3887 Saltmarsh Lp - 18-1033; NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100001 DATE: February 28, 2018
0
BUILDING APPLICATION #: 18-10000160
BUILDING PERMIT NUMBER: 18-110000160 co
UNIT ADDRESS: SALTMARSH LOOP 3887 LOT 168 17-20-31-502-0000-1680
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUE: PARCEL: jSUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: STARLIGHT HOMES OF FLORIDA
ADDRESS: 1064 GREENWOOD BLVD SUITE 124 LAKE MARY FL 32746
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3887 SALTMARSH LOOP / LOT 168 / WYNDHAM
PRESERVE / SFR
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single FamilHousing 705.00 1,000 dwl unit 705.00
ROADS-COLLECTORSN/A
Single Family Housing 00 1.000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Single Family Housin 54.00 1.000 dwl unit 54.00
SCHOOLS
Family
CO -WIDE ORD
Housing 5,000.00 1.000 dwl unit 5,000.00PASTN/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
as
AMOUNT DUE 5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE DATE ABOVE, BUT NO LATER THN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY, THE REQUEST FOR REVIEW
MUST MEET THE RESUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES OVERNING 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 327711
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT,
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
CO ITYF I
RSIkN'FORD FLORIDA
Ir-
milding & Fire Prevention Division P.
O. Box 1788 Sanford,
FL 32772-1788 CERTIFICATE
OF OCCUPANCY Issue
Date Parcel
Number Property
Address Subdivision
Name Legal
Description Owner
Contractor
Application
Number Description
of'Work Construction
Type Occupancy` '
Fype Flood
Zone PERMANENT
January
17, 2019 3887
SALTMARSI-I LP SANFORD,
FL 32773 STA
R 1, 1 G fi'r 1-10 M E S STARLIGI
IT HOMES FLORIDA LL,C 13R
18-001033 BLDG
PERMIT - NEW CONNST/ALTER Approved
BUILDING
OFFICIAL VOID (,"
A"LESSSIGAT-D BYTHF 13t1'11'D1A,G OrFICIAL In
accordance with this Certificate of Occupancy, all inspections for compliance with the 5t" Edition Florida Building Code 2014 for Occupancy
and use have been performed and approved. If
the construction project was permitted and built Under the owner./builder contractor exemption of Florida Statute 489.103; refer to the state statute
regarding limitations on renting, lease or sale of this property, I
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: S
JobAddress; Historic District: Yes D No [9 Parcel
IED: 17-20-31-502-0020LA_Sk2_L_ilVyndhasrl F'r s rv Lot t Residential 12 Commercial Type
of Work: New 9 Addition El Alteration El RepairEl Demo El Change of UseEl MoveEl Description
of Work: —Construct Naw SFR Plan
Review Contact Person: Shayne Mange[ Title: Permit Coordinator Phone:
407-708-0161 —Fax: 407-647-0700 —Email: Shayne.mangel@starlighthomes.com Property
Owner Information Marne
Starlight Homes Florida, LLC Phone- 407-708-0161 Street:
1405 Old Alabama Road, Suite 200 Resident of property? No City,
State Zip: Roswell, GA 30076 Contractor
Information Name
Starlight Homes Florida, LLC/Robert billets Phone: 407-647-3700 Street:
1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City,
State Zip: _ Lake Mary, FL 32746 State License No.: CGC1522347 Architect/
Engineer Information Name:
Mulhern l ui hone: 215-646-8001 Street:
20 South Maple Street, Suite 150 Fax: City,
St, Zip. Ambler, PA - E-mail: sives@mulhernkulp.com Bonding
Company: — NA Mortgage Lender'. NA Address:
Address: WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE TFIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FENNNCING,
CONSULT WITH YOUR LENDER OR AN ATTORINEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certif,, that no work or installation has commenced
prior to the issuance of a pen -nit 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: 511 Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NIDTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma', 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 f 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 fce at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work, will
be done in compliance with all applicable laws regulating construction and zoning.
signature of Owner/Ageot
Print Owner/Agent's Name
Date Signatare off. tractor/Agent Date
Signature of'Notary' State of Honda Date
Owner/Agent is __ Personally Known to Me or
Produced ID Type of ID
Robert Willets
T111( _Contractor/Agent's -Name
Signature of Notrry-State of*,k6 M,3ng'si Date
SS
y
NOTARY PUBLIC,
11 STATE OF FLORIDA
GG1 13111
xpl 6/21 /2021
Contractor/Agent is 7laersonally Known to Me or
Produced ID ___ Type of ID
BELOW -IS FOR OFFICE USE ONLY
Permits Required: Building [2 Electrical g Mechanical N Plumbingk] Gas[:] RoofE]
Construction Type: Occupancy Use: Flood Zone: X-,":—z
Total Sq Ft of Bldg: ,7 Min. Occupancy Load: 4 9 of Stories:
New Construction: Electric ® N of Amps_,/,Plumbing - # of Fixtures_Z- 7
Fire Sprinkler Permit: Yes El No Er # of" I -leads
JAPPROVALS: ZONING.
A
1,jJ11-J'FIES: ENG
IN] -A 5-`, FIRE: ERING: 0 COMMENTS:
Ok to construct single family home with
setbacks and impervious area shown
on plan. o &
4), Fire
Alarm Permit: Yes [] No SJ WASTE
WATER BUIIJANG:
25;q_,,q_,A_ Revised:
June 30,2015 Permit Npplicatmn
THIS INSTRUMENT PREPARED BY: fivyNJ C-'
Name: Start, ht Nomes Florida, LLC
Address: _ t — of end Sou ulte 1 4
NOTICE OF COMMENCEMENI
EI2L
1111111111111111111111111111111111111111
GR, 0 L Mi'il tiYt 5ENIHOLE CgiJKr
CLERK GF cJRCU1T C IRT & COMPTROLLER
13,K 907? Fps 205 (LF9 s)
REC;ORDER 02/21t'2018 11:55:21 ALL
hEt;Gltll l? BY htar:,vof'r
State of Florida
county of Seminole
Parcel le) Number: i 7R20-31 -"Q2a00Q0- (Z '76 0
permit Number:
The undersigned hereby gives notice that improvement Witt be made to certain real property, and In accordance withChapter713, Florida Statutes, the fcllawing information is provided in this Notice of Commencement.
GENERAL, DESCRIPTION OF IMPROVEMENT:
Construct New SFR
OWNER INFORMATION:
Name: Starll ht Homes Florida, L.L CAddress: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076
Fee Simple Title bolder (if other than owner) Name: NA
CONTRACTOR:
Name: Starlight Homes Florida, LLC
Address: 1064 greenwood =lvd Stllte 124, Lake Nla , FL 32746
as provided
persons it
by thea
State of Fl (rlda}
Plctrid$ Statutes
ner upon whom notice c r ether documents may be served
Name: NA
Address: NA of
in addition to himself, owner Designates To receive a copy of the t_ienor's Notice as Provided in
Section 713.130)(b), Florida Statutes. Expiration Date of Notice of Commencement (The exp"tratlon date Is 1 year from date of recording unless a
0=1
is specified) *
WN F' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF 1ENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, ULT
IN od
ME MENT MUST BE RECORDED AND POSTEED UR
PAYING TWICE FOR IONRTHEE JOB SET MENTS
Q B ORE THEF€RST lF
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY M9NCtNGWORKOftRECORDINGYOURNOTICEofCONMENCEIVIENT. Un
or nahles of penury, I declare that I have rend the foregoing and that the facts stated In It are true t
th of knowledge and belief. owner'
s printed Name ovmees
signature' FloridaStatute713.13(1j(g}: "The other musk sign the notice of comme» cement and no one else may be permitted to sign in Ills or her stood:' State
of County of -se l day
of 0
The
foregoing Instrument was nowledgod before me this Y Who
Is persona known to me by
ile
Name
of parson making statrment OR
who has produced Identification type of Identification produced: k
Shayne
Mangel NOTARY
f UBLIC 't STATE
OF FLORIDA Natary Signatisre Comm#
GG113111 F-
Vlres 13121/202.1
GwwfflwMijosaym
Permit 9
BUILDING PERMIT
IN in Max Inspection Desc!2titan 10-
Foundation/Forrnboard Survey 10
Slab 20
Lintel 30
Sheathing — Roof 30
Sheathing — Walls 4-
0 Roof Dry In 50
Frame 50
1000 Roof Final 60
Insulation 70--
Drywall 70
1000 Final Insulation 1000
Final Single Family Res ener, Q1
1, 4z+--1 'D--A FNV
Inspection
Description Plumbing'
Underground Plumbing
Tubset EME
Plumbing Sewer ffPlumbinaFinalON,
echanical Rough IMMM-
M- W
City of Sanford
Planning and Development Services
77— Engineering — Floodplain ManagemeW
Flood Zone Determination Request Form
Name: Shayne Mangel Firm: Starlight Home Florida LLC
Address: 1064 Greenwood Blvd Suite 124
City: Lake Mary State: FL Zip Code: 32746
Phone: 407-647-3700 Fax. 407-647-0700 Email: shayne.mangel@starlighthomes.com
Property Address: 3887 Saltmarsh Loop
Property Owner: Starlight Homes Florida, LLC
Parcel identification Number: 17-20-31-502-0000-1680
Phone Number: 407.6473700 Email:
The reason for the flood plain determination is:
W New structure 0 Existing Structure (pre-2007 FIRM adoption)
E] Expansion/Addition ] Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BEE
Post 2007 FIRM adoption = finished floor elevation 24" above BEE (Ordinance 4360)
7
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:
El The parcel is in the: 0 floodplain Ofloodway
A portion of the parcel is in the:EJ floodplain El floodway
The parcel is not in the: Wfloodplain Ofloodway
El The structure is in the: [:Jfloodplain E]floodway
0 The structure is not in the: E] floodplain E] floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
BP# 18-1033
Reviewed by: Michael Cash, CFM Date: March 1, 2018
CITY OF SANFORD
FEB 1a BUILDING & FIRE PREVENTION
PERMIT APPLICATtON
Application No:
Documented Construction Value:
Job Address: o Historic District: YesEl No 9
Parcel ID, 17-20-31-502-0222:11,_e m F're erne Lot lt.. ` Residential 2 CommercialEl
Type of Work: New 0 Addition El Alteration El RepairemoEl Change of Use MoveEl Description
of Work: Construct New SFR Plan
Review Contact Person: Shayne Mangel Title:_Permit Coordinator :t
ig om Phone: 407-708-0161 Fax: 407-647-0700 Email: Shayne.mangel@starlighthomesco Property
Owner Information Name
Starlight Homes Florida, LLC Phone: 407-708-0161 Street:
1405 Old Alabama Road, Suite 200 Resident of property? > No City,
State Zip: _Roswell, GA 3 0076 Contractor
Information Name
Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street:
1064 Greenwood Blvd, Suite 124 Fax: 407-647-0700 City,
State Zip: Lake Mary, FL 32746 State License No.: CGC1522347 Arch
itectlEng inner Information Name:
Mulhern & Kul- Phone: 215-646-8001 Street:
20 South Maple Street, Suite 150 Fax: City,
St, Zip: Ambler, PA. E-mail: sives@mulhemkulp.com Bonding
Company: 22 Mortgage Lender. me WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE Ll 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. 511 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, ofthis 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 t 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.
Sign ature of Owner/Agent Date Signature of IrclorlAggent Date
Robert Willets
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID _ Type of ID
Signature of Notary -State oUW4 tv9angel ~
Wm
Date
NOTARY PUBLIC
STATE OF FLORIDA
Comm# GGI 13111
Expi s 6121/2021
Contractor/Agent is Personally Known to Me or
Produced ID _ Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [] Electrical [] Mechanical [] PlumbingE] Gas] RoofE]
Construction Type: Occupancy Use: VJfflMFA-T=
Total Sq Ft of Bldg:_ — Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures__
Fire Sprinkler -Permit:- Yes E]- NoE]-- - #-oHeads-__ -- -- -- FireAlarm Permit: ----Yes 0 No-0----
9
APPROVALS: ZONING: UTILITIES: 46 -/ WASTE WATER:
ENGINEERING: FIRE: BUILDING: —
COMMENTS:
Revised: June 30,2015 Permit Application
J117k -IrlMR,1 Application for Paved Driveway, Sidewalk or
This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the
City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or •
sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a
driveway, walkway or landscape improvements within the city right-of-way- It does not approve any work within any other
jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know, wms below,
size and location of the existing right--of-way and use shall be provided or application could be delayed. Call before you dig,
3
1-1 ICZ, , %
1. Project Location/Address: V'6
2. Proposed Activity: Driveway OX Walkway E] Other:
3, Schedule of Work: Start Date Completion Date Emergency Repairs
4. Brief Description of Work: Construction Of New SFR
This application is submitted by:
Property Owner,/
Signature: 7' Print Name:
Address: 1064 Gre n w oodBlvd Suite 124, Lake Mary, FL 32746
Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.mangel@,,tadighthomes'com Date-, , 0-0 -1 q
Maintenance Responsibillities/1 ndemnifi cation
The Requester, 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. Requester may, with written City authorization,
remove said installation/improvement fully restoring the right-of-way to its previous condition- In the event that any future construction of roadways,
utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall
remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requester 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 Requester's expense and, if necessary, file a lien on the
Requester's property to recover costs of restoration
To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ-
ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, sufts, 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 hav7) r, a an'd-7derstand 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 407.688,50130 24 hours in advance to schedule a pro -pour inspection.
Pre -pour Inspection by: Date:
Application No,
Reviewed:
Public Works
Utilities
Approved:
Engineering :EAZ
Site Inspected by:
Special Permit Conditions:
Official Use Onf Fee:
Date: WM
Date:
Date:
5 _Z16 November
2015 ROW Use Drweway.pdf
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: Amy Lacey, }avid Lacey, Amanda Smythe
an agent of- Starlight Homes Florida, LLC
Narne 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:
Street dress)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Robert Willets
State License Number: CGC1522347
Signature of License Holder:
STATE OF FLORIDA
COUN'ry OF Seminole
The fi egoing instrument was acknowledged before me this _t5clay of0 K _( )Lfl) Q _ tj 200--K, by Robert Willets who is 1511ersonally known to
me or o who has produced as identification
and who did (did not) take an oath, Signature
4hayne
mangei <_
J
Ix NTARYPUBLICSTATE
OF FLORIDA Print or" t e name Comm#
GG113111 r
cEl Expires 6/2112021 Notary Public -State of Commission
No. J ,
MExpires: y CommissionRev. 08.
12)
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole Count-v, Winter Springs
Date:
Project Narnc:(JJ\ y V(-n erg' ..-Project Address: _) 4 k q
Building permit #: Electrical permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
I. This Tug/Pre-power application is valid only for one -and two-family dwellings,
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical set -vice
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages front the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the
L'
attorneys fees,
jurisdiction from all such damages and costs, including
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector,
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AIIJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval,
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCl outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
p- t e of 0""" _r
e"'ant
S37in=au, 'c4o v—ner."T—enarni
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
Robert ill
Print Nat , ot'Gen S;rtractor
Signature ot'Gen. Contractor
CGC 1522347
Gen. Contractor License #
0ft & V5h'-,krC0k_
Print Narric of El. Contractor
C?9_nature of El. Contractor
El. Contractor License 9
CALLED INTO: o Progress Energy o Florida Power and Light on _/
Rev. 02/10(15)
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation ® Residential Performance Method
Project Name: Lot 168 - 2121 UL Builder Name: Starlight Homes
Street: 3887 Saltmarsh Loop Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner:
1, 8 0Jurisdiction:
Design Location: FL, Sanfor County:: elm i n "oe lorida Climate Zone 2
1. New construction or existing New (From Plans) 9. Wall Types (2379,3 sqft.)
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=110 1236,00 ftz
b, Concrete Block - Int Insul, Exterior R=4,1 912.33 ftz
1 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 3.0 231,00 it'
4. Number of Bedrooms 4 d, N/A R= ftz
10. Ceiling Types (1264.0 sclft) Insulation Area
5, Is this a worst case? Na a. Under Attic (Vented) R=30-0 1264.00 ftz
6. Conditioned floor area above grade (ftz) 2121 b. N/A R-- ftz
Conditioned floor area below grade (111) 0
c. NIA R= ftz
11. Ducts R ftz
7. Windows(191.4 sqft.) Description Area a, Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424,2
a. U-Factor: Dal, U=0.34 150.42 ftz
SHGC: SHGC=0.26
lb. U-Factor: Dbl, U=0.58 41.00 ftz 12. Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25 a. Central Unit 36.0 SEER:14.00
c, U-Factor: N/A ftz
SHGC: 13, Heating systems kBtufhr Efficiency
d. U-Factor: N/A ftz a, Electric Heat Pump 36.0 HSPF:8,20
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.258 14. Hot water systems
8- Floor Types (1264.0 sclft.) Insulation Area
a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R-0,0 853,00 112 b. Conservation features
EF: 0.950
b, Floor over Garage R=19.0 411.00 ftz None
c. N/A R= ftz 15. Credits Pstat
Glass/Floor Area: 0,090
Total Proposed Modified Loads: 61.27 PASSTotalBaselineLoads: 63,99
11AE S7, I hereby certify that the plans and specifications covered by Review of the plans and *Wol
9 61
this calculation are in compliance with the Florida Energy specifications covered by this 1 A
4N
Code. Calculation indicates compliance ,
Mi! ppim'' with the Florida Energy Code. 0
ey
eNn7Q PREPAREDLY
Before construction is completed DATE: .... .... -------
this building will be inspected for compliance
with Section 553,908 Florida
Statutes. Iherebycertifythatthisbuilding, as designed, is in compliance with
the Florida Ener de. o0,13 WE I I\l
a OWNER/AGEBUILDINGOFFICIAL: DATE ---- — ---- DATE: Compliance
requires certification
by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed
in accordance with R403.3.2.1 . Compliance requires an
Air Barrier and Insulation Inspection Checklist in accordance with R402.4.11 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 {fin 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 Qn for whole house. 1/22/2018
8:55 AM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5
FORM R405-2017
PROJECT
Title: Lot 168 - 2121 UL Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 2121 Lot # 168
Owner Name: Total Stories: 2 Block/Subdivision: Wyndham
of Units: 1 Worst Case: No PlatBook:
Builder Name: Starlight Homes Rotate Angle: 0 Street: 3887 Saltmarsh Loop
Permit Office: Seminole County Cross Ventilation: No County: Seminole
Jurisdiction: Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
if Design Location TMY Site 97.5 % 2,5% Winter Summer Degree Days Moisture Range
FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2121 18203.7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Floor 1 853 7932.9 Yes 5 0 1 Yes Yes Yes
2 Floor 2 1268 10270,8 No 0 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Floor 1 97.8 If 0 853 ft' 0 0 1
2 Floor over Garage Floor 2 ---- ---- 411 W 19 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Ernitt Deck Pitch
Type Materials Area Area Color Absor, Tested Tested Insul. deg)
1 Hip Composition shingles 1414 ft' 0 W Medium 0.6 N 0,5 No 0 26.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1264 ft2 N N
1/22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Framing Frac 'Truss Type
1 Under Attic (Vented) Floor 2 30 Blown 1264 ft' 0.1 Wood
WALLS
Adjacent Cavity Width Height Sheathing Framing Solar Below
Ornt Space R-Value-,.-Eraction--Absor--GTade%-- 1
E Exterior Frame - Wood Floor 2 13 49 3 8 0 394,0 11:2 0 0.25 0,6 0 2
E Exterior Concrete Block - Int Insul Floor 1 4.1 33 3 9 4 310.3 ft' 0 0 0.6 0 3
S Exterior Frame - Wood Floor 2 13 28 0 8 0 224-0 fill 0 0.25 0.6 0 4
S Exterior Concrete Block - Int Insul Floor 1 4.1 7 9 9 4 72,3 ft' 0 0 0,6 0 5
W Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft' 0 0,25 0.6 0 6
W Exterior Concrete Block - Int Insul Floor 1 4.1 28 9 9 4 268.3 ft' 0 0 0,6 0 7
N Exterior Frame - Wood Floor 2 13 28 0 8 0 224,0 ft' 0 0,25 0.6 0 8
N Exterior Concrete Block - Int Insul Floor 1 41 28 0 9 4 261.3 fill 0 0 0-6 0 9
S Garage Frame - Wood Floor 1 13 24 9 9 4 231.0 ft' 0 0.25 0.01 0 DOORS
7-
Ornt Door Type Space Storms U-Value Width Height Area FtIn
Ft In 1
S Wood Floor 1 None 39 3 6 8 20 W 2
S Wood Floor I None 39 2 8 6 8 17.8 ft' WINDOWS
Orientation
shown is the entered. Proposed orientation. Wall
Overhang V/
Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1
E 1 None Low-E Double Yes 0,34 0r26 N 15,0 ft' 1 ft 0 in 1 ft 0 in None None 2
S 3 None Low-E Double Yes 0.34 0,26 N 15,0 ft' 1 ft 0 in 1 ft 0 in None None 3
S 3 None Low-E Double Yes 034 0,26 N 30,0 ft' 1 If 0 in 3 ft 0 in None None 4
S 3 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 5 If 0 in None None 5
W 5 None Low-E Double Yes 0,34 0,26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 6
N 7 None Low-E Double Yes 0,34 0.26 N 30.0 ftl 1 If 0 in 1 ft 0 in None None 7
N 8 Wood Double (Clear) Yes 0,58 0.25 N 41,0 ft' 1 ft 0 in 11 ft 0 in None None 8
N 8 None Low-E Double Yes 0.34 0,26 N 15.0 ft' 1 ft 0 in 11 ft 0 in None None 9
N 8 None Low-E Double Yes 0,34 0.26 N 15.4 ft' 1 ft 0 in 11 ft 0 in None None GARAGE
Floor
Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1
411 ftz 411 ft2 64 ft 9.3 ft 0 1/
22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 Section R405.4,1 Compliant Software Page 3 of 5
FORM R405-2017
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000382 2123.8 116.59 219.27 .3431 7
HEATING Y TEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.7 1 sys#1
HOT WATER SYSTEM
System Type Subtype Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cent # Company Name System Model # Collector Model # Area Volume FEF
None None ftz
DUCTS
Supply ____ A_ Return --.-- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT CUT ON RLF Heat Cool
1 Attic 6 424.2 ft Floor 2 106.05 Prop. Leak Free Floor 2 --- cfm 63.6 cfm 0.03 0.50 1 1
TEMPERATURE
Programable Thermostat; Y Ceiling Fans:
Coolie Jan Feb Mae A r Ma Jun X Jul X Au X Se C ct Nov jDecHeatingXJanXFebMarXjAprIXjMay XjJun Jul Aug Sep tOct X NouX] Dec
Venfin Jan Feb X Mar Apr May Jun Jul Au Se X Oct X Nov j Dec
1/22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
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
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 73 0 0 1 - Electric Heat Pump I - Central Unit
1/22/2018 8:55 AM EnergyGauge(D USA - FiaRes2017 Section R405,4,1 Compliant Software Page 5 of 5
FORM R405-2017
WI If !61,11 !l 1J,!* fill J! 11
DISPLAY CARD
3887 Saltmarsh Loop, Sanford, FL, 32773
1. New construction or existing New (From Plans) 9, Wall Types Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=1 3,0 1236.00 ft2
b. Concrete Block - Int Insul, Exterior R=41 912,33 ft2
3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13,0 231.00 ft2
4. Number of Bedrooms 4 d. NIA R= ft2
10. Ceiling Types Insulation Area
5, Is this a worst case? No a. Under Attic (Vented) R=30.0 1264.00 ft2
6. Conditioned floor area (ft2) 2121 b. N/A R= ft2
7, Windows— Description Area
c. N/A R= ft2
a. U-Factor: Dbl, U=0,34 150.42 ft2
Ducts11.
a. Sup: Attic, Ret: Floor 2, AH: Floor 2
R ft2
6 424.2
SHGC: SHGC=0.26
b, U-Factor: Dbl, U=0.58 41,00 ft2
SHGC: SHGC=0.25 12. Cooling systems kStulhr Efficiency
c. U-Factor: N/A ft2 a. Central Unit 36.0 SEER:14,00
SHGC:
d. U-Factor: N/A ftz
13. Heating systems kBtu/hr EfficiencySHGC:
a. Electric Heat Pump 36,0 HSPF:8,20
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0-258
8. Floor Types Insulation Area 14. Hot water systems
Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 853.00 ft2 a, Electric
EF: 0.95
b. Floor over Garage R=19.0 411,00 ft'
c- N/A R= ft2
b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building x
14 E S z",
Construction through the above energy saving features which will be installed (or exceeded) 46eo
in this home before final inspection. Otherwise, a new EPL Display Card will be completed 4 1
based on installed Code compliant features.
Builder Signature: nv Date:
Address of New Home: '\I 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.
1/22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 - Section R405A.1 Compliant Software Page 1 of 1
1, 1121 i i i 11 1 INIINFUM119M
TABLE 402.41.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 168 - 2121 UL Builder Name: Starlight Homes
Street: 3887 Saltmarsh Loop Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Sanford
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 attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed,
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation. maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls.
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned s ace 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 spa c 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.
E lectrica lip hone 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
La, In -addition, Inspectionoflog walls shall be in accordance with the provisions efICC-400 1/
22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot 168 - 2121 UL Builder Name: Starlight Homes
Street: 3887 Saltmarsh Loop Permit office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Cond. Floor Area:: 2121 sq,ft. Cond. Volume: 18204 cu ft.
