0.85
1.4
IA
0.1e
OA82017415414013511210943.8 0.70 0.90 1.08
25 174 150 138 135 116 107 43.8 0.70 0.64 1.12 1 0.65 1.4 0.16
30 174 147 135 135 114 1 105 43.6 0.70 0.98 LIS 1 0.95 1.4 0.16
35 171 145 134 132 112 103 43.8 0.73 1.01 1.19 1 0.65 1A 0.18
40 167 143 132 129 Ill 102 43.8 0.76 1.04 1.22 1 OAS 1.4 O.tlt
45 164 141 131 127 109 101 43.8 0.79 1.07 US 1 0.95 1.4 10.161
S0 162 140 1 120 125 108 1 100 43.8 Mel 1.09 127 1 0.95 1.4 6.18
65 160 138 128 124 107 99 41a 0.63 1.11 129 1 0.96 IA 0.18
60 158 137 127 122 108 99 43.8 0.05 1.13 1.31 1 0.95 1.4 0.18
100 131 Ila 101 g0 4&8 0." 126 1.43 ha60 I OAS 1.0 Milt
HardiePan" S118 48
NO. 8 X
125' king
X 0.32n
HD ribbed
bugle head
screws
10' O.C.
into
fuming
crgy
2X1 wood at
20 g4 steel
trnrr
a.
3/4'
0drni b7 3.5'
wide wood
Mring+a4
18
45 164 149 136 127 115 106 30A 0.70 OAS 1.03 h$0 1
1
OAS
OAS
1.4
1.4
0.16
0.16
20 164 145 132 127 112 102 a9.a 0.70 0.90 1.08
25 194 141 130 127 110 10o M.8 a70 0.94 1.12 1 0.95 1.4 0.18
30 164 139 127 127 107 99 38.e 0.70 M98 1.16 1 0.05 IA 0.18
35 lei 136 126 124 108 97 38.8 M73 1.Ot 1.I9 1 0.95 1.4 0.18
40 1 S7 134 124 122 104 96 a8A 0.76 1.04 122 1 0.85 1.4 0.18
45 155 133 123 120 103 a5 3e.8 0.79 t.07 125 1 0.65 1.4 0.1e
50 152 131 122 Ila 102 94 S8A 0.81 1.09 1.27 1 0.85 AA 0.18
55 151 130 121 117 101 94 381 0.03 1.11 129 1 O.eS t4 0.18
60 149 129 120 115 100 93 30.0 0.65 1.13 1.31 1 0.05 1.4 0.16
100 123 95 48.0 OA9 128 1.43 he90 0.95 1.8 0.16
HOrdieloanelD 5116 48
No. 8 X
1.25' long
X0.323'
HD ribbed
bugle hand
screw$
1Y O.C.
into
baring
onry
2X4 wood or
20 go. steel
treating. 3l4'
thick by 3.5'
wine wood
furring +a
16
0.15 1S7 142 129 121 110 100 35.4 0.70 0.85 1.03 hdO t
1
0.85
OAS
1.4
1.4
0.10
0.16
20 1S7 139 126 121 1177 98 15.4 0.70 0.90 1.08
25 167 135 124 121 105 99 4 0.70 0.94 1.12 1 OAS 1.4 0.18
30 157 132 122 1 121 103 64 45.4 0.70 0.98 1.16 1 OAS IA 0.
yy 153 130 120 Ila 101 93 3S.4 0.73 1.01 1.19 1 0.65 1.4 0.16
40 150 128 11B 116 100 92 35.4 0.76 Too 122 1 0.95 1.4 0.18
45 148 127 t 17 t t 5 98 91 35.4 0.76 1.07 t 25 1 o as 1.4 0.18
50 148 t6 1 t 3 97 9D ss.. a61 1.09 27 1 045 1.4 0.18
65 144 115 ill 96 t39 3S.4 0.83 1.11 129 1 0.95 1.4 038
SO 142
26l
111 I10 95 a9 45.4 0.85 1.13 1 1 0.85 1.4 O.te
101) 11a 91 35.4 1 OA9 1 126 1 1.43 ro69 1 0.65 L8 0.18
ff ara•^•, l,'-
O)SNWA
GC
FLOESRFSION I
RONALD 1.OGAWA ASSOCIATES, INC.
16835 ALGONQUIN STREET *443
HUNTINGTON BEACH, CA 92649
1) 714-292-2602; (F) 714-847-4SSS
PROJECT: RIO-2689-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-642-7343
infogWameshardle.com
Design 1Mnd, Speed.
3-Serxlnd Pat mph)
Design VAnd. Speed.
3-secand Wet mph)
Applicable to methods
specified in 1201518C, Applinbla to enadnodt
2017 FBq Section sped6ed in Exceptions 1
1609.1.1. as detenined by through ] of [201518C,
12016 IBC, 2017 FBq 2017 FlIq Section
Figures 1602.3(1).(2). or 1602.1.1.
Cs)•
1n&wn w,ervt.vw ratwn.w 1A4nA w v rst.wnn,
coefficients used in Table 6
e:.w:w v
Product
Minimum
Thickness
in.)
VAM
h)
Fastener
Type
Fastener
Spacing
in.)
Frame Type
Stud
Spacing
CnJ
Building
Height's
IL)(PI4
B C D 8 C D
Apaeabla
Oedgn Load
EV 6 Esp C Exp D V. K. CC. c
HardiePanal® silo 48
No. 6 X
12S, long
X 0.323'
HD ribbed
bugle head
screens
6' O.C.
ino
tOnlyany
2X4 wood Or
20 ga. sled
framing, 314'
ditlk by 3.5'
wide wood
oaring VA
24
0.15 138 125 114 107 97 Be 27A 0.70 0.65 1.03 11960 0.85 1.4 0.18
20 138 122 111 107 94 88 27.6 0.70 490 1.08 1 0.85 1.4 0.18
25 138 119 107 92 27A 0.70 0.24 1.12 1 OAS 1.4 0.16
30 138 117 107 91 27d 0.70 0.93 1.16 1 4a8 1.4 O.ta
35 135 115 105 89 27b 0.73 1.01 1.19 1 us 1.4 0.1e
40 133 113 103 a8 27.6 0.76 1.04 122 1 OAS 1.4 0.10
45 131 112 101 87 27.8 0.79 t.07 t25 t g.6s 1.4 One
so 122 111 100 66 27.6 0.61 1.09 1.27 1 4.65 1.4 0.16
65 127 98 27.6 0.83 t.11 129 1 lees 4A 0.18
60 125 97 27.8 0.6s t.t] 1.31 1 leas 1.4 0.1e
100 27.6 0.99 126 1.43 060 1 as 1.6 41a
HerdiePanelA 5I18
0.090'
shank X
0.21SH0
x1.5'long
ring shank
6' O.C.
limo
luring
Only
2X4 wood or
20 ga. sled
1rerNng,3f4'
thick by 3.5'
wide wood
u"t1A
16
0.15 ies 16e 152 143 130 118 422 1.03 hAO 1 OAS 1.4 0.18
20 185 183 149 143 128 115 492 a0 1.06 1 0.85 1.4 0,1e
25 185 159 146 143 123 113 422 94 1.12 1 0.8,5 1.4 0.18
30 165 156 143 143 121 Ill 402 28 1.16 1 0.95 1.4 0.18
35 let 154 142 140 119 110 a92 01 1.19 1 O.es 1,4 0.18
a0 177 151 140 137 117 109 422 jl
0365
04 122 1 0.85 1.4 0.18
45 174 150 138 135 118 125 1 0.85 1.4 0.
18nail501721481371331150912710.65 1.4 0.18
55 170 147 136 131 t 4
107-42.2.07
11 129 1 OAS 1.4 Ono
60 168 145 135 130 113 1] 1.31 t 0.65 1.4 418
100 139 123 115 107 95 0.99 1 126 1 1.42 hs80 1 O.eS L6 0.18
1. rum•9 .sour ,• .wow -..v •w.rwer. a ..wxr - .ur ew -- seas w -9naa oy m anw.-
2. Building height w nun met Might (m hat) of a building, wept that am helgbl dud be used for rod angle s less than or equal to 10' (2.12 roof dope).
3. V. - utlimah design wad speed.
4. Vim. • nominal design wind speed
S. Linear interpolation of building heignt (s 60 6) and wind speed is Permitted.
41Mnd speed design assuffoons par Analytical sledud In ASCE 7.10 Chapter 30 C&C PM 1 and Pan ]: K eel, GCyw-1.4 (Its60), GCti I.6 (u60), GC All.
7. Wood firing and be Pneekvatlw treated per AWPA
0. Wood tuning &hall be specific grntty of 0.42 ar grester per AFPAINOS: orwood swami pand, eordoming to DOC PS-1 ar DOC PS-2 or APA PAP-1011. LIMITATIONS
OF USE: 1)
In High Velocity Hurricane Zones (HVHZ) Instell per Mieml-Dade County Florida, NOA 17-0406.06 A
IA,, 6
11
PROJECT RIO-2686-17
ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND
FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS
JAMES HARDIE BUILDING PRODUCTS, INC.
10901 ELM AVENUE
FONTANA, CA 92337
TABLE OF CONTENTS
PAGE
COVER PAGE 1
EVALUATION SUBJECT 2
EVALUATION SCOPE 2
EVALUATION PURPOSE 2
REFERENCE REPORTS 2
TEST RESULTS 3
TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3
TABLE 1 B, SHEAR VALUES 3
DESIGN WIND LOAD PROCEDURES 4
TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4
TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5
TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5
TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5
TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7
LIMITATIONS OF USE 7
AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND
THE 2015 INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD 1.OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
RONALD 1. OGAWA ASSOCIATES, INC.
16835 ALGONOUIN STREET "43
HUNTINGTON BEACH, CA 92649
714-292-2602
714447469S FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info&ameshardie.com
EVALUATION SUBJECT
HardiePanel® Siding
James Hardie Product Trade Names covered in this evaluation:
HardiePanel® Siding, Cemperrelill) Siding. Prevail^' Panel Siding
EVALUATION SCOPE:
ASCE 7-10
2017 Florida Building Code
2015 International Building Code®
EVALUATION PURPOSE:
This analysis is to determine the madmum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempand, Prevail Panel) siding fastened to wood or metal framing
with nags or screws.
REFERENCE REPORTS:
1. Intenek Report 3067913 (ASTM C1188) Material properties HardlePanel Siding
2. Ramtech Laboratories Report ICI270-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wide HardiePand Siding installed on 2X4 Hem-Firwood studs spaced at 16 inches
an tamer with a 6d common gaHanitad nag
S. Ramtech Laboratories Report IC.1271-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 Inch wide HardlePanel Siding installed an 2X4 Hem -Fir wood studs spaced at 24 Inches
on renter with a 6d common galvanized nag
4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 6/16' Thick by 48 inch wide HardiePand Skiing installed on 2X4 Group III SG-0.36 wood studs
spaced at 16 inches on center with a 4d. 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail
5. Ramtech Laboratories, Report IC-105449 (ASTM E330) Transverse Load Test, 1/4'Thick by 48 Inch wide HardiePand Siring installed on 20gauge Metal studs spaced at 16 inches on
center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw
6. Ramtech Laboratories, Report IC-1056-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardiePend Siring installed on 20gauge Metal studs spaced at 24 inches on
center with a No 8 X 1 in. long X 0.323 In head diameter ribbed bugle head screw
7. Ramtach Laboratories, Report 11149.98/1554d (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanel Siring installed on 20gauge Metal studs spaced at 16 and 24
Inches on center with a ETBF 0.100 in. knurled shank X 1.5 In. long X 025 in. head diameter pin fastener
8. Ramtech Laboratories Report IC 1273.94 (ASTM E72) Racking Shear Test. 5/16' Trick by 48 inch wide HardiePenel Siding installed on 2X4 Hem -Fa wood studs spaced at 16 Inches on
center with a 6d common galvanized nail
9. Ramtech Laboratories Report 10-1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches an
career with a 6d common gahtardted nail
10. Ramtech Laboratories, Inc. Report 10868.9711475 (ASTM E72) Radting Shear Test, 5116' Thick by 48 Inch wide HardiePanel Siding Installed on 2X4 Group III SG-0.36 wood studs
spaced at 16 Inches on center with a 4d, 0.091 Inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nag
11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Reeking Shear Test, 6116' Thick by 48 Inch wide HardiePand Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24
Inches on Berner with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw
12. Ramtech Laboratories Report 11 28499/1580 (ASTM E72) Racking Shear Test, 5116' Thick by 48 Inch wide HardiePanel Siding Installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 Indus
on corder with a ETBF 0.100 in. knurled shank X 1.5 in, long X 025 In. head diameter pin fastener 0GAINq
1 -
1- STATE
OF ; 0x-
FCORlOP
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343 infolgjameshardie.com TEST RESULTS:
Table 1
a, Results
of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES,
INC. 16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92642
714-292-2602 714-
847-4595 FAX
PROJECT: RIO.2686-17
Fastener Spacing Frame Ultimate
Allowable n
Thickness 1Widg1
Spacing
Perineter
Field Load Load' Report Number Test m.)
hi Frame T e m. S Fastener T PS 1 PS 42.7
IC-
1270-
94 Rarmech
0.3125 48 1 2X4 wood Hem -Fir 16 8 1 6 6d common 149 1 IC-1270-94
Ramtech
0.3125 48 1 2X4 wood Hem -Fir 16 4 1 4 6d common 236 76.7 IC-1271-94 Ramtech
0.3125 48 X4 2wood Hem -Fir 246 6 6d common 94 1 31.3 IC-1271-94 Ramtech 0.
3125 48 1 2X4 wood Hem -Fir 24 4 4 6d common 143 1 47.7 8 4d. 0.091 in.
shank
X 0.225 ire W 30 0 10868-9711475 Ramtech 0.3125
48 2X4 wood. SG 2 0.36 16 4 HD X 1.5 in. Wng ring shank nag Min. No 8 X 1
in. W* X 0.323 in 0.25 48 Min. No.
20 20 gauge
X 3.625in. X 16 6 6 heed diameter ribbed bugle 169.9 56.6 IC-1054-89 Ramtech 1.
in metal stud head screw Mtn. No 8 X 1
in. long X 0.323 in Ramtech 025 48 Min. No.
20 gauge X
3.626 in. X 24 6 6 teed diameter ribbed bugle 91.9 30.6 IC-1055.80 1.375
in metal stud head screw ET&F 0.100 in.
knurled shank X 11149 98/1554d Remtectn 0.