Envelope Leakage Test Results Leakage Characteristics
Regression Data:
C: n: R
Single or Multi Point Test Data Required ACH(50) from
HOUSE PRESSURE FLOW: FORM R405-2017:
1 Pa cfm
i 2 Pa 1 cfm Tested ACH(50)
3 Pa cfm
Tested leakage must be less than or equal to the
4 Pa cfm required ACH(50) shown on Form R405-2017 for
Pa cfm this building. If the tested ACH(50) is less than 35
the building must have a mechanical ventilation
6 Pa cfm system.
R402,4.1.2 Testing, The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals)- Testing shall be conducted by
either individuals as defined in Section 553,993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489. 1 05(3)(f), (g), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures:
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
sfll G
PRINTED NAME:
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 third party conducting the test
and provided to the code official.
VIIAE ST40
4
01)
1/22/2018 8:55 AM EnergyGaLrge@ USA - FlaRes2017 - Section R405.4-1 Compliant Software Page 1 of 1
FORM R405-2017 Duct Leakage Test Report Performance Method
M] 1,11,4111"Iew"
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Lot 168 - 2121 UL Builder Name: Starlight Homes
Street: 3887 Saltmarsh Loop Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Duct Test Time: Post Construction
Required Duct Leakage from Qn,Out)
FORMR405-2017
Duct Leakage Test Results
CFM25 Duct Leakage Test Values
Line i System Outside Duct Leakage
CFM25(Out)
2 System 2 CFM25(Out)
3 System 3 CFM25(Out)
4 System 4 CFM25(Out)
T
5 System 5 CFM25(Out)
Tested I Sum lines 1-5
Total 2121
I Divide byHouseDuct
Total Conditioned Floor Area)
System
Qn,Out)*
Tested Qn (Out) must be less than or equal to the required Qn (Out),
I certify the tested duct leakage to outside, Qn,
is less than or equal to the proposed duct
leakage Qn specified on FORM R405-2017,
PRINTED NAME: Test Rater
DATE:
1/22/2018
Duct tightness shall be verified by
testing to 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),
9), or (i), Florida Statutes,
13
IAE S T
0
ok
FQD
1/22/2018 8:56 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1
wrightsoW Project Summary
Entire House
Energy Air, Inc
m1Energy Air, CA, Orlando, pLo28/nPhone *m-8a*uoy anail m*onnor@enernmjrwmWeb. xwAmanemyairmm Lot V68-2121
UL.Starlight Homes 3887SeUmarah Loop, Sanford,
FL32773 Weather: Orlando Executive
AP, FL, US Job: mtangm-Wyndxam
Date: 4n8u017 By:
Plan: 1oucS
Winter
Design CondUdons
Summer Design Conditions Outside db 44 °
F Outside db 93 ^F Inside db 68 °
F Inside db 75 ,F Design TD 24 "
F Design TO 18 °F Deily range L
Relative humidity GD
96 Moisture difference 44
gr/lb Heating Summary Structure
13898 Btuh
Ducts 2093 Btuh
Central vent (73cfm)
1901 Btuh Outside air Humidification
O Btuh
piping O Btuh
Equipment load 17692
Btuh Infiltration Method Simplified
Construction
quality Semi -
tight Fireplaces 0 Heat?
g Cwm|
in A(ft2214l 214
Vu|ume(ft') 18223
18223 Air changes/hour 0,
22 011 Equiv. /VF(cfm) 67
33 Heating Equipment Summary Make
Carrier Trade CARRIER
AIR CONDITIONING
Model CH14NBO360000B AHRInaf 8068612
Efficiency Heating
input Heating
output
Temperature rise
Actual air
flow Air
flow factor Static
pressure Space thermostat
Capacity balance
point =28,
F oNamm 33800 Btuh @47°
F
29 F 1070 cfm
O 068
cfm/EUuh
U 50 in H2O
Structure 17437 Btuh DuCto
3357 Btuh Central
vent (73ufm) 1405
Btuh Outside air Blower O
Btuh Use
manufacturer's data
y Rate/mmingmu Her Equipmen\
aenaib|*|oad 1.
00 22199 Btuh
Latent Cooling
Equipment Load
Sizing Structure 1989 Btuh Ducts
385 Btu Central
vent (73ofm) 2158
Btuh Outside air Equipment latent
load 4532
Btuh Equipment Total Load (Sem+
Lat) 26731 Btuh Req. total capacity o10.
7O SHR 2 8 ton Make Carrier Trade CARRIER
AIR CONDITIONING
Cond CH14NB03600088 Coil FB4CNP038L
AHR|ref
8068612 Efficiency
117 EER, 14SEER
Sensible cooling 23100 Btuh
Latent cooling 9800 Btuh
Total cooling 23000 Btuh
Actual air flow 1070
ofm Air flow factor 0.
051 cfm/Btuh Static pressure 0.50
in H20 Load sensible heat ratio
083 Input =5kW, Output =1781OBtuh,
1OOAFUE Bomlitalic values have been manually
overridden Calculations approved by ACCAto meet
all requirements of Mana|J 8th Ed 1oaa ec oo19 r" mw L
n m'ovu unwemm/
zo/r ro can000zuom Pao. 1 spe"m"\wynuoompnpewe"ux16m 2121uL.mp oaw~
wun Front Door faces o
Manual S Compliance Report Job: Starlight -Wyndham
wriDate: 4/1812017 Entire
House By: Energy
Air, Inc Plan:
1802 S 5401
Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GReiiner@energyair.com Web www.energyair.com Nr
Outdoor design
DB: 92.6°F Outdoor design
WB: 75.9'F Indoor design
DB: 75.0'1` Indoor RH:
50% Lot 168 -
2121 UL, Starlight Homes 3887 Saltmarsh
Loop, Sanford, FL 32773 Sensible gain:
22199 Btuh Latent gain:
4532 Btuh Total gain:
26731 Btuh Estimated airflow:
1070 cfm Manufacturer: Carrier
Model: CH14NB0360000B+FB4CNP036L Actual airflow:
1070 cfm Sensible capacity:
23961 Btuh 108% of load Latent capacity:
6713 Btuh 148% of load Total capacity:
30674 Btuh 115% of load SHR: 78% Design Conditions
Outdoor design
DB: 44.2°F Heat loss: 17692 Btuh Indoor design
DB'. 68.0°F ommmamnsummilawmil Manufacturer:
Carrier
Model: CH14NB0360000B+FB4CNP036L Actual airflow:
1070 cfm Output capacity:
33800 Btuh 191% of load Supplemental heat
required-, 0 Btuh Backup equipment
type: Elec strip Manufacturer: Model:
Actual airflow:
1070 cfm Output capacity:
5,2 kW 100% of load Temp. rise: 50 'F Meets all
requirements of ACCA Manual S. Entering coil
DB: 76.9°F Entering coil
WB: 63.9°F Entering coil
DB: 66.2°F Capacity balance:
28 'F Economic balance:-
99 'F 2018-Jan-
22 08:55:19 wrightSOft R,
ght-SuiteS Universal 2017 17,0,28 RSU02534 Page 1 XCN ... Specific\
W),,ndharn PreserveiLot 168 - 2121 UL.rup Colo = MJ8 Front Door faces: S
wrightsoft, Duct System Summary
Entire House
Energy Air, Inc
5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyaircorn Web: vAm.energyaiccorn
For: Lot 168 - 2121 UL, Starlight Homes
3887 Saltmarsh Loop, Sanford, FL 32773
Job: Starlight -Wyndham
Date: 4/18/2017
By:
Plan: 1802 S
Heating Cooling
External static pressure 0.50 in H2O 0,50 in H2O
Pressure losses O.22 in H2O 0.22 in H2O
Available static pressure O.28 in H2O 0,28 in H2O
Supply / return available pressure 0140 / 0,140 in H2O OA40 / OA40 in H2O
Lowest friction rate 0.141 in/1 00ft 0141 in/1 00ft
Actual air flow 1070 cfm 1070 cfm
Total effective length (TEL) 199 ft
Design Htg Clg Design Liam H x W Duct Actual Ftg.Eqv
Name Btuh) cfm) cfm) FIR in) in) Mafl L n (ft) L n (ft) Trunk
Fam/Din!Kit h 2144 145 108 0.141 0 OX0 VlFx 49.0 150,0 st6
Fam"Din/Kil-A h 2144 145 108 0141 8.0 OX0 VlFx 33.3 165.O sty
Farn/Din/Kit-B h 2144 145 108 0.161 7.O OX0 VlFx 34.0 140.0 st6
Fam/Din/Kit-C h 2144 145 108 0.142 8.0 OX0 VlFx 31.9 165.O st5
bath2 h 480 33 27 0185 4,0 OX0 VlFx 26.5 125,0 st2
bedroom 2 C 1923 42 99 0.332 6,0 OX0 VlFx 4.3 80.0
bedroom 3 C 1566 75 81 0.306 5.0 OX0 VlFx 11.5 80.0
bedroom 4 h 1348 91 79 0.195 6.O OX0 VlFx 23,7 120.0 st2
c 13.-A h 194 13 10 0.194 4.O OX0 VlFx 24,2 1210 st2
Indy c 729 7 38 0,198 4,0 OX0 VlFx 21.2 120,0 st2
loft c 1782 41 92 0.334 6.0 OX0 VlFx 8,9 75.O
m, bath h 598 41 33 0.196 4.0 OX0 VlFx 17,8 125.0 st3
m, bedroom c 2291 88 118 0.199 7.0 OX0 VlFx 15,7 125.O st3
prity-A h 250 17 12 0.146 4.0 OX0 VlFx 31.2 160.0 st6
pvAr-A c 235 0 12 0.149 4.0 OX0 VlFx 38.2 150.0 st6
We c 253 12 13 0.197 4.O OX0 VlFx 17.5 125.0 st3
wc4 h 433 29 25 0.182 40 OX0 VlFx 28.6 125.0 st2
Boldlitalic values have been manually overridden
2018-Jan-22 08 55 19
wrightSOft Right-SurleO Universal 2017 17.0.28 RSU02534 Page 1
yC CA ... SpecificMyndharn Preserve\Lot 168 - 2121 UL,r,,jp Calc = MJS Front Door faces S
Trunk Htg Cig Design Veloc Liam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
sty Peak AVF 291 216 0.141 533 10.0 0 x 0 VinIFIx stl
stl Peak AVF 291 216 0141 533 10.0 0 x 0 VinIFIx
st6 Peak AVF 307 240 0.141 307 6.0 12 x 12 RectFbg st4
st2 Peak AVF 173 178 0.182 510 8.0 0 x 0 VinIFIx
st3 Peak AVF 141 164 0,196 471 8.0 0 x 0 VinIFIx
st4 Peak AVF 307 240 0.141 564
1
10.0 1 0 x 0 VinIFIx
Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk
rbl OX0 1070 1070 0 0 0 0 Ox 0 VlFx
Boldlitalic values have been manually overridden
wrightSOft Right-SuiteS Universal 2017 1TO.28 RSU02534
CCK ... Spec fic\Wyndham Preserve\Lot 168 - 2121 UL,rup Calc = MJ8 Front Door faces S
2018-Jan-22 08 55:19
Page 2
N
Job #: Starlight ® Wyndham
Performed for:
Lot 168 - 2121 UL
3887 SaIrmarsh Loop
Sanford, FL 32773
MIUMMMIL
INMENOM
5401 Energy Air, Ct
Orlando, FL 32810
Phone: 407-886-3729
www.energyair.com GRenner@energyair.com
Scale" 1/8" = VC)"
Page 2
Right -Suited Universal 2017
1 7.0.28 RSU02534
2018-Jan-22 08:55:28
rn Preserve\Lot 168 - 2121 UL,rup
3
2( 2 Of 6 CW
CI
U
CA
DIMENSION NOTE:
Proposed building dimensions
shown hereon are of the exterior,
WYNDHAM PRESERVE
LOT 168
PB 81, PG 93)
Building Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida,
Front 25'
Rear = 20'
Side 7.5'
Side Street = 25'
LOT AREA CALCULATIONS
LOT 6,576 SQ.FT,
LIVING AREA= 853 SQFT.
GARAGE 411 SQ.FT.
ENTRY 44 SQFT.
DRIVEWAY 403 SQ.FT.
PATIO 100 SQ.FT.
WALKWAY 88 SQFT.
A/C PAD 9 SQFT,
IMPERVIOUS= 29.0 %
SOD 4,668 SQ.Fl`
R/W 4,498 SQ.FT.
APRON 113 SQ.FT.
SIDEWALK 821 SOYT.
SOD 915 SQ.FT.
TOTAL AREA
r1rU_14 SQ.
DRIVEWAY = 516 SQ,FT
SIDEWALK = 909 SQ.FT
SOD 5,583 SQYT
WYNDHAM PRESERVE - LOT 168
PLOT PLAN
25.0'
10
0
N
Ld
V)
ca
0 CXZM
N
zW
W _J 0
W 0013,
Tc"? 1")b -
A
J_
L4 I's,
Ok tO construct single family home
with setbacks and impervious area
shownciriplan.
Z 12- 1 -D i S C 0 VIC" - L)
BUILDING LAYOUT NOTE:
v'qu'&;'L
LEGUND:ADUSSD—Access/Drainage/Utilities/Sidewalk_insedsiness
BFP —Backflow Preventer 4SIght Distance Easement
S Survey PRM —Permanent Ref. Monument
R —ReportedP.,t . d PCP —Permanent Control PointDI — Description FP&L —Florida Power & Light
P —Plat FFE —Finish Floor Elevation
D.B. —Deed Book N9 —Water Meter
OA, — Official Records Book D< —Water Valve
P.B. —Plot Book r—Fire Hydrant
Pg. —Page RCM ®Reclaimed Water Meter
Elev. — Elevation RCX—Reclaimed Water Valve
Cone. — Concrete M —Cable Box
BP —Brick Paver M —Telephone Box
SW —Sidewalk El —Electric Box
FFE—Finished Floor Elevation 0 —Utility Pole
C —Curb Inlet Guy Pole
GT —Grate Top Inlet 9—Light Pole
P.U.E.—Public Utility Easement F-- —Guy Anchor
RCP —Reinforced Conc. Pipe OU--Overhead Utilities
PVC —Polyvinyl Chloride D—Storm Sewer Manhole
NCS—No Corner Set (Falls in Water) O—Sanitary Sewer Manhole
SF —Square Feet CHHo —Electric HandhQle
D.U.E. —Drainage/Utility Easement COO —Clean Out
FMCD—MAG NAIL & DISK 1CV>1— Irrigation Control Valve
P.K. —Parker Kalon Nail Sign
SIR —Set 1/2" Iron Rod LB7768 W[><—cote Water Valve
SPKD —Set P.K. & Disk LB7768 P—Gas MeterMR —Found 1/2" Iron Rod L87768 11 , —Existing Grade
FIP—Found 1/2" Iron Pipe LB7768 CI —Blow —off Valve
FPKD—Found P.K. Nail & Disk LB7768 —*---Drainage Flow Direction
FCM—Found 4"x4" Concrete 1 — Proposed Design Grade
Monument PR B77 As—Built/Existin Grad
Nate; Sarne items in above Ie,effirmiTv not be 130picable
R14CVIISIONS
Description Date DwFCk'Ld P.C. Order No'
REVISED GARAGE 27—18 i 7P J DJD L
REVISED SETBACK 4-03-18 MTP JDLJDL
I
I%,
E'14
X
LOT 167
N89 040'51 "E 61.00'
N
M
LOT 168
AREA =
6,576 S.F.
U1
1 M
A/C
0PAD
15Z
28.0
PROPOSED
2STORY
RESIDENCE
3887 SALTMARSH
LOOP
1`0
a;
2121 DISCOVER '
ELEVATION - U
3
GARAGE - RIGHT
X-M
L
L
M
IN,
FEE= 30.3
ft
Q11
0
u:i PROPOSED
CONC WALK
20.7
7 EV
2' CONC CURB
Cr EDGE OF PAVEMENT
40'51 " W 555.98'
PCp
CENTER
SALTMARSH LOOP LINE 50'
RIGHT—OF—WAY PRIVATE
ROAD) ASPHALT
PAVEMENT 10'
UTILITY EASEMENT (
P) C
PCP
CURVE
DATA TABLE NO.
RADIUS DELTA ARC CHORD BEARING C1
25.00' 090'00'00" 39.27' 35.36' N 45'19'09" W C2
50,00' 090'00'00" 78.54' 70.7 I' S 45'19'09" E SURVEYOR'
S NOTES: 1 '
Current title information on the subject property had not been
furnished to GeoPoint Surveying, Inc. at the time of this plot
plan. 2.
Roads, walks, and other similar items shown hereon were taken
from engineering plans and are subject to survey. 3.
Elevations shown hereon are in feet and are referenced to the
NAT10NAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29), 4.
Proposed grades & finished floor elevations shown hereon are
from the construction plan for "WYNDHAM PRESERVE", City
of Sanford Seminole County, Florida, 5This
Plot Plan is subject to matters shown on the construction plans
for "WYNDHAM PRESERVE*, City of Sanford Seminole
County, Florida, 6. Proposed
information shown based on proposed/ supplied plan
and/or instructions per client (not field verified) Ly
PREPARED
FOR:
FLOOD ZONE:
The property
shown hereon is on the Federal Emergency Management
Agency's Flood insurance Rate Map
Panel Number J2J2ZQ—Q7Q5E, in Flood Zone 'X"
DESCRIPTION: LOT
168, according to the plat of "WYNDHAM
PRESERVE", as recorded in Plat Book
81, Page 93 Public records of Seminole County,
Florida 555 Vvinderley
Place, Suite 109 Maitland, FL
32751 Phone: (321)
270-0440 Fax: (813)
248-2266 Licensed Business
No, LB 7768 GeoPoin Surveying,
I
n c. am SEC.
17 -
TWN20 S- RNG, 31 E.
L ------------- J M
Starlight I lorries
2121 Discover\
LOAD CALLJ TA flON
December 12, 2017
I. 11VACLOADS ENEC2014-220-82WV— ""
ONI, COMPRESSOR SIZE CO N NN EY CI 1) LOAD 1
3M TON 5,40 KVA 2
I -ON 3
I -ON', 4
TON 5
TON lo-
NI", AIR I IANDI,F.R BLOWER MOFOR CONNEC I ED LOAD 1
7M KVA 0.67 7.67 KVA 2
KVA 3
KVA 4
KVA 5
KVA 10
FAI, CONNECIT'D LOAD FOR I ]VACSYSTEMS 13.07 KVA TOTAL
LOAD FOR ('OMI'IZI,"SOR'tz'100% 5.40 KVA DOTAL
ALLOAD FOR AIR I IA',\'1)1,1,',R 65%/) 4.99 KVA FOTAL
I IVAC DEIMAND LOAD 10-19 KVA 11.
GENERAL LOADS NIEC 2014 - 220.82 B I - 41 IIGIFFING
2121 Scl Ft'd 31VA!Sq. Ft 6.36 KVA ty
KVA Rating Total KVA 2
L5 SMALL APPI IANCFl CIR(TI FS 3,00 KVA 1
L5 LAt INDRY CIRCUIT 1.50 KVA 1
5 DRYER CIRCUIT 5.00 KVA 5
S FACK WASI IEWDRYFIR 1
4.5 WA FER I IEA FER (1) 4.50 KVA 4.
5 WATER I IF 'ATER (2) 1
1,2 DISI IWASI IER 1,20 KVA 1
0.8 DISPOSAL(I) 0.80 KVA 0.
8 DISIlOSAI,(2) 7.
2 RANGE OVI:N (1) 1
12 RANGE/OVEN (2) 1100 KVA 7.
2 COOKTOP CIRCJ T[ SAi'O T?
SUMMER KITCHENJENAIR 1
2.5 MICROWAVE CIRCUIT Sa
2,
50 KVA 4.
8 JACI, IIZI I'l TIl CIR( UIT 12
50AMP SAUNAAVIIIRL-POOL 7.
2 30AMP POOL CIRCUIT 14.
4 60AMP POOL CIRCUI F 19.
2 80AMP POOL CIR(Tl I- CONNI"(
1-1 ED LOAD (GENERAL LOADS) 36,86 KVA 1ST
10 KVA (GENERAL LOADS) "d 100`0' 10.00 KVA RFMAINDE,
R (GENERAL LOADS) 40("o 10,75 KVA titB-
T(Yr.kl,.((;F.NEIZA1.1,0-kl)S NEC2014-220.82(8O 20.75 KVA 11VACLOADS
10.39 KVA 1
6ENERALLOADS 20.75 KVA 3LI3
KVA MINIMU.
M SERVICE SIZE 129.71 AMPS I
RECOMMENDED SERVICE SIZE
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
e
MOITek
RE: WPO168 - WPO168 MiTek USA, Inc.
Site Information:
6904 Parke East Blvd,
Tampa, Fl- 33610-4115
Customer Info: Starlight Homes Project Name: WPO168 Model: 2121
Lot/Block: 168 Subdivision: Wyndham Preserves
Address:
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 Prograin: MiTek 20/20 8,1
Wind Code: ASCF 7-10 Wind Speed: 140 rnph
Roof Load: 37.0 psi' Floor Load: N/A psi'
This package includes 18 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G 15-31 .003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1 T12960804 CA 1/15/18
2 T12960805 CJ3 1/1 5/ 18
3 12 -9-6 0 80-6----CJ5 1/1 - 5/ - 1 - 8
4 T129 60807 EJ7 1/15 /18
5 T12960808 EJ7G 1/15/18
T12960809 H1 1/15/18
7 T1 2-613081 0----H2 1/1-5/18
8 T12960811 H3 1/15/18
9 T12960812 H4 1/15/18
10 T12460813 HJ7 1/15/18
11- T1 2960814---T 11 1/15/18
12 T1266081-5-,-T-1GE- 1/15/18
13 T1 2 96 0 816 T2 1 1 5/ 1 8
14 T12960817 T3
15- T1 2960--8-16---T4 1/15/18
16 T12960819 - T5 1/15/18
17 T12960820 V3 1/15/18
No. Seal# Truss Name Date
18 T12966821 'V5 - ' 1/15/18--
The truss drawings) refer encedabove have been prepared by
MiTek USA, Inc. under - niv dit-cct SLIpervision based an the parameters
provided by Builders FirstSource - Plant City.
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/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2,
M4
A,
Vv
N o 3
4tr
STA
0 r:J
ONA " V11111111111'%-
0%
j homas A Albam, PF No,393811
IWRI& USA, FL Gerl RK34
61,A Naike Lav! Blvd, lanipa R 33610 Date
Jannat-
y 15,210 18 Albani,
Thomas I off
ob T! USS r'st, Ty pe Qt, PIV ),V P5 1 6Cz
0 s Ap 5 NMHA MWA!,&s, hic, Jart 15, '2:31 53 NO Page I vo
1 00 100
1 c 0 Sam,
1 E 5 LOADING
psf, SPACING- 200 CA DEFL. A, !!as' I)ct PLATES GRIP I (,:[
1 0"", Plate Gry FAA, 115 rc 0 14 VW19L! 04) 2 " ME) 240 WPO 2401190 iA_
00 Re ln'F y[ i B 0 'X C OJ t-1/ A nal Bt:'
Di' Code, FBC'2p1,"!PiPr`Y14 f'Vla:^!X F, Wag& v 1, F T 2M LUMBER-
BRACING TO!
t r RC2viSl'Ni12 4, CAW RmNA wood smuthng amcHy apOud vi 1 0 Q m voHms 13G"
Cl 110,y!,' ax4 S' N,,', C, n' t 4 0 D pl it;.Myq Arm" qw,chl W XO W Nwmj REACTK)
N& 1" ." 4 Vmhwoa F) T MWQYn W-
ix h r7 30i t .,; 8) Max,
j. FORCES,
Q Max (lamp Wax 1vi All tows 00 OW tv ims tmcmt whoi w,wol NOTIEW
n
vmj AYW 1 VJQ_ n-Jw. 5 sonwil qWn vw-C,KMA 7 no " pp: GQ-
3 11 MWFRS towdVA nd nU DwiwQ sym. owl Ksmkil anq not ex9socl no
muVas an Owes& "AARS or ma,yannumi VWW WL 6C PWQTW9Wio " Q' 21
06 W, Ns rimn AsTod ki R Wn psf hAom Awd pite WacUMMMMON MY wry Am PW Wavis 3'?
1s lm, hm own mogma W: a Au bad M M OpM W"w 00m W"d m a Wum Mwe a W%Nm TO AN W 2W mce will
fit hetvvet""t Vie cl,c rdam,! any ot!A,-,r 47 '
ot T"Iss to 'tias 5)
Pro":Ie 'tiot A&
WARN W Wify dasig,, pa--W. -d READ NOTES ON THfS AND WC1, UVED MITE K REFERANCE RARE M11- 7473 — 1010312015 BEFORE USE, Awy,
060t""" ON moo, "u- V_ i'm sm. M —A -n"q" n I -in MWW' "AAQ A" W I -uw"" now"W",
61-0- Hicksm" t f, t_k".Q"AvW QW-is-ann W_"" nay " 1-0" A_W"Wv__' Nil n; W'
z llt'n P, ) vi.o" ih khi,,-I,i,jl"'i j t I t' "i, !/ 'f h-t'!i- n,t-- o, A Wt n )It, mi, i1v v' I t-it I, o,lotk k it, M i T 0 k' Xq-WWn"
n"Wn "I JWW""W 140 M,.
Q-pn PWIV -- N, w i UP "I" Owl aW km My= --AND/TPH Quafity Cntena_ DWN and Msi Buflding, Component VO4 W" EW Md. ScHey InMrmulrfon —
A A W W " Im A M MOM N "&" 5W AO 4-o"A"A ni!Ar T_T Q VAI't
job 1 Riss uss T'Ype tv Pi' wt101616
YPNmof,
VVF)0`68 ("J3 jack Opm, 6 5 oc's
100 3 b (i
0 " 300
LOADING wst) SPACING- 100 CM.
0 17cPalDip _gut._25 ir
C 7 -Vmvv = 25 Bw 029
Rop S!Iess sicr VE IN 01111
Ol I i'i 0 Code I-R,'-'2(I17I`,i s0I4 IIOatf,x
LUMBER-
1 1 2X4 SP No e'
BOT WAD 2" SP No
REACTIONS. zo '1--(-3,1f41e"'-'!'Io' I-1 78;'. 1
hAm ky z 2, W L
k1ax bokh 3-4uy 2. 63R C 8o
Iax '"rav (--', jt, 4
Sn". 1 108
3 so
3 0
DIEFL. MW lAl PLATES GRIP
WOO 1 -090 Id 'WT 4C IVT PC 245:air:
WMWq 101 P 4 999 1811)
i'Ir Z 1 OPI
BRACING -
I Op wh)ND SHUM9W WYM QWd`TMg BUT, IVAPNW: 0: 3 Q 0 1K YXTIs
3D, CKAW ng 0v tWq &.q am nor a, 0 . bwwlix
FORCES, W Max_CcaUWx 'm III "os KO Nq a Ass ex= wna' Wwvvi-
NOTES-
P VMU AM! A M VOV Wnr 0 %cmd TW, VMd 1GITt 7UUPW 40 601 3 (A>t QT ,O 4 FW 3 q=
S, I"ANN! RS m! = nmw& x-V "NOW 01 and nN nNYned an! In,,! Q 11 VTA exPold G
h mamas anus mys & MWK AS kq woohms Novsm www DO, d 60 NWu wo E)0#_ 1 60
On K.s "s be -or dwUna W a US 0 PM Doom cW9 Nomd M=Wcu"N am WW R" Am mas
Km "ss No been dwgwd Wr a hw kad 0 Q 49.v Vs &&No WK in M a www a to it T&NW u" 0 0 w,,w,
W:J tit `)etwc'cin the potto!n'IpoId and an"v ooefl-"'MhOis 4',Ref,
F to qoJetisi t(s Ituss to tmss, cc'Ines 5; 1
rov:ds" "'(innect!on (1`yrr ts.ofInusi" lAIa!i'J WW cy"Y vommoky MW WA A W"K 4t, WAWNG-
V-fy design paremidsr.,-d RFAV NOTES ON THIS AND 1NCLUVED MITEK REFERANCE PAGE 01-7473- 1010312'015 BEFORE USE, Own 01i,
ww"" "A MAN -. Y- A" me km11,3-:! 'nivol"i I FI I it I ; ", n'!"l iu '1! 'A,if1 v'; 0u"'VO:'o' IN,
kit- ma 4"ar "M my W 414 maw W Amp no n J-N n -n " W Thi" 1, fl- , '-1 to 4-0 A
0 am inis inv hq—" to K" A ymw't in,!/ 1 , -i ik' A i iftl n ! bliiq-i )t nn i M, I'V"' t k' i, MiTok n 1 -4 g","
h, I —" I I A'AqL "I
or, hw. ty om sca" ny-, o www X" 4mvAnn "Amm" QWN Wwwomm and KS1 Building Component 6904 Pwke Felt Bivl Safety IntormatIon- xa t.
m KW WOn 210 N 5- W" 40"E 0, "M t AV"! ?a -a Ft s3610
In Ss ! peJo?) TIMS
p s s t' c Fa r-f c' ly 1:_o'da +a,66
NO
58 __
Owe oups JNY p 0 4 PW 1 8
LOADING psP SPACING- 2 0 c
i ('; l, ' 0) 0 104 Aw DOL 1 A
7 i um ool DOL 1 2
Y! S
6 0011
oL) r al., --- --- -----
B WS sh- 2 4 2,P 8 R?ig
Kt!yNX6z,,AV ikxk4lt) iX9KPZ411eS4-''72wiqn-,! ,Z\,6NZ
WOO
5 0 U
5 0 (1
so 0
cSL DEFL. pdol PLATES GRIP
ic 0611 Komi 1 (lot 14 -91A 2,10 MTM 2""90
B(" 0, '-a V, .'l (C; 1 00') 24 90'P 180
VVB U 00 0 00 3 n"J 11'1'.
wown 1
LUMBER- BRACING-
T 0 2x4 S,1 No, I OP QK)K)
BO' ICHCRD Zx4 SP No 2 B0 i f,'
REACTIONSe 19 an2 2-1,'4O 3 8, 21 Max H,ku
P, MaxQMN 3
8? LK 12) 2 ( 8) Max Gn 5
ONTU K 2OUTC A 4 No G:1) FORCES. wn Mm
v>yvWx 5w M A"es 2% R; a "q WWW Ww"V= s4muno vow"heymg
own appod,q 5 0 0 V YQI" yd mwg Awh
NOTES- 1? W!,
d
AS(J 7 10, VA! - 100nq,r (3 Ti Wn RUT0 %Wjni A VA 4 FY S i W1 GQ-MK VW
MS onmWq a" nG Comm(3 zone undsvet %H awl Wo exWoK owl m4wal 41 am! nyl exponAG Aw mamas my
towes & KIVV FPS In waaws sown LoWner 7, . 0 HC &We jV DO! 2) 1 his
truss nas been deslgr" d fol a, 10 0 its` 11"a i ad llola"."a'('n:en. "'Ilth are, "ve, oad', 34 * Pm nu
On Hen msgod ky H ", bad M 20 MA an Me hnon, son w a! awn vbwe a sCia,% 3 6 0 V q 2 1 0 de KHAMmen Mu NMm
G%u md mv Mw mallRs 4) Dole; to gildei{
s` lo, Ous ^unhsS .,girt .,'ors. ui Provcia' my al"
s) A 4uss 0 Kary p'W""W. W W&MMWO TNU W Q M PAY 1 2- WAMING "My dmVn p—
Mm aW READ MOMS ON THIS AND INCLUDED WTEK AEFERANCE PAGE' AM-7473—, 10,0312015 BEFORE USE, 1,qo') 6, Re
am; a "pq wr,tv-div ", a";
4wel 0-0 prat _"-uA" ;"Q" -V, 0, I " 1- 4- _Ml M11 61"O4,W ky .
0"h 0-VIn .-MHU K"A ""4" W-0 MV- WMI-0 A; 0-R 1-T J, t al - "UP v M i T Oz. k I, ', Il''pi, -
0 1 a W"N' 1 do,MI: Al
5 v pown -" 1"n A" uMQ kmnmW hmw4— "AMMU W&N Wl%KDW89=d9C15l BuRdmngComponent a_a"l RPvU SWWMWM00"_M Ap V"
WMH "hw" ?WN W-Y-0 40, M, A, _5" MA&W Fi 2410
7 1 USS ty Pil, %N 0 16 8
it
WK QW1
Job DOE,
Tom 0076sabum— n y I S I ;L v e a Se P 15 ,,D 1 7 M F e K , [)d s, : I Ic M o, n, l 15 12 3 1 5 2 0 18 Fa Y o
C, 'Ka"Wx!L,a .tl42,3DBJK:,,evR9! 700
3x8
PiwF
0 1,,(its ix Y-- lV0 8 0 Aye "
1 18 8 LOADING
1psfi SPACING- ice CS1, DEFL. Q,j KIM L A PLATES GRIP 101
200 Win Qj MK 1 P5 I V Q" 04 20 sm 240 NUTO 2411 bi, i
Ci 7 Lpnber DO[ i 25 0 o 7 veIi CC! Opt 24 3Q ly 0
op Sm. ho vLS 005 Am C M 3 W) 0
O 1 'l- 1 12 U 1 WujW 21 1 Fj ?W LUMBER-
BRACING - FOP
Walo W SP 1vQ Sllt_l 1i Ali, 3, )i
2Y4 SF v, c POT >4 RD vogd mWq ikw" awAld MTV x bywig REACTIONS. Yom
talax Z
NWx 4:
ax 1
2 `8 (1 FORCES. Qq
MaX (jirl[ 'MLjX 7er, A!nrcl.,s C""", oT ex,;ept "Ieler Sl, 'Wr NOTES- 1 )
W
d A S K 7 V u 01 3 s_- c (, n.0 .1, h V a 0 A 0 W 0 4 n 0 H 0 r 0 E w C F Wo van,
or wy nwo Y.Tv C " mmovs X. wie5 is 3"Y W1 6c PO4 P!17i D01-1 "510
21 lNo muss
has been dowpun! Wt a 13 0 PA hMan NOW! We k., s "i nmom MW WW Am k. was, a Mw has
Deal se Spy f ir a !Ne .ad il 20 Out on ule =W= ivwt m I wow Ww% , NWNQ 3 F WA W_ 00'M yall !it between
1 llo bo'tom cnc(Jan"Jany 4) Heftl; lo
f1l' 11(ss I` tIUSS ommo WNWMN S"
Wmm IVAWY (I "ay W O."g MW CWMW d Woommig IWO Aq, W A ecty 2 enwt (0 ib 3 A L
WARNIl
NIify deslign par ,111I.W. -d REA 0 NOTES ON THIS AND fNCL UVED MITES REFERA NCE PACE Mfl- 74 73 m, 10,10a,2015 BEFORE USE A-py " 6 ""
W_ A, Min k", AV— A n Am 4mr " _" i" M qn M "—v W __ " W ! riIn C WP - W - n w, " r It "'t"
n, B'if-q- iy" 1,4 Mu 0, P" a —no" R, 0 1 * a 0. A W P P u M-4, a" - 1 —0 V, 5,t p.m ul 9, — 11I I. mW -0 M —
00 " 1" A b hN 19 Wq, i; M iTe k A 0 h+
1 " P - I A W." V" him _Q- _%WMH QWA CWW, DSB-89 and 9CS1 Building Component (33N N% EW and Safety Information- 00'
0 00 n0*"AWM 3200
Ob F! uss I Y:)o ON PN WP0168
E') "G imilten Gindei
2 )
05
Flo-nda-33G,66 WnAril5QA9 2T8 Pnel
3 82 33 n'i
KrUe 1 20 0
P'ale (')ftsuts tX'V) 1 0- 1 9, E d
LOADING psi ) SPACING- Too cc,
iWe Dip DUL 1 is Ic G4/
13C, 1- L () C, kep Sne"ss ti' Nt) W H (,I 0t,
D 1, :,0 eC201,-J1'2014 mal"X-S';
LUMBER -
I OP VK)HD ?X4 SP NA2
I C'Ri -,7 2x6 SP M, 26
WEBS 2" So No
Max 'iCiz 1 , 10'6[_(' 'i
MIS till 304Z 8, 3-4&hLQ,'
FORCES, 1ax Qn=o MW '" K K"M QQ ms a"n we"n w', 2x4
00
DEFL.
an) us? i Al PLATES GRIP venit
0 1 3 09 240 No 20 241 90 VeInC
0 3 t"
0110 n/a fl/a Go&
T , !7,-, BRACING-
ANCMAD
swapm W"Uny"q avWWv M : „0 "plaw's FICT
CANK; kNo "s Mg 100, nnw! v 10 0 C cc wm-g NOTES-
n
YpN mns w he wn"Un Wy%a om Wo M n- O'n"s m 'Wo Tap,
fu;:'av' IXA I at 0 9 U ;)" Bolmi
chods virvemna n ti%ws 2xV 2 wre; sloNaK A 040 wet"
s, con')e'ed cis!oHo"J's 2X4 1 is)Wa1"-9 0 oc NAwK we
wwdyed eq.dhy apoed to al; NOC enqM iA NId I him J) w bmk th,(,- L('AD i,'ASEi scs(. o-FTV My wniwOnshave- been
pmalKil v) cisnbJe omv bads rated as 01 N TL m%s Animse Wme,l w AT _ 7
0, V&jMQ&Wj "w,md g.5 Vasy 'j8mNn T(TL,d 2PK PiODL0 Opsk P&ST (At K I xp Q Lrd GGp=a I
K NAWF RS torwe4qw) mnldenur KH and ull expeed, wo wasai NO wo ;qH { pmej 1 wnbw DOL" 60 pUe qq) NL ' K, 4}
Hn Ums
as own nywwww a W 0 Pod hmmn suo %P "y"nnW.Mil MT XW Now "e ows 5) hl_' 1rus
nas beer hc,idl o'2D MY cr In b0cm 000 M 3 al WWY WVWSV T6 00 Q 2 0 0 WIE, will Ii! belo,,een
Ia,,, ch"'cl "ad arly',11"ef mewu'e,s u, R"Atra, gi'
derisl fcthlza to coilre("Jor" vormy;nte mqwnk " Wv-"=Xg MC
0 .0m X K-lKV Unetr T T P lmc") 4"My powma sy""
t SMON to 0 "m md 1 1 v 11 2 0 A"m 7W ld
mw) AW 66 0 wm 40 11 and 704 W.Pnon =1 214 0 q) W 6 C 12 ir twPon =a The of MW wwwom many a Mm
mwwwmo & wmrs. LOAD CASE(S) SWAnd DeOd + Ron
Live j"WO&K
LMIbW HISM" 114 PAR MWOMW 125 Umic" Lwas 00) Vol P2-54,
V3-20 comemalm
imms M)) V&V 44324)
5-7324) 6-
734(F; Af WAMWW Awo dwfnpnmm= wd READ NOTES
ON THIS AND iNCW0F0 hVTFK REFFRANCE PAGE Ull-7473,e, NY03/2015 BEFORE USE nm *"" 1-5,MWIX" , a— Ln —Wkq
iz E s le * It P"",i
wm"TNH, nj*AN I v—iop, M~ n1j, 'j-ilyzi, "J 00-9 A- MPAV-UH- W"A" W"
A vM nq "I- i. il" M i Tc, k 4 A 41Q . 0 q W" & A" W "
M P " 0 P — K ' r J;'t 3,1 d !I ,, FAO,Ml Amyn AWn -- lfa= MO. OM 4
QW0 s ITM-001 —AMM" Building Component Sat "InIkornation a A 1-0 N P—
M"A 4W T 01 MA" %AW1,1 T"V1 FL 33610
1 'usq I I LISS NP, Cat). PiN, WflO 168
IN, P 0 16 8 1 006
c aup
40
0 NIMW KWWW to raw Mr 5 ymj"Ws P. I
V,,'--lbgZv6NW
09 14 1 22 28 i,.2 ;a 10
0 0 19 113 s 2-2 6 5 W 49M 1 00
A" Wr
2x 1
59 4 0 2
Pow Wks XN,- [2 0 4-2,0 1 81, [4 0 12,0 2 51 002 01 8
LOADING YsD SPACING- ? A 0 CSL
T, PAN TWV DUL 25 M 062Tl1- 2 01 0
mscsv C r) bO
B L, 0"", Rep Wm to ym *H ON
ivsCLII, i 0, () Colo 1!iG201 i/T;'l?J14 Plalrlx-,Sl i
LUMBER-
lof-('H(,HD 2x4SFNr)P
SOT WN& 2V SP %a 2
yNBS ?Q SP Nv,,'
d 2 1114
DEFL. 01 l 000 WC PLATES GRIP
vesqu) 0 A Wo 509 24C Nu 20 24M 190
Vcilf"-', : 0, -3, 10 >999 a("
008 43
Wepi Wis F 1 , 24v,
BRACING -
I up DUM) Souckut voyd snu=ng WoUy aWbod V, 3 654 ok puMns
BW GiWU Rgd oeMnp WwVy aysQea or 11' 7 oc vNic
REACTIONSs, z,, 1087 ',- 3 - 6, 7 3 8 tray ,
4,, s:,,, 2 - 7,", "off. Max
vTWV 2-2Tn.q IP 7- 271LO W FORCES.
g: Max fOnlWax -w M N"K 20 Rs v e" WWW svm_vwr- 6
44 MY 2 44 W .12 B03
UAW A 13,q251'930', W 13, 10N19M. 1112-qV414". 9j '151'Wa To 15MAT
AMBS 112,
PIK& To WAT 5 0 1013N, 6 10 PAW, NOTES- U;
lbal,
L `(,'iirl ,'-Of live csaJs iofisi ths lesi,,,yl Mir(! AS(P .
7 1,T) VJt--, 140ri1,,)r, 3 ser,,of-,: gU.i) VWWWQTQ. nMW PA HUDL 3 DpWO Exp K W 0! 8, Wv`fis ,
eflveiope) arri or cumap) A 0 0 W SO, FAWaya 5Q.0 4091) 0 zoo, cWl Mimi 6H aNj nvu emynso endvvhvdWna,dnqWemk=c CTr
DC! WR 60 Thm uns
On been
dmqma 0, a Q 0 psi boHmi choW Me la!r, :v)y )ails. I' '. "as to bwn
mnqwd 0, a hW kod W 10 QQ 0:0, NK- Amd 0 down wow a wuoW 3 6 MY " 2 10 mrsis, xol'! t t tweefs
tho ;h(,c! ana aul,ser a) y "its; 10
bewmg PKde Wavok M Wtowy, MV 0 "1" X myy 0"K" wohl 2071 273 ME= A&
WA"WVx0d"
V,
gars. m.Nand READ N0U50N MEMO WCWWV0WKRUMAWEPAGE MH-7473,., nis, 54 431, Q v G I ,
n if 9 1 W, " is M, V q M"" j"N" "+I HM P-PaKu,--
11 ME M.41U, N puso"b t""hq*-
VHU WW, wm""Wm—w -V kohl MR k MA sq— 0h [ i-1, ,! illEeat,,,i,,,
it,i,j,,,,,,l l;l,.ii,, 49," 4"", 4""v — h —""a aq
0--mn"o,am- —AWW" MAN WWM0WQ9=dW% BWMgC=N=Mf 69N My Es Wo 13 4 1L YAW
T, s y tl -o
1 umm C,
12 k, (" i
20tar_ E, 114"Sn 15M'7MAkW&Qs&Mc klonkt, 0 127 W, 18 Fage, I
67v(3NV
doo 6 P 14 tJ F 1500 2800 ?)) t-,
1 00 6 9 114 602 2 0 0 6 2:&Tu 100
ANe 46 9
4 a6
3X4
6
44 - 54
5414 13 6 150 0 2e 0 u
6 5 6-2 2 0 6 6114
Pay OP.% My pswo t V l: 02 01 81,
LOADING pel) SPACING- 2 0 c CK DEFL. n m) WAR LPJ PLATES GRIP
101, 2110 106 QqOOL 1 2b I C t,; 7(j ven"1L! ) ("'13 9 1c, 999 24,) 11-20 211141,191,11
VOL 7 0 1 woo Lot 1 25 S 066 TM& 025 9 0 990 1 K)
Bc— 0 11 I ka sma yu y4s WH 564 u 0 7 M t1d
B"CI') 'C'0 odo 1 12',) lo malr'x SIt I WvWA in h
LUMBER- BRACING-
TCP GIANN) Px4 SP No 2 t r C' I-, 0;:'' 3 l) t- pm iftl
BOT CKAM ?" SP Nv2 up cWMj To cyonq !".11y aqnod on 4 9 11 (a
VNBS 2" SP Nn .,
REACTIONS3-8 M"
rorz 2. PING M Ax
UVM & MOTO 1 A 1-2146d C Q FORCES.
An Vax (3-1P 1M, Fm Als 250 M0 01 Wnly KOM A—W, C P
11';Huli lD 2 3— 2131106.3 4 148MOIX 40 "XW)3T W" 'QWC?r 6 NO MWW6 HV SWWA)
T51039a 12"3-410/1899. 10 13--64(01303. 9 19 - ':217INT 9 2
WEBS NOTES-
1) [,'
of :
ve (I'lAls QM0 umn "Momaw NY 4 s V"A- r tWQCMK
ucv5 11
LwwwqQ5 Oland aw vwks
ym wW yw yWvwTC& to martupw wo own & MWWS Qx rems amn Lug DO! M 60 NMe pp DOR .1 63 On
Mrs hns been
des,ped W a hm gund N 20 aQ., Hw W" srr Omd to M omm Wvw a mONO 3 6 NO 0 0 44=_1J0 V01 l le No
ltlnn Oo'' ar uwmm TV "wy 0
nns Kommy PONscamp of W Hstw.,j Wo T.ewaj! TOM 7086 A k WARNWG -
V.,ofydesigl1p.—
Wel—ld READ NOTES ON aN5 AM INCLUDED WMK WFEMME PAW WUM — 10103J20t5 BEFORE USE, 0 0 1 P & M&* — —
I n I 4 imp N K A, n " P W a i i tA s 6, m - Is R, A k* NAP S rq lk'I '1- 1" V"
d " 4mm P W"", a 1 " I "K " -u 0, on kmw M N no"% I M"J'-
n- Alh0 M i Te, k 1 9 0 tl(' In
Of r r . <i K-1 ", W iW "a %P 4 Wwm, a" Ow —M- I-ANYPNI QmAN Criteria, DWH OW KI BOW9 Component WN Pm. UM vvd SCOWS Infor"nation , T'! t!
4" T — hm " W u mv— 0 N P, W" WA O 0 on 001 !WW. Q 1111,
I01, 1, fist
w1:10168
Plant City, P,W,dili -!s ! lsi-souicui'
n o 3 9 0
oi -
u A"P0168 ,,,,, Type ('my L);Y
I i296018 t I
ip, Gwdei 1 008
ch Hefeience, ;0 uLfra!)
0 s 1,c P 15 201 -1 1, ek ndiisttie_z, in,t Mcr jan 1h 1" 31,59 21 18 Paoi" I
P Kfl0RXCii,vAV_,kx1 l)lix9kpz4iiS4 M5rWtT`Stf,)A 'A'Jift ,,NGV 4t4eMc.2ZKboo,,,iZzv tN!:
1 1 8 "c' 0 :14 2 2 M 0 2a 0) 0
4 6 i o 9 1 0-0
S,,v, 1 48 S
4 18
4 3, 4xp
20
24
2 4 3"4 C M'_ 201 lo 2v4
f 00 .1_8 P4 2
8 9322 4 1 3 2
P'0e ()Ifsuis (X,Y) [P 0 2 5J- 19(] 1 4 n 5 ,,0 2, 4j, [9 0 < 5,':`lqe]
LOADING {ps!' SPACING- 2 0 CS1, DEFL. i1iil: L/d PLATES GRIP
o Ili POLDF 1 00 V, ri, 1 34 13 ,983 240 4 4 / 19 0 inL
70 ill", " 98 Vert 64 i3 i 5 i Ac P1 T 20 f S R,
p Stiest, ii,ci Rio WB Ht)'ZO"! 18 r 1/j We RCP'
111 PIP0 14 L i t! 1 x c; Vv'e q i 14 1ilT I I
u
I , "Li, , LUMBER- BRACING-
1 P
G, D ,X,l 1311 ei" 'L ii,:e V I C P 'HOW) 1-tf'uctlj!V wood, S'eat`in( te4 tly 3f-p! ed 4 I7
2);=! SP No BuT "':i 0; if", i3i1ld "'lailitrig 111'ec't'v iqpheo or ! L yj , V111
S ',"x-I PN,3 REACTIONSze' 2,
2-,i 9 3'0 Max L-i(
fz 9 -16L 3 1 ix. 688,1-
FORCES, Mm, A:
U. Ox',P "Nfirr`l 2 3- f6t,
9/1611 31 4 54,09i'84-, 541 S4',,r. 5,5" 7 Z' = -A A.
i4 7/-,53o, 8 9 4668/ 1511 Io 24227, 15 D
7 - 3 CD,' 12 `3- 1756/5409, "l-'
9-1344,42'269 11-, '341i,'42_6 bVE=+S 4 1 6,-_ - 81 /
ii 8 4, ! -1 81% 464, 5 1 52 lu /3' 2, 6 1 3-- 0/382, 6 1 4 ,2, -17,' , 7 ',2--- ;Ifl' 11'83 NOTES-
1) t 1)ada-'L:
po
oo iwe oads hav-be","t, ,','mwldelocj Wma, AS(-",, 7 1 ,, V z
I 1 14 i r, N1 3 s e"". o nd g "I s I V, i, (f 8 ,if) f,, T 'psl, B(- L U a t x GGpl-0 '8MGN RIS '(enve;ol)' "
It ar?d ei'd var!ica; e"' ird ,gh! ced L,wnbe' 60 f)late w10 F )0-1 60 rj All aolfs
aa r Ld 20
i'
A"Ife's k;f'lass fldtMatocj 5) 'ms tr'Ss deu gred 1 f)
Ds)Sonn Wi"" hvi, I t' S i S b," I,, a i
J e S , Ll') fs to , v " f " < i I ) 2'") us! o Lf x I, r'' 1 .3 C f«i I', v 2 vi: w ,etwuen ihe be ric)m chwd at,.,j
anv ofler mem.)els 2-688,9-688, 8) gIarfije'S} of Lithe'r contiAli,
ion uevi,.e,(s
snm: be pwvideci s'ofl!ueril t,) SUPDOII C(firICEM,17a!E'Kl 10,1'-4S) 213 11,1604 Lirld 206 4b Upat 7-0-0, 1 it) down and 1 10 lb ;,it)
W 9-0 1211 ;b down and 110 1b up at 1-01 12, i 11 bdown, and 10 ib UP al 13 0 12, 111 lt- down and 1 10 !it up al 14- 1 "1 1 11
b (!own and 1 1ib LIP af 16 1 1 4, " d 1 1 1 K) down arici 110 1b up ot 18 11 11, ano 210 ib down "I and 20 3 1r, LIC at 21 0 0 of, tor) ihoid, and
340 b, ci,ivi and 1 13 It, a' 7 0 0, 8b it) ciown at 9 0 12, 8' it% cl(,,,wn at 1 1 -0 12". 85 1b dowl fit 13 0-112, 85 ft:idown at 14-1 t -4,
8,1It) -own Fit 16 11-4, ard 85 lt,1 down at 18 11 4, wd 340 1b down a 1 13 itur) a! 20 11 4 at-, bottoly) ihord The ` SBi ilJ of sociff aev','(-(S) Is
the responsibilltv of 9\ in !he L,CIAD CASE(S, sfictiorf, onids applied 'o the. face Of
91(t !rLJSS art,, ffoled as ffont rf , o! Loic* iM LOAD CASE(S) Standard WARAHNG - V-uy design pare rate and READ NOTES ON
THIS ANVINCLUVED MITEK REFERANCE
PAGE Mff-747- 10,03,2015 BEFORE USE. f } E 11. .... 1' I. S I (f' ft 'i 'i nj 't 1
h- w"I"i i,'j jj"ft 11'11') 1111 h" s
J'i it jiij" 1 "i, H) 14 !i 't, i" it )1l it , IR 1, t, 1 N 1 It, tf 1 1, if t 0
i L " 1, i L! 1" 111, 1 t I ii t I '1i A 10 It i, q J i it 1. '1 t ,, i, I I M i Rm k t' It " , " kf at , " L I t' , F i, t 'I k; " , ' i if -
1t 1" j 1, 11 " il i J it I L, i 'j , , j, ftt e I I ' , I I' it )i If, 1, IS:,: i, s It" I s, 11-"V 1, m, i t I 'ao "I "'ANSI/
Tly I Quality Criteria, DW89 and SCSI Building Comporient 6iiO4 E f N EIsl Fi,0 Safety Intonnatica I" ill it - k 1!„' Pi il< lh'41'1_:1 W 1!
i I ,' N-, it,, w A lm"i'a f-L 3610
J -I uss T uss Q v P,v w 168
T129n08I t
WPO 1, 68 M HIP Gludul 1 1 008
e Cat onai
IJuitc"ets I (-a,)'a, P"lant ("'Ily, I--Ior da, 33,66 -,djsf;q, pc Mwjan 12,32 CO 1Flage P T'i 0 s Sep I , 20' Mi I ek it D
Kt,vNX6,vAVLkxMI)iix)kl)z.4RS4 njHNu4pZ41Ma8!YB Yeti 2Bd11 1,`,FrOW S';PC?zv6N 1 LOAD CASE(
S) Starowd 1 } [)eacl, ,
P'loof 1 Ive 4)a "Inc-ed) :_umbw nmeo e= 1 UnOoml i "
Vads ipM Vei' 1
4 1J, ,4, V Vert 4--
1 631F! 7 1 16 - 3,10(i ?-34""(F) 8 1 , 1 ; 11) 19, 111 11 21 1 J_ 1 2,',, 1 i 23 i i 14I71 F 26 F 7n 6 1 F 8-61 (f ', 29 (
F) WARNWIG - Volffyd.&qgn P.