3125 48 Min. No. 20 gauge X
3.625 in. X 16 4 a 1.5 in. long X 0.25 in. head 170 56.7 1.375 in metal stud
slam«« pin fosterer ET&F 0.100 In.
knurled shank X 11149 98/1554d Ramtech 0.
3125 48 Min. No. 20 gauge X
3.625 In. X 24 4 8 1.5 irt. long X 0.26 in. head 101 33.7 1.375 in metal stud
diameter pin fastener 1. Allowable Load is me
Uaanate Loaa amoca oy a re w of --y a- o. 2. HardiePanel Siding complies with
ASTM C 1186, Standard Specification for Grade It. Type A Non-esbeslos Fiber-Cem«d Flat Sheets. Table 1 b, Shear Values
Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls's Fasterw Sp dng rw Frame
Ultimate Allowable Thickness
Width
Spacing Perimeter Field
Loads Loads Re Numb« Test Ap Frame
T M. S s Fastener T Pfll IC-1273.94 Ramtech 0.
3125 48 2X4 wood Hem -Fr 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.
3125 48 1 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC.1274.94 Ramtech 0.
3125 48 1 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IG1274-94 Ramtech 0.3125
48 2X4 wood Hem . -Fir 24 4 4• 6d common 637.5 212.5 8 4d, 0.091 in.
shards
X 0.225 in. 595.4 198.5 10866.
9711475 Rasnarh 0.3125
48 2X4 wood, SG 10.36 16 4 HD X 1.5 In. long ring shank nag Min. No 8 X 1
hL long X.().3231n 025 48 tdin No. 20
gauge X 3.625 in. X 16 3 21 6 6 head diameter ribbed bupk 990.0 123.8 IC-1057-89 Ramteeh 1
375 in metal stud head screw ET&F 0.100 in.
knurled shank X Min. No. 20 gauge X
3.625 in. X 16 4 8 1.5 In. long X 0.25 In head 1277.0 153.4 11284-90/1580 Ramtech 0.
3125 48 1.375 in metal stud diameter pin fastener ET&F 0.100 In.
knurled shank X Min. No. 20 gauge X
3.625 in. X 24 4 8 1.5 in. long X 025 in. head 1060.0 132.5 F11284 99/1580 Ramtech 0.3125 48 1.375 In metal stud diameter pin fastener 1. All board edges snag
oe stgportea oy mamvg. norm ww u- -oww W , ...o ..a ................ _._. . 2. The matkirnran height-m-
IenpN ratio for eWWn#Wm in this Table Is 2:1. 3. In the steel framed
assemblies the allowable load Is based on the average load at 118 inch net deflection. 1 c \: S8/0NA `,
RONALD I. OGAWA ASSOCIATES. INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
info®jameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse bad testing an allowable
design load is determined based on a factor of safety of 3 applied to the ultimate test load.
Since the allowable design bad is based an factor of safety of 3, allowable design bads on fiber cement siding correlate directly to required design pressures for Allowable Stress Design, and
therefore should be used with combination loading equations for Allowable Stress Design (ASO).
By using the combination barring equations for Allowable Stress Design (ASO). the tested allowable design loads for fiber -cement siding are aligned vlth the wind speed requirements In ASCE 7-
10 Figure 26.5.1A. Figure 26.518, and Figure 26.5.1C.
For this analysis, to calculate the pressures in Tables 3, 4, and S. the bad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design
load combination 7. Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure.
Equation 1, q,=0.00256'K,'Ka-K,-Vt (net. ASCE 7.10equation 30.3.1)
q, , velocity pressure at height z
K, . velocity pressure exposure coefficient evaluated at height 2
Ka , topographic factor
K, . wind directionality factor
V , basic wind speed (3-second gust MPH) as determined from 120IS IBC, 2017 FBC) Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5.1A, B.
or C
Equation $
V=V,e (ref. 2015 IBC 6 2017 FBC Section 1602.1 delinttions)
Vu , ultimate design wind speeds (}second gust MPH) determined from 120151BC, 2017 FBC) Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures
26.5-1A, 8, or C
Equation 3. P=c6*(GC,-GC,.) (ral. ASCE 7-10 equation 30.6.1)
GC, , product of wdemal pressure coefficient and gust -effect factor
GCv , product of irdemal pressure coefficient and gust -effect factor
p . design pressure (PSF) for siding (aflovattle deign load for sift)
To determine design pressure, substitute Q. into Equation 3,
Equation 4, p=0.00256-K,%-K,-V, "-(GC,-GC,)
Allowable Stress Design, ASCE 7-10 Section 2.4.1. load combination 7
Equation 5, 0.60 + 0.6W (net. ASCE 7.10 section 2.4.1, load combination 7)
D , deed load
W , wind bad
To determine His Allowable Stress Design Pressor, apply the load factor for W (wind) tram Equation 4 to p (design pressure) detemined tom equation 4
Equation 6, per, - 0.6'Ip)
Equation 7. p., a 0.6.10.00256•K,•K,-K,'V&2-(GC,-GCo)
Equation 7 is used to populate Table 3, 4, and 5.
To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V.,
Equation 8. V. _(p.A.6.0.00256'K,%*K,•(GC.-GC,))"
Applicable to methods speeilled in Exceptions 1 through 3 of (20151BC, 2017 FBC) Section 1609.1.1.. to determine the allowable nominal design wind speed (Vasil) for Hardie Siding in Table
6, apply the conversion formula below.
Equation 9. V„ - V. • (0.6)" (mt. 2015 IBC 6 2017 FBC Section 1609.3.1)
V„ , Nominal design wind speed (3-second gust mph)
Table 2, Coefficients and Constants -used in Determining V and p,
Wan Zone 5
Height (8) Exp B Exp C Exp 0 Ke I K, GC. GCW
0.15 0.7 0.85 1.03 h%60 1 0.85 1.4 0.18
20 0.7 0.9 1.08 1 0.85 1.4 0.18
25 0.7 0.94 1.12 1 0.85 1.4 0.18
30 0.7 0.98 1.16 1 0.85 1.4 0.18
35 0.73 1.01 1.19 1 0.85 1.4 0.18
40 1 0.78 1.04 1.22 1 OAS 1.4 1 0.18
45 0.785 1.065 1.245 1 0.85 1.4 1 0.18
50 0.81 1.02 1.27 1 0.85 1.4 0.18
55 0.83 1.1 t t 29 1 0.85 1.4 0.18
80 0.85 1.13 1.31 1 0.95 1.4 0.18
100 0.99 1.26 1 1.43 1 h>601 1 1 0.85 1.8 0.18
ol. 2015 IBC 6 2017 FBC SeClor f01 ,4 iiii
1164111 \ • O A W4
V
44
o STAT F . 7, \
F[0R10P'c''\
LrS;
JAMES HARDIE BUILDING PRODUCTS, INC.
1-aB&542-7343
iniodjameshardie.eom
RONALD 1. OGAWA ASSOCIATES. INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 22649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-26W17
u.w.... wed Seaeds • Wind Exposure Category lL
Table 3. Allowable Stress Design component ana t.waartry
105
B
15.9
15.
9
15.9
15.9
18.6
1-1.
110
B
17.5
17.5
17.5
17.517.5-
38.8
115 120
B B
19.1 -20.8
18.1 -20.8
18.1 -20.8
19.1 -20.8
130 140 18 18BB
24.4 28.3 32S 37.0
24.4 28.3 32.5 37.0
24.4 28.3 32.5 37.0
2a.4 28.3 32.5 -37.0
78
41.7
41.7
1.7
41.7
3.5
45.3
1B
4fi.8
48.8
46.8
46.8
48.8
50.8
1B
52.1
521
52.1
52.7
54.4
56.6
102g2B
57.8 63.7
57.8 63.7
57.8 63.7
57.8 fi3.7
fi0.2 -66.4
82.7 9.1
7Maid d seeond ust 100
Haght (0 B
0 15 14.4
20 14.4
25 14.4
3030 14.414A
40 15., 17.3 18.0 20.7 -22.8 28.5 30.7 35.3 40.1
45 16.2 17.9 18.fi 21.4 -23.3 27.4
28.248.3. fi0.3 68.
855.1
7 18.4 20.2 22.1 -24.1
24.7
37"3611...
6035028.9J9.5 55.5 fi1.8 68.5
189 207 22.6
25.6 28.2 31.0 33.8 -36.9 3.3 502 57.6 -65.5 74.0 82.9 92.4 1024 -1128
t00
Table 4. Allowable Suess Design
Wind S d 3-second ust
Component ana Gaeamg
100 105
1-i .........
110 116 120
C C C
212 -23.2 -25.2
22.5 -24.fi -26.7
723.5 -25.6 -27.9
24.5 -26.7 -29.7
252 -27.6 -30.0
26.fi
26.0
K.3
27.2
27.7
130
C
29.6
31.4
32.8
3 -2
J52
37.1
38.0
38.7
140
34.4
36.4
38.0
39.8
40.8
43.1
44.1
44.9
ISO
39.5
1.8
j3.6
45.5
6.9
49.4
W.6
51.5
160
C
4t.8
47.5
49.6
51.8
53.3
562
57.6
58.fi
170
C
50.7
53.7
58.4
602
63.5
65.0
4
180
C
56.8
fi0.2
65.5
67.5
712
72.9
74.2
190
C
fi3.3
E7.0
73.0
75.2
81.2
24.8 82.7
200
C
70.1
74.3
80.9
83.3
89.9
91.8
270
C
81.9
89.2
91.9
89.2
101.0
Height (fl) C C
17.5 -19.3
18.6 20.5
19.4 -21.4
20.2 22.3
20.8 •23.0
21.5 23.7
22.0 -24.2
22.9 25.2
0.75
20
26
30
r
40
45
roe 32.6 35.9 39A 43.1 4fi.9 55.0 63.8 73.315.
0
83.4 91.1 t05.5 -117.6 -130.3 143.6
un..w C.... m . Wind E=OOwre Cate90ry 0,
Table S, Allowable Stress Design Component and Cladding (1.ai.1
105 110
rIInm-
71S 120
t-r •- ^ "'- --
130 1D 1D
601D
170
p
180
0
180
D
200
D
210
0
WcM S eed 3-se ust 100
H' M fl) D D 0
23.4 -25.7
24.6 -27.0
26.5 -25.0
D
28.1-35.8
29.S
30.6
D
32.1
33.3
34.S
D
1.6
J7.7 .43.7
39.0 5.3
0.4 .46.9
7.8
50.1
52.0
53.8
51.4
57.0
59.1
61.3
61.4
64.4
9 269.2
68.8
72.2
74.9
77.5
76.7
1.4
83.4
88.4
499.1
92.4
95.7
93.7
98.2
101.
5105.5
0-15 212
20 22.3
25 23.1
30
35
23.9
24.5
26.4 -29.0
27.1 -29.7
31.6
32.5 35.3 1.5 -48.1 552 62.8 70.9
72.7
79.5
81.5
88.8
90.9
98.2
100.7 111.0
34025.2 27.7 -30.5 33.3 362 42.5 9.3 56.6
57.8
fi4.4
65.7 74.2 832 92 7 102.7 3115.5
45 28.3 31.1 34.0 37.0 43.4 50.3
51.3 58.9 67.1 75.7 84.
2 106.45026.2 28.9 31.7 34.8 37.7 44.3
52.2 59.9 68.1 882 6.198.1 1063 117.4117.4
55 26.6 29.3 32.2 352 38.3 45.0 78:9
0.8 -44.7 48.9 53.2 62.5 72.5 63.2 94.6 106.E 119.8 133.4 147.9 163.0
100 37.0
Tables 3.4. and 5 are based on ASCE 7-10 and Consisted with the 20151BC. 2015 IRC and the 2017 Florida Building Code
Al"I n AIA/. -
6
RONALD 1. OGAWA ASSOCIATES, INC.
16836 ALGONQUIN STREET 8443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-847-4SSS FAX
PROJECT: RIO.2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
fsadoss e
O"
GA W/Arie.Cm 1141111
Table 6, Allowable Wind Speed (mph) for HardlePanol Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) r 4 21 •
2015 IBC, 2017 FBC 2015 IBC, 2017 FBC
Allowable. Ultimate
Design Wind,
Alloomble. Nominal
Speed. Design VWnd. Speed,
14
F
3-second gust mph) 3-second gust mph) tC O R`JP %
AWCable to methods
Appdmek to meewda OFFA ....... •' 94 ee in (20
F8Q Section speamot in Exceptions 1 t77 SI O N AL
1608.1.1. as oeturrYrlm b1 ftouOh 3 d (201518C, 2017 FeC) SadlonFigures1809.3(1).(2). or
1809.1.1. 3) Coemdems used M Table 8 eslewlatlons for V.
find exnnsaae -t-- wne .n,n - -t- fLrn„ I
Product
Product
TNckness
inches)
Width
G ea)
Fastener
TYPe
Fastener
Speft Frame
Type
Stud
Spacing
inches)
BuBd'
Heightsl
feet)
B
C 0 8 C D able
fib"
Load
Design
Exp B a C Enp o K. GC. GC, HardiePanel®
Silo 48 ad
eoe
6
2X4
wood
Hem -
Fir 16
0.
15 186 168 1 153 1 144 130 118 49.7 0.7 1 0.85 1.03 hM 1 0.115 1.4 418 20
lea 164 142 144 127 116 40.7 0.7 0.9 1.08 1 0.85 1.4 0.18 2S
lea 160 147 144 124 114 49.7 0.7 0.94 t.12 1 0AS 1.4 0.18 30
186 157 144 144 121 112 49.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35
182 154 142 171 120 110 49.7 0.73 1.01 1.19 1 0.85 1.4 418 40
178 152 141 138 I la 109 40.7 0.78 1.04 1.22 1 0.86 1.4 0.18 45
175 ISO 138 136 117 108 49.7 0.795 1.065 1.245 t 0.85 IA 0.18 50
172 149 138 134 116 107 49.7 0.81 1.00 1.27 1 0.86 IA 0.18 55
170 147 1 137 1 132 114 106 42.7 0.83 1.11 1.29 1 0.85 1.4 0.18 60
160 146 1 136 1 130 113 1 105 49.7 466 1.13 1,31 1 0.85 1.4 0.18 100
139 124 1 116 108 96 90 49.7 0.99 12B 1.43 Iv80 1 0.65 1.8 0.16 HerdlePeneS
Silo 48 Common
4
2X4
wood
Hemfv
16
0.