1.1—tem .11d READ NOTES ON THIS AND tNCWVE0 MITEK REFERANCE PA6F MI-7473—, 1,110312015 BEFORE USE, t aNV "01) Wok
Ioe- t ,F s. ,$ i I,!' AN" A"I"'I'l I I, i P i tV I—!, I, 'I ' I Iqz-t 3"'M -
II y qj I,', tt,IW, ,I, 1 I I zt, t t to l , jit V , 'j,"'flo "!,V, I-1.11,11A "w, "," ,It IS I Nt I R1 31— 1 "
l, I I it i" xhnoi,liv tu t, z, IV, itzwn t-l NV A S !I'!, I, it t.If I I, I ,IV I Pi M iTe k t-t, 1, t.I(t t ht.,- -,'
ANSIjTP1 I Quality Criteria,DS9-89 and SCSI lfulldmgComponont 6rii,4 pa— tVt H1,0 Safety intofmatictn Al"! q, h-,z m-;l
al,, 4'W N "IP1111 'Vio- i,' /Vt ,, ,t I` 1,','A , ,V'A T"Impa FL
Job D"s 1_1i'P" Tpe Qt"' P'V inrt O i 68
4 1 0109
i xi'pa, -PSY C435151346 B 1 M s S" I b 2W 7 KTm KdWnwW Mm J" 15 GATT 20 8 Pye 1
4 TO 0 212 2
b 00 12
2,4 1,
2
q
D 0 too(,
LOADING (,,)sh SPACING- 2 GO cSL DEFL. N") AUT Lid
i_,lj_ KQ Faw5pDOL 2S Ic 04; t - L) '2 >999 2 41)
CiJL XTW DW l2n HV c W, V000) 03B ni"? W-7 W)
fli"'Li- in4'- 'fress lr-,(.r YE S, 1_1;i,17'1 U z,, D'C'9 81 illc' 'li'i
ci rlx S1 LUMBER-
BRACING- T,"',
Fl LK'
l- CHORD ?x4 Or' Ni) POT CAdORD VNBS
2V SP No,i REACTIONS.
Mim
11W 2. OlaLW W 007tM Ri FORCES.
p. Max iisx W G
D I ,Wmp 20 "mW-K 1 0— Nei 41 16 _Wmi 41 6 m 3') T
H 0 11201931 10 V— 1 U3119 0. 8 1 K 1 P20 1 NO INFBS 3
12; X5401 4 !&"DAM 5 12 3452M. 510,04093(v 6 M, 251273, A A
A04M/5 28 0
0 0 0
0 PLATES GRIP
Struclm,ii
wond sreatn "ng w' pu!l'n Titd Wag
Andy avit. d m 5 uu Winng NOTES- 1) Jnbmmwmd,w,
i
by, an nam nmn Gamik,nd Nm I s dug-i, 2) WmA ASGE T
1 a lkW 'Umm Wwlcl pa V-1 MMMt 1 :,,LA test 3 1'_ I V)Q ("ilt' W BA 70' ea vmm IV yu "Ti
ono ' mmUm wrid kwes J. WARS, W wwtms QvAr Lwow RK 60 POT im, DOL=l 61- prume &NOW
ma my 0
PW&Y "V P"pi'j Ow "m on nmr WWTWO
Wr a 10 0 VA ly'llam Omd W"SWmnmwm" OM X'T Km On OAi> mm Km No mo- Impod
Pm A Rvy Yac A So Mom we Nmn aWn a a avas Mme a wk"b 3 W"S b" 00 mne x'lj fit i;'Pw
me t 6) Rriode Ir"riancy D"
Wom IMAWS) A from 4 umwy am ovow A 04000mg 00 r uy" T;YQW unw! T bj BE &278 mk VIVA RMNG ,
V., i4,
dovgpa,ametem and PEAR NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M11- 7473 e, IM3,20 15 BEFORE USE own A ( ( 4 4 t " i
r tt ¢"phk- pqwm W-W,Q1 inh-1 0""SKA"A mu OV -I I I i " )" -ttV " 5 A W "
I W M m 0 q - 0 1 Q I A — a p " . - ", a, M I - 0 1, " p 5, l 11 11 "'t, 11 U it lil 10, my"* 10" ""a NVOW""t, M i 'Te,
k t1l 1, 1 1, ti'ltit 11 " 11 -0
wlo,M,W+sw P_afke Ei,d Bi'
d SWQY hommon 3w 4 A - W>fr i. ssr
W hm?, M H 0 — A-0 0' W Q- 0, . A M R
uss Type aq my WPA68
w"y 3
M`0168 H'J D agwal A p Mjo3 no I
oI,1a33 , Mlle op15k 110U tl l0s, Inc, M,-nJal-, 1241 PM S Out I 50
91 4 7 a acne ?
I 't owl
4 `
11 - -- - - - --- - --------------------------------- LOADING (
t,sf) SPACING- T&D CM. DEFL No) Wall 111 PLATES GRIP C-
i 2C 0 1%% QT DOL 1 25 11, 9 Q R,THA 004 6 7 >N9 NO No M XW M,' CD
t' 1 urinlel .,Ci 25 BC r" "," VcolQ) 008 60 >999 180 Ruf'
J.0 Reft Sltosn; NC' IN R 1) -tOl I ov,"' i 00' 5 BC,
Ltl- t 0 Goal,- 1 RC20 I Zfl 1T,,-'0 14 mcltlIx SH Wows 41 1 r r " vwl NUMBER-
BRACING- 1OPCiiOR',
r) x,—;PN(,2 Mr 3FRARD QW305 mad sheyong ONIQ upthed W 6 n 0 to indas B01
11AMD 3x4 SPNMl A,j QQM! R"d WMg &Mh aWaCm MOO W &+=(I AMRS 2A
S" NoJ REACTIONS. .1 -
ll, 2-41914 9, 5 M"X forz IJI
o"21 lax iC FORCES. An
Max W,
vWYhx -W M Vow 2K YO a it MOO Wonsowe' TOD L>qj&V
2 3 51'14,3, 3(:3 i7 , WEBS
3 7 ON%
3 6 QWK NOTES- K Wcd ART
AM
TM"Vt W A s" ml pA Vmckl%wk -C,'Dtt, aO— Etq: GUp Q I K NAW,
KS (unvPm= ca(, d"ei OR and not Mused, on! VVOi WK WW HWQ OWMOT LMRM DG60 DWe W,;-, DOL 0, 2) 'r, suss No nuen
AwWwa to
a W 0 G:;& VlMorr VoW we "d ml and aw An N"S Mm "n No w= uwWwOm a Ne"
vad W MAV on Me N%ar Omd r A amm Me, a vamWe T&C MO q 201 wrde sx! M jumver Vv ta4m) NQ and
at a% me mats. 41 R(-fel !(; !,,, tn;ss tnuss 5)
Prov""h" nle ham('a; of irw,,
s ct',eal,ng N,ne;wpal lie & *l0vowng VT M upm A mmy I bun"A ymb) 2 4 0 , iangco (s im tAfne, r (,onoznm NumM
AM be
Dm"Md nMu& 4 In svp,0 uman"WA Katy &Vb Ann aA 80 0 upe 14d464T?wnvQ80Mqb2t !AdT29hdmnYA44hu"t 4Q1N29hTmnavd44Utqt;,f 4T1TwA530d=r ar,dWhutot
N"4 mAWT?wnand 9211;upW '-t` r4 „(
1 rrB r t grit, a-, ; . it ' 1vGr ,,t 1-4-9 t' k c1ow at 1llnl9h) imn M 4 2 0, 0 1 Aw, A 4 2 !
4 wV 3%b %Wn W 70 it Md M T OMP a i 0 u om"Wm &wd TM Wmww%=:,i In [t-e OAD t . wMmA wh yN"Qd% Me 0
nv U uns we mod surow g 1 a box LOAD CASqS) Standmd 1) Doad , Roo! Live (balanced) Luamn nowmaY AT
Dlak Mcwas" 1
A unurn usnis pf" V00 1 &,51 TOOK GonwMNQ L"& R, War!
04"1' 21
1101) Q. 91Y. 46,
B. 46) 13,
3%F -Q 00C) AL WARNWG "-y d-W, p-met— and READ NOTES ON
THIS AND WCLUVEO AfITEK REFFRANCE PACE NVI-7473,010413,2015 6EFORE USE. Amp "D Mo. "no wona"Mm M"- nq""A O' K a
M f " 1 4 a "p 4 U I .
A n W V-:1 HAWM &"Y' on 00"s Ono MM A"N" A wm-umw-
hmwsna— 0, 1:}WW t,m,q, r v, It MR* I 'n""d It A 77 TTA 7 IN van Azt.,h,
lw",-ANSI/MI %WN WW, DWN ml KI WAn MMMMM 6= pn" W MO A hmwW N 4- A-q YA VV Q >, u4n VA WIA
q so 10 L'-LL-----L ------- -- - -- -------------- -- - I - ----------------
I I ms T,,ss O!y j'y WP11 1168
WOMB i 311i
inpa, i -1a - 0R Mnn,jav-1512320-101S' Page!
iDKf;,eriXC'i,,,vAV.kx,i!,,jix9k;,z4RS,I-Es3C',i*bzi2,,)R-2,a,,,lithS; 1 ;I -lit (IT wf)UK)!,:3oKv6N0
N I 2 80
10 1 55 !4 2 4
1 'X6 :
I
4 "n 2,4
12
n,
S4
1 208
7 1 4
Flale Oflsels ,X,Y) [2 0 3 0,E-igcj, [6, t 3 C,Edgej
LOADING (pb) SPACING- 2 Dy CSL DEFL. n 00c: IWO No PLATES GRIP
C't!0 P,'',,lip 3 Ve!IVK 1 0 W 2 W 9991 2dQ All 20 240190
D, L 0 ur-her 1 1 i' 0 511 vefl sl) 0 16 6 1:1 999 190
B(:,L,',- 0 () I Rep, 5fta4s mcr F s AV PT 0 ?4 ea/((" 1) 00-1 1 1hi n"i
EIGIDt i() 0 Co(Ile t R,,'-20 1 1"' matrix irl VAWI T 5 F 1 2m.
LUMBER- BRACING-
1-C,PGHC1 1) ,?,OSF iNtY.t FOP WK)W A a t c a 4 vw o a s h a I N n g w c V y q m A a 1 o 1 r15 w jtlA H=s
BC) T CHORI) 2)(4 SP No' I t5 i„i f.Mg Mw" Wpwmn 1 2 m mmmj
WEBS 20 W
REACTIONS. 01>sve)
bbx H-z N Qj V 13:
Max tgnK 2, 220LS 12L 6 222N U 1Y
FORCES. Mi Max , Awk AYx 7 m - A nmu 2% Ma - mi mwY mm"-w"
P WOOD I V"QvWN6 TV MWVW 40 KT'a& bV"K&491:
30' QUM 0—mv 5 ly KNOWS 6K-109TQ18
ATAS 4 8 0 Qv 5 0 no&" 4dow , W6 hu-now!
NMES-
P VAQ AWL X YA uK WT,hQMCmd 9WO Vna=lD=K TCD"4 20C M- N .3QWISUM! I AAA EM 0--
0 lb mVvFRs ,",Ivymv Xm G G Gmump 410 m 140 ExKvq0 bit Y 10 TV Conn, MTO 0 1W 0 im, valtsvel
mard nw, expom, velt'lwe't aTJ ex"Wed W; 0 nombes and f-nus A MWi s for yzwn' I On Vms
No 5mn dmgmNa a M 0 pst ImIlm &md wVmWowmmm" wK YJ AM"- P, "Hans No
Deen &vjwd InIa iivcj af ?) ODs: er Me YMm c"d w A awn Mium a wWN5 TKNa b)' v _I mde All f'! t"epve'or
1he 0416f IrE,.mr,;rs mecharm':ai (;I,nimmm ON
Hay A ums to bummg pbQ ma A =&-&q MO I WW Q YMO e—V OAD! A& WARNWG "wy d";gr,
pa —Was aW REAV NOMS ON THE S AND INCLUVED MfTEK REFERANCE PAGE UH-7473,— laU312015 RFFORE USE. 0- — t WA 4 0 " - -
0 - ! " on . t q ", e a P 0 — W " -- Am" 0 J ON 5 4 W m 0 n " 0 r'! cl Et it-puil mm on",
myo h I Ajb 44N 40my I " Pon No ml V, A I III, t 1
11 !:l I q 1 if 'UI I- If 1, In! I 'I I If MiTek v W-Y 4 a ve
1 ho "I A it 31 11 1 W m vesh m m Y, "IM I QmM C=a DWN and BCSi Bu4ding Component 6',"04 P,kc, Eam md SMOY KMrmKon n W A& hm
WwAK 110&n =0 Qx mQ" WAVA4 I." R 33t 0
Job ! mss
WPM68 11GE
I&C
I "MS 1 ype
Common Sripj,oned Gable
33
isso 1,
40 8
24
4 -
I P"
WPOW8 C
2 6 T 10 1960
isO saw,!
36 3 3x4
23 22 21 I s ,8 11 - 1 H; tv 's 3" --
LOADMG
ps') SPACING- 200 CS1. DEFL. In W) YAN LA PLATES GRIP Ci
sC 0 Fow Grp As 121, Ic 009 VcMQ Q 0 W v rvr 120 0 2451 UO i
C["L 7,0 l-umby DOL 125 W; 0 DI vert"n 0 12 0 20 BUL
00 Re ,, Sesl lm-,t YF S vV El 10,07 3 00 i-/a n/a r,ICDL '0'
0 i-',nde, rl3Co0,!71lFI2014 mawx-Si- i weg! 98 t FT 2W LUMBER- BRACING- lf-
P I -
IC,- D w,1 SP No 2 TOP QQRD So== air x"WYmM *n" aWwd N WO w g5n, B01 =0% 20
SP MA BOT CH,,)PD P;gi i can diody aW&a Or 1410 oc Monncg 05ARS 2M SP
W3 REACTIONS. Ali b,,
onjs Hop Max Harz
K-651-0 0) Max LWAq All
uNT '00 1 o"ns m Mv T 24 2 K 2Z 2a 1 T it 11 11 12 Max COav Akwuncw
250 M w hn al pnRy 1 11212121 2a 1 T 14 Q It 12 FORCES. - Max Owqn=
Ton A Wes 2W Wq a an wwW Man Moron F'D P (-'
1-4 0 R D -8 71!,52 NOT jnt.,a;
anoOI
rocA hve koacis haw Or, vKHOn n ccaA ki awNn, WhY AWF iAnALT Expalams,
GIG,p---0,118;
MVVFRS (envislope, andDc cmetp doom 5-00AAMONT 5 005 cadvIlevei w"ara qWV
exymed I end vvDcal an anon#, eVwejC K Or rinn ows and Twes & IAWPRS to renvoin mvm 1-Mby DOLM 20 oate
gv DOI A 60 Pass An to? 0, wmi
of a Vs Nww A Ow "snis wo. KA Out eenQ W wncl wodmd V Wwyt am AWAM rmtly GAW 00 905 am"kabie, x
nviyW cusTed suking deogwr as aANTaPil A p!a! es oe, 2x4 Mtn
r niess ("! vvnp Indlc'aOed' 6) GabWegmes aontinhms NoHorn wara Dewmg, 6)
GaNe Ads spored a! 20-0
vc, 71 The trws has bee, dmqpmd Wd
a 100 ps! nalk, WW He had nwoomptem =10 an On hve Wads Rin Mao has been dnqned hm a
ve ked A 20"N on Me mUm cKaN r A sow W"In a nMNW &&AM by04 wdu an Y LstsqeFri 1he eolton" chma a any ("
Inef merr'bets Pome mWwnW comectan My A"Q W "" R",
swN vak"wAQ a wMaWAniq WO I uNN M pwifs) A 2R 2k 21 03, 1T 11 11 1, 1,' WARNING - V-ffydevgnpammews
and READ NOTES ON TKPSAND
INC4-UDEDMfTEKREFERANCEPAGE fflt-747:3rev ft?,03,2015 BEFORE USE. A QMV6"" M, I" Mm mow. , N— I- H A ''n
K-MVI-A-011i AhAnnAken"" "!"w"40kvuq so—nk"Mm r—
AhaN,"i WIWAch'*q—
Vq Mon —I" "
a, A*,o,mwWv K04 OM EW 4,0 Safety lnfafmcation ev
A Ai- I m him 0 N K=&"
M N b"A" 00,,sW Qw c4" AWAI Ta eF a. A 9WO
uns Dun " Pe puy illy W PC i
7*NM6
IMPOW8 cw0w, 4 1 013
et
130 ence --
o--i-;,-j- -F a n! r, ael 8 13o s Sep 15 2(17 Milok!nJ epa,- inc Mon-Ja-, fi 232,0,5 2018
9QVV,;ScbDBkAAtCz,6N0
o 4""4 4 -1 lop:? 20 6 P
0 5 5- 4 T 2 4 1c
AM,i . 1 34 9
Soo 11)
vs
54 A4
TI-4 13 0" 20 80
71 "1 7 71 4
lfskus kX.Y)- [2,,,)-,1 Udqej, [6 0 3 0 Edge]
LOADING (psli SPACING- P To CS1. DE FL. o Owl PAT L/d PLATES GRIP
1 C1,11 PC 0 PAN Gull DOL 25 Tc 0 C, 1, 0 a , -a9i MT A4P ,90
T Cf.'.- 7c i,u-t,et XDL 25 vl, 0 16 60 1999 is(,
b'L! c * Heis S!los5 ri` YE-'.S 11s, [ 1 -1 Z, C' 04 6 li&
13, Dt TC C k ,:,-'2 0' 7i I F i il (p 1, Vtitix siol welm 89 V FT - py LUMBER-
BRACING - AY
171 KAID 20 SP P& lop (AfIRD Shmluial wood sheaDling AwcOv aMHel W 4 h Vy jyjMno, 13
Of CHOI'il-: 2x4 sP No 2 FVM CHUB Rgd GoNg dway 4vWd N b 2 13 m bmar-Pi ATBS 24
SD \-,I RUCTIONS Pun,
6aQ0 2 8 OF AQYa Pax 2
to; AMX,041
v. 19A V 12Y 2. XQ C 12, FORCES, Q
Max phy)F, tMax, 1 pr-, - Ail t,rcf,,S 2il,0 i1b) or esex(opt Wnen 70 QKVD 21
13lW'2n.bK ABP137e 40' CfUh) WERS
NOTES- Jnb
flamed
i'
vo law b"n SM&Kma kn in" y%go Wind AS 7
10, V Lilt 141)"np, 1 (3 sei"ond dust) VasklOmpin TCS[ 0 2ps, SCIDLA WK r-01 CW K t m GAwi Gwitlrwe, NN and
n§4 eqywec. wA mrhvl;Gll wO Not expaeAK wnMs wK fornes & VVIMS M""vmw s0m, 60 plate " 60
1 Nis an
vas own Ingwd hn a 10 0 ra"x0conjod he am mwmcw44 wN",v?wwe rwis 0, Was Is bmn
Marod im a hm kno I 2D Q* (vi te w K— dvA n x xam Wne a wSyn !&NO Q POO wde, viVP bct'*ee`, toe,
ny 1-i,,-rl iu,:lz 5i Rome mwOmmd ovii-
w%m al Am& A PwW, bmmy pWV Wm& A! w0staKwiq 001 Kvih V xaTV Humd WA,-1 K 1M 0-222
A& WAMNRY VWjdMV.nMMW.=
d%AVN0MS0N THIS AND INCLUDED AflTEK REFERANCF PAGE M11-7473re, la,03,2015 BEFORE USE. 0.0 "AM t—,&
ME to I -m— 4 a bso'?= tit0-A 1 01 1h "Awfoll No M, I ",Mlem 101 v—
W KW Ma An"I WN —," R,q j4 A 04 q Amin 1 _m"Mmm" "I -N n in M4, — yk 1, —,%l Hamm Imm AIR 1111k'-
111 11" M i "IFe k 1, 1, *nay no
I q—c-f I- "Mq, am 3Vmv 4—w I- ywq 0,90" P"vmo 0, fvfr a n Afniv
pv,w 0, >0 m, ", no, ISM, n" hw—Wv —AWW" Q"" am Wo WMnWMWMnf 6N4 paw"M mo Subey ln%nnMon - 6
AW b ,f z= wm " I NMK PM N 0, W— 00—C Q,mk, W AM
v>rPi)158 i 3
00 IST 1,11
IKO 5 5 14
uss `Ype
wal Qua Dim!
Plinint Cjiy, Roila 33,66 10
4 4
WT 4"(
t ON
PO WPW68 P29mv,
1
014 Job - ------
F
1M s Sy 15 N! 7 %Tek &NAwn, WT Wn jar; 15 Q 32 W 2018 Pap 1 KfjyNX6nit,
AVtikxMi!,x ki)z4FF,4 7o1XyCo.-rniGBa,,Y Xe;WW8qcjP,.!-,Si--,,QwX-"Tte241xzv NM 2h0-0
2402 28 c 0 ?pv380 3
2 2 3 W4 0 One, 1
508 14 1340
n"
o 2yo 0 N 20 M C o 1-1
Y5 KWOMSYSXN. >
05401" PO S4521, 4 M
2 PO 3
00 101PIC 2 4
0 114001tpW 150
000 ?