15 233 212 192 lei 164 149 78.7 0.7 am 1.M fs90 1 0a5 1.4 0.18 20
233 206 188 181 159 146 7L.7 0.7 0.9 1.08 1 0.95 1.4 0.16 25
233 201 185 181 156 143 78.7 0.7 0.94 1.12 1 0.95 1.4 G.18 30
233 197 lei 181 163 140 78.7 0.7 M 1.16 1 0.B5 1.4 0.18 35
229 194 179 177 151 139 78.7 0.73 1.01 1.19 1 0.85 1.4 0.18 40
224 192 177 174 148 137 78.7 0.78 1.04 1.22 1 OAS 1.4 0.18 45
220 189 175 171 147 136 7&7 0.785 1A65 1245 1 0.t15 74 0.19 50
217 187 173 168 145 134 78.7 0.81 1.09 1" t 0.85 IA 0.18 55
214 185 172 166 144 133 78.7 0.83 1.11 129 1 0.a5 1.4 0.18 60
212 184 171 164 142 132 78.7 0.86 1 1.13 1.31 1 0.85 t.4 0.18 100
176 155 146 136 120 113 79.7 0.99 125 1.43 M80 1 0.85 1.8 0.18 HardiePandt
6116 48 ad
common
6
2X4
wood
Hem
Far 24
0.
15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 hM 1 0.85 1.4 0.18 20
147 130 119 114 101 92 31.3 0.7 0.9 1.09 1 0.85 1.4 0.18 25
147 127 116 114 98 90 31.3 0.7 0.94 1.12 1 0.86 1.4 0.18 30
147 124 114 114 96 Be 31.3 0.7 0.96 1.16 1 0.95 1.4 0.18 35
144 123 113 112 95 87 31.3 0.73 1.01 1.19 1 0.85 1.4 0.18 40
141 121 112 109 94 8s 31.3 0.78 704 122 1 0.85 1.4 0.16 45
139 119 110 108 92 BB 31.3 0.785 1.G85 t245 1 4&S 1.4 0.16 50
137 118 106 91 31.3 0.81 1.09 127 1 0.85 1.4 0.18 55
13S 117 105 91 31.3 0.L3 1.11 129 1 0.85 1.4 0.18 60
134 116 103 90 31.3 0.85 1.13 1.31 1 0,85 1.4 0.18 III
86 31.3 0.99 128 1.43 ha80 1 OAS 1.8 0. 88 HerdiePenel®
5/16 48 ad
co
an 4
2X4
wood
Hem -
Fir 24174
182
165 160 141 128 116 47.7 0.7 0.a5 1.M rsmo 1 0.as 1.4 0.18 182
160 146 141 124 113 47.7 0.7 0.9 1.M t 0,85 IA 0.1a M4O18215714414112111147.7 0.7 0.94 1.12 t OAS 1.4 0.18 182
154 141 141 119 109 47.7 0.7 0.98 1.16 1 0.85 1.4 0.18 178
151 139 138 117 108 47.7 0.73 I.01 1.19 1 0.85 1.4 0.1a 149
138 1 135 116 107 47.7 0.78 1.04 122 1 OAS 1.4 0.18 45
172 147 136 133 114 106 47.7 0.785 1.065 1245 1 015 1.4 0.18 50
169 146 135 131 113 105 47.7 0.61 1.09 1.77 t 0.B5. 1.4 0.18 55
167 144 434 129 112 104 47.7 0.83 1.11 129 1 0.65 1.4 0.18 60
165 143 133 128 ill 103 47.7 0.85 1.13 1.31 1 OAS 1.4 0.16 100
137 121 114 106 94 88 47.7 0.99 126 1.43 fa80 1 0.85 1.8 0.18 Hard)
ePanetID Silo 48 4d,
0.091 In.
shank X 0.
225 n. HO
X 1.5 in.
k1r1g rbq shank
nab 4
edge 8
field 2X4
wood
SGt0.
36 16
0.
15 144 131 119 112 101 92 30.0 0.7 0.85 1.03 h980 1 0.95 1.4 OAS 20
144 127 lie 112 98 90 30.0 0.7 0.9 1.08 1 GALS 1.4 0.18 2S
144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 0.65 1.4 0.18 30
144 122 112 112 94 87 30.0 0.7 0.98 1.18 t 0.a5 1.4 0.18 35
141 120 ill 109 93 86 30.0 0.73 1.01 1.19 1 0.85 1.4 0.16 40
138 118 107 92 30.0 478 t.04 122 1 0.85 1.4 0.18 45
136 117 106 91 30.0 0.78s 1.085 1245 t 0.85 IA 0.18 50
134 116 104 89 30.0 0.61 1.09 127 1 0.85 1.4 0.19 55
132 114 103 89 30.0 0.83 1.11 1.29 1 OAS 1.4 O.ta 60
I31 113 101 88 30.0 0.85 1.13 1.31 1 0.65 1.4 0.16 100
1 30.0 0.99 128 1.43 jhaW I 1 O.aS 1.8 O.ta
RONALD I. OGAWA ASSOCIATES. INC.
16835 ALGONOUIN STREET A443
HUNTINGTON BEACH, CA 22649
714-292-2602
714-847-4595 FAX
PROJECT: RIO-2686-17
JAMES HARDIE BUILDING PRODUCTS, INC.
1-888-542-7343
infaCameshardie.eom
2015 IBC, 2017 FBC 20,518C, 2017 FBC
Alloy able, Ultimate Allowable. Nominal
DesignVJkd, Speed, Design Wind. Speed.
V.as V.5•a
3-secord gust mph) (3-sec0ad gust mph)
pl to m thOda atsmethods
spedsed 1201S IM spar••• A Exceptions1
2017 FBC) Saoion avouch 3 at (2015lac.
1a06.1.1. as detemimd by 20t7 FBq Seaian
Fipras 160&s(Q, M. or 1609.1.1. Gaemeimte used In Table 6 ntadetloro for V,al31
Wind etp=ffe eatall Wind WOO sure eat
Abw"
Sldrq K
Stud'
Product Wdth Fastener Fastener Frame Spadng
Type
Hell
1 B C D B C D
notion
Load
Eva B = C F= D J K. GG
Product pnches) TYPE SPad g (mdtea) feet) IPSFI
0.1 0.65 1.03 ham0 1 0.85 •1.a 0.te
015 198 ,80 163 153 139 126
135 123
56.6
58.6 0.7 49 1.01! 1 0.85 -1.4 0.19
20 1Be 17S 159
157
153
153 132 121 58.6 0.7 0.
28
1.12 t o.85 -t.a O.ta
Min. No 8 X MGrL No. 25 198 171
153 130 119 58.e 0.7 0.99 1.18 t o.85 •1.4 O.tB
t in. long X 20 ga. 30 198 Ifi7 154
t52 ISO 128 118 59.9 0.73 1.01 1.19 t 0.85 •1.4 o.te
0.323in (33m1nX
head
35 194 Ifi5
40 190 162 160 147 126 116 56.6 0.76 1.04 1'22 1 0.85 -1.a O.te
1 O.tlS -1.4 O.tBg3.625 in. 16
HardiePane V4 48 diameter X 1.375 45 187 1fi1 149 145 124 115 56.8 0.785 1.065 t.245
0.e1 1.09 1.27 1 O.lis -t.a 0.19
ribbed In metal 50 184 169 147 143 123 114
122 113
5fi.6
59.8 0.83 1.11 1.29 1 0.85 •t.4 418
bugle head stud 55 182 167 146 141
139 121 112
spew' 60 190 156 145
115 102 96 50.6 ae9 126 t.43 M80 1 0.85 1.6 eta
100 149 132 124
113 102 93 30.8 0.7 0.85 1.03 ht o 1 0.85 •1.4 eta
015 145 132 120
20 145 128 117 113 99 91 30.6 0.7 0.9 t.oe t 0.0.5 •t a 0.1Q18
1O.115 •1.4 Min.
No 8 X Min. No. 25 145 128 115 113 97 ail 88
30.
6 30.
6 0.
7 0.04 1.12 0.
7 0.98 1.18 t 0.85 -t.4 0.1a 1
in. long X 20 ga• 30 145 123 113 113 95 110
94 86 30.8 0.73 1.01 1.t9 1 0.85 •1.4 0.18 0.
3231n 33 m8) X 35 143 121 112 08
30,8 0.78 1.Oa 1.22 1 0.85 •La 0.16 tread
3.625in 24 HardlePanel
114 48 diameter 6
40 140 119 110 45
108 91 30.9 a785 t0a5 t245 1 a85 n.a 0.19 1
o.es •t.a a16 X1.375 in
135 117 1-- 90 3o.a 308
o.
6t 1.09 1.27 0.
83 1.11 129 1 0.85 •1A 0.1e bugle
head et 5 5134 116 104 90 89
348 485 1.1s 1.31 1 O.t15 •1.4 ate spew'
60 134 115 102 so.
a 0.99 1.26 t.a3 tveo 1 o.es •t.e 0.18 too
D
15 198 180 183 153 139 127 50.7 0.7 acts t.o3 r t.
08 1
O.es •L4 0.1a t
OAS -t.4 O.ta ETBF
20 198 175 160 153 135 124 s&7 56.
7 0.
7 0.9 a7
0.9a t.t2 1 0.85 •t.a d.1a 0.
100 in. Min. No. 25 198 171 157 153 132 . 121 153
130 119 5a.7 a7 a01 1.19 t 0.85 -t.4 0.1 knurled
20 ga shank
X 30
128 167 154 35
194 165 152 150 128 118 5a7 a73 1.01 1.19 1 0.85 •1.4 0.1E 1
a85 -t.4 0.11 33mil) X 1.
5In. long 4 edge 3.fi25 k18 25 In. 40190163 150 147 126 tla 5&7 56.7 a76
1.a
1.22 0.785 1.
0a5 1.245 1 Les •1.4 O.t HardlePaneW 6116 48
X 0.25 tn. 8 field X 45 187 161 149 145 t24 11S 123 114 58.
7 0.81 1.09 1.27 head In metal
50 184 159 147 143 141 122 113
5a7 aa3 1.11 1.29 1 0. 1.4 0.11 diameter stud 55
182 157 148 139 121 112
58.7 0.8.5 1.t3 1.31 1 0.85 t.4 0.11 Pin 50 182
156 132 1 145
124 I15
102
tiff Se.7 0.99 128 1A3 hae0 1 0.8.5 1.fi 0.11 lastene? 100 149
015 153 139
126 1,8 107 as U7 0.7 485 t,o3 hs80 1 1 O.es
O.
lis 1.
4 t
4 0.
11 0.
1 ET&
F 20
153 135 123 I la 104 95 94 337 33.
7
0.
7 0.
7 49
0.94
106
t.t2
t
lies 1.4 0.7 0.100 in.
No. 25 153 132 121 118 102 la 100 92
33.7 0.7 0.98 1.ta t 485 1.4 0.1 knurledMin. 20 ga.
shankX 30
153 35
150 129
727 119
117
I
116
99
87
33.7 0.76 1.01 1.19 1 0.a5
1A 0.1 0.
1 33
All) X1.5 In.
long 4 edge 3.625 kL 25 In. 2440147 125 116 114 91 90 33.7 33.7 0.
78 0.
785 1.
Oa 1.
ofi5 1220.
1 1245 HardiePaneW 511648
X 025 in 8 field X 45 144 124 115 112 96 95 ail 88
0.
81
t.09 127 1 0.115 1,4 0.1 head In metal
50 142 122 119 110 109 94 87
33.7 0.83 711 129 1 0.85 1.4 0. diameter stud 55
140 121 113 107 93. 87
33.7 0.85 113 1At t a t•4 0• Pd 60 139
120 t12 33.7 0.
99 125 1 0.a5 1.0 M laspinerz too 115
gg i ling a<laa:
t three hat threads. OGAIN q Spews shagpenetratethhademetal2. Knurled shank
Pins sPer-me the metal traming at least 114 Ineh. De used for root angle 01es9 than or equal to 10' (2-12 root sWpe%,1......... 3. Building height' meanro0fheight (in feet) of a building• except that alive height shad E 4. V. a Ultimate
design wind speed 5. V d a
nominal design wind speed of building height is60R) and %NW speed is permitted. 3: Ke' Kfi 0 85, GC 1 4 (InM), GCaa1.t(h>fi0) 6. Linear Interpolation 7. Wmd speed resignassumptionsParAnaylical Method In ASCE 7All Chapter 3() C8C Pan 1 and Part . 3() o' LIMITATIONS OFUSE: tested.
be evaluated velum' install"
a( wood swas r than 17 n install per Mieml Dade
County Florida,es 1) Fastener pullout
muss
2) In High Velodty
Hunitdne Zones (FIVHZ)Y NOA 0406.06 T -
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ProAu[t Anoroval Menu > PreAUQ or Aoolketion Search > Aoolication List > Application Detail
FL # FL12194-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
0
Aluminum Coils, Inc.
S001 West Knox Street
Tampa, FL 33634
813) 249-9743
grahman@aluminumcoilsinc.com
Gareth Rahman
grahman@aluminumcollsinc.com
Paul Frost
S001 West Knox Street
Tampa, FL 33634
813) 249-9742
PFrost@aluminumcolisinc.com
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
G Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden
10 Validation Checklist - Hardcopy Received
Certificate of Independence FL12194 R6 COI ALCIS001.3 2017 FBC Evaluation Reoort 04 T4
Soffits final.odf
Referenced Standard and Year (of Standard) Standard
AAMA 1402
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2009
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1/2018
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
09/06/2017
09/06/2017
09/13/2017
12/12/2017
12/15/2017
FL Ji Model, Number or Name Description
12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report
04 T4 Soffits final j& Approved for use outside HVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure- +80/-90 Created by Independent Third Party: Yes
Other: See Evaluation Report for limits of use. Evaluation Reports
FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report
04 T4 Soffits final.odf
Created by Independent Third Party: Yes
Beek Nutt
Contact Us :: 2601 Blair stone Road_ Tallahassee FL 32399 Phone: 6S0.4117.1e24
The State of Florida is an AA/EEO employer, Copyright 2007,2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida taw, email addresses are public records. If you do not want your e-mall address released In response to a public -records request do not sand
electronic man to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487. 095. 'Pursuant to
Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine If you are a licensee under
Chapter 45S, F.S., please click Ingm.
Product Approval Accepts:
wQC
6redii _C&d.