1n
100 is 0
1 Q0001
3&2
59 LOADlING (r)
on SPACING- you CS1. DEFL. in tAm; =4 LA PLATES GRIP T CK
200 Kite Cup DOD 25 TO 0 nd Vel"L) 0,16 1,3 1j >999 240 ClToO 2 '14 i) i) I) i,
7, 0 Lixibiv ik 95 BC 0 A-, 118 13 15 6% 180 NH 20HS 18 K" 0 RIq)
N,',' W ", () 99 io 1 ` 409 ai o"a u, i il
1 M(fl' x weigni 1 ii ...c LOMBER- BRACING- 0PCbKTM
2NSPNo2 T
IN, (0-10 RD Sliuctiwal w= n,j shi-atnlng 2 1-6 "c;a1nlr-'a' 13('; CHKDRD 2x6Sl-'
10,16, B011, Ci-IORD' Higlo coWng Mmtv apaled n 7 11 15 on blum VNIBS 2" SP
No,3 REACTIONS, i 2 -
1 .3 0 x. ,'n " 3 4mz 2=0
s 31, NUX ,Tnfu 2-
4201 0 K 9-00MLO 0) FORCES. W) MAx (
Imp"R, Too M own 20 Xv bw mn,W mion sWwri, UP MORD T2W?MN?
oA "WWO KNOT,9, 5598"! 1"'1161 o" '---
810300 16 1920 '
l i 3
10 "NA14 Q 56f;
AMT5 4 2TWTXndK OMMM ?WAMW8, 1 12, OFT! 983 NOTES- 4
L Nva ammid "4
A
a mAs hue koer w-vale rad 4i Ws qn< c I MW AWE 7 0VWvlK,
vpn Tsmcnd gxQ VwKMTWK TON, A 21st BCD! -3 cinsvidw! 51 Kal F XV MW( eo! acnid eixp."sko'!t.
ft; ar ._3tC;aoi nlrP DOS K", I! name vwm" a
Wnp to
pnv"! "0 UMMg ill Ail 0) 7h, qns "a
hwr dwqwu
W a M 0 pw 5Nom0wd We am r-mawnrwit W, mW 00, be Vale X ' No "m in Wen jes,
melt fka dw man A 20 Q& on so x4m d"d - 5 won 0"s a "ANn A wNs M 0 oil et"aeer tr" "t!citr" w-"
J amy')"u, C"rnoo"-w c','-'-"'ne(, not" a
Nw "; &am! Pon "q"W-1 Wnsminnn; MC A -PA X mw4 ovow 2 4 2 4, - 763 8) 1
Iger(s) or olhel aunneclior
v5vaely! Mail he ptlovAd stTuM 5 sWVvt consTWO nix. M 1 W M Amn and N W _up at000orikTchord, wJ N12l1hdmnand K4 bWat MIR wid2791downand 1
ld MWat0-10unlvoHmi MM The dengmsdelan (V OW Carnection device(s) is 1 n'
ie ! es"'xonsiul lily cif oliners 91 It-, tr,e l-OADCASL (S) womimM ymna
4 to We 0 to Kws we mcmd w Niv 1) a UMK 5' LOAD CASE(S) Stai;dlara 1) Dead Root We
TWwww) . mMor Wmasew 2k PON
mcrease- 1 15 unforn"MAS tplf`r Vert: 1 c, 55_ '5,
4t-- 54, 7 lc5_'
9 20 concemwo (mck 0) Veit c- 52({ -1791)B) iVARNING- Dolts d-i9op.
1-0tl. -d
REA 0 NOTES ON THIS
AND INCLUDED MITEK REFERANCE PAGEM-7473m, 10u0312015 BEFORE USE 0 "" 0- -" MA Mof !- 0 M hmonm" l0 i k' F I ',
w"'! l"n, o , Aio 1''i ! f't l" N4," -(' lh, N6 WM 1. it wwh-" W 014 ;*K i Amw ". v-"
S "I W, n 0" 0 It He on W "- --,)li DOI KM t" hmp, 5, uo "a O-K I I Am A MM01-
om -0 Mt 44 M-n" a t "I A 1W -4 Mw " "A — "U H "nil MiTek P A a Ali 0- i,m nNfly a 11 00 " 1 W—
aid Mm"Wov, "AMM" WHY MWA DM and BCSI Building Component >30q P"'Ke Bird SANY Infortn"On -*X - h rtt, hm M W mm" Phi A h-
M-- "A' W, N-W Din 11 Twnpo i336o)
T4 Qxt'ai
mb
E,Adkns F 4bo,we' a" S, 0 24 7 MOB W&I WjW W- W 14 0 31W 201b
uvri Md 0 1164 1 vyp212 moo 100
IN 14 4 0 so 2 41 ld NA"
M . , 554
o' 14 040 so 5 0 200 cei A
0 9 0 4 2 2 1 so 7 4 LOADING
SPACING- 20C CSI. DEFL. ox! Mol yu PLATES GRIP 70
2110 125 003 0-2 40 240 N1 No e4l!9) 7
1 ph OU 067 63 '3 31
C i- 0,11 i 1q, Was Ira..,y E S, W i ("' "il? ilorz J) 0 0 ;iai ni/a BC I ")
0 i',"C20 1 Ni LUMBER- BRACING -
TOP Q
KNAD 2St' No 2 10 Gi i C. -R r' , Sail R,.rt1i w'), S!)sail i tr '. w t;'y ,ad ICI1 0 (iS. 16 PM S P
NO I BOT QW10 RNA "Mou C"ay voyd N 6 1 0 G bNacnig BC r 0AWD 2X4
SF N 3- 2" SP Nc " REACTIONS,
2 B, 8
3 Max r i z "
17, on UK Q 2-
Awnu & FORCES. ON Nkx QwV/
Wx hm TCP 711013 20= 211
510052.3-186TKUL 40- 1 &&'&A tv- !MWINT 6 7- WN M/7 7 & V 50'797
B01 QVIAD W 4'
4088& 1X!4-'4"0M6"2 !&q0=05 lT'2-'1!W!728, P 1%-l55Wl:755
WEBS 5W-6"104
6 %,NNW, I W, XWOV 1 0, M51MY j M : NSVM4 NMES- V UnmAined m4
hv
oasSum buo cwymmal 2 = W nd AS(
7 : 'C, V t, 4 G rjA (3 son ad y; Vas MQ o, 0 1) " 4 2 PY. B K 3 L, 3 0 P1 ! " 1 V 'A 0 V. t M 1xG'pl'J0"18:
llv`Alf HS 1elxd=Q nd C G QmvqQ ' 0 0 W YD , i Ovnqn 4CM 0 1140 WrivP 10 40 W 25 0 D, EAvivyM 25 0 0
4 2000 nm, "Vnel Ph aild HWV eXV001 wo=t4 md nyv uqy4ud CAI V nwqTq" alt nvce,s ii/'"!lws smmn 1 =
on vwl 0 60 PAN, W" Dob" ul) PWMP ady"M Ono,
k qW., M" WcAng f''a ,sati'h"
id 'e With airy , '031 Pm "M on Mac &
wpm ow hm kod 0 20 oat on Me JWj M M X06 Wwo a "my a A 6 WM ha 0 0 vwde vin fit b,!Ween
lh„ (jj,i,,. jnj jipy flj, , eu.' = 00 OVM4! 0
n6s 4' mamu oxy Q&4 to WMAMAng MO b UV 1 V A "An qW., 2- SET my 8
A& WAMMM MY# 7sstgr
p,xrarxxeter xrxd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfl,7473,a, 10403,2015 BEFORE USE. 11 SIT NOT Fa-
1 - it A"M , K"" ww"+"AaiN 11-0 WhAp"M kup") -q-0T N 1 i-,- 9- pot" V.", sMh"
1 414 ION 4 4-v Pr,I _Qv -n. 5, M A-M Iml N"nons Mice' 1144gaw"! 6ma
A" On Tvd
too
v vW_ — kc xW
5 y al 4 WrAn a i kim"Awn "ANUVH QW" &MR DOW and BC l RkMdinqCOMPOnent ANN hn"Mmw_r AAW
T, V- AM KWO"M A P, X,AM, 0, n Q"00"! T4'-_va a1' 3:-',510,
Jot) TIMS Ims lyi
VVP0168
a cw
MQ 7 114
3 ') j '
isX0
If 2
4A
5
vp __
We MMS (Xyp- V 04001 810 13 01yel Q 53 O&Qej j 0 4 10 1 dj
Q, t l, Ply WRO 68
T 5MM' j
06
Jan IF, 12 32 09 11! 1SepI , 2017 Mi i ok rpiusti l s, 0e !,c, Ms
C WqMWMVWM""y4RS46DUzypjkaBWxAv5U&gnAN146MBNC zANK
4) 8 2 o
S"w 44 -V
1,)
54
LOADING QW SPACING- POO CSL DEFIL. ql PQ too LA
I s' 1, 0 My 0 p lyo_ 5 3 ven(1- , -C 24 -,',, 12 -,99 9 211401
Ljvrre, DCL veoll" -24b 54 -low
Rn Awn an NES AB c 52 1101YU OCI 8 II..
BCD100 GsYde ! 13C20 !7/1 P1,101 4 Mainx SH UMBER-
BRACING WO ,
so
10 PLATES
GRIP WOW"
lub M% r
OP WIND 20 SP No 2 TOP Q K! RD KwAnn m""w0my chma awAd a 2 P On WWo BOT
CHMM 25 SIR No 2 BG f M YORD ;QN cewg Movy nowd W 12 0 PCvwmg MBS
2& SP No REACTIONS. - '
09,'03 ;l 18 Max
W" VINT 4) W,
Q OR 2,090 L K 12 v e 290! S Q FORCES.
0: Wx - A(;,vsn,",vP 7W Kvn5
2 3 H4 W640 3 5 -4*0541 5 1— 4104da M 14 RAT O&
VO? ! 11 400 93 5011 W, T! Q 1340 1 83 i TKBS 5
1 W A9,05, 7 QM306P 1 IT—USMI 3 10 9MM2 NOTES - I
M&
wwuo W no Lack nwo bmn a mufma Q to amqr,, a W,
w list. E T M, \14` Wimp 0 sword qwM Vwlc MV!, 1 M1_A 44 W WO VV n 5T CA 1 EXT C 4 M1 GPM W MW
40 pmovopts aM G C Mw Pk V 0 0 ; OQ F ;Re=QT 0& W 14QV WnwN 1 d 0 0 0 25 0 0 Wne: camoover I" and
nWv expoed, un vsku! WH an i HIN oxyseus C 0: r4rton aM Kne, & MW MS U Nvaam"Nw,, 16c 0 ' Du
Ows
Ws Wwn desped h4 a ive mad A Q 26 w"v WMv"W& I^ AWww Wme A w%NQ 3 6 "M A PQ 0 wafr W M hAvyipan
Ma bAwn chad &A mw Aho nunbew Mn BUT M Mal 5) +hv Ct
t'iass tal"'Wfle 0 WWSMAMY Mu W L,I M W vwwy eway W W kow 8_1'192
A& ANRNWC Vwj deem
p".0—M RERD NW% ON TO AND MMUDED MITEK REFFRANCE PAGE Aliff-7473tea . 10,10312015 BEFORE USE, DWM bu I W-W
ON MAQ - W 0"WOM No- OWNOT. "%MnRm-", "
lip IMI p*vM on NY A
nwb 0"v"WMMWlWn .:('"ma ms -I, N I W"n9Asvq-"A; a hmifek A v c , Ac A ,
l, Plim -i- b c n i ", un - hios, a" W w w*,. —AMWM QMN "IMmOWN andWS1 Bu0ding Compo lent (o,o4 Pa,k,_, Lot BNO SWej hlbnnWon -KA Q 0 .
Om MW W"t PM N 5-4" MW 1 0 W-n M "0 " Mi T.W. TL 340
Joc, ------ I "Iso VMS 7we ON AV WK48
n N 8 21 0
INPO'68 V 3 Vatle4 1 0 17
I "Ilj(,,b_i(,'e!f'l-!','(,p I nal" AIL-cll -, - - - - --------- - ------------ -
11011 OF 0 A Q w A I a n l-"a, i ant-c A y: Fl t" 't-3 i3 66 81 -36 s Sep 1 -5 2 D I M: 1,-k i ndusti t es, i nc Mw, Ja n 15 12 3 ,' i o "o 18 r53ge
X('
31
Some 9 3
5N) 11"
0
LOADING (pQ SPACING- 2"U CS1. DEFL. r C"kdelDo PLATES GRIP I
o', L L 2 0 0 1_11ulc, Grir ! ;? 1 "; V(-, (I l n"a iV£ 9 9 M i 9C T
C L, L /c I wl,w iRL . 25 3C= ON VKHn, nm ma wuia B,,'
L L () ;' , Rer Stress Ir3c. YF S VFW C, 0c 0 F, (" [
I Ll " U Gde t BC 2,2,1 7,'! 11',n) 14 max F, LUMBER- BRACING- 11, '
I A_',)
rxA SP No o KNU!ND NwAAA yval snashng dfwUv yQuil o, 1 1Q,Q rl&ms, und TOBS 2V
SP
No_ i EACTDION, Ry A M"q =w" w,imni woo 40 bw F-c-, REACTIONSW,izn 4,
14 29! FORCES. :n Mw
PIT
WX -w A Y w 20 An w w" "ma ww, w- NOTES- 4 Wmv AY
T
FWAAK gut: VwKWOMM FnX -4 2P sir [1,C[,L 30a)sl, - 5,., 1 0. A PVj Cpl,-,2 18, Miwl
l ts md CC Am"S zmv ommuo, 61 and opt i,xp,Q anp frues & VWPO An
wwmmn wvwv i Mtn M- 60 We WV DO-! 60 2 GwYewWoes w1nmw twqar cnac nvwwi_,,
M On Ums! m Awn snUmin
W, a 12 C psi &Mom owd ne wTand "w Aw Ems, q'Ms Was hwomr, Ow 0,
anakwoof 200PW,m HunbMwo Omq MA awas Man! "WWM3 0 "d a&CQWTIc wm M Dowwn to KMwj And
wd a, whw memims!s 5"Urce Mwomy ci"Ychm pv
Qwq N tress 0 bwnM pOW cmaWe N wtwaWwy WO 0 01H W PT") t3 A k WARNING - VerlfI, design Sararrzetaae
and READ NOTES ON THIS AND WC1 UVED AffTEK REFERANCE PAGE MH-7473 rev 101031201S BEFORE USE, 1huh0mo hn"IWN _Q%- "0 Adww '
M+0, M11 r, o"tSm" NN4val"n wn"
j—"
my ,Vh-1 uwo,t-- A! YMPo k 11"v,i-psi$1tjZ00'-f-0-;-lhf i lu
i )o, —, I '! il ri"i 11,11 pAn,411 %4 pw yq, , to mok , 1t 4m, moomwomn w"W&
M QM" WWWQWN and WS1 BuifiJing Component Safety infmniahon,) ii it — 0 m Wm IT a hWQ ", W N
bw W" 4"" W 4 a " 5 PM Z N4 3300
job ows Nun TWG C"ty Pl' IN;-`0! 68
112960821
SIP0168 V5 VMAY 1 018
i; a I I I ")-a iapt -,ii-v7 Fez 333 8QQQ52M7W0kM&s"s,bn J%n&w15QA2Q2W8 Pyel
D K!,Y116?ii3AVLikxM[3Iix9Kt,)z4PIS4 XG gAL A13BZIO ')6Zf4[.Si
Son 0
2
5 00 2
LOADING Q) SPACINQ X&D CS1. DEFL.
20,
01 , 00 if LAI PLATES GRIP
1 CLI 20 (1 i iiitt, G° p DC"'I 1, 25 1 C ') I)5 vwi,,,,,L) 1r0 9lo9 NP, I 210 P44,11 90
mun 7 3 LWOm !On 125 PU 0 21-- z 1-1 ZI 991)
BG'i- i Rep ncr vFz-z rj 0 0n 000 3 '!!,i 11/0
W"')L M.'-l"XT WOWR 17 M 11 "20c,
LUMBER- BRACING-
1x4Si'Nc',2 D O r u c LI, "Nood d, y a 1'. 8 in r 11 i)'
Bc— SP No 2 eaqA no Mantis
WEBS 2" SP NY,-, P31 Cx Ryd W%q man Nvno W KIM 0 " bm=:;,
REACTIONS, !'N;',,zo
Max '-1,z I 9
Max L)Iflh!! ' , 43'--' 12, ,1— 5,6'1 (' 12
FORCES. yy Max.. ,,i 1 ;!~,in w W nun 20 )q ;a om wwy won ww,i
44CM&D b&"Q,256
NOTES-
18, MNSLIS enxmw an CC Dmom Z"w Mona "M aw "giv Rxvvrej. 'W: Mika, wqa"n "y! exissels
Malmo WA Karys & MWFRS 5, M". vomAwfy M6avy W P AX - 60 2j',.
able D(Itorl be,,rin'g, 3,
In huss No bear 6"gWd Or a 10 C P9 LuNov CWJ W"wWwow-"M *M MW M" 4, hw' 4) '
TK s nuss Mas boo -I doupm to a luteawl A 20,MY cn Hn WNW GM r W ams Wmw a wWa3 bNa N 00 W'11
It bmvveun tne lo"Npi -,honi aqd anv uihw rrrliemt,'en 5, me .
tianmcal connm.!mn A v wKess! & Hms Aq"wa Ow cyKie A wOnwap; TO D uN n W n n>; ,3 ik WARNING -
Ve,ify d—ig a p ami news and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 01-7473rev , 10103/2015BEFORE USE, own ) 4 -- Ah
AT M, Sunonsn " K N- t t i'""T L " I 'i 'i: 4t"j F 1"'J ) a I t 1z,
t t R'If11", 'pl H- OV& 000 A Amp I " s"W" n" M q -W n W 0, He 4mm "W 9- —'l Iii IS ham"4". N"W"* NO%, !-
I' I Wek 3- I "no I" w
19 *' 0 ;, M . hw bKov --
T +" W, "n 4 T— N- M—Wo", —AMMU WON &MMOMM and MR1 Bwiding Component 61A11 RIA", F'- 131"d IaIety Information, 1v W" h"
A I AJQT.. w N Aw W" loom xv 0 no. A4 Wwa Q A3610
Symbols
PLATE LOCATION AND ORIENTATION
N,
Ar)p y I) ol-,s
ZZ, X 2
Plate location details available in MiTek 20/20
software or upon request,
wp, c rneas'Jred, ""F"' 4 x 4
LATERAL BRACING LOCATION
ty ;Vr
r:y
BEARING
Industry Standards-,
wo.-4
D ewDn
C"
General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
i 'J u-
V,
z _.y ng ... ..
J "C11,
r in
e
C",
a 3! St ri 'DMceHg'M' -
j
ell r -
e SU v
Ted,
Numbering System
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT,
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
J - 1 ' , S i , !- - - , ZC"-, - S
ZI/
TrUsses are designed for wind loads in the plane of the
truss unless otherw[se shown,
LUmber design values are in accordance with ANS117P! 1
section 63 These truss designs rely on lumber values
established by others,
PtotlD Length Product Pties Net Qt
FJl ® B-00-00 1-3/4' x 16' VERSA -LAM? 2.0 3100 SP2 2
FJ2 29-00-00 16' BCI? 6000s-1,8 1 1
FJ3 28-00-00 16' BCI? 6000s-1,8 1 6
FJ4 26-00-00 16' BCI? 6000s-1,8 1 12
FJ5 25-00-00 16' BCI? 6000s-1,8 1 14
FJ6 21-00-00 16' BCI? 6000s-1,8 1 5
FJ7 8-00-00 16' BCI? 6000s-L8 1 1
FJ8 6-00-00 16' BCI? 6000s-1.8 1 1
FJ9 5-00-00 16' BCI? 6000s-1,8 1 8
FJ10 4-00-00 16' BCI? 6000s-1.8 1 1
FJll 3-00-00 16' BCI? 6000s-1,8 1 1
Rml 16-00-00 1 1/8' x 16' TJ? Rim Board 1 5
Bkl 2-00-00 16' BCI? 600Ds-1.8 1 31
0
I
MUM
Itw Qst
111
12 0 237/16
IU -2
3) ALL VALLEYS ARE TO BE MWEMLLY
FRAMED BY RM-DEP,
4) ALL TRUSSES ARE
SPACTC,
1
Ss VISEW
5) ALL WALLS MA ON R-a BE LOAD
6a SY42 TRUSSES MUST BE NSTAWITHTHETOPBEN
LLED
7.) Ali OF TRUSS NVIGERS TO BE SMSON
SS 9THERVISE NgTER ALL
TRUSSFLOIRIWSON
SS
RANGERS
SE
O BE S
8J /LINTEL ) TD BE
TO
SHOP DRAWING APPROVA
LAM IS TW Sal ®MIRE VTR gAMTO _._.._,. OF
MM AND V= Ali PREVW AgNTETLW IR
MM IA1TA'TS REM 40 k [F TKS LATTA
OF REMM UK A!!T MUS VRi BE RET. iE
WrDS TO MR KAW ONES TMT Vii W
nlBWdersFirstSource
Orlando
PHOND 407-651-2100 FAXi 407-851-
Mant Citj
PN D 813-759-5951 FAX, 813-75i
Starlight Homes
2\\\ff}f\
ESG0«m 2014 R
g& l5
T-E-1-IM ', featuring beams, joists and
rim boards that work together as a system,
so you spend less time cutting and fitting.
In fact, the SIMPLE FRAMING SYSTEM'
uses fewer pieces and longer lengths than
conventional framing, so you'll complete
jobs in less time.
oull BUlk"i 11-lonne,:",
Ule _wh "
SIMPLIE Ov"
Now it's easier than ever to design and
build better floor systems. When you
specify the SIMPLE FRAMING SYSTEM',
your clients will have fewer problems with
squeaky floors and ceiling gypsum board
cracks. The SIMPLE FRAMING SYSTEM'
also means overall better floor and roof
framing than dimension lumber allows.
Boise Cascade Engineered Wood
Products' SIMPLE FRAMING SYSTEM"
often costs less than conventional framing
methods when the resulting reduced
labor and materials waste are considered.
There's less sorting and cost associated
k-f
only what you need. Although our longer
lengths help your clients get the job done
faster, they cost no more.
As an added bonus, floor and roof systems
built with BCI Joists require about half
the number of trees as those built with
dimension lumber. This helps you design a
home both you and future generations will
be proud to own.
QmlplK`-1 S 1 D11V
Light in weight, but heavy-duty, BCI
Joists have a better strength / weight
ratio than dimension lumber. Knockouts
can be removed for cross -ventilation
and wiring.
Product Profiles, BC11 Architectural Specifications ......... 3
About Floor Performance, BC11 Residential Floor Span Tables,
One Hour FloorlCeiling Assembly ..... 4
BC11 Floor Framing Details ... ..................... 5-6
BC10 Joist Hole Location & Sizing, Large Rectangular Holes ... 7
BC' Cantilever Details, Web Stiffener Requirements . 8-9
BCP'Floor Load Tables ..... 10- 12
BCII-' Roof Framing Details ............. 13- 14
BC11 Roof Span Tables ..... ............. 15- 18
BC/0 Roof Load Tables ...... ....... 19-23
BC11' Design Properties, BC10AIlowable Nail Spacing 24
Boise Cascade Rimboard Products/Properties , . . . 25
The consistent size of BCI11 Joists
helps keep gypsum board flat and
free of unsightly nail pops and ugly
shadows, while keeping finish work to
a minimum.
3A
These highly -stable beams are free
of the large-scale defects that plague
dimension beams. The result is quieter,
flatter floors (no camber) and no
shrinkage -related call-backs.
Boise Cascade Engineered Wood
Products offer several engineered
BC RIM BOARD& OSB, BC RIM
BOARD' and VERSA-RIMO (check
supplier or Boise Cascade EWP
representative for availability). These
products work with BCI1 Joists to
provide a solid connection at the
critical floor/wall intersection.
VERSA -LAW Products, Specifications, Allowable Holes..... 26
VERSA -LAM' Details, Multiple Member Connectors . . ...... 27
VERSA -LAMS' Floor Load Tables (100% Load Duration) ....... 28
VERSA -LAW- Snow Roof Load Tables (115% Load Duration) ..... 29
VERSA -LAM" Non -Snow Roof Load Tables (125% Load Duration). 30
VERSA -LAW Closest Allowable Nail Spacing .... 31
VERSA -LAMS' Design Values ........................... 31
VERSA -LAW 1.8 2750 Columns, VERSA-STUDv 1.7 2650 32
Computer Software. BC FRAMERO, BC CALC° .......... 33
Framing Connectors: Simpson, USP ........ . . , 34-35
Lifetime Guarantee . ... ........ Back Cover
BC11 Joists VERSA -LAM"' VERSA -LAMS
BC104500s 1.8 BCr5000s 1,8, 13016000sl.8 BCI'6500s!,8 BCl'60s2,0 BCl'90s2,0 1, 7 2,13 15, 1,8 2,
11/81, 1
1 1/2, 11 "1 _F 1 '12" 1
7--
T91/2" 91/2" 111/81, 11 Val,
7/119%" 11 a %] 11 Val, 14" 14" 31/2" 31/2"
to 7W' 14" 11 vw" 14" 14" 16" 16" to 16"
16" 14" 16" 161,
cD, C1 =1_3
13/11 2" 25/16 2/1,3` 2'hc," 3/," 1 1/2 1%", 31/2" 31/2" to 51/4"
Some products may not be available in all markets. Contact your Boise Cascade EWP representative for availability.
n"I -,a
N
This work includes the complete The BCIO Joists shall be sized
furnishing and installation of all BCr Joists and detailed to fit the dimensions and
as shown on the drawings, herein specified loads indicated on the plans- All designs
and necessary to complete the work. shall be in accordance with allowable
BCI1 Joists shall be manu- values and section properties developed in
factured by Boise Cascade Engineered
accordance with ASTM D5055 and listed
Wood Products with oriented strand board in the governing code evaluation service's
webs, VERSA -LAM' laminated veneer
lumber flanges and waterproof, structural
adhesives.
Joist webs shall be graded Structural I
Exposure 1 by an agency listed by a model
code evaluation service. Strands on the
face layers of the web panels shall be
oriented vertically in the joist. The web
panels shall be glued together to form a
continuous web member. The web panels
shall be machined to fit into a groove in
the center of the wide face of the flange
members so as to form a pressed glue
joint at that junction.