Safe,
hops://www.floridabuildin,.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1/2018
CREEK TECHNICAL SERVICES, LLC
EVALUATION REPORT Manufacturer:
Manufacturing: Quality
Assurance:
SCOPE
ALUMINUM COILS,
INC.
5001 West Knox
Street Tampa, FL 33634
813) 249-9743
www.aluminumeoilsinc.com
Certificate of Authorization
No. 29824 17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
FLORIDA BUILDING CODE
6T" EDITION (2017) Tampa, FL PRI
Construction Materials
Technologies (QUA9110) Category: Panel Walls
Subcategory: Soffits Code
Sections: 1404.
5.1, 1709.10 Properties., Wind Resistance
REFERENCES Issued September
1,
2017 Reoort No. Standard
Year iat-ty CTLA
1847W AAMA 1402 2009 Certified Testing Laboratories (
TST1577) AAMA 1402 2009 Certified Testing Laboratories (
TST1577) ACIXCTLA 2076W PRI Construction Materials
Technologies (TST5878) -02-01 AAMA 1402 2009 PRI Construction Materials
Technologies (TST5878) ACIX-003-02 02 AAMA 1402 2009 LIMITATIONS 1. This
report
is not for use in the HVHZ. 2. Design wind
loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall
be labeled in accordance with FBC Section 1709.10. 4. Installation of
the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant
installation detail shall prevail. 5. Installations shall
meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener
withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed byaqualifieddesignprofessionalto.ensure the fastener withdrawal meets or exceeds the minimum load resistance
for the project requirements. 7. All products
listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-
3. Pan,- 1 of
3 ALC 15001.3
FL12194-R6 This
evaluation report
is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLCofanyproductchangesorqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation reportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
PRODUCT DESCRIPTIONS
318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-Channel. See Appendix D for
dimension drawings.
3/8" J-Channel Preformed nominal.0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for
dimension drawings.
Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for
dimension drawings.
16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit 1panels provided in 16-
inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for
dimension drawings.
12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent configuration. See Appendix D for
dimension drawings.
FL12194-R6
Page 2 of 3
ALC15001.3Thisevaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ECREEKTECHNICALSERVICES, LLC
COMPLIANCE STATEMENT
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R. {
4i,
c
w - -
2017.09.01
No 74021 - - 10-:06:18
0400p ' STATE OF ,:
T••.A" P,I Zachary R. Priest, P.E. 4 OR . ••• C? ` Florida Registration No. 74021
NA Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A — Approved Systems (8 pages).
2) APPENDIX B — Installation Drawings (12 pages)
3) APPENDIX C — Design Wind Loads(4 pages)
4) APPENDIX D — Dimension Drawings (4 pages)
ALC15001.3 FL12194-R6 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
Appendix A
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1.
2. Refer to LIMITATIONS and sections of this evaluation when using the tables) below.
3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system.
5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others
in accordance with FBC requirements to meet the minimum design requirements for the project.
6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with
FBC requirements to meet the minimum design requirements for the project.
7. Typical fastening details are as follows:
a. 12' T4 Soffit —12-inch o.c.
Fastener Fastener
Location Location
11
b. 12° T4 Soffit — 4-inch o.c.
Fastener Fastener Fastener Fastener
Location Location
11
Location
11
Location
c. 16' 04 Soffit —16-inch o.c.
Fastener
Location
I /_
Fastener
ALC15001.3 FL12194-R6 Page 1 of 8
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
d. 16' 04 Soffit — B-inch o.c.
Fastener Fastener Fastener
Location Location Location
ALUMINUM COILS, INC
Soffits
Approved System Numbers and Definitions
12F-# A roved Systems for 12-inch Overhang wilh F-Channel
12J-# ADDroved S stems for 12-inch Overhang with J-Channel
16F-# Approved S stems for 164nch Overhang with F-Channel
16J-# Approved S stems for 16-inch Overhang with J-Channel
24F-# Approved Systems for 24-inch Overhang with F-Channel
24J-# Approved Systems for 24-inch Overhang with J-Channel
Appendix A
Approved Systems for 12-inch overhang with F-Channel
Wall Correction Eave Connection
MDP
System Panel psi
No. Width
Substrate
F-Channel Substrate Panel Attachment
Fascia Cap
Attachment
Attachment
One (1) min. 1 3/4-inch long x
1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch 0.072-inch dia. x min. 3/16- 40.0
12F-1
Max.
One
Wood min. 1.25-inch embedment spaced Wood crown staple spaced 164nch inch head dia. trim nail
16-inch 24-inch o.c. O.C. spaced 36-inch o.c.
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/4-inch long x0.072-inch dia. x min. 1/4-inch 48
12F 2
Max. Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. head dia. trip nail spaced 48- 64.2
16-inch spaced 24-inch o.c. and securing each panel lap inch o.c.
One (1) min 3/4-inch x 1/4-inch
One (1) min. 1 3/4-inch long x
0.072-inch dia. x min. 1/4-inch 48
12F-3
Max.
Masonry
One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48 64.2
16-inch spaced 8-inch o.c. and securing each panel lap inch o.c.
ALC15001.3
FL12194-R6 . Page 2 of 8
This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installalion, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Apprendix A
Approved Systems for 12-inch overhang with J-Channel
Wail Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
Channel :
Attachment
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
Three (3) min. 3/4-
Inch x 1/4-inch crown
One (1) min. #8 x 1/2-inch
One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x
12J-1
Max.
Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple
0.072-inch dia. x min. 1/4-inch 48
16-inch
pattern spaced 24-
screw spaced 16-inch D.C.
spaced 8-inch D.C. head dia. trip nail spaced 48- 64.2
inch D.C. connecting soffit to J-channel inch D.C.
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection .
System Panel MDP
No. Width psi)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
16F-1
Max. Max'
Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max.
0.072-inch diameter
finishing nail with min. 3/16- 153.3
1 spaced max. 8-inch D.C. 4-inch D.C. and securing each inch head spaced
panel lap 12-inch D.C.
One (1) 18 ga. 1/4-inch crown x
One (1) min. 1.75-inch x
Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max.
0.072-inch diameter
16F-2
12-inch
Wood inch leg staples in diamond pattem Wood
44nch D.C.and securing each finishing nail with min. 3/16- 353.3
spaced 16-inch D.C.
panel lap
inch head spaced
12-inch D.C.
Max.
One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/84nch One (1) min. 1 3/4-inch long
x 0.072 inch dia. x min.
16F-3
16-inch
Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch
head dia. trim nail
t25.6
inch D.C. •• D.C.
3/16-inch
spaced 36-inch D.C.
Max.
Three (3) min. 3/4-Inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch
One (1) min. 1 3/4-inch long
x 0.072-inch dia. x min. 1/4- 27
16F4
16-inch
Wood crown staples in diamond pattern Wood
crown staple spaced 8-inch D.C. inch head dia. trip nail 36.1
spaced 24-inch D.C. spaced 48-inch D.C.
ALC15001.3 FL12194-R6 Page 3 of 8
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 164nch overhang with F-Channel
Wall Connection Eave Connection.
MDP
System Panel psi)
No. Width
Substrate
F-Channel Substrate Panel Attachment .
Fascia Cap
AttachmentAttachment
One (1) min. 1.75-inch x
One (1) 18 ga. 1/4-inch crown x 0.072-inch diameter
Max. One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 44nch finishing nail with min. 3/16- 343.3
16F-5
16-inch
Masonry spaced 8-inch o.c. o.c. and securing each panel inch head spaced
p 16-inch o.c.
One (1) min. 1.75-inch x
Max.
Three (3) 18 ga.1/4-inch crown x 1-
One (1) 18 ga. 1/4-inch crown x
1-inch leg staple spaced 4-inch
0.072-inch diameter
finishing nail with min. 3/16- 343.3
16F-6 16 inchI Wood inch leg staples in diamond pattern Wood o.c. and securing each panel inch head spacedspaced16incho.c. p 16-inch o.c.
Approved Systems for 16-inch overhang with J-Channel
Wall Connection Eave Connection
MDP
System Panel Psi)
No. Width
Substrate
J-Channel Substrate Panel Attachment
Fascia Cap
AttachmentAttachment
One (1) min. 1314 -inch
Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch long x 0.0724nch dfa. x 23.5
16J-1
Max.
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4
16-inch spaced 24-inch o.c. nail spaced 48-inch O.C.
ALC15001.3 FL12194-116 Page 4 of 8
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width pso
Substrate
F-Channel
Attachment •
Batten Panel Attachment Substrate Panel Attachment. Fascia Cap
Attachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1-inch leg
Three (3) 18 ga.1/4-
No.2 SYP
anchored to
staple spaced
12-Inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
24F-1
Max.
Wood
Inch crown x 14nch
leg staples in
rafter with one each panel lap
Wood
inch crown x 1-inch
0.072-inch diameter
finishing nail with min. 801-90
12-inch diamond pattern
1) 1) min. 2.25- One (1) min. 1.75-inch leg staple spaced 8-
inch o.c.
3116-inch head spaced
spaced 16-inch o.c. x 7d ring
hasanknilchinchail
x 0.072-inch diameter 12-inch o.c.
finishing nail with min.
3116-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staple spaced
One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
24F-2
Max.
Wood
inch x 11 ga.
smooth shank
anchored to
rafter with one
each panel lap
Wood
inch crown x 1-inch
0.072-inch diameter
finishing nail with min.
g0/
12-inch
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch leg staple spaced 8
inch o.c.
3/16-inch head spaced
76.6
16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staple spaced
No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4-
One (1) min. 1.75-inch x
Max.
One 1 a. 5/8- 14 g anchored to each panel la pp inch crown x 1-inch
0.072-inch diameter 801
24F-3
12-inch Masonry inch long T nail
spaced 8-inch o.c.
rafter with one
1) 7d x 2.25- One (1) min. 1.754nch
Wood
leg staple spaced B- finishing nail with min.
3/16-inch head spaced
76.6
Inch ring shank x 0.072-inch diameter
inch o.c.
12-inch o.c.
nail 24-Inch o.c. finishing nail with min.
3/164nch head spaced
4-inch o.c.
ALC15001.3 FL12194-R6 Page 5 of 8
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 244nch overhang with F-Channel
Wall Connection Center Connection Eave Connection
MDP
System Panel pso
No. Width
Substrate
F-Channel.. Batten Panel Attachment Substrate Panel Attachment
Fascia Cap
Attachment
Attachment
One (1) 16 ga.1/4-inch
crown x 1-inch leg
Nominal 1x2 staple securing the
nailer of each female
Three (3) 18 ga.1/4-
No.2 SYP lock or spaced One (1) 18 ga. 114- Ohe (1) min. 1.75-inch x
Max.
inch crown x 1-inch
anchored to
rafter with one 16-Inch o.c. securing
each panel lap Wood
inch crown x 1-inch
leg staple spaced 8-
0.072-inch diameter
finishing nail with min. 801-60
24F-4 16-inch
Wood leg staples in
diamond pattem
1) min. 2.25- inch o.c. and securing 3/16-inch head spaced
spaced 16-inch o.c.
inch x ring One (1) min. 1.75-inch each panel lap 16-inch o.c.
shank nailchinch
ail x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1-inch leg
staple securing the
One (1) min. 1.5-
Nominal 1x2
No.2 SYP
nailer of each female
lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max.
inch x 11 ga. anchored to
railer with one
16-inch o.c. securing
each panel lap Wood
inch crown x 1-inch
leg staple spaced 8-
9.072-Inch diameter
finishing nail with min. t801-60
24F-5 16-inch
Wood smooth shank
roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
16-inch o.c. inch ring shank One (1) min. 1.754nch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.0724nch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
ALC15001.3 FL12194-R6 Page 6 of 8
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEK
Soffits
Apliendix A
TECHNICAL SERVICES, LLC
Approved Systems for 24-inch overhang with F-Channel
Wall Connection. Center Connection Eave.Conni:clion
MDP
System Panel psD
No. Width F-Channel . Batten Panel Attachment Substrate Panel Attachment
Fascia Cap
Attachment
Substrate Attachment
One (1) 18 ga.1/4-inch
crown x 1-inch leg
staple securing the
Nominal 1x2
No.2 SYP
nailer of each female
lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
One (1) 14 ga. 5/8- anchored l0 16 inch securing
Wood
inch crown x 1-Inch
leg staple spaced 8-
0.072-inch diameter +
801-60finishingnailwithmin.
24F-6
Max. Masonry inch long T nail rafter with one each panel lappa
inch o.c. and securing 3/16 inch head spaced
16-inch spaced 8-inch o.c. 1) 7d x 2.25-
Inch ring shank One (1) min. 1.754nch each panel lap 16 inch o.c.
nail 24-inch o.c. x 0.0724nch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
F02194-R6
Page 7 of 8
ALC15001.3 al under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orThisevaluationreportisprovidedforStateofFloridaproductapprovevaluationreportdoesnotexpressnorimplyWarranty, installation, recommended use, or otherqualityassurancechangesthroughoutthedurationforwhichThisreportisvalid. This
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix A
Approved Systems for 24-inch overhang with
Center Connection
J-Channel
Eave Connection .
Wall Connection MDP
System Panel psq
No. Width
J-Channel Batten Panel Attachment Substrate Panel Attachment
Fascia Cap
AttachmentBattenAttachment
Nominal 1x2 No.2
SYP scabbed
between rafters with One (1) 18 ga.1/4-
one (1) min. 2.25- inch crown x 1-inch
inch x 7d ring shank leg staple spaced
Nominal 1x2
No.2 SYP Three (3)
nail straight -nailed
through the rafter
12-inch o.c.
securing each panel One (1) 18 ga.''
c
One min.
crownanchoredtoga.1/4-inch crown into the end of the lap inch crown x 1-inch
diameterx0.072-inch diameter72
finishing nail with min. 360
24J -1
Max.
12-inch
railer with one x 1-inch leg
1) min. 2:25- staples in diamond
batten or two (2)
min. 2.25-Inch x 7d One (1) min. 1.75-
Wood leg staple spaced
8-inch o.c.
3/16-inch head spaced
inch x 7d ring pattern spaced 16- ring shanknails toe- inch x 0.072-inch 12-inch o.c.
shank nail inch O.C. nailed on either side diameter finishing
24-inch o.c. of the. batten at nail with min. 3/16-
each batten/rafter inch head spaced
intersection. Max. 4-inch o.c.
rafter spacing is
24-inch o.c. .
Nominal 1x2 N0.2
SYP scabbed One (1) 18 ga.1/4-
between rafters with inch crown x 14nch
one (1) min. 2.25- leg staple securing
inch x 7d ring shank the nailer of each
Nominal 1x2
No.2 SYP Three (3) 18
nail straight -nailed
through the rafter
female lock or
spaced 16-inch O.C.
One (1) 18 ga. %- inch crown x 1-inch One min. inch
anchored to ga.1/4-inch crown into the end of the securing each panel leg staple spaced
x 0.072-inch diameter
finishing nail with min. 353.3
24J-2
Max.
16-inch
rafter with one
1) min. 2.25-
x 1-inch leg
staples in diamond
batten or two (2)
7d
lap Wood 8-inch o.c. and 3/16-inch head spaced
inch x 7d ring pattern spaced 16-
min. 2.254nch x
ring shank nails toe- One (1) min. 1.75-
securing each panel
lap
16-inch o.c.
shank nail inch o.c. nailed on either side inch x 0.072-inch
24-inch o.c. of the batten at diameter finishing
each batteNrafler nail with min. 3/16-
intersection. Max. Inch head spaced
rafter spacing is 44nch o.c.
24-inch o.c.
ALC15001.3
FL12194-R6
Page 8 of 8
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
INSTALLATIONNote - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations.
System No. I Installation Detail .
Mtn. ?/V hand din. nail with mill; lit'
6n9agamentifor'Woo9 'subetrate) .or
mina 0..09Y• die. T-nai.L'or stub na.l.l
with min. S/8* angagament(tor concrete
ar block oubst'rste),,. 80aced ae •noted
nbove.
ASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
12F-1 &
CHANNEL
rood, Concrete
or Block. W
STAPLE •SOFFIT TO
FASCIA BOARD #T50
3 f 8" X 3/8,' STAPLE
16" O.C.
FASCIA LIP 1 /4
all.
PAINTED S.S.
1 3/4" TRIM NAIL
MIN. 5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALC15001.3
FL12194-R6
Page 1 of 12
This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
i ":.15 MP ti SOFFIT STAPLE
OPEN RAFTER
3/4• x 1/4• '
DIAMOND PATTERN
D AI LCROWNSTAPLES1, f I
s19, a jUSINGADIAMOND. T III- AfAMES i
PATTERN FACIA BOARD
FASCIA CAP
12 F-2
3/4•, X 1/4' CROWN FACIA BOARD
fi'
1-3/4' TRIM NAIL
STAPLE ON CENTER
1-3/4• TRIM NAIL PAINTED S.S.. r-F" CHANNEL CAN BE PAINTED S.S. 4B" FASCIA CAP
INSTALLED WITH THE O C. NAILING FLANGE UP OR 3/4• X 1/4'
DOWN CROWN STAPLE
SOFFIT_ max.. 12'-inch span
WOOD SOFFIT
SUBSTRATE SOFFIT & FASCIA
11 DETAIL
ALC15001.3 FL12194-R6 Page 2 of 12
This evaluation report is provided for Stale of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Applendix B
System No. Installation Detail
OPEN RAFTER —
S, ^ SOFFIT STAPLE
DIST ; 'DIAMOND PATTERN
I I EDTAIL
FACIA BOARD e• ttTv[ta1
3/4' X 1/4- CROWN STAPLE '24'
ON CENTER USING A DIAMOND PATTERN FASCIA CAP
12J-1
3/4' X 1/4- CROWN
STAPLE -8. ON CENTER. 1-3JS.S.
FACIA BOARD
CHANNEL 1=3/4- TRIM NAIL PAINaereredto-doffitPAINTEDoneillNe•x S.S. 4B"wiih FASCIA CAP
1/2- x.3/B-'head O.C.
diemetei ncrew, 3/4- X 1/4-
Y6-d•.c. CROWN STAPLE
SOFFIT —max., 12-inch span
SOF
WOOD OR BLOCK SOFFIT. & FASOIA
SUBSTRATE DETAIL
ALC15001.3 FL12194-RB Page 3 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I I' TRIM NAM. FASCIA BOARD
PAINTED S.S.
FASCIA CAP
SOFHi
rq' CROWN STAPLE
OPEII RAFTER
FASCIA BOARD
N R,1 S/8' I-NEl
16F-1 SOFFIT 8 FASCIA
16F-5 DETAIL
FASUA CAP: REFER
TO SOFFIT L FASCIA
DETAIL
F' CHANNEL
SOFFIT, MAX. IL'
SPAN
MASONRY
SUBSTRATE
ALC15001.3 FL12194-R6 Page 4 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. Installation Detail .
M'in; I/9` head dia, nail. with min.. 111"
emjh9ement('for wood.eubstiate) or'
min. 0.097' dia, T-nail'or stub nail
with m1n..5/$" ongagRmant(for concrete
or, block substrate) ; spar''od rie 'noted
above..
FASCIA SLIP BOARD
FASCIA TRIM
SOFFIT (OVERHANG WIDTH VARIES)
16F-3
F" 'CHANNEL.
Wood,. doncretq
or Block. -Wall
STAPLE SOFFIT TO
FASCIA BOARD #T50
3/8" X 3/8" STAPLE
16" O.C.
FASCIA LIP 1 /4"
PAINTED S.S:
1 .3/44" TRIM NAII
MIN..5 NAILS PER 12' PIECE
SOFFIT & FASCIA DETAIL
ALUMINUM COILS, INC
Soffits
Appendix B
ALC15001.3 FL12194-R6 Page 5 of 12
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ECREEKTECHNICALSERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
Lr SOFF T STAPLELEI
3/4' x t/a'
OPEN RAFTER
DIAMOND PATTERN
DETAILCROWNSTAPLESI
USING A DIAMOND
PATTERN FACIA BOARD
FASCIA CAP
16FA
13/4' X 1/4' CROWN FACIA BOARD
8'
1-3/4' TRIM NAIL
STAPLE ON CENTER
1.-3/4' TRIM NAIL PAINTED• S.S.
F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP
INSTALLED .0WITHTHE; O.
NAILING FLANGE UP OR 3/4' X 1/4'
DOWN CROWN STAPLE
SDFFTT—max•. 16-1nch span
WOOD SOFFIT.
SUBSTRATE SOFFIT & FASCIA
DETAIL
ALC15001.3 FL12194-R6 Page 6 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not speelfically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I TRIM HAIL FASCIA BOARD
PAItITEU S.S.
f ASCIA CAP
SOFFIT
rQ- CROWN STAPLE
OPEN RAFTER
rq- (ROWN--\
FASCIA BOARD,
rq- (ROWN
STAPLES SOFFIT & FASCIA
USING A DIAMOND
16F-2 &
PATTERN: REFER 10'' DETAIL
SOFFIT STAPLE
16F-6 DIAMOND PATTERN
DETAIL
FASCIA CAP: REFER / \
70 SOFFIT t FASCIA .
DETAIL
F' CHANNEL
I 3/8'
SOFFIT: MAX. 16-
SPAtI
WOOD__"-**'
SUBSTRATE
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.3 FL12194-R6 Page 7 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
16J-1
CREEK
TECHNICAL SERVICES, LLC
No. I Installation Detail
3/4- x 1/4- CROWN STAPLE -24-
ON CENTER. USING' A DIAMOND PATTERN
WOOD OR BLOCK
SUBSTRATE
1-3/4' TRIM
PAINTED S.S.
O.C.
SOFFIT —max.
ALUMINUM COILS, INC
Soffits
Appendix B
OPEN RAFTER
SOFFIT STAPLESTMUS
D!
i; ;
DIAMOND PATTERN
FACIA BKWUN are•.R+l ; DETAIL srsrus
i
FASCIA
CAP
3/4- %
1/4- CROWN FACIA BOARD 1-3
STAPLE -B- ON CENTER /4 TRIM. NAIL NAIL PAINTED
S.S,, FASCIA CAP
3/4-
X 1/4- CROWN STAPLE
16-inch
span SOFFIT SOFFIT &
FASCIA
DETAIL ALC15001.
3
FL12194-R6 Page 6 of 12 This evaluation
report is provided for State of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
24F-1 &
24FA
No. I Installation Detail
1'4' CROWM,
STAPLES
USING A DIAMOND
PATTERN: REFER ID
SOFFIT STAPLE
DIAMOND PATTERN
DETAIL
WOOD
1 t' TRIM NAIL,
PAINTED S.S.
i pc:;;red• CROWN STAPLE V i
Nominol re2' SYP
Batten Anrhored to
F-CNANNEI Rollers with one Id
Ring Shank Nail al
every Roller
BOARD
d FASCIA CAP: REFER
10 SOFFIT A FASCIA
DETAIL
SOFFIT: MAX. 24'
ALUMINUM COILS, INC
Soffits
Appendix B
1 {' TRIM MAR FASCIA BOARD
PAINTED S.S.
FASCIA CAP
SDFFn
CROWN STAPLE
SOFFIT & FASCIA
DETAIL
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.3 FL12194-R6 Page 9 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
I t' TRIM HAD FASCIA BOARD
PAINTED S.S.
la' SMOOTH SHAM( FASCIA CAP
ROOF MARS SOFFIT
I'rl' CROWN STAPLE
I t' TRIM MAD FASCIA BOARD
PAINTED S.S.
SOFFIT & FASCIA
24F-2 & DETAIL
24 F-5
I'q• CROWN STAPLE
FASCIA CAP; REFER
TO SOFFIT i FASCIA
DETAIL
mammal r sY SYP
Ballen Ane6orod to SOFFIT; MAX. 2V
F-CHANNEL Rollers VIM one Id
Ring Shank NaB al
every Rallp
WOOD SUBSTRATE
ALC16001.3 FL12194-R6 Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
t TRW MAIL FASCIA BOARD
PADnED SS
ItOA I' T-NAILS FASCIA CAP
SOFFIT
1'a4' CROW STAPLE
1 I' TRIM IIAIL FASCIA BOARD
PABITED S.S.
SOFFIT $ FASCIA
DETAIL
24F-3 &
24F-6 1'at' EROMN STAPLE
FASCIA [AP, REFER'
TO SOFFIT L FASCIA
DETAIL
Nominal 1'e2' SYP
Batten Anchored to SOFFIT; MAX. 2l'
F-CMAIINEL Rallen With one 7d
Ring Shafts HAD at
every Roller
MASONRY
ALC1SO01.3 FL12194-R6 Page 11 of 12
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix B
System No. Installation Detail
1 t' TRB1 NAIL.. FAS[IA BOARD
PAINTED S.S.
1'e!' CROWN FASCIA LAP
STAPLES
SOFFIT.
USING A DIAMDIID'
PATTERN; REFER TO CANTILEVERED 1'tj• CROWN STAPLE
SOFFIT STAPLE. RAFTER
DIAMOND PATTERN
DETAIL
FASCIA. BOARD
SOFFIT & FASCIA
I t' IRIN NAIL DETAIL. PAINTED S.S.
24J-1 & ref' CROWN STAPLE.
24J-2 FASCIA. CAN REFER
TO SDFnT B FASCIA
DETAIL
8 \ Nabbed 1• a 2• alters
uobbaa batrreen7enere end SOFFIT; IfAX, it• I j/g
1-CHANNEL aecuree with one (t) 7e finp I IshanknotSbalght-nolled
Nreugh the rota Into the and
WOOD SUBSTRATE of the batten or hvi(2) 7d
ring s(tentt nab loe-need an
alum side of the baflan et Ute
balleNrener intedeetbn
SOFFIT STAPLE
DIAMOND PATTERN
ALC15001.3 FL12194-R6 Page 12 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluatlon report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
EC R E K ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
ApfSendix C
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following
provisions:
1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B, C, and D shall be as defined in section 1609 of the FBC.
3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604
4. All calculations are based on an effective wind area of 10-ft2 or less.
5. Topographic factors such as escarpments or hills have.been excluded from the analysis.
6. Wind directionality factor, Kd = 0.85
7. Vu„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC.
B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional.
9. Zones 4 and 5 shall be defined as shown below. Dimension "a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is
smaller, but not less than either 4% of the least horizontal dimension or 34
ALC15001.3 FL12194-R6 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
D'e'sf n'Wirict'P,•ressufes`for•So(fils,in
h Bullding
s ; M:H
Mean
Roof-.
ft ,. 120 190
M .M
140
22.9
Badic' i " jS eed`
15a60
m l
170 1'BO 190
kI4±`
rf{ 200'
Enclosed
4
20 16.9 19.8 26.3 30.0 33.8 37.9 42.2 46.8
25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
40 18.3 21.5 24.9' 28.6 32.5 36.7 41.2 45.9 50.8
50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1
60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8
Negative
Loads)
5
20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7
50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8
60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1
Enclosed
4
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4
Positive
Loads)
5
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 1 34.7
60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4
ALC15001.3 FL12194-R6 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Apoendix C
H ,,,,., D'esi n•1NiridrPressii e'sifoF Soffils•in`Ex 'osure C ''
s'•
Bullding,
T eYP'- ZoneR
YMeen
o111eiP. 20, t30 1;40
eed"mBasi*' ind
SROW150a -
160
K
170 1;80 1190
w L
Enclosed
4
20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2
25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8
30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5
40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5
50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9
60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5
Negative
Loads)
5
20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3
25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6
30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9
40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2
Enclosed
4
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 •. 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
Positive
Loads)
5
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3
30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0
40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5
50 16.8 19.7' .. 22.9 26.3 29.9 33.7 37.8 42.1 46.7
60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
ALC15001.3 FL12194-R6 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, install4tion, recommended use, or other
producl attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix C
YaignW_16b(iw6ssuies!for#Soffits In_:Ez osure D` r`' ,,
Bullding
TYP
t Zone
Mean
Roof
i
ht ft :. ti0 130 140 Basic
Wrnd'S eed' i
15
y
160 f70 180 190 - t
2O%
Enclosed
4
20
26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25
27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30
27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40
29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50
30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60
31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative
Loads)
5
20
32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25
33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30
34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40
36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50
37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60
38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed
4
20
16.7 19.5 .. 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25
17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30
17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40
18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50
19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60
20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive
Loads)
5
20
16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25
17.3 _ 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30
17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40
18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50
19.6 23.0 26.7 1 30.6 34.8 39.3 44.1 49.1 54.4 60
20.2 23.7 27.5 1 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.