Additional drawings showing
layout and detail necessary for determining
fit and placement in the building are (are
not) to be provided by the supplier.
The BC I' Joists and section
properties shall be manufactured in a plant
evaluated for fabrication by the governing
code evaluation service and under the
supervision of a third -party inspection
agency listed by the corresponding
evaluation service.
VERSA -LAM`
2.0 3 10',
31/2"
to
24"
31/2", 5W
The BC I`
Joists, if stored prior to erection, shall be
stored in a vertical and level position and
protected from the weather. They shall
be handled with care so they are not
The 13CF1 Joists are to be installed in
accordance with the plans and the Boise
Cascade Engineered Wood Products
Installation Guide. Temporary construction
loads which cause stresses beyond
design limits are not permitted. Erection
bracing shall be provided to keep the BCI"'
Joists straight and plumb as required and
to assure adequate lateral support for
the individual BCI' Joists and the entire
system until the sheathing material has
been applied.
I I The BCII Joists shall be evalu-
ated by a model code evaluation service.
About Floor Performance
Homeowner's expectations and opinions vary greatly due to the
subjective nature of rating a new floor. Communication with the
ultimate end user to determine their expectation is critical. Vibration
is usually the cause of most complaints. Installing lateral bridging may
help; however, squeaks may occur if not installed properly. Spacing
the joists closer together does little to affect the perception of the
floor's performance. The most common methods used to increase
the performance and reduce vibration of wood floor systems is to
increase the joist depth, lifnitjoist deffections, glue and screw a
thicker, tongue -and -groove subfloor, install the joists vertically
plumb with level -bearing supports, and install a direct -attached
ceding to the bonon-i flanges of the joists
The floor span tables listed below offer three very different
performance options, based on performance requirements of the
homeowner.
THREE STAR*** **FOUR STAR**** CAUTIONt * MINIMUM STIFFNESS CAUTIONALLOWEDCYC-OR*
Live Load deflection limited to LAW The Live Load deflection firrilted to L1960+: Live Load deflection hinited to L/360:
common industry and design community In addition to providing a floor that is 100% Floors that meet the PM11HIMMI building,
standard for residential floor joists, 33% stiffer stiffer than the three star floor field code L/360 criteria are structurally sound to
than 1_1360 code rimmmurn, However, floor experience has been incorporated into the carry the specified loads, however, there is a
performance may still be an issue in certain values to provide a floor with a premium I much higher risk of floor performance issues.
applications, especially with 91/." and I lIK" performance level for the more discriminating j This table should only be used for applications
deep joists without a direct -attached ceilinghomeowner, where floor performance is not a concern. C
F Joist
Joist oist12" 13 IP,21" '24" 32 12 16" 9 2 24 3"" 12" 1 16" 19 2" 1 24" 32" 0,
Peptq 'Its Co CCl 0 0", o C 0 C, 0 C, 0, C, o,c 4500s
1,8 _161,11" 15'-6" 14'-8" 13'4" 111-91 11'-6" ll'-6" 101-01, 10'-0*' 9'-7" 181-91, 16'-8*15'-3" 13'-7" 111-9" 5000s
181 I7-6' W-O" IS-Z' 14'-1" 12'-5" 1 V-6" 1 V-6" 101-01, 10'-0" 9-1 1 19'-4" 17'-9" 16'-4" 14'-7"_ 12'-5 6000s 1,
8 18'-2" IV-$" 15'-8" lAV-W' I3-4" 111-61, Ill.6Ir01001002021 W-5" 1T-5" 1 r_11 I 1_1 1-1, '-" 15'-9" 13'-
8" 6500s 1,8 18,-8,, 1 it-r iv-v, 16-
0 IS-0' 1114" 11,41, 101_011 101-01, 101-01, W4" W-11` 1 T- 10" 16-7 14'-3" 4500s 1,8 204' 18'4` 17'-3" 151-51, 131-
41, 15'-6" 14'-3" 13'-5" 12'-6" 114" 21 10" 18'-11" 17'-3 ` 15'-5" 1 T-4 5000s 1,8 20,-9,, w-v, lr-iv, iv-r
13'-4" 15,41, 14'-9" IT-11" 12'-11" 11 -9" 2T-0" 20'-4" 18'--6" 16-7" 13'-4" 6000s 1.8 21-7- i 194` 18-7" 17*-4"
1410" 16-6` 151,41 14'-5" 13'-5" 12'-1" 23-10" 21 10" 20'-0" IT-11" 14'-10" 11 Tl, 6500s 1,8 22-2' 20-3' 19'-2" 17'-
I0 14'-
10" 16-0. 16-10" 14'-11" 13'-10 12'-7' 24r-6" 22'-5" 21'-l" 18'-1 0" 14'-10" 60s20 _23-7' 21'-W 20'-4' 18-11" 16'-4" 1
W-o" 161-91, 16-9" 14'-8' , 13'-3" 26'-1" 23'-10" 22'-6" 21'--0" 16-4" n gas 26' 7" 24'-,T' 2Z-10' 21'-3" 19'-4"
19 '--ft, 18 -i o,, 17 -fr, 16-5" 14'-10" 29r-5" 26' 10" 26-a" 23'--6" 19'-4" o 18 -9" 16'-9" 13'-1 1 F4500;, lus 22'-g" 20'-
7" 18'41 16%9" IT-11" 17'-10" 16-Y 15'4' 14'-3" 1T-Or' 7101, 2Cr-T` 5000s 1 8 23-r' 21'-7" W-2" 18'-
0" IX-
11" 18'--6" 16'-10" 15-11" 14'-9" 13'---5" 25'-7" 22'-l" 20'-2" 18'--0" 131-111, 6000s 1 8 24-6v 22_ IT-11' 27'-1" 23'-11"
21'-10" 19'-6" 15-5" 14" 26-2" 22'-Il 20'-6" 15'-5" 6500s 18 2!
y-
2" t 23'-0" 21Y-2" 16-5" W-8" 'IT-11" 16-11 " 16 -8 14'-3" 27'-fir, 60s 2,0 26-9" 24'-5' 23-#' 21'-5" 16'-4" 20'-
11 19'-0" 1 r-1 v, 16'-7" 151-11, 291-7" 27-0" 26-6" 21 '-10" 16-4" 90s2O z 0'-1" 2r-6" 26-10" 24'-0" 19'-6" 23'-6"
21'-4" 20'-0" 18-,6" 16-9" 33'-3*' 30'-4" 28'-7" 26-0" 19'-6" 4500s 1 8 26'-2" 22'-0" 20*-1" 17'-11" 14'4' 19'-
911 181-0, 17'-0" 15-10" 14'-1" 25'-5" 22'-0" 20'-1 1T-1 1 14'-1'* 1 2-9,-'--- 6-'-_4 6000s 1.8 27-4 ' 26-6" 23'-4"
i 20'-10" 15-
9"
6500s 1,8 27-9" 25r-4" 23'-Il' i 21'-1" 16-9"
2V-9" 19*-9" 184" 17'-4" 16'4" 16" 30r-8" 11 24'--6" 21'-1 15-9" 4 --- 60s2,0 29-r' 27W 264" 21'-10" 1 I6-4" 23'-2"
21'-
1" 19-10' 18'-5" 16-4" 324" 29'-10" 27'-4" 21'-10" 16-4" 90s20 1 33'-4" 30'-4" 28-r' 26-2" _191-7" 26'-0"
23-7' 22-2" 20'--6" 18'-7" -a10 1 33'-7" 3V-8" 26-2" 19'-7" Span table is based on a residential floor load of 40 psf live load
and 10 psf dead load (12 psf dead load for 90s 2,0 joists). Span values assume
D132" minimum plywood/0SB rated sheathing is glued and nailed to
joists for composite action Ooists spaced at 32" o,c. require sheathing
rated for such spacing _ 7/81, plywood/OSB). Span values represent the most restrictive
of simple or multiple span appli- cations. Analyze
multiple span joists with BC CALCI sizing software if the length of
any span is less than half the length of an adjacent span.
Span values are the maximum allowable clear distance between supports. Table values assume minimum
bearing lengths without web stiffeners for joist depths of 16"
inches and less. Floor the will increase dead load and may
require specific deflection limits, contact Boise
Cascade EWP Engineering for further information. This table was designed to apply
to a broad range of applications. It may
be possible to exceed the limitations of this table by analyzing a specific application
with the BC CALCI sizing software. Shaded values do not satisfy the requirements
of the North Carolina State Building Code.
Refer to the THREE STAR table when spans exceed 20 feet) One -
Hour it Resi,sltive Assembly, ICC ESR 1336 See the US version of
the Boise Cascade Fire Design & Installation
Guide for specific
specific assembly information and other fire resistive options or
contact your local Boise Cascade representative.
FIRE ASSEMBLY COMPONENTS 1 Min. "/32" thick
tongue and groove sheathing (exterior glue), installed
with long edge
perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued
to joists with construction adhesive. 2 BCII Joists at 24" o.
c. or less. 3. Two layers Y." Type
X or two layers %" Type C gypsum board, installed
per Figures 2 or 3 of ICC ESR 1336, SOUND ASSEMBLY COMPONENTS When constructed with
resilient channels Lq carpet & pad to fire assembly:
STC=54 IIC=
6& or d! 31/2"
glass fiber insulation to fire assembly: or Ld an additional layer
of minimum Y." sheathing and 91/2" glass fiber insulation
to fire assembly
NOTE 0 40
The illustration below is showing several suggested BCI1 blocking or 2x4 'squash" block on each
applications for the Boise Cascade EWP products. side required when supporting a load -bearing
It is not intended to show an actual house under wall above.
construction, .. ..... .
NO MIDSPAN BRIDGIN(_, IS REQUIRED
FOR 130' JOTS 1 S
FOR INSTALLATION STABILITY,
Temporary strut lines (1x4 min.) Won
center max. Fasten at each joist with
2-8d nails minimum.
DI imension iornbot is
no,l cwitabfor us,,,t is
a rin-1 board in BC!
floor syst,;',rns, 0(
0 BCI11
rim joist. See
page 6. For
load bearing cantilever details, see page 9., 1
111,',1s!s VL RIA-LAM AL! J,01; I in,,st Eloise
Cascade EVIT, ,nd to e ,
o,th 'ins Bois, Cciscan, i'sualai"d c,;
stcm, ary stanAa ds Vf' RSA-! AM, AL[ 1015' ano RCT J(),,s S!
Ds ,,,J4),s,l so,"ec", , t11 ,r Pa f all ns!
a11jt,,3VER,5A-LAtX AiAJOiST, ,,)-,a BC1 J,,., s,_ .1! orlY MWRIMMTM 11h"
knockout
holes at approximately 12"
oic. are pre -
punched. M Ar'
P"
See
page
7 for allowable hole
sizes and location.
VERSA -LAM"
LVL beam. Endwall blocking
as required per governing building
code. BCI-* Blocking
is required when joists are cantilevered.
Q! ". w
eathef oi @;emv, d ai nvi`--n ctmau,s wi
i We t)onas Fak,,e to corre""Ti SM,; L se u, "Mall VEIRSMAKI ALi Q!S
1 BCI,'jcs, in accoiJarsei,i'i Bo e Cascado EVI.,P G3,i,du 11 , c; m,_eal
SAFETY WARNING PRODUCT HANDLING
TO AND AT JOB SITES DO NOT ALLOW WORKERS
ON BCIJOINS I' UNTIL ALL. HANGERS, BCI`1 RIM JOISTS,
RIM BOARDS, BCI'BLOCKING PANELS, X-BRACING AND TEMPORARY
1x4 STRUT LINES ARE INSTALLED AS SPECIFIED
BELOW, SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT
ATTENTION TO PROPER BRACING DURING CONSTRUCTION,
ACCIDENTS CAN BE AVOIDED UNDER
NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES:
Build a braced end wall
at the end of the bay, or permanently install the first eight feet of
BCI® Joists and the first course of sheathing. As an alternate, temporary sheathing may
be nailed to the first four feet of BC11" Joists at the
end of the bay. All hangers, BCIO rim joists,
rim boards, BCIx blocking panels, and x-bracing must be completely
installed and properly nailed as each BC111 Joist is set. Install
temporary 1x4 strut lines
at no more than eight feet on center as additional BCIJoists are set.
Nail the strut lines to the sheathed area, or braced end wall, and
to each BCII Joist with two 8d nails, The ends of cantilevers must be
temporarily secured by strut lines on both the top and bottom flanges.
Straighten the BCI® Joists to within
R, inch of true alignment before attaching strut lines and sheathing. Remove
the temporary strut lines only
as required to install the permanent sheathing. Failure to install temporary
bracing may
result in sideways buckling or roll-over under light construction loads.
Do not stack construction materials (sheathing,
drywall, etc) in the middle of BCI1`i Joist spans,
contact Boise Cascade EWP Engineering for proper storage and shoring information.
The:, are some differences between i,,
ngineered wood DrOdUCAS amd traditional Imnber products In
terms of product t-,andhng: Avoid handling and stisrir,,
g BC I' joists in the flat d'rection, VERSA -LAM' is densor
and due to the coatmg ap,,-slied to the SUrface, cari
be more apt to sliding. Please, coo -,icier these difference,; when transpoiting
and handling engineered wood prodUCtS,
Additional floor framing details available with BC FRAMER" software
BCI*
BCII Joist
joist, blocking. nor
Dimension lumber
Ts not suitable for
Nail Boise use as rimboard
Cascade with BCII Joists.
Rimboard to
BCr Joists w ith Dimension lumber is not Blocking may be required
Iperpendicular to wall, 8d nail into suitable r use asrun consult design professional t
eachflange. board w BCI* Joists Use of BCI® rimjoist requires 2x6 of
record and/or local building official. wall for minimum joist bearing. BOISE
CASCADE' Top
Flange or Face One Bel nail i Rimboard' z
Mount
Joist Hanger each side at bearing
Solid
blocky Note: BCI* floor a "'
A' 11postsjoistmustbe befrom
above designed to can, 11/
2" minimum bearing to bearing wall above when length (
13/4" required for below. not stacked over 18'
and deeper Joists) wall below. VERSA
LAM' To limit splitting flange, start nails at least 11/2' wall 1Blockingrequiredunderneathbracedfrom
end. Nails may need to be driven at an panels and shear walls, consult design angle
to limit splitting of bearing plate, professional of record. JoistBCI
SlopeCutReinforcementbelowDetail
restoresoriginalallowables
Far Toad bearing wall above Blocking maybe required at intermediate bearings for j [toable Squash Block Vertical Goad j sneartreaction value tocut end ofLIC11jorst. BCII over wall
below), floor diaphragm per IRC in high seismic areas, consult [Iblftj d Joist shall not be used as a collar or rafter tension no. local building
official. Site 20
4463
3347 2789 1 Load hearing
I 2x6 7013 5259 4383 '3506 L wall
above
stacked over
1. Squash blocks are to be in full contact wall below)
with upperfloor and lower wall plate, P, BCII Joist',.,
blocking, 1
Capacities
shown are for a double squash blocks
at each joist, SPF or 2x block.
better. 2x blocking
required at bearing (not shown for clarity). FBacker block
min. plywood/OSB rated sheathing as reinforcement. Double 3Cl® Joist h 'rn
G (minimum
12" Connection Sheathing df orInstall reinforcement with face grain horizontal. install on 01 wide).
Nailwith
I both sides of the joist, tight to bottom flange, Leave 0_10
Filler Block Joist 10-10d hails. closure minimum 1/4" gap between reinforcement and bottom of Hanger ar (
see chart below) top Range. Apply construction adhesive to contact BCI* Joist
surfaces and fasten with 3 rows of inin. 10d box nails at blocking 6"
ox. Alternate nailing from each side and clinch. e requird
forcantilever. Minimum
Hqqlkegh Filter MOCK.
Nail i Web -Filler no Root Pitch with 10 -
10d nails. Nailing 12" 'Wall 12 7112
2 1 on -center —
Backer block
required where top fla ge i Connection valid for all For load bearing cantilever, see pages 8 4 1A 4 1/, 4 1/, 4 1/, 4X 4 1/, and 9.
Uplift on backspa shall be --l— -1— ____4__ T
tv,,"
2%" joist hangerloadexceeds250Ins. applications. Contact Boise Cascade '2 3 A" 3"/,6" 2Y,6" 2, Install tight
to top flange, EWP Engineering for specific conditions. i considered in all cantilev r designs, LATERAL SUPPORT
BCIw Joists
shall be laterally supported at the ends with ban ers,
rimboard, BC11 rim joist or blocking panels. BC19 blockingpanelsorrimboardarerequiredatcantileversup
orts, Blocking may
e required at intermediate bearings for floor dia
hragm per IRC in high seismic areas, consult local b3ldin
1,g official. MINIMUM BEARING
LENGTH FOR BCI' JOISTS Minimum end
bearing: 11/2' for all BCII'Joists. 3N' is required at
cantilever and intermediate supports. Longer bearing
lengths allow higher reaction values. Refer to
the building code evaluation report or the BC CALC® software.
NAILING REQUIREMENTS
BCIa` rim
joist, rim board or closure panel to BCIO joist: Rims or
closure panel 11/4 inches thick and less: 2-8d
nails, one each in the top and bottom flange. BCI1 4500s/
5000s rim joist: 2-10d box nails, one each in
the to and bottom flange. BCI® 6000s/90s rim joist: 2-16d box nails, one each in the
top and bottom flange. BCI® 6500s/
90s rim joist: Toe -nail to flange to rim Bdowith 2-
10d box nails, one each sideofflange. irsilot joist, rim board or BCI® blocking panel to support: Min.
8d
nails @ 6" o.c. per IRC, Connection per
design professional of record's reffication for
shear transfer. I BCisttosupport: 2-4d nails,
one on each side of the web, placed 11h inches minimum from
the end of the BC111 Joist to limit splitting. Sheathing
to BCII
joist: Prescriptive residential floor
sheathing nailing re!Vires Ed
common nails @ 6" o.c, on edges and @ 12 o.c. in the field (IRC Table R602,3(1)). See closest allowable
nail spacing limits on page 24 forfloor diaphragm
nailing specified at closer spacing than IRC.
Maximum bracing spacin
for full lateral stabilit 18" for BCII
4500s & 5AOs, 24' for larger BCIo joist series. 14
gauge staples
may be substituted for Bid nails if the staples penetrate
at least 1 inch into the joist. Wood screws may
be acceptable, contact local building official and/
or Boise Cascade EWP Engineering for further
information. BACKER AND FILLER
BLOCK DIMENSIONS 4500s a " a
r % " Two Nt" wood panels or 1.8 wood
panels 2x— , 5000s Y4 " or'/
8 " Two 3/4" wood panels or 1.8 wood
panels 2x- 6000s 11/8'
or two 1/2 2 x + '/,6" or 1.8 wood
panels wood panel 6560s TW' or
two 1/8" 2 x + s/s" or 1.8 wood
panels 3/4" W-bod panel 60s 2.0
1yr" or two V 2 x + Vo;" or wood panels 1/
2" wood panel WEB STIFFENER REQUIREMENTS
See Web Stiffener
Requirements on page 9. BC1, RIM JOISTS
AND BLOCKING 1) No web
stiffeners required, 90s2O 2 x —
lumber Double 2 x — lumber (2) Web stiffeners required at each end of blocking. Cut backer and filler
blocks to a maximum defIll cm values not applicable for rim joists. to the web depth
minus Y4" to avoid a forced it, N/A: Net applicable
i}?z Jo
No holes (except knockouts) — A Six" round hole may be as specified
allowed in bearing zones cut anywhere in the web. tic n.,t cut holes
Provide at least 3" of larger than IVY'
clearance from other holes, round in cantilevers.
Minimum distance from support, fisted in table below, is required for all holes greater than 1112"
771-s}IS; ' t st1 `t i t ' ` t v ` ar r 1`4 r i \ti Select a table row based on joist1 ... .i,.. . t . ....` c . ,.y z- 1 La1eztv,s.. 1. .fi ii.§.,a,.z.i depth and the actual joist span
Round Hole Diameter [in], 2y 3 4 5 6 6% 7 8 8 9 10[ 11 12 13 rounded up to the nearest table
Ik6 tangu[arHoie Silo " 3 6 span_
Scan across the row inj
to the column headed by the 8
1'-0" 1'-1" 1'-5" 2' 1" 2' 9"' 3'-1" y3` 5" appropriate
round hole diameter Any
or rectangular hole side. Use 9'!
z" Span 12
1'-0" 1'-2" 2'-2" 3'-2" 4'-2" 4'-8" 5-2" the longest side of a rectangular Joist [
it)
hole The table value is the 16
1'-0" 1'-7" 2'-11" 4'-3" 5-7" 6'-Y 6'-11" closest that the centerline of the hole
may be to the centerline of Round
Hole Diameter [in] 2 3 4 5 6 6"%x 7 8 8'l J 10 11 12 13 the nearest support. Rectangular
Hole Side 2 3 , 5 7 8The entire web may be cut Out .
DO NOT cut the flanges. 8
1'-0" 1'-1" 1'-5" 1'-10" 2' 4" 2' 7" 2'-10" 3'-4" 3'-9" Holes apply to either single or
multiple joists in repetitive Any
12 1'-0" 1'-4" 2'-1" 2'-10" 3'-7" 3'-11" 4' Y 5' 0" 5'-8" member conditions. SpanJoist [
it]
16
1'-0" 1'-10" 2'-10" 3'-9" 4'-9" 5' 3" 5' 9" 69" 7'-7" " For multiple holes, the amount of uncut
web between holes 20 1'
1" 2' Y 3'-6" 4'-9" 5-11" 6'-7" 7'-2" 8` 5" 9' 6" must equal at least twice the diameter (or
longest side) of Round Hale
Diameter [in] 2 3 4 5 6 61/2 : 7 8 87/a 9 10 11 12 13 the largest hole. Rectangular Hole
Side _ - _ 2 3 3 5 6 6 8 9 1 h" round knockouts in the web tp] _ may
be removed by using a short 8 1'
0" 1'-1" 1'-2" 1'-3" 1'-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" 3'-4" 3'-8" piece of metal pipe and hammer. 12 1'-
0" 1'-1" 1'-Y 1'-10" 2'-6" 2'-10" 3'_1" T 9" 4'-3" 4'-4" 5'-0" 5'-7" Holes may be positioned verti- Any cally
anywhere in the web. The 14" Span
16
1'-
0" 1'-1" 1'-8" 2'-6" 3'-4" 3'-9" 4'-2" 5'-0" 5'-8" 5'-10" 6'-8" 7'-5" joist may be set with the 1 /" Joist knockout
holes turned either up 20 1'
0" 1' 1" 2'-1" 3'-2" 4' 2" 4' 8" 5' 2" 6'-Y 7' 2" 7'-3" 8' 4" 9' 4" ordown. 24
1'-
0" 1'-4" 2'-6" 3'-9'' 5' 0" 5' 8" 6'-Y 7'_6" 8' 7" 8'-9" 10' 0" 11'-2" This table was designed to apply to
the design conditions Round Hole
Diameter [in] 2 3 4 5 6 6'/2 7 8 8'/a 9 10 11 12 13 covered by tables elsewhere Rectangular Hole
Side 2 3 5 5 6 8 9 10 it this
publication (maximum in] - uniform
PLF load). Use the BC 8 1'
0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-Y 1'-Y 1'-7" 1'-11" 2' 0" 2' 5" 2' 9" 3' 2" 3'-7" CALC" software to check other hole sizes
or holes under other 12 1'
0" 1'-1" 1'-2" 1'-2" 1'-Y 1'-6" 1'-10" 2'-5" 2'-11" 3'-0" 3'-7" 4'-2" 4'-9" 5'-4" design conditions_ It may be Any possible
to exceed the limita- 16' Span
16
1'-
0" 1'-1" 1'-2" 1'-2" 1'-8" 2'-1" 2'-6" 3'-Y 3'-11" 4'-0" 4'-10" 5'-7" 6-4" 7'-2" tions of this table by analyzing Joist a
specific application with the 20 1'-
0" 1'-1" 1'-2" 1'-2" 2'-1" 2'-7" 3'-1" 4'-1" 4'-11" 5' 1" 6' 0" 7` 0" 8'-0" 8'-11" BC CALCs software. 24 1'
0" 1'-1" 1'-2" 1'-4" 2'-6" 3'-1" 3'-9" 4'-11" 5'-11" 6` 1" 7'-Y 8'-5" 9' 7" 10" 9" rge ular
Holes in BCII-P' Joists 0 Hole
size
table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24' on -center. See Max
Hole Size on Maximum Hale Size hole chart
for Joist Depth (tole See Max Hole Size on we r Joist
Span Minimum 2x diameter/ -e.... ", Joist -. Chart for Joist Dept 16 Joist width of
largest hole Joist Simple Multiple Depth Span
Span t S2apan t! 9f`
6"
x14" 6"x12"' w w
11 f `
8" x 16" 8" x 13" t Simple SpanJoist6'-0" Min - - ' -- Multiple Span Joist 12'-0" Rgln Multiple Span Joist 12 -Q" Min — _•- 14 9"
x 18" 8- x
16 l t
10" x
17" Larger holes
may be possible for either Single or Multiple Additional holes
may be cut in the web provided they meet the span joists; use BC CALC® sizing software for specific specifications asshownintheholedistancechartshownabove16" 12' x
16" 10" x
14" P I 9 or as
allowed using BC CACCz sizing software. analysis.
rina Cantil I
1 31 , JoistsBC1'
1 . Cut 48" long reinforcers to match the joist depth. Use min. "/32" plywood/OS 13- rated
sheathing, exposure 1, 48/24 span rated. The face grain must be horizontal (measure the 48"
dimension along the long edge of the panel).
2, Fasten the reinforcer to the joist flanges with 8d nails at 6" o.c. When reinforcing both sides,
stagger the nails to limit splitting the joist flanges,
3 Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9,
4, Use the BC CALL" software to analyze conditions that are not covered by this table It may
be possible to exceed the limitations of this table by analyzing a specific application with BC
CALL'"' software.
45 55
00 Jaist spacing in
24 0 0 0 0
2
0
24
0 0 0 WS
26 0 0 0 0 0 0 0 0' WS
28 0 0 0 0 0 0 0 0 WS
30 E 0 0 0 0 0 WS 0 0 1
va 32 0 0 0 0 0 WS 0 0 1
34 0 0 0 0 0 WS 0 0 1
36 0 0 0 0 0 WS 0 WS 2
38 0 0 0 0 0 1 0 WS x
a 40 0 0 WS 0 0 1 0 1 X
24 0 0 0 0 0 0 0 0 0
2610 0 0 0 0 0 0 0 0
28t0 0 0 0 0 0 0 0 0
30 0 0 0 0 0 0 0 0 0
ur 3210 0 0 0 0 0 0 0 0
34 0 0 0 0 0 0 0 0 WS
36 10 0 0 0 0 0 0 0 1
38 0 0 0 0 0 0 0 0 1
40 9 0 0 0 0 0 0 0 1
24 0 0 0 0 0 0 0 0 WS
26 0 0 0 0 0 WS 0 0 WS
28 0 0 0 0 0 WS 0 0 WS
CO i 30 0 0 0 0 0 WS 0 WS WS
32 0 0 0 0 0 WS 0 WS 1
34 0 0 WS 0 0 WS 0 WS X
36 0 0 WS 0 0 Ws 0 WS X
38 0 0 WS 0 WS 1 0 WS X
40 0 0 WS 0 WS I WS WS X
42 0 0 WS 0 WS X WS 1 X
24 0 0 0 0 0 0 0 0 WS
26 0 0 0 0 0 0 0 0 WS
28 0 0 0 0 0 WS 0 0 WS
30 0 0 0 0 0 WS 0 0 WS
rN 32 0 0 0 0 0 WS 0 WS WS
34 0 0 0 0 0 WS 0 WS 1
36 0 0 WS 0 0 WS 0 WS 1
38 0 0 WS 0 0 WS 0 WS 2
40 0 0 WS 0 WS WS 0 WS 2
24-- o a 0 0 o o ... 6 0 WS
26 0 0 0 0 0 0 0 0 WS
j 28 0 0 0 0 0 WS 0 0 WS
0
30 0 0 0 0 0 WS 0 0 WS
32 0 0 0 0 0 WS 0 WS 1
34 0 0 0 0 0 WS 0 WS 1
36 0 0 WS 0 0 WS 0 WS 2
38 0 0 WS 0 0 WS 0 WS 2
40 0 0 WS 0 WS WS 0 WS 2
24 0 0 0 0 0 0 0 0 M
26 0 0 0 0 0 0 0 0 WS
28 0 0 0 0 0 0 0 0 ws
i 30 0I 0 0 0 0 ws 0 0 ws
i 32 0 0 0 0 0 WS 0 0 ws
34 0 0 0 0 0 WS 0 WS ws
36 0 0 0 0 0 ws 0 ws 1
38 0 0 0 0 0 WS 0 WS 1
40 0 0 WS 0 0 ws 0 WS 1
24 0 a a o a o 0 a
26 0 0 0 0 0 0 0 0 0
28 0 0 0 0 0 0 0 0 0
30 0 0 0 0 0 0 0 0 0
32 0 0 0 0 0 0 0 0 0
34 l 0 0 0 0 0 0 0 0 Ws
36 0 0 0 0 0 0 0 0 WS
38 0 0 0 0 0 0 0 0 1
40 0 0 0 0 0 0 0 0 1
A
PLYWOOD 'OSEs REINFORCEMEW7
If iyequirecl per T,7ble ori page'8}
23/32" Min. x 48" long plywood / OSB
rated sheathing must match the full
depth of the BCI'x Joist- Nail to the
BCI11' Joist with 8d nails at 6" o.c. and
nail with 4-8d nails into backer block.
When reinforcing both sides, stagger
nails to limit splitting. Install with
horizontal face grain.
The tables on page 8 assume a wall
weight of 100 pit, in addition to the
roof loading shown. Applications with
The tables and details on pages 8 and 9 indicate the loading that exceeds the loads shown
type of reinforcements, if any, that are required for load- shall be analyzed with BC CALCII T-O"
bearing cantilevers up to a maximum length of Z-O". software, Backer block
Cantilevers longer than 2'-0" cannot be reinforced, These requirements assume a
However, longer cantilevers with lovvor loads 100 PLF wall load. Additional support
may be allowable w'thout reinforcement. Analyze may be required for other loadings, Uplift on back span shall be
specffic application" w0i the BC CAL.0software, see BC CALCO software. considered in all cantilever designs 23/
32" min. plywood/OSB or
rimboard closure. Nail with
8d nail into each flange.
Non -
Load Bearing Wall Cantilever Details BC! ,
Jois's al,-e nended o'nilky Fasten the 2x8 minimum to the BCI® Joist by nailing through the backer block and pl-Olt "
C'non in-1 Uh ,ate joist oist webwith 2 rows of 10d nails at 6" on center. Use 16d nails with BCI11 90s 2.0 pcov!aepe',1,--'.1'--11ent er joists. Clinch
all nails. 0 BCI'
Joist blocking Wood Structural
G Wood backer block 2x Closure Panel Closure
See page 6 of Eastern 2x8 minimum Specifier Guide
I 13CIJoist blockingSection Drywall
Ceiling
or
View Wood Structural Back
Span maximum
Panel Soffit Minimum
IY21nmes 3
Back Span
Not to exceed
4'-0" These details apply
to cantilevers with uniform loads only. It may be
possible to exceed the limitations of these details by analyzing a specific application
with the BC CALCx software. Small Gap: W"
111m., 2"
max. See
Web r-
Stiffener Nadi"
Schedule Webchart
2'
nnirL, Stiffener
4" max./
Width
Nails 2"
min,
4"
max. nghtFit
Web Stiffener required when concentrated
load exceeds
1000 lbs
S"fe", W
thrw_t "ve", M Gap NOTES
Web
stiffeners
are
optional except as noted below. Web stiffeners
are
always required in hangers that do not
extend up to support the top flange of the BCr
Joist. Web stiffeners may be required with certain
sloped or skewed hangers or to achieve
uplift values. Refer to the hanger manufacturer's installation
requirements. Web stiffeners are
always required in certain roof applications, See
Roof Framing Details on page 14. Web
stiffeners are
always required under concentrated loads that
exceed 1000 pounds. Install the web
stiffeners snug to the top flange in this situation.
Follow the nailing schedule for intermediate hearings, Web
stiffeners may
be cut from structural rated wood panels, engineered
rimboard or 2x lumber BCI" 90s only),
For Structural Capacity:
Web stiffeners needed to increase the
BC111 Joist's reaction capacity at a specific bearing
location Lateral Restraint in
Hanger: Web stiffeners required when hanger
does not laterally support the top flange (
e.g., adjustable height hangers). Web stiffeners may
be of multiple thickness e.g., BC10
6500s, double Y," panel OK). Web stiffeners may
be used to increase allowable reaction values.
See FCIx Design Properties on page
24 or the BC CALCII software, Cantilever Length
Back
Span Maximum
1-1-1 __
3 Back Span
not to exceed
4'-W q
BCI11 Joist
Bearing
Location Joist Series 7
D e pth En d Intermediate 91/21, 2-
8d 2-8d 4500s 1.8
2-8dd 3-
8d 14" 2-8d
5-8d 16'" 2-8d-
6-8d 91/2 2-
8d, 2-8d mm 5000s, 1.
8
11%- 2-8d 3-8d 14"_ 2-8d
5-8d 91/2" 2-
8d 2-8d 6000s1.8 11
7/s"
2-8d 3-8d 14" 2-8d
5-8d 16" 2-8d
6-8d 9%" 2-8d
2-8d 11%11 2-
8d 3-8d 6500s1.8 14
2-8d
16" 2-8d
6-8d 11 Ma" 2-
8d 3-8d 60s 2.0
14" 2-8d 5-8d 16" 2-8d
6-8d 117/811 3-
16d 3-16d 90s2,0 14"
5-16d 5-16d 16" 6-16d
6-16d
Floor Load Tables
Allowable Uniform ^x U Loadx*" K" Floor (
in pounds per lineal foot [PLF])
Total Load values are limited byshear, momoni, or
deflection equal toL/24O,
Live Load values are limited hydeflection equal \oL/480. For
deflection limits ofL/36Uand L/96n.multiply the Live Load values
by 1.33and O.5Orespectively. Both the Total
Load and Live Load columns must be checked, Where aLive
Load value ianot shown, the Total Load value will control,
Table values apply Weither simple
mmultiple span joists, Span iameasured center Wcenter ofthe
minimum required bearing length, Analyze multiple span joists with the
BCCALCwsoftware ifthe length ofany span isless than half
the length ofanadjacent span. Table values donot consider composite action
from gluing and nailing floor sheathing (composite
action is considered in floor span tables on
page 4). Total Load values assume minimum bearing
lengths without web stiffeners for joist depths of18inches
and For assistance with floor design, consult
the section This table was designed {oapply Nabroad range
of applications. |imay hepossible |oexceed the limitations ofthis
table byanalyzing aspecific application with the BCCALCIsoftware,
in pounds per lineal foot PL
Floor Load
Allowable Uniform Floor Load
in pounds per lineal foot .
CI® 90s 2.0 aeries
2/,6'° Flange idth 3Y2" Flan e Width
i
BCl1160s 2.0 BCIO 60s 2.0 9CIO 60s 2.0 BCI" 90s 2.0 1 BClO 90s 2.0 BCl" 90S 2.0
Span Live Total Live Total Live Total Live Total Live Total Live Total
Length ? Load Load Load Load Load Load Load Load Load Load Load Load_
6 1 366 - 366 I - 366 450 - 453 - 456
7 314 314 - 314 385 - 388 391
8 275 275 275 337 I - 340 - 342 _
9 244 - 244 - 244 300 - 302 304
10 220 - 220
I -
220 270 - 272 - 274
11 200 - 200 200 245 - 247 249
12 183 - 183 183 225 - 226 228
13 169 - 169 - 169 207 - 209 210
14 155 157 - 157 157 192 - 194 I - 195
15 128 146 - 146 - 146 180 - 181 182
16 107 137 - 137 137 152 168 170 171
17 90 129 - 129 - 129 129 158 160 j 161 _
18 I 77 122 110 122 122 110 150 - 151 ( 152
19 66 115 95 115 i 115 95 142 134 143 - 144
20 57 110 82 110 109 110 83 135 I 117 136 11- 137
21 50 100 72 104 95 104 72 128 102 129 130
22 43 87 { 63 100 84 100 63 122 1 90 123 119 124
23 55 95 } 74 95 56 112 79 118 105 119
24 49 91 65 91 49 99 70 113 I 94 114
25 43 87 58 88 44 88 63 108 83 109
26 I 1 52 84 56 104 75 105
27
E
47 81
E
50 100 67 101
28 42 78 45 91 1 61 97
29 41 82 I 55 94
30 50 91
Total Load values are limited by shear. moment, or deflection equal to Table values do not consider composite action from gluing and nailing
L/240. floor sheathing (composite action is considered in floor span tables on
page 4).
Live Load values are limited by deflection equal to L/480. For deflection
limits of L/360 and L/960, multiply the Live Load values by 1.33 and 0.50 Total Load values assume minimum bearing lengths without web
respectively. stiffeners for joist depths of 16 inches and less.
Both the Total Load and Live Load columns must be checked. Where a For assistance with floor design, consult the section About Floor
Live Load value is not shown, the Total Load value will control. Performance on page 4.
Table values apply to either simple or multiple span joists Span is This table was designed to apply to a broad range of applications- It
measured center to center of the minimum required bearing length. may be possible to exceed the limitations of this table by analyzing a
Analyze multiple span joists with the BC CALCr software if the length of specific application with the BC CALC, software,
any span is less than half the length of an adjacent span.
f Framin
I Rafters
Temporary strut lines - (1x4 min.)
8 ft. on center maximum. Fasten
at each joist with two 8d nails
minimum.
sm
i
Blocking not shown
for clarity.
SAFETY 'V%,'t`bR)Nt'N
DO NOT ALLOW WORKERS ON BCC' JOISTS UNTIL AI,L HANGERS, C1"
RIM JOISTS, RIM BOARDS, 6C1" BLOCKING PANELS. -BRACING AND
TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BEL01vN,
Build a braced end wall at the end of the bay, or permanently install
the first eight feet of BCr Joists and the first course of sheathing.
As an alternate, temporary sheathing may be nailed to the first four
feet of BCr Joists at the end of the bay.
All hangers, BCp` rim joists, rim boards, BCr blocking panels, and
x-bracing must be completely installed and properly nailed as each
BCIe1 Joist is set.
Install temporary 1x4 strut lines at no more than eight feet on center
as additional BCI44 Joists are set. Nail the strut lines to the sheathed
area, or braced end wall, and to each BCI1 Joist with two 8d nails.
Structural ridge VERSA -LAM'' or
load -bearing wall required.
Blocking or other lateral
support required at end
supports.
on
Im
BCI'' Rafter header
Multiple BCE' Rafters may be required.
SERIOUS ACCIDENTS CAN FLFSULT FROM INSUFFICIENT A'LTENTICN TO
PROPER BRACING DURING CONSTRUCTION.. AC-CIDENTS CAN BE AVOIDED
UNDER NORMAL CON'DI"THONS BY FOLLOWING THESE GUIDELINES:
The ends of cantilevers must be temporarily secured by strut lines
on both the top and bottom flanges.
Straighten the BCr Joists to within 'N, inch of true alignment before
attaching strut lines and sheathing.
Remove the temporary strut lines only as required to install the
permanent sheathing.
Failure to install temporary bracing may result in sideways buckling
or roll-over under light construction loads.
BC,I , Ceiling Joist with Bevel End Cast (Fear Lirroted-Access .Attics ON/)")
mac 1' Joist slaalf not be tised as collar/tension tie. Roof rafter shall be
stipported by ridge earrr or caterer- tipper bearing stipport.
Continuous floor sheathing or
1x4 Nailer @ Max. 4'-0" o_c.
Rafter Strut---Y--
Roof Rafter
2'-e^ o.c. or Bcl` 4500s) ?
Ceiling Loads: Q.C. or Be[* 5000s}
Minimum Neel Depth '.
Live Loafs = 10 psf
See table at right) Dead Load ® i pisf
12 2x Blocking
I Min.6
Gl s±3 t 1 /8raQt}5 Fillee r •` '
i
g eilitwg 1#i9E >4 c Maiimutit '
3r/a" Minimum Beanng - '
2x4 wall) Each End
19`tx" BCIL 4500s 1.8 f 5000s 1.8 l 6000s 1.8 (65o0s 1.8 i 20`-0"
i111" Bcle 450Qs 1.8 f 5000s 1-8 1 6000s 1.8 1 6500s 1-8 22'-6"
114" BCI,"4500s 1.8 1 5000s l,8 1 6000s 1.8 1 6500s 1.8 i 24` 6"
if roof loads present, see Notes 2 & 3 at right)
Joist End Wall
Depth 2x4 j 2x6Minimum
Nee{
9'l7'zi' _.
i
1/"
Depths j 11t ' 3t 2/
14" 4`R' 3%
1) Detail is to be used only for ceiling joists with no access to
attic space.
2) Ceiling joist must be designed to carry all roof load
transferred through rafter struts as shown.
3) BCIx ceiling joist end reaction may not exceed 550 pounds.
4) Minimum roof slope is 6/12.
5) Nail roof rafter to BCi® top flange with 1 - 10d (Y long) box or
larger nail.
6) 1x4 nailers must be continuous and nailed to a braced end wall.
7) Install a web filler on each side of BCII .foist at beveled
ends. Nail roof rafter to BCIe' Joist per building code
requirements for ceiling joist to roof rafter connection.
a
Additional roof framing details available with BC FRAMER" software
2x beveled plate for slope Rimboard / VERSA -LAM"' blocking. i
greater than 1/a/12, Ventilation "V" cut: CID
1/3 of length, '/2 of depth
Rimboard / VERSA -LAM' blocking.
Ventilation "V" cut:
Rimboardnor
V
d
Ve ntilation
V 'ERS
n u a ho
length,
1/3 of length, 1/2 of depth
2x4
b ckingto* Tight fit- Flange of BCJ1 Joists may
for lateralforsoffit be birdsmouth cut only at
po rtt
stability. the low end of the joist. supper
6" Birdsmouth cut BCII Joist2'-6' max.
Simpson VPA or USP TMP connectors or equal can flange must bear fully onFlangeofBCI1Joistsmaybebirdsmouthcutonlyat
be used in lieu of beveled plate for slopes from plate, web stiffenerthelowendofthejoist. Birdsmouth cut BCIO Joistt 2%16" max
3/12 to 12/12. recurred each side. flange must bear fully on plate, web stiffener required
each side. Bottom flange shall be fully supported.
Simpson or USP LSTA24 strap, nailing per Simpson or USP LSTA24 strap where slope010dnails- 2x4 one side for 135 ELF max, exceeds 7/12 (straps may be required for lower
at 6" o.c. governing building code, 2x6 one side for 240 PCP max. k slopes in high -wind areas). Nailing per governing
BCI1 blocking building code. VERSA -LAM LVL Holes cut
support baa for ventilation.
VERSA,LAMLVLsupportbeam.
Backer block.-- -
Thickness per
corresponding
BCI1 series. A2xblock
BC11 blocking
Holes cut ouble-beveled" Beveled web stiffener
4'-0b.d. for ventilation, wood plate, J on each side.
Blocking on both sides of ridge may be required for
Simpson LSSLJ or USP TMU hanger. T-6" honz shear transfer per design professional of record.
L Double joist may be
Backer block L required when L exceeds
minimum 12" wide) (T-0- rafter spacing.
Joist Nail with 10- led nails. max,),
Hanger --Blocking as required.
X'
Z outrigger I
through BCII
web. DO N,011 bevel -cut joist" it
Filler block. Nail beyond inside face of wall, except
with 10 - 10d nails, for specific conditions in details
6 1 fJAS
t 2" x outrigger shown on pages 6 and 13 of the
Backer block required where top flange notched around BCI Eastern Specifier Guide.
Joist hanger load exceeds 250 lbs. top flange. Outrigger
Install tight to top flange. spacing no greater
End Wall. than 24" on -center.
LATERAL SUPPORT
BCI1' Joists must be laterally supported at end supports
including supports adjacent to overhangs) with
hangers, rimboard, or blocking (VERSA -LAM", BOISE
CASCADE' Rimboard or BC11 Joist). Metal crass
bracing or other x-bracing provides adequate lateral
support for BC111 Joists, consult governing building code
for roof diaphragm connection provisions.
MINIMUM BEARING LENGTH FOR BCI i01STS
Minimum end bearing: 11/2" for all BC11 Joists. 3Y2" is
required at cantilever and intermediate supports.
Longer bearing lengths allow higher reaction values.
Refer to the building code evaluation report or the
BC CALCII software.
NAIL.ING REQUIREMENTS
BCII rim joist, rim board or closure panel to BC10 joist:
Rims or closure panel 11/4 inches thick and less:
2-8d nails. one each in the top and bottom flange.
BC11 4500s/5000s rim joist: 2-10d box nails, one
each in the top and bottom flange,
BCP` 60OOs/60s rim joist: 2-16d box nails, one
each in the top and bottom flange.
BCII 6500s/90s rim joist: Toe -nail top flange to rim
joist with 2-10d box nails, one each side of flange.
BC11 rim joist, rim board or BCI'- blocking panel to
support:
Min. 8d nails@ 6" o.c. per IRC.
Connection per design professional of records
specification for shear transfer.
BC111 joist to support:
2-8d nails, one on each side of the web, placed
1Y2 inches minimum from the end of the BCI'1 Joist to
limit splitting.
Sheathing to BCII joist:
Prescriptive residential floor sheathing nailing requires
8d common nails @ 6' o.c. on edges and @ 12" o.c. in
the field (IRC Table R602.3(1)).
See closest allowable nail spacing limits on page 24
for floor diaphragm nailing specified at closer spacing
than IRC.
Maximum nail spacing for minimum lateral stability:
18" for BCII 4500s and 5000s, 24" for larger BCI®
joist series.
14 gauge staples may be substituted for 8d nails if the
staples penetrate at least I inch into the joist.
Wood screws may be acceptable, contact local
building official and/or Boise Cascade EWP
Engineering for further information.
BACKER AND FILILER BLOCK DIMENSIONS
Cut backer and filler blocks to a maximum depth equal to
the web depth minus Ni" to avoid a forced fit
WEB STIFFENER fir QUIREWILE TS See
Web Stiffener Requirements on page 9. PROTECT
BCI )OISTS FROM THE WEATHER BC ,
Joists are intended only for applications that movide
permanent protection from the weather, Bundles
of BCI,' ims's sh(Alld be, cnve[,-d and store d off of
tht: ground on, stickers, MIAXIMUM SLOPE
Unless otherwise
noted, all roof details are valid for slopes of
12 in 12 or less, VENTILATION The
11/
z inch, pre -stamped knock -out holes spaced at 12
inches on center along the BCP` Joist may all be
knocked out and used for cross ventilation. Deeperjoists that
what is structurally needed may be advantageous
in ventilation design, Consult local building official
and/or ventilation specialist for specific ventilation requirements.
BIRDSrOOiUTH CUTS
BC18 Joists
may be birdsmouth cut only at the low end support,
BCII Joists with birdsmouth cuts may cantilever up
to 2'-6" past the low end support, The bottom flange
must sit fully on the support and may not overhang
the inside face of the support, High end supports
and intermediate supports may not be birdsmouth cut.
00f SDan T
Maximunn clear span in feet and incrws, based on horizontal spans.
BCIO 4500s 1.8 Series BCIO 5000s 1.8 Series
1%" Flange Width 2" Flange Width
91/21, 111/81, 14" 161, 91/21, 111/81, 14"
BCI® 4500s 1.8 BCI'11 4500s 1,8 BCI® 4500s 1,8 BCII 4500s 1.8 BCr 5000s 1,8 BCI- 5000s 1.8 E3CV' 5000s 1,8
FIE7,v e ' TIDa4/12j 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 14/1'2'4/'1'2 8/12
Load I Load or to to or to to or to to or to to or to to or to to or to to
1p(Psfl Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12
20 11 0 2 3 -'i 22 K -, 5 2?, -5 2r-- -'9 2-1 29'-7" 27'- 11 "25'- 1 33i-8" 29'-5"
20 1 2 21 -3 -T H; 2--- b 122'-1 20'-5" 28'-0" 26'4' 24'4' 27'-' Sniw 20 2 0 2 20-2' 5 -4 45,,, 29 2- 15-1 2 2 1'-0" 19'-4" 25-9" 25-O` 23-iD" M-5" 28'-5",26'-2"
25 10 22'-8" 21'-5" 19'-11" 26-11"25'-6" 23'-8" 30'-2" 29'-0" 26'-11 32'-3" 31'-7" 29'-10" 23'-7" 22'-4" 20'-9" 28'-1" 26'-7" 24'-9" 31'-11" 3030'-2" 25
15 21'-7" 20'4" 18-10" 25'-9" 24 -2 22 - 28-2" 2T-5" 25'-6" 30--1 29'4" 28'-3" 22'-6"! 2 _21 25'-Y 23'-4" 30'-3" 28'-8" 26'-7" 11 '0:: 12" 30
10 21'-8" 20'-6" 19'-1" 26-9" 24'-5" 27 -9" 26-3" 2T-9" 25-11 30'-2" 8" 22'-7" 121: 9!- 171' 2 5'- 5 " 23'-9" 30'-'4" 28'-1 1 2T-O" 129'-8" 28' 1-4 1 O.C'
Snowi' "3'
0 15 1 11
20'-9"
I I'
ll I t 19'J'
16-7 24 -5 234' I 1
11 21 -8` '
J" 26-111 24'-7" 28'-5" 26 11
11 - I I I 4111- ' ' ' ' ' 11 27' 2 -
13", 27'-B" 254' 2177 120 5'--9"4''4-'" Z-7" 28' 15% i ...