3 FL12194-R6 Page 4 of 4 This
evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
318" F-Channel
3/8"
318" J-Channel
I+— 3/4" —
1/8" HEM
T -T
3/4'
3/8'
ISOMETRIC VIEW
3/0' PROFILE
ISOMETRIC VIEW
3/0' PROFILE
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.3 FL12194-146 Page 1 of 4
This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall noliy CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
Fascia
CREEK
TECHNICAL SERVICES, LLC
3/4"
7/8"
r 1/8" HEM
r 1/4"
T
6"FASCIA
7" BLANK
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.3 FL12194-R6 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
16" 04 Soffit
oarriv • .
1B*- BLANK
3; / 6 AOFILE
DIDDDD
DDD
DDDDDs
DDDD a
DDDDD
DDDD
ALUMINUM COILS, INC
Soffits
Appendix D
ALC15001.3 FL72194-R6 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not'express nor imply warranty, Installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
12" T4 Soffit
ALUMINUM COILS, INC
Soffits
Appendix D
31/8" 7/B" 31/8" 7/8" 31/8"
5/16"
1/2" 1/2" 1/2" •1/2" 1/2"
3/4" 1/8" 1/e" 3/8"
13.75" BLANK
3/8" PROFILE
MT-PIF
DDDD
0DDD.a
D D D D D
DDDD
END OF REPORT
ALC15001.3 FL12194-R6 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
Florida Building Code Online Page 1 of 3
Profession'a[Regulation.
I
BCIS tome Log In I Use, Registration ! Mot Topic Submit Surcharoe Stats & facts j Publications FSC Stall ; BCIS site Map Links Search
1111Uo
a e ProductApproval IUSER:
Public User l
vRaa Product
Aooroval Menu > Product or Aoolleation Search > Ad2li0g2a L16t > Application Octall FL
g FL7006-R10 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
13 Product
Manufacturer IKO Industries, Ltd Address/
Phone/Email 40 Hansen Road South Brampton,
NON -US L6W 3H4 708)
496-2800 Ext200 rmetz001
@tam pabay. rr.com Authorized
Signature Robert Metz rmetz001
0tampabay. rr.com Technical
Representative Bob Metz Address/
Phone/Email REMCO of Pinellas 456
Avila Circle NE Saint
Petersburg, FL 33703 727)
776-S261 rmetz0010tampabay.
rr.com Quality
Assurance Representative Don Shaw Address/
Phone/Email IKO Industries LTD 120
Hay Rd. Wilmington,
DE 19808 717)
579-6706 don.
shaw@iko.com Category
Roofing Subcategory
Asphalt Shingles Compliance
Method Certification Mark or Listing Certification
Agency Validated
By Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By FM
Approvals - CER Locke
Bowden E
Validation Checklist - Hardcopy Received Standard
Year ASTM
D3161 modified to 110 mph 2016 ASTM
D3462 2010 ASTM
D7158 Class H 2O11 ASTM
E108 2011 https://
www.floridabuilding. org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 10/08/2017
Date Validated 10/30/2017
Date Pending FBC Approval
Date Approved 11/01/2017
Summary of Products
FL # Model, Number or Name Description
7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle
Biltmore and Biltmore HO manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.;
Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants
Limits of Use Certification Agency Certificate
Approved for use in HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
2017) from FM.odfApprovedforuseoutsideHVH2: Yes
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-2(-
2017).odfDesignPressure: N/A
Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26-
2017).odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R10 Il IKO-187-02-01 Letter - installation
Instructions for FBC FL7006.odf
Verified By: Duc T Nguyen 6SO34
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover
the hip and/or ridge of an asphalt shingle roof system
manufactured at IKO's Kankakee, IL, Toronto, Ont. and
Brampton, Ontario plants.
Limits of Use Certification Agency Certificate
Approved for use in HVH2: Yes FL7006 R10 C GAG ASTM D 3462 - Shinale letter
Approved for use outside HVH2: Yes Surveillance Audit Location - (6-28-20171.odf
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
2017) from FM.odfDesignPressure: N/A
Other: FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26-
2017).odf
FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26-
2017).odf
Quality Assurance Contract Expiration Date
12/31/2020•
Installation Instructions
FL7006 R10 Il Hip and Ridge Cap Shinale Installation
Instructions.ndf
FL7006 R10 II IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.odf
Verified By: Duc T Nguyen PE 6SO34
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at
Starter Strip the bottom of a roof system manufactured in Brampton and
Hawkesbury, Ontario plants
Limits of Use Certification Agency Certificate
Approved for•use•in-HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26-
20171 from FM.odfApprovedforuseoutsideHVH2: Yes
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26-
2017).odfDesignPressure: N/A
Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26-
2017).odf
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL7006 R10 I1 IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.odf
FL7006 R10 11 Roofino-Prod ucts-Leadino-Edoe-Plus-
Anplication-EN(i 1.odf
Verified By: Duc T Nguyen PE 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 2/6/2018
Florida Building Code Online Page 3 of 3
7006.4 Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's
AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.;
Sylacauga, AL and Kanakakee, IL plants
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL7006 RIO C CAC Letter - ASTM 03161 letter - 19-26-
Approved for use outside HVHZ: Yes 20171 from FM.odf
Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26-
Design Pressure: N/A 20171.Ddf
Other: FL7006 RIO C CAC Letter - ASTM E108 letter - (9-26-
20171.odf
Quality Assurance Contract Expiration Date
12/20/2020
Installation Instructions
FL7006 RIO II IKO-187-02-01 Letter - Installation
Instructions for FBC FL7006.odf
Verified By: Duc T Nguyen 65034
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party:
rack Nevt
Contact Us :: 2601 glair Stan@ Road. Tallahassee FL 12399 Phone: 9SO-497.1924
The State of Florida Is an AA/EE0 employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Rebind Statement
Under Florida taw, 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 t0 this entity. Instead, Contact the office by phone or by traditional mall. If you have any questions, please contact 8SO.407.139S. *Pursuant to
Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under
Chapter 4SS, F.S., please dick b=.
Product Approval Accepts:
M910-01 f
Credft Cafd
Safe.
https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018
CONSTRUCTION MATERIALS
TECHNOLOGIES
October 27, 2017
IKO Industries, Ltd
120 Hay Rd.
Wilmington, DE 19809
Re: FBC FL7006
Sir(s),
PRI Construction Materials Technologies has completed a technical review and attached sealed shingle
instructions in compliance the 2017 Florida Building Code.
This review was completed based on the receipt of following evidence from IKO Industries, Ltd:
1) IKO Shingle Application Instructions — 3-Tab Shingles
EN-3Tab Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida)
2) IKO Laminated Shingles Application Instructions
EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida)
3) IKO Hip and Ridge 12 Application Instructions
EN-HipandRidge12_3HRTri-2013-08 reformatted 2013-08)
4) IKO Leading Edge Plus Shingle Application Instructions
EN-3LEP-Tri-2012-06_reformatted 2013-03)
5) ASTM D3161 Test Report (FM Approvals Project No. 3040947)
The attached instructions should be used in conjunction with the published, manufacturer's application
instructions and applicable code. In the event the instructions conflict, these instructions shall govern.
Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not
have nor plan to acquire a financial interest in any company manufacturing or distributing products for which
the test reports are issued.
Signed: Signed:
Brad Grzybo ski Duc T. u en
Managing D rector Florida Refits ere .Professional Engineer
P.E. Number: 66034
Date: October 27, 2017 Date: October 27, 2017
Attachments: A) IKO Shingle Application Instructions - 3-Tab
B) IKO Laminated Shingles Application Instructions
C) IKO Hip and Ridge 12 Application Instructions
D) IKO Leading Edge Plus Application Instructions
IKO-187-02-01
PRI Construction Materials Technobgies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-0-SM Fax: 813.0.5840 e-mail: materWstesdng@pricmLcom WebSite: hap://~prirmLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 2 of 5
IKO Shingle Application Instructions — 3-Tab Shingles
ASTM 03161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping
each preceding course by 19" or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt
edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is
flush with, but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8°.
STEEP SLOPES
t-tr!' t-tra
I^ r t-I —. I..— t• t-I .--- l
3 SEALING STRIP
6tr
I bIff
NAILS NAILS
DO NOT NAIL INTO OR ABOVE THE SEALING STRIP
PR Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.5M fax: 813-M-5840 e-rt 1: materiaWm6ng@pricmt.com WetSite: htlpJAvww.PdaMoom
IKO
Installation Instructions for
Asphalt Shingles
Page 3 of 5
IKO Laminated Shingles Application Instructions
ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC.
UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is
less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code
requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping
each preceding course by 19" or other Approved underlayments in accordance with the qualified application
instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of
underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top
of any underlay along rake edges and directly to the deck along eaves in accordance with building code
requirements.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long
enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8"
below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with,
but not cutting into shingle surface.
NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed
as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each
shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt
plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle.
Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles
should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the
heat of direct sunlight.
EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8'.
6 3Wt upi "-w
NAILS
f
7 31a'
i
NAIL LINE
NAILING - STEEP SLOPES APPLICATION
Use six na0s as shown.
PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE
PRI Constnrcdon Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.SM fax: 813621-5840 e-mag: matedalstesting@prianLcom WeGSite: hWAr+waa.0=L00M
IKO
Installation Instructions for
Asphalt Shingles
Page 4 of 5
IKO Hip and Ridge 12 Application Instructions
ASTM D3161, Class F — IKO Hip and Ridge 12)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTIO.N WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
Cut hip and ridge shingles into thirds, using .the perforation marks as a cutting guide. These shingles are
designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has
been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5
5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm).
Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge
pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end
opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional
effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2
pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see
diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be
covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for
easier bending.
NOTE: SHINGLES MUST BE'APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE
SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO
RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO
PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER
VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW
ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR
TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS.
TAM CM
n6YW"
PPJ Consauetion Materials Technologies, I.I.C. 6412 Badger Drive Tampa, Fl. 33610 Tel: 813-621-SM Fax: 81362t-WO e-mail: materialstesfing@pricmteom WebSite: haplAwAv.pricmLcom
IKO
Installation Instructions for
Asphalt Shingles
Page 5 of 5
IKO Leading Edge Plus Application Instructions
ASTM D3161, Class F — IKO Leading Edge Plus)
NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED
APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION
CONFLICT, THESE INSTRUCTIONS WILL GOVERN.
1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required.
2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for
separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to
separate.
3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately
20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the
factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves
by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75
mm to 100 mm) from the eave edge and 1" (25 mm) in from each end.
4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge
with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang
the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners
located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end.
5. Repeat Steps 3 — 4 for the right lower corner of the roof deck.
NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least
3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20
mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from
the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end.
6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install
the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles
should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to
the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle.
7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first
course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way,
the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and
help keep them from lifting in high winds.
PRI Constmction Materials Technologies, I.I.C. 6412 Badger Drive Tampa, FL 3306 Tel: 813-621.SM Fax: 813-621-5840 e-mail: materialstesbrg@picmtcom WebSite: http:/Mvw.pricmLoom
Florida Building Code Online Page 1 of 2
Iti
r
Business & Professional'Regulat ion,
f
SCIS Home I lag In I User Registration I Hot Topic Submit Surcharge Stats & Facts Publications FBC Start MS Site Map Links Search
n Product ApprovalIre1
e e USER:
Public User Product
Approval Menu > Product or Aoolication Search > Apolication List > Application Detail FL
tt FL35216-R3 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer InterWrap, Inc. Address/
Phone/Email 32923 Mission Way Mission,
NON -US 00000 551)
574-2939 mtupas@interwrap.
com Authorized
Signature Eduardo Lozano eloza
no@interwra p.com Technical
Representative Eduardo Lozano Address/
Phone/Email 32923 Mission Way Mission,
NON -US 00000 778)
945-2891 elozano@interwrap.
com Quality
Assurance Representative Address/
Phone/Email Category
Roofing Subcategory
Undedayments Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed Robert Nieminen the
Evaluation Report Florida
License PE-59166 Quality
Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality
Assurance Contract Expiration Date 09/30/2019 Validated
By John W. Knezevich, PE G
Validation Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code FLIS216
R3 COI 2017 01 COI Nieminen.odf Standard
ASTM
D1970 (tear) ASTM
D226 (physicals) year
2015
2009
https://
www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 2/6/2018
Florida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
r I
Method 1 Option D
10/10/2017
10/11/2017
10/15/2017
12/12/2017
FL # Model, Number or Name Description
15216.1 RhinoRoof Underlayments Synthetic roof underlayments
Limits of Use Installation Instructions
Approved for use in HVH2: No FL15216 R3 11 2017 10 FINAL ER INTERWRAP RHtNOROOF FL15216-
R3.o dfApprovedforuseoutsideHVH2: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216-
R3.odf
Created by Independent Third Party: Yes
Back -1--t
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Plane: 8SO.487-1824
The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not 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 4S5, F.S. must provide the Department with an email address H
they have one. The emalts 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 area licensee under
Chapter 455, F.S., please dick nere .
Product Approval Accepts:
a
Credit Card
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Q0
TRINITYIERD
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4 Canada
SS1)S74-2939
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #f13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 140510.02.12-113
FL1S216-R3
Date of Issuance:02/17/2012
Revision 3:10/10/2017
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 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/10/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4.. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
QOTP.,INITYIERD
ROOFING COMPONENT EVALUATION:
1.. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance
with the following sections of the 6eh Edition (2017) Florida Building Code through testing in accordance with
applicable sections of the following Standards. Compliance is subject to the Installation Requirements and
Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Properties Standard Year
1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009
1507.1.1 Tear Strength ASTM D1970 2015
3. REFERENCES:
iaiLtlf Examination Reference Date
ITS (TST1509) Physical Properties 10OS39395COQ-006 10/27/2011
ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011
ITS (TST3509) Physical Properties 100539395COQ-006 03/14/2014
PRI (TST5878) ASTM 01970; Tear strength OCF-330-02-02 10/03/2017
ITS (QUA1673) Quality Control Service Confirmation 09/30/2017
4. PRODUCT DESCRIPTION:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch
wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception).
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing agency for fire ratings of this product.
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable Roof Covers:
TABLE I: ROOF CO«V*ER OPTIONS
Underlayment
Asphalt
Shingles Nail -On Tile Foam -On Tile Metal
Wood Shakes Slate or
Shingles Simulated Slate
RhinoRoof U20 Yves No No Yes ves o
5.6 Exposure Limitations:
RhinoRoof U20 shall not be left exposed for longer than 30-days after installation.
Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R3
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FUS216-113
RhinoRoof Underlayments Revision 3:10/10/2017
Page 2 of 3
QOTRINITYIERD
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation
instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application.
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.3.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter
head, or those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch
diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing
up). The use of staples is prohibited.
6.3.2 Single Laver: Roof Slope > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to
Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain
conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For
exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is
required.
When batten systems are to be installed atop the underlayment, the underlayment need only be
preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned
over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap
published instructions.
6.4.3 Double Laver: 2:12 < Roof Slope < 4:12:
End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width
plus 1-inch.
Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a
full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but
maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Qingdao, China
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400
END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 140SI0.02.12-R3
Certificate of Authorilotion U9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FLiS216-R3
RhinoRoof Underlayments Revision 3:10/10/2017
Page 3 of 3
Rhinoftof® U20
Synthetic Roofing Underlayment
RhinoRoof' U20 Installation Instructions
RhinoRoof' U20 is an air, water and vapor barrier and
therefore must be installed above a properly ventilated
space(s). Follow ALL building codes applicable to your
geographical region and structure type as it is considered
a vapor barrier.
DECK PREP: Protrusions from the deck area must be
removed and decks shall have no voids, damaged or
unsupported areas. Deck surface should be free of debris,
dry and moisture free.
USE: RhinoRoof' U20 must be covered by primary roofing
within 60 days of application. U20 is designed for use
under; asphalt or synthetic shingles, metal in residential
applications, and cedar shakes that have been primed.
APPLICATION: For slopes from 4:12 and higher RhinoRoof•
U20 is to be laid out horizontally (parallel) to the eave with
the printed side up. Horizontal laps should be 4" and
Vertical laps should be 6"and anchored approximately
1 " in from the edge. For low slope applications it is
recommended to overlap 50% plus 1 ", for complete
definition of low slope and guidelines consult authorities
having jurisdiction. U20 product is not recommended
for slopes less than 2:12. The use of roofing hammer,
pneumatic air or gas driven fastener tools is acceptable.
The use of straight edge cutting knives is recommended.
FASTENERS: For same day coverage with primary roofing
RhinoRoof• U20 can be anchored with corrosive resistant
3/8" head x 1 " leg roofing nails (ring shank preferred,
smooth leg acceptable). The use of every other anchoring
location printed on the product is also acceptable. If U20
will be left exposed for up to 60 days the product must
be anchored with 1" plastic or metal cap smooth or ring
shank roofing nails and anchored in all locations printed
on the facer. DO NOT USE STAPLES: the use of staples to
penetrate RhinoRoof• U20 will void warranty.
ANCHORING: All anchoring nails must be flush, 90
degrees to the roof deck, and tight with the underlayment
surface and the structural roof deck. Where seams and
joints require sealant or adhesive use a low solvent plastic
roofing cement meeting ASTM D-4586 Type 1, or Federal
Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB,
Geocel or equivalent. Acceptable alternatives are butyl
rubber, urethane, and EDPM based caulk or tape sealant
EXTENDED EXPOSURE: If RhinoRoof' U20 product will
be exposed longer than 24 hours and up to 60 days then
product must be attached to the structural roof deck
using a minimum 1 " diameter plastic or metal cap roofing
nails (ring shank preferred but smooth leg acceptable).
Miami Dade approved tin tags/metal caps are also
acceptable, and it is recommended for best performance
to use with the rough edge facing up. For extended
exposure it is always recommended to anchor on every
printed position on the facer. RhinoRoof' U20 is not
designed for indefinite outdoor exposure.
For extended exposure conditions where driving rain or
strong winds are expected it is recommended to take
additional precautions such as doubling the lap widths.
Alternately or in addition to a compatible sealant could
be used between the laps or a peel and stick tape could
be applied to the overlaps.
CAUTION - READ GOOD SAFETY PRACTICES BELOW
Good safety practices should be followed on steep slope
roofs, such as use of tie -offs, toe boards, ladders and/or
safety ropes and personal body harnesses. Follow OSHA
guidelines. Slip resistance may varywith surface conditions from
debris that accumulates, weather, footwear and roof pitch.
Failure to use proper safety gear can result in serious
injury. Depending on roof pitch and surface conditions,
blocking may bexetauired to support materials on
the roof and is good safety practice. Remember to seal
the nail holes after removing blocking. InterWrap®
Roofing Products Division Charleston,
SC • Vancouver, BC • Mission, BC • Montreal, QC Awoowh e.
4'
Web: www.InterWrap.com/roofing I E-mail: info®interwrap.com Mpg c`
Toll Free: 888 713 7663 1 Tel: 778 945 2888
Florida Building Code Online Page 1 of 2
A` • . •RegWation
5 2
BCIS Home I lag In I user Registration I Hot Topics Submit Surcharge Stets & fact Publications I FBC Starr I BCIS Site Map I Links I Search 1
0:
2--
Product ApprovalOrUSER: Public User
Product Approval Menu > Proeua or AOoliwtion Search > Aoolication List > Application Detail
tip FL # FL16994-RS
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Southeastern Metals Mfg. Co.
Address/Phone/Email 11801 Industry Drive
Jacksonville, FL 32218
904) 696-4682
jhkelsey@semetals.com
Authorized Signature Jeremy Kelsey
jhkelsey@semetals.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a.Florida Registereo Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/20/2020
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence FL16994 R5 COI SEM14001.5a 2017 FBC Eval Report Off-Ridoe Vent
final.odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1503.S
1709.2
Product Approval Method Method 2 Option S
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018
Florida Building Code Online Page 2 of 2
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
09/26/2017
10/10/2017
10/15/2017
12/12/2017
FL 8 Model, Number or Name Description
16994.1 Off Ridge Vent 4-R, 6-ft, and 8-R off ridge vents for use with asphalt
shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16994 RS II SEM14001.Sa 2017 FBC Eval Report
Ridoe Vent final.odf
Verified By: Zachary R. Priest 74021
Approved forfor use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +0/-18 Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
FL16994 R5 AE SEM14001.Sa 2017 FBC Eval Report Off-
Ridne Vent final.odf
Created by Independent Third Party: Yes
16994.2 Tile Off Ridge Vent 4-ft, 6-ft, and 8-R off ridge vents for use with clay or
concrete tile
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16994 R5 iI SEMI 4001.5b 2017 FBC Eval Report Tile
Roof Vent final.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: +0/-9 Created by Independent Third Party: Yes
Other: See Evaluation Report for limits of use. Evaluation Reports
FL16994 RS AE SEM14001.5b 2017 FBC Eval Report Tile
Roof Vent final.odf
Created by Independent Third Party: Yes
Bade Nert
Contact us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 8S0-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibllity Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-recordS request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact BS0.487.139S. 'Pursuant to
Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if
they have one. The 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 dick 1(=L.
Product Approval Accepts:
tw
ICJ
Credrt Card'
Safe
https:Hwww. floridabuilding. org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018
CREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017)
Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017
11801 Industry Drive
Jacksonville, FL 32218
800) 874-0335
htti):/twww.semetals.com
Manufacturing Plant: Jacksonville, FL
Quality Assurance: UL LLC (QUA1743)
SCOPE
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of the Roofing System
Code Sections: 1503.5. 1709.2
Properties: Roof Ventilation
REFERENCES
Enti
PRI Construction Materials Technologies (TST5878)
PRI Construction Materials Technologies (TST5878)
Zachary R. Priest, P.E. (CREEK Technical Services)
PRODUCT DESCRIPTION
Reoort No. Standard Year
SEM-029-02-01 ASTM E 330 2014
SEM-031-02-01 ASTM E 330 2014
SEM14003 Calculations 2014
Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Shall conform with FBC
Section 1503.2
Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4.25-inch high.
Vent is available in nominal 4-ft, 6-ft and 8-ft sizes.
SEM14001.5a FL16994-R5 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Southeastern Metals Manufacturing Co., Inc.
CREEK OH Ridge Vent
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
Deck Type: Minimum 7/16-inch APA span rated OSB sheathing or 15/32-inch APA span rated
plywood sheathing for new and existing roof deck (Deck shall be designed by others in
accordance with FBC requirements).
Roof slope: Minimum 2:12
Installation Height: Maximum 33-ft
Roof Cut -Out: 2.5-inch wide x 42-inch opening for the nominal 4-ft vent
2.5-inch wide x 66-inch opening for the nominal 6-ft vent
2.5-inch wide x 90-inch opening for the nominal 8-ft vent
Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6-inch off
the ridge. For a single vent, install the vent as close to the center of the roof length as
possible. Multiple vents should be evenly spaced along the roof length.
Remove interfering shingle nails around the perimeter of the opening and any debris
prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing
cement/mastic to the underside of the perimeter flange to continuously surround and
seal the flange. Position the vent over the opening in the roof sheathing. Slide the top
and side flanges of the vent underneath the shingles and allow the bottom flange to lie
on top of the shingles. Attach the vent with #9 x min. 1.5-inch HWH screws with 0.5-
inch sealing washers or min. 12 ga. x 1-1/4-inch ring shank nails with min. 3/8-inch
diameter heads having sufficient length to penetrate through the sheathing a minimum
of 3/8-inch. The fasteners shall be located 1-inch from the edge of the flange and 5.5-
inches o.c. along all four sides of the vent. All loosened shingles shall be adhered
down with roof cement/mastic. When nails are used to attach the vent, all penetrations
through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I
roofing cement/mastic.
Allowable Roof Coverings: Asphalt shingles
Maximum Design -13.5 psf for 4-ft and 6-ft vents
Pressure -18 psf for 8-ft vent
Pressures calculated using 2:1 margin of safety per 1504.9
SEM14001.5a FL16994-RS Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Southeastern Metals Manufacturing Co., Inc.
CREEK Off Ridge Vent
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is outside the scope of this evaluation.
2) This report is not for use in the HVHZ.
3) The roof deck and deck attachment shall be designed by others in accordance with the FBC.
4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's
published installation instructions. In the event of conflict, the more restrictive installation shall be enforced.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion prior to installation.
6) Installation of the roof assembly is outside the scope of this evaluation.
7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction
applications
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have' demonstrated compliance with the Florida Building
Code, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
W uu111i"
R. pA i.
No 74021
0 : Z
S-9 : STATE OF 44/Z
CERTIFICATION OF INDEPENDENCE
2017.10.10
10:29:43
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest., P.E. does not have, nor will acquire, a financial interest in any other entity involved in -the approval process of the
product.
END OF REPORT
SEM14001.5a FL16994-R5 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
MIAMI-DADS COUNTY
MIAMI- PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.niiamidade.gov/economy
Southeastern Metals Manufacturing Company, Inc.
11801 Industry Drive
Jacksonville, FL 32218
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Weather Vent
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has.been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No. 08-0423.01 consists of pages 1 through 3.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 1 of 3
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Ventilation
Material: Steel
Minimum Slope: 2:12
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Manufactured by Test Product
Aanlicant Dimensions Specifications Description
Weather Vent Vent: 4-'/2" x 19" x 46" TAS 100 Galvanized metal roof vent
Deck Flange: 24" x 52"
Thickness: 0.0217 inch.
MANUFACTURING LOCATION
1. Jacksonville, FL
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03
ICC-ES AC132 SEM-027-02-01 01/07/14
APPROVED APPLICATIONS:
Deck Type: Wood
Deck Description:
is/
32" or greater plywood or wood plank
System Type A: Mechanical attachment of vent for shingle roofs
Cutout: Mark a 3'/2" x 46" opening centered between layout lines and aligned minimum 6 inches from
the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing
cement. Secure vent -to the roof deck with 1-'/4" galvanized ring shank roofing nails spaced
approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent.
Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings
herein).
Net Free Area: 99 square inches.
NOA No.: 13-0814.08
Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 2 of 3
LIMITATIONS:
1. Refer to applicable building code for required ventilation.
2. -Weather Vent shall comply with the manufacturer's current published application instructions and the
requirements set forth in the applicable building code.
3. This acceptance is for installations over asphaltic shingle roofs only.
4. Weather Vent shall not be installed on roof mean heights greater than 33 feet.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 9N-3 of the Florida Administrative Code.
6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of
the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product
Control Approved" or the Miami -Dade County Product Control Seal as shown below:
MIAMI-DADE COUNTY
E 4 1
DRAWINGS
ROOF FLANGE NAIL PLACEMENT
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY NOA No.: 13-0814.08
U22:141TJ3111 Expiration Date: 04/15/19
Approval Date: 01/23/14
Page 3 of 3
CITY OF SANFORD
BUILDING & FIRE PREVENTION
I ' PERMIT APPLICATION
i
mL-yj CJ Application No: Lo
Documented Construction Value: S
Job Address: 3 r) 9,5 n i Q h + l- ca) 0. historic District: Yes No
Parcel ID:* ResidentiaLB-tommercial
Type of Work: New,0"Addition Alteration Repair Demo Change of Use Move
Description of Work: L
4
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name S Phone: 9_l_3 -9/u•3 440 CA 3
Street: IA-34 PnL Fax:
City, State Zip. mD .l !3L/3 State License No.: 1 .1.3 oc)5LI04
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING 'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND,POSTEO ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOIMY 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 wont, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tonics, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code
Revised: hme 30. 2015 Permit Application
NOTICE. In addition to the requirements of this'pennit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional -permits required from other governmental entities such as water _
management districts, state agencies, or federal agencies. -
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, VS 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 requiredinordertocalculateaplarfreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation.Table in effect at the time the permit is issued, inacoordancewithlocalordinance. 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 a ning.
Dace ' gnature o Co Agent to
Signature of Owndr/Agent - -
v
Print Owner/Agent's Name -
Print Contractor/Agent's Name -
11111A/9.1K
si-tattary-State pf l d, t / Date
signature of Notary-State.of Florida Date Bpa Jll t; O Clelr
Cominfslon # GG151707
Expires: October 15, 2021
bollotm tnru ha,al-
Owner/Agent is
T
Personally' Knowti to Me or - - Contractor/Agent is Pe onally Known tmi le' -
Produced ID . Type of ID Produced IDType BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Elerctrical Mechanical PlumbingQ Construction
Type. i Occupancy
Use: Tot
1 S Ft of Bld Min. occupancy Load: Gas Roof
Flood Zone:
of Stories:,_
a q
g• ' •_ New Eonstructjion:
Electric - # of Amps - Plumbifkg = # of Fixtures . Fire Sprinkler
Permit: Yes No [I # of He Fire Alarm Permit:. Yes ' No APPROVALS: ZONING:
UTILITIES: ENGINEERING: COMMENTS:
Revised:
June
30. 2015 FIRE: WASTEWATER:
BUILDING:
Permit
Application
CONTRACT,
AGREEMENT -
PAGE 1 3 op 4 70B NAME:
DATE: 6/21/2017-
PROP13RTY OWNER OKEUS AGENT: DOMMU I: ELECTRICAL CONTRACT REVISED -
PARK SQUARC HOMES SPEC: LEVEL I - WITH CFL BULBS MI . GAS/EUMUC
ADD=: 5200 VINELAND RD mam: ORLANDO
SAC: ORLANDO mn: FL Cam.: SANFORD srAre: FL
WYNDHAM PRESERVE
PLAN
SERVICE
SIZE SQ FT A/CSYSTEM PRICE
BARCELONA 200A 2392
10-kW HEAT 240V, 60A
6,663.00
5-TON AC 240V, SOA
CARNIVAL 200A 2402
10•kW HEAT 240V, 60A
A667.00
S-TON AC 240V, SOA
CYPRESS 200A 3449
10-kW HEAT 240V, 60A
8,477.00
5-TON AC 24OV, SOA
GLASTONBURY 200A 2798
10-kW HEAT 24OV, 60A
6,992.00
5-TON AC 240V, 50A
MADRONA 200A 2091
8-kW HEAT 240V, SOA
5,740.00
4-TON AC 24OV, 40A
MARGATE II 200A 1966
8-kW HEAT 240V, SOA
5,455.00,
4 TOMAC 240V, 40A
MELBOURNE 200A 2107
8 -kW HEAT 240V, 50A
5,701.00
4-TON AC 24OV, 40A
MILAN 200A 1349
SAW HEAT 240V, 3SA
4,279.00
3-TON AC 240V, 30A
PEMBROOKE 200A 2570
10-kW HEAT 240V, 60A
6,281.00
S TON AC 240% SOA
PENNSACOLA 200A 2570
MAW HEAT 240V, 60A
6,616.00
S-TON AC 24OV, SOA
CONTRACTOR/OWNER:
EDMONSON ELECTRIC:
1034 Skipper Road • Tampa, FL 3,0613 1813)910-3403 •,"Fax:(813)910-8546 •
notuoAucew CAW.l3WS4 e
DATE:
DATE: xiI24
CITY OF SANFORD
wit BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
I
Documented Construction Value: S
Job Address: 3 N I q 4tavl Y/ (- Historic District: Yes No
Parcel ID: Residential W-` Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: V e-L-i S C
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Name Phone:
Street: Resident of property? :
City, State Zip:
Contractor Information
Name fe1/--f1d d—Ly1 Street:
cd Q S- *109A or. Fax: 10 7 - nl - V. rG City,
State Zip: S i Ucyd I EL 3 q 7 7 i State License No.: Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced
prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Namc
Signature of Notary -state of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sid reo on for/Agent to Print
Contractor/Agent's Name FEF
hliillll//// Signat
t`Notary-State of F n`da Dales t}d 7.
p' . OFF
12085S Qz ty
uaett `QQ Contractor/
Agent is Personally Kno'+i Produced
ID Type of lD `/-" i,A+:++`" BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
Fire
Alarm Permit: Yes No UTILITIES:
WASTE WATER: FIRE:
BUILDING: Revised:
June 30.2015 Permit Application
Ig-a(rd9
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S 4577.00
Job Address: 3795 Niqht Heron Dr Sanford Historic District: Yes No
Parcel ED: 17-2f1-31-5o2-n000-2170 LCT 717 Residential ® Commercial
Type of Work: New ® Addition Alteration Repair Demo Change of Use Move
Description of Work: Install new 2 5-ton HVACsystem with duct work
Plan Review Contact Person: Paula Bagley Title: Permit Clerk
Phone: 407-975-2762 Fax: 4w-629-9307 Email: permitting@onestopcooling.com
Property Owner Information
Name Park .Rquara HnmPs Phone: 407-529-3000
Street: 5200 Mn _land Rd #200 Resident of property? :
City, State Zip: Orlando, FL 32811
Contractor Information
Name One Stop Cooling & Heating, LLC Phone: 407-975-2762
Street: 7225 Sandscove Court Fax: 407-629-9307
City, State Zip: Winter Park. FL 32792 ___ State License No.: CAC 032444
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Phone:
Fax:
E-mail:
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. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code
Revised: June 30.201 S Permit Application
w
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 pennits 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 properly 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, ill
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
be done in compliance with all applicable laws re
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
information is accurate and that all work will
instructipn and zoning.
Kevin Stine
Print Contractor/Agent's Name
Signature
Date
KELLY WE88TER
Notary Public • State of Florida
Commission 0 FF 078034
My Comm. Expires Apr 4.2020
Owner/Agent is Personally Known to Me or Contractor/Age t
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTE WATER:
FIRE: BUILDING:
Revised: June 30. 2015 Pennit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
m.
Documented Construction Value: S L000 «—= Job
Address: Historic District: Yes \o LJ Parcel
CD: Residential Commercial Type
of Work: New 0 Addition Alteration Repair 0 Demo Chan-e of Oise i1love Description
of «'ork: Plan
Review Contact Person: Phone:
Fax: Email: Property
Owner Information Name
Squ Cl IV-, Phone: Street:
City,
State Zip: Title:
Resident
of property? : Contractor
Information I '
I Name
i I` r i 1 I j ``
Jl'
1 ! I :' Phone: B l P-jn .G i v
Street: '!
r- r '1f (
Fax: li p:
City. State Zi , Y I I i 1 'i% / / I State License \o.: N
attle: Street:
City.
St. Zip: Bonding
Company: Address:
Architect/
Engineer Information Phone:
Fax:
E-
mail: _ lort,
a-e Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NIA1' RESULT IN 1'OUR PA11NG
TWICE FOR I.\IPROVE• IESTS TO YOUR PROPERTY. A NOTICE OF COMINIENCEMENT MUST BE RECORDED
AND POSTED ON T[it:.m Sl1•E I:EFOR1•' 1-FIE FIRST INSPECTION. IF 1.OL• tNTEND 1.0 OBTAIN FI:\
A\CI:\G. CONSULT wri'EI YOUR LENDER OR AN ATTORNE1' BEFORE RECORDING 1'OL'R NOTICE OF COMMENCEMENT.
101ii
atiol is l it_C:bY mad- to llim"i a `.i i`L•i to da th! \ ork andt !: ialhll toai asadtica::(I. I ce Ciii\' th t 110 l at t rLeik0rint3:i t. 1Ot: Ins Jii:%i.:
l:c'a .'ioi c, ille lie .fCc Qi 'iei::ii:ttid iil 11 11'O'r: ill bi erformcd to imeet st_indards of all la'.\' refit:; nu etc• p' t ` P s rc'__ 'i.._ CO'sii'. .:Oil in mis
lurisdiction. I miderstand that a separate permit must Lie secured for electrical wirk. p1timbing. signs. \\ells. poufs. furnaces. boilers,
heaters. tanks, and air conditiunt•rs. etc. RX t(
3 Shall he inscrihed „itti tli:• dric of applicatinu aticl the code in effect a\ of that date: t, Edltiun wj i 4, Flnri;ta Building Cnde P:.:na
p,:raa.m
J_
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this proper• that ma%• be
found in the public records of this count\•, and there matv be additional permit_ required Eom other governmental entities such -..s water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the properr of the requirements of Florida Li:n Law. FS 711
The Ci.\ 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 fieured based on the current [CC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculate.+ char_es fieured off the executed contract exceed the acnnal construction vaLtr.
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 regulatin; construction .i1Ld_zo.alng.
Sirarire . l 4:c i:.'Ageu Ds:: Sis-a u:: of Co .acco: g:.. Da-,-
awn; Owim-AM.'s N3M X_:;i:
aaa;:::: of you- •S;_r:.i Fia-ca Da::
Ottgier/Agent is Personally Known to \Ie or
Produced fD Type of iD
Sig l%re of \Dean •Ss:: o is i• p•_
rrrrrnd
STEPHANIE RALLO
Alf: Commission # FF 175017
Expires November 9, 18
Bawd TAm fmv Fgh tdIMM-M19
Contractor%Ae_nt is ersona y 'nown to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: building Electrical NM chauical Plttnibing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: - of Stories:
New Construction: Electric - _ of:quips Pit,nibin; - _ of Fixtures
Fire Sprinkler Perniit: Yes \o = of Heeds Eire Alar•rn Permit: Yes \o
APPROVALS: ZONING: UTILITIES: \VASTE \VATER:
E\GI\EERf,G: FI:°.E: BUILDf'G:
COMMENTS:
t.T.lit aCn•. :IJ•:
DESCRIPTION AS FURNISHED: Lot 217, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93
through 102 of the Public Records of Seminole County, Florida.
BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation);
Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title
Insurance Fund; Bank of America
LOT 183
1
REC. 112' I.R. I
NO I.O. I
A
3-795 N % NY
9CP-_0a t
PP 4 Is - (2G(O
w
O 00
LOT 216
CO
z
SET N&D
14598
SETBACKS AS FURNISHED
FRONT a 25'(•)
REAR a 20'
SIDE a 5' (40' LOT)
7.5(60' LOT)
10' (75' LOT)
SIDE STREET a 25' (60' & 75' LOT)
15' (40' LOT)
25• FRONT SETBACK CAN BE REDUCED
TO 20' ON CERTAIN LOTS. NO MORE THAN
2) IN SUCCESSION AT 20' AND A MINIMUM
OF (2) IN SUCCESSION AT 25'
PROPOSED - FINSHED SPOT GRADE ELEVATIONS
PER DRAINAGE PLANS
f'- a PROPOSED DRAINAGE FLOW \y y
0
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS a 27.7' QQ
LOT 182
S 00°16 "57" E
60.00'
24.80' LOT 217 24.E0'
J. I Xi. I'
10.00'
17. ?2.7'
AC PAD
10.00'
a COV'D.
10.00'
to BRICK 'D
17.3'
ONE STORY
RESIDENCE
F.F.- 27.73'
h
COV'D.
BRICK
10.00'
1J.0' 19.3'
16
10.00'
BRICK
L]
WALK BRICK
30.53' OR.
23.53'
25.20' 25.20'
2.2' 1 1 1 261
ON 10' UnL ESMT
5 CONE. WALK
B•B.) S 00016 "57" E
60.00'
LOT 181
1
I REC. 112' I.R.
I NO I.O.
6W-
O 00
CO
z
LOT 218
52.56'
P.C.
REC. X CUT J v- -
IN WALK
1
tiGQp tiy 0 a
NIGHT HERON DRIVE
PRIVATE ROAD (50' R/W)
CRUSEIVWYE1R -SCOTT ASSOC, INC. .: - LAND SURVEYORS
LCGCNO LEGEND -
Pr PUT PAL. . POINT ON LUC 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
I FIELDIKON PIPE IVP. . TTPICAL
PAL • POINT ROWS, UCRVATIDIEUR
NOTES:
IA.A IRON ROD PLC. POINT OF RV EOrCOMPOUNDCA1. TTW VNOE?WWM DOGS MODO ' CODfY IMF na SURV[Y IWOM TIE SrAIA ARDS Or PAW= SET FORM BY OW nOROA BOARD Or
SCT IA.
CONCKCTC MONUMENT RAD. .RADIAL PROFESSpNAL S{NYC/CR5 AND LNPPQTS W CINP= 51-17 1LONOA AOAONEITRATM COOS PURSUANr 1D SECOON 472.027. 11ORI04 S ANCS
REC.
1/Y IR .,OIL* A396
REcOVOltO
NR NOM-RADIAL
W.P.V
W2. LOU= EMBOSSED nt SNRYEMn SIONARM AND ORM4AL RAISM SEAL. DOS SURWV YAP OR COH6 ARE NOT VALID.
PAL. POINT OF QGUMNG
WITNESS POINT
MC. • CALC LAFCD J. ORS SLOW WAS FRO RED IMU TITLE &NFO"MN FLRMWIM TO DW SIOWRIR. DOK Wr BE 07IM RESCRFCDONS
PD,c. POLITY LI CIDOIENLCNCNTC[NTCRIUC C FICE pO4lIENirr. P[RNAKENFFLOORrr. • rWS/4:D FLmR CLEVAil01
OR EiISESIDFTS INAf AREC MIS PAOP[RM.
NO YNCERCOMM UWAS0VEMEMS FMVE BEEN LOCARD UNLESS OMEAK75[ SNOWN.
NLO MAR D D[SK LSL. WILDING SETBACK LINE S• 1105 SURWY B FROMMD FOR ME SOLE BOOT OF DIOSE COMM M AND SHOULD NOT BE RELIED UPON BY ANY OMM ENRrr.. RN
CDRWM.
GHT-W-VAY
CAAS
DLL • DC/CgyRK
LL . AASC D[A111KG B. OUNMONS SHOWN MR IIE LOCATION Or OfPROVEMDOS NDKW SHOULD MO/ BE USED TO ROCONSFITWI, BOUNDWY UNES. 7. BEVDNOS: ARE BASED ASSUMED CANM AND ON ME LINE SHOWN AS BASE WAR (B.B.)
UTIL UTILITT a L1.EVARONS, W SNOWX ARE BASED ON MAY04A. DEODEM VERT" DATUM OF 10". UNLESS ODWRW= NO1ED.
arc. VDrL CHAIN LINK FCNCC
WOOD FCIICC
9. CER0IKAIE OF AUDIOM7ATIOW ML 4590.
cis CONCRETE DLM
P.C. POINT orCURVAIWC SCALE` 1 - 20 DRAWN or•••
P.T. SC. POINT Or TANGCNCV
DESCRIPTION CERTIFIED AY.• DATE OROER No.
R
ANC LO/GFN DiPnArAp•a1Aw.,tee
oa,rArwT,ram PLOT PLAN 02-20-18 1014-18DL
ct.L
DCLiOADVA
CHORDCHORD DCARK+c
NORTH
fir?'My-Y-aieuem,Pi
a"'^""0'L""""
nmumeml
FOR F90ARD -2018FDUNDAITOK/ELEVS. 05-25
NAL/ELEVS. LO—?4-2016
77]-18
7105—LS
ow.,mueaaarmm
a,b A•m,1Aea,,.••.
rnANlmr
TOM X. CRUSENYEYER. R.L.S. 1 4714
JAMES W. SCOTT, R.L.S 1 4801
THIS 9UILDINC\PROPERTY DOES NOT LIE MrHW
ME ESTABUSHED 100 YEAR FLOOD PLANE AS PER 'FIRM'
ZONE .F MAP / 12117CW90 F (09-28-07)