4'6' 16 231-2" 2Z-61" 214 1 1 1 i 2 -2" 251-31':24!-11`1 2,V-2,1 2r-Y' 26141126-1 11 201-611 191-84 1 181-7111241-511123-5' 2TZ 27-2" ; 26-8", 5' 1 J '
3' 1 9 12 -10" 2 5' K-7' 254" 2Z.6' 12 F-4" 23'-6" 30'-6`28'-9" 26'-8" Non, , _002" -7 24 24-T 22 J-5 2, -9 - 3 - 6' 125-C'
i', -3 24 22 -1, 1 2 27-2 2C 2 4'-" 29 '2 5 -2 26- " 18'6" 2"' 120" 2812250" 0" 2'-'-V'T-1" '- S ni ow 201-o, 21'-4-j0'-0 '2 12 5 20 20 11 9 -63' 1R -
3- 15- 10' IT-3' 2, 1 2 5 4 24 -5 22'--,' 26 -22 24'-' 1 20 4' 19'-0" i 17'-6" 24'-3" 22'-8" 20'-1027'-2",'25'-10' 23'-9`' 25 10 20'-6" 19'-5" 18'-1" 24',0":
23'-1" 21%6" 26'.1" 25-7" 24'-5" 27'-11"; 27'-4", 26-7 21'4' 20'-2"18'-10' 25'-6" 24'-1" 22'- " 28'-1" 27'-4" 25'-6" 25 15 19'-T 1 F-F 17'-1 " 22'
4" 21'-9" 20'4" i 244" 23'-9" 27-11" 26'-0" 254" 24'-5" 20'-5" 19'-2"' 17-9" 24'-0" 22'-10" 21'-2" 26'-2" 25-6" 24'-V 3010 19'-7" 164" 74" 22'-5" 22'-0" 20'-
7" 24'-5" 24'-0" 23Er '-5" 26-l" 26-'! 25'4' 20'.5"11 V 4"'18'-24'-1 4" 21'-6" 26'-3" 25'-9" 24'-5" O.C. 30 15 18'-7" IT-9" r -6 21 1" 129-
7" 19'-7" 23'-0" 22'-5" 21'-9" 24'-7" 24'- 23'-T 19'-7" 181-6 -2" 22-8" 2Z-O" W-Y 24-4' 24'-l", 23'-3" 16, 0 0 `16'-10' 21'-7" 21'-3",20'-1" 23-6"
23-2" 22'-W' '1' 1 6" t%7'4'- 17'-1' 16-7 2144T-T 21'-19' 21'-7" 21'-1" 234' 23'-0'* 22'-7" 18'-7" A 7' 16 18'-V(17'4" 20201 'A'-6`'-"19-32 i" 24`
1 2AV 21'-4" O-T' 16-615'-6" 1_1 -j "J, 1 F -2" 2U-19'20 1, 10 .-1 " ZU .4 Zu'-Z": I V--V" 25'- 1 25'-8" 28 2
65'- 8 " 21'-," -11118"6" 26-2-23'4'
22'-l" 28'-8",27'-0" 25'-1" Non- 202` 17-'," 24'-2" 22'-, 0" -Z' 126', 24'!, 2", Snow, 20 15 1918-1 IEF-8" 2Z-v" 24'-," 20'-0" M
8'- 1 W 17'4" 23'- 10" 22'-5", 20'-8" 26-Ti, 25'-6"' 23'-6" 24 22 _7" 26,'- 5' 20 20 18 -4' `7 -2 21 -2" 2 5' 18-C' 23'-,' 22 -4
2V3' 221 L)- _111' 7- 10' 22'-9,"21'-4" 19-7"24102'!'-11"22'-3" 25 10 19'-3" 2121'-5" 6"21'-1" 25'-7" 25 15 16-0" 74"
16-0" 20'-5" 19'-1 0" 19' _l" 22' _3" 21'-
8" 20-10" 23-9": 23'-l" 22'4' 19'-2": 18'-0" 16-8" 21'-11 21'-4" l9'-11'23'-10"23'-3" 22'-5" 19.2" ' 1 9,5., 1 30 10 18'-0" IT-F 16'-3" 20'.5" 20.
1"; 122'-
3" 21'.4"
23'.
10" 2S-F27-10" W-2" i 18'-Z'!1 V-1 1 2Z-O" 21 -7" 20'-2" T-1 1 " 2T-6",22' 11 1 1 ' 1 -3" Snow, 30 J 15 16-11 16'-7" 15'.6" 19'-3" 18'-
9"
18'2"
20' 11"' 20'5"19-10" 22'-5":21'.10"I'2`!-2"' 820'-8" 20-2:', 1,9,4. 22-6" 22'-0" 21'-3 1 .3" 21'4' 21'-V 1 J" 1 16 1-1 19'-4'\l 8-1 0'
21'-V" 21'-1": 20'-8" 40 i 10 16-2 15 -i 1'6-"2' 18 16-a IT4, M-11", 19-826T-4" 4 Non- , 20 10 1 F-: I"" IT 22 "' 21 11 14 - Y 23_ 22' 2' X: -4'Y
19'-7" 16-6117'-2" 5 Or 2S4" 22'-0" 20'-5" 25-9`25'- 23'-3" Snow 2 0 15 :9' 1 U',5" 1 2,"3" 1 '22'-! '5' 2 48'8"' IT
19'-2" 23-9", 23'-1-2`-9" 8 18_4' -5`116'- 1 " U-10" 20'-T i 12 5 20 20, 8 5 114'J'' 1115_" l,-? "1", 2 '1','- R I c", 1
1 22 21-3 2)'-,1' 1, T.8", 16'.7" i 1 5'-Y 2U-4"' 19'4', 1F-2" 22'-2" 21'-5" 20Y-5" 25 10 'TY 1671015 9` 19',619'-2" 1TTT271--3 9-167 2 3' 22 7g--7T2 F-
2 E, 1 T-151 T-7-,16'4' iTT 20'-7 19'-6'22'-10"22'-5" 21'-9" 25 15 16'-1" 15'-7" 1410" 1 18'-2" 17'-9" 17l 19-10" 19'-4" 18'-8" 21.3" 20'-
8" 19'-11 17'-3" 16'-8" 15'-5" 19'-7" 19'-1 18'4" 21'-4"20'4' 20'-0" 24" c30 10 161-11, 151-10", 16-1 " 18'-3" 17'.11 17'-6" 119'-11" 19'-7" 1 9`-i 21 "-S'
i
29-
11 2Y-F IT-4" 116'-10115'-8" 19'-7" 1 9"-3 1 8"4' 1 21'75" 2 V-0", 2 V-6" O. 30 15 15'-2" 14 4" 144" 17'4'' 16'-9" 16'-3" 1184' 16.3" 17'9' 20'-0" 19'.6' 18`-11 "
16-3`15-11 18'-5" 1" 8'-O" 1T-5" 20'-l" 19'-8" 19'-0" An in 9d'" ' = 461.111 l&' JA'.J" 1 11 TA n" 17_7" 17-T'l 1AQVii 11W:5` 4 'i'-A" 1 A'«
T' 117'.7": 4 101-91"IR'.Iao lww Table values are limited by shear, moment, total load deflection equal to L/180 and live load deflection equal to U240. Check the local building code
for other deflection limits that may apply. Table values represent
the most restrictive of simple or multiple span applications. Analyze multiple span joists
with the BC CALL"" software if the length of any
span is less than half the length of an adjacent
span. Table values assume minimum bearing lengths without web
stiffeners for joist depths of 16 inches and less, This table was designed
to apply to a broad
range of applica- tions It may be possible
to exceed the limitations of this table by analyzing
a specific application with the BC CALCI software. Slope roof joists at
least 1/4" over 12" to minimize pending. Allowable spans and loads shall
be adjusted and checked for wind load as required
by local building code,
Roof SDan Tables
Maxii-nurn clear span in fe(,-)t and inches, based on horizontal spans,.
BCIO 6000s 1.8 Series
26/16" Flange Width
BCJI'I 6000s 1.8 BC11616000s 1,8 BCIO 6000s 1.8 BCIII' 6000s 1.8
L e
VI—aefl- v ad 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12 4/12 4/12 8/12
LoadaLd oadD or to to or to to or to to or to to
ILPI, I [psfl psfl Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 12/12
20 1 2 4'- 6' 22 -9,' 31-- 29 2 2 T, 10-9 36 - 3, 7" 34 -0' Non-
1 2 22'-0" 20, - 2 2-'-,!' 24'-f 9ate 27'- 4 j 35' 3""
25 10 24'-8" 23'-4" 21'-8" 29'.4" 27'-9" 25-10" 33'-4" 31'-6" 29'4" 36-10" 34'-10" 32'-5"
25 15 23'-6" 22'-2" 20'-6" N-O` 264" 24'-5" 31-10" 29--11" 27-9" 34'-11" 33'-1" 301-81,
12"
30 10 23'-7" 22'4" 20'-10' 28'.0" 26'-7" 24A" 31'-11" 30'-2" 28'-2" 351" 33'-5" 31'-2" 0.
C. Snow
30 15 22-711 21 *4" 194' 1 26' - 11" 25'-4" 2T-6" 30'-7" 28'-10" 26-9" 3T-O" 31 11' NJ" 115%
In 21'.5" XT-7" I 24'-6" 1 2TA" it 29'-0" 27- Non,-
20 1'o 2 3, J6' 22 -2" 20'-7" 28'-0' 26'-5" 24'-6' i I'- I G 3,1-tip - -'15,-21, 3T-2' 30'-10" 2 - 1," Snow
2 0 151 212'-Y 2U- 11 19'--4 26 -F 24.11 .13 -r.' MC,2' 2F 4" 26-2 E 33*-4" 1'4' 28-11" 8 -
26-I 1 24'-9 31''-5" 202021'-3' 191-11 25 23 -8" '1 4- —Lo — —2 25
10 22'-4" 21'-1" 19'-8" 26'-T 25'-V 23'-5" 30'-3" 28'-T 26'-7" 37-5" 31--7" 29-5- 25
15 21'-4" 20'-1" 8-7 254" 23'-10" 22'-1 ' 28'-3" 27'-2" 25-2" W-Y 29--5 27'4" 16"
1 30
10 21'4" 20'.3" 181-101, 25'-Y 24'-V " ' 22-5284' " 274" 25-6" 30'-4" 29'-9" 28'-Y O.C.
Snow 30
15 20'-6" 19'-4" 17'-11" 24'4" 23'-0" 21'-4" 26'-8" 26'-0" 24'-3"' 28'-6" 27'-10" 26-10" 40 1
10 IT-5" 18'-7" 17'-7" 23'-1 22'-2'* M-11" 25-5" 25'-0" 23' 115% 1627-2' '2'6"-9" 26.2"' A 20'.
1"
24'-2" 23'-8" 22'-10" 25'-10" 264" 241-81. JI 50
0
18'-0" 17'-3' 16W 2V-3' 20'-6" f 19'4' 2S-2" 2X-2" 24 4' 24'.6" 24'.1" 23'-4"
22.10"... 50 15V-11" 17'-1" IV4' 20'-4" 20'-0" 19'-0" 2ZZ 21'-10" 21'-e Non- 21")
10 22-,, K-10" 19 4" 26'-T' 2-"- 10 2_03 n 9-1, G8 26'-2'* 3 T- 1" 31'-2' 28 -11 24'-7" 'T
Snow 20 1520 -1 141 18'-2" 24'11` 23 -5" 21 28'-4 26' 7" 3- - C 29'-5" 21 -2" o -6, -9
125 20 9,-1 11 F-81, 23'-C' 2Z-F 2CLli" 2,5'- 10' 25 4 23'-3' 28'-8" 27 25' 25 10 21'-
0" 18'-6" 24'- 11 23'-7" 22'-0" 27`-8" 26-10" 25-0" 29'-T 28'-11" 2T-8" 25 15 20'-
0" 18'-1 0" 1T-5" 23'-8" 22'-5"' 20'-9" 25-9" 25'-1" 23'-7" 27-71. 26-10" 25-11" 19.2" 30
10 20-V IT-9" 2T-T 22'-7" 214 -- 26-10" 25'-5" 24'-0" 27--8" 27-Z' 264' O.C, I
I 1 11 11 11 11 11 11 11 I "I I'll I "I I I , , 1, , Snow 30
15 19'-
3" 1 V-2" 16'-10" 22'-4" i 2V-7" 20'-0" 244" 2T-9" V-10" N-O" -5" 24,7" 115% 1' 8-"-'34
1,7-66", '1'6-"-6"" 2' t "- 3 20'.10" 44 22'-10" -2-2°-4," 24 9 24-5" f 2 1 40 f 15 17-
10" 17 0 15'-1 19-10" 18-10" 22'.0" 21.7" 21-0" 23-6" 50 10 16-1
q' 1 V-4" 19'-S" 1 V-2" 1 B'-T 2V-V 20'-10" 20'-6" 22.7" 224" 21'-11" A"1. 50, 15
161-4 . ... ..
1 151-01, 18'-7" 10'-3 17'.10" 201-311 191-1111 1 9'-5I 21141 21'41 20-10" Non, 210 10 21C'-
6` 19'-4" 17',- 11 24'-4" 2Y-O' 21, AV 2" -9' 26, - 2 24'-3.. 211 1-2. 28'-, 1 26-10" S n ow 20
15 19 -4" 18'-2" 16,- 11 01" 23-G" 21'-8" 20'-U 25'-F 24'-8" 22'-9" 27-1--" 25-7 25,2)" n 17'J' i5-
ii, 22'-0" T. 18-1' 2 v- 11 - 2" - 21 _T' 25'_7' 24-9' 2 3'--' 25 10 19'-5"
18'-4" IT-l" i 22'-8" 21'-10" 20'-4" 24'-8" 24'-2" 23'-2" 26-5' 25'-10" 25'-2" 25 15 18*-6"
17 -5" 16'-2" 21 *-2" 20'-7 19'-3" 23'-0" 22'-5" 21-8" 24 8 24'-0" 23'-2" 24" 30 10 18'-
7" 17-7 16'-5" 21'2" 20'-10" 19'-6" 23-1" 22'-8" 22-2" 24'-9" 24'-3" 23'-8" 0, C, Snow 30
15 17'-
7" 161-91, 16-7" 191-1111 19'-6" 18'-T 21'-9" 21'-3" 20'-6" 23-3 22'-'8'" 21'-11" 115%, 4,0 1o,
5'. i 9'4 '&-W 20'4 19'4' i 8;4' &.
Roof SDan T
MaXifli',Um clear spavi in feet arid inches, based on horizor'Aal spans.
Live I Dead
Load I Load
Non -
Snow 2,_,
2 5 2 G
25 10
25 15
12" 30 10
O.G.
Snow 30 15
115% An' in,
91/2" BCV` 6500s 1.8
4/12 4/12 8/12
or to to
Less 8/12 12/12
rZ,
2'
24 3 22 -8
25'-5" 24'-1 22'-5"
24'-3" 22'-10" 2 V-2 "
24'-4" 23'-0" 21'-6"
23'-4" 22'-0" 20'-5"
11'/." BCI11 6500s 1,8
4/12 4/12 8112
or to to
Less 8/12 12/12
3 0" 3 0' - 2-,', HO
23 - 4
3
30'-3"' 28'-7" 26'-7"
28'-10" 27'-2" 25'-1
28'-11 27'-4" 25'-6"
27'-8" 26'-2" 24'-3"
14" BCIO 65100s 1.8 16" BCIO 6500s 1.8
4/12 4/12 8/12 E 4/12 4/12 8/12
or to to or to to
Less 8/12 12/12 Less 8/12 12/12
0 0'
3 32'-2' 17
Z 'i 10Y_ el 3 3 "1 10ace
34'-4" 32'-6" 30'-3" 37'-11 35-10" 33'-5"
32'-9" 30'-10 40 _f 36'-2" 34'-1" 31'-7"
32'-10" 31'-1 29'-0" 36'-3" 34'-4" 32'-1"
31'-6" 29'-9" 27'-7" 34'-8" 32'-10" 30'-6"
No, 2 i) 4'- 4 22'- 1 1- 2 1 - 3 28'-10" 27'- 2 25'- 3'' 32 -10'' 30'-1" 4 -2'' 31
2,) 1-3-3 2"
125"'" 20 20 20'- 3, - i 2' 91_8 27,9t' 2 5. 6, 32'9" 3 0'- 8 2 8'- 2
25 10 23'-1" 21'-10" 20'-4" 27'-5" 25'-11" 24-1 31'-2" 29'-5" 27'-5" E 34'-1" 32-6" 30 3"
25 15 22'-0" 20'-8" 19'-2" 26-1 24'-7' 22'-9" 29'-8" 27'-11 25'-11" j 31 1 0" 30'-11 28'-7"
16" 30 10 22'-0" 20'-10" 19'-6" 26'-2" 24'-9" 23'-1 ' 29'-9" 28'-2" 26'-4" 31'-11" 31'-2" 29'-1
O.C.
Snow' 30 15 21'-1" 19-11" 18'-6" 25'-1' 23'-8" 22'-0" 28'-1" 26-11" 25'-0" 30'-0" 29'-4" 27'-7"
115% 40 10 20'-0" 19'-3" 18'-2':,,, 23'-122''-16" 'i 2'1'-7" 26'-9'* 26'.0" 24'-6" 28'-7" 28'-2" 27'-4 40
15 191-9" 18'-811 17'-5'23'-4" 22'Z 20'-8" 26-5""] 24'-11 23'-6" 27'-2" 26'-8" 26-111" 16'
A 1 22'A" 21*.2" t 20'-1" 24'-5',24'-1" 22'-1011 26*-111 25'-9" 25'-3" 50
15 18 1 1 23'.5" 23'.0" 22'-4" 25'41 24'4' 4 Non-
7 22 1 '-6 2 0 2TA 5'_ 7 23 -9' 3 (Y - 10 2 9'- 3 4'- 3 S
2
2 0 10 9' 3' 1' 9) 24'-6" 22 - 11 21 -1 2 7. _10" I 24 2 8' - 9' 6' 25
10 21'-8" 20'-6" 191-11, 25'-9" 24'-4" 22'-8" 29'-1" 27'-8" 25'-9" 1 31'-1 30'-6" 28'-5" 25
15 20'-8" 19'-5" 18'-0" 24'-6" 23'-1" 21'-5" 27'-2" 26'-3"' 24'-4" 29'-0" 28'-3" 26'-11 19,
2" 30 110 20'-8" 119W" 18'-3" 24'-7" 23'-3" 21'-9" 27'-Y 26'-6" 24'-8" 29'-V 28'-7" 27'-4" O.
C. Snow
30 15 191-101, 181-91, 17'-5" 23'-6" 22'-3 ' 20'-8" 25'-7" 25'-0" 23'-6" 1 27'-5" 26'-9" 26-11" 115%
10 18'-1011 181-111 17'-1 22'-4" 21'-5" 24'-4- 1 24'-0'" 23'-0" 26'-1" 25'-8" 25 2" 46,
15 18'-6" 17'-6" 20'
4" 16'-
4" 21'-3" W-10" 19'-5" 23'-2" 1 22'-9" 22'.11, 24'-9" 24'-4" 23'-8" 50
10 17'-$"' 15'' 20""*' 19'-10" 18*-10" 22*-3" i 221-011 21'-5" 3'-9i 2" T-6" 2 2T-1" 50 i
15 17*-3" 16'-7" W-6" 19*-7" 19'-3" 18o5" 21'-4" 21'-0" 20'-6" 22'-10" 22'-2" 21'-2" Non- 2,
01 10 2', -1' i9 11 18 25'- 1 2,3 85 22' 2 (3, - 6, 2C)'-11" 2,'3'- V i 31 2 0111 - 9 27'- 7 Sno%v
7 21--0" 181 - 9 17 2 2'-1' 20'_'' 27 -0- 5'- _g- 2 3 - 5' 23 -11 2 8'- 0' 2,-,-11' 125 51
0
2 0' F 18'-11 17'-8" 23'-10" 22'-6" 21'-0" 1 26'-0" 25'-6" 23' -10" 27'-10" 27'-3" 26'-4" 25 15
191-11, 18'-0" 16'-8" I 22'-3" 21'-5" 19'-10" 24'-3" 23'-7" 22'-6" 25-11" 25'-3" 24'-4" 24" 30
10 19'-2" 18'-2" 16'-11 22'-4" 21'-7" 20'-1" 24'-4" 23'-11" 22'-11" 26'-0" 25'-7" 24'-11 Q. Snow
30
15 18'-4" 17'-4" 16'-1 21'-0" 20'-6" 19--1" 22'-10" 22'-4" 21'-7" 24'-5" 23'-11" 23'-1" 115% Ao
in 171-r", ir'l-All Ir".011 9n1_r)" 1w-A" 4-o 1, 9 _C) r i ';vv 14 1-' 1 11 11)'Aill Table values
are limited by shear, moment, total load deflection equal to
L/180 and live load deflection equal to L/240. Check the local building
code for other deflection limits that may apply. Table values
represent the most restrictive of simple or multiple span applications.
Analyze multiple span joists with the BC CALCO software
if the length of any span is less than half the length of
an adjacent span. Table values
assume minimum bearing lengths without web stiffeners for
joist depths of 16 inches and less. This table
was designed to apply to a broad range of applica- tions It
may be possible to exceed the limitations of this table by analyzing a
specific application with the BC CALCI software. Slope roof
joists at least 1/4" over 12" to minimize pending. Allowable spans
and loads shall be adjusted and checked for wind load
as required by local building code.
Roof Span Table
MaXil1"WIT11 clear span iri feet and inclhes, based on, horizontal spans,
BCIO 60s 2.0 Series BClO 90s 2.0 Series
2-'/16" Flange Width 31/2" Flange Width
11%" BC1O 60s 2.0 14" BCE® 60s 2.0 16" BC111 60s 2.0 1 IM." BC1O 90s 2.0 1141 " BC(-' 90s 2.0 ' 16" -BCI-90s 2,0
Live Dead 4 12 4/12 8/12 4/12 4/12 8/12 /12 8/12 4/12 4/12 8/12 4/' ' 4/12 8/12114/12 4/12 8/12 4/12 4 12
Load Load I or to to E or to to or to to or to to or to to or to to
psf] [psf] Less 8/12 12/121 Less 8/12 12/12 Less 8/12 12/12 Less 8/12 :12/12 Less 8/12 12/12 E Less 8/12 12/12
Non 2 C! 1 3 2' 9 Tc" 4' _7 ' 3,'-"' 33 4", 24'- 3- 2'' 244 3)" 4 1 - s49'"' 46. 3' 42 - 1 15'
1,1 '-4' 39-11 37 0 3j% -5' 14'-3- 41 3R -1 2 C, 20 3 ID CT 28,1-10' 2--!z 3 _5 -1 2 Y 2 3 c -1, 0 35 4' 5 31, T' 30 34' 15711 3T-
11" 35'-O-- 32'-7 4Z-0-' 39'-8" W-11"' 4W-6" 44'-0" 40'-11' 25 1032'-5" 30W" 28'-6" X-10" 34'-10" 32'-5" 40'-10" 38'-7" 25 15
30'-1 1 " 29'-1'' 26'-11" 35'-2" 33'-1'' 30'-73838'-11" 36'-8" 33'-11" 35'-4" 33 -3" 30'-10" 40'-1" 37 -9", 34'-11 ''1 44'-4" 41'-9" 38'-8" 12" 1 30
10 31'-
0" 29'-4" 27'-4" 35'-3" 33'-4" 31'-l" 39'-0" W-11" 34'-5" 35'-5" 33'-7" 31'4" 40'-2" X-O" W-6" 44'-6" 42'-1 39'4" P.C. Snow,
30 15
29"-'8"' 28'41, 26'-0" 33'-9" 31'-10"1 29W" 3T-5" 1 35 1 '-
Y
32'-
9"
34'-0" 32'-l' 1 2 1
9
1
9
38
4'
1'36'4" 33 -9" 42*41 40 -Y 37'4" 115% An In
2A'_;1" ')TAT, 7SI-All 1tPA11 ln,v Ir,V-A" AXA" 37'-9" IT -A" 10'_111"! 74'_T' j '49'.6" 'IT -I" I 9 Non- 2rj
3 '9'-2'' 7T-1 ' 35'-2'' 33 T- 2 3, 9', r-B - 1 1 3 6'- 34-1 3 5'- 4 _3 -4'' -01, 40'-1'' 31 3,_ I I , 1 ' 44'-5' 141'-11- 38-", 29 A 27-
6 f5 -5'' 3T-4" ? R' 11 0' T-Y 31 '- 6' 33 1 7 - 1 35'-8' 37"-1142'-0' 39'-6' H-,-5 4' 9 38'4'
36'-
0" 33'-6" 42'-2" W-10" 3T-1" Sf mvv 20 5
9 T- 1 J
G, - 1 3T-T 34 125"," - -9- 11, 36 -2" 2 0 20 27'- 11 2 2' 24 -V 3 Y- 9' 2 -4 5 -2 32 -11" 30'-4' 3 21 -11 27'-6' 25 10 29'-4"
2T-9" 25'-10" 33'-5" +31'- 7 " 2k-F 3T-O" 34'-11" 32'-7" 33'-7" 31'4' 29'-7" 1 25 15 28'-0"
26'-4" 24'-5" 31'-10" 30 -0" 27'-9" 35'-3 ' 33'-2" 30'-9" 32'-0" 30'-2" 27-11" X-Y 34'-2" 31'-8"j40'-2"13T-10" 35'-l'' 30 10 28'-V
26'-7" 24'-10" 31'-11" 30'-Y 28'-21, 1- '' 32' 35'4" 33'-6"
31'-Y 32'-l" 30'-5"128 4" 36'4"i X-5' 40'-3": 38 -2"; 35'-8" O.C, Snow 30 15
26'-11"
25WM -5" 2T-7" 30" -10" 26'-10': 33'-11" 32'-0" 29'-8" 3027-0 '-9" 29'-0" " X_163T-1 V30W" 3'8'-T XF 33"-10' 115% 40 10 25'-6" 24'-6" 23'-1" 294" 27'-
10" 26'-4" 32'-2" 30'.10" 29-2" 29'-2";28'46'.5" 33*-I31'.,9` 30 -0"368""3"5" 2""33'-3" 40 15 25'-1" 23'-9*' 22'-2" 28'-7" 27A" 25'-3" 31 -
8" X-O" 27-11 28-'- 254" 32'-730'- 36l 34'-2" 31-10' Z4_ _0 ILK Lo _1V P-MI, -I , L _6 E _ -I- 777 3 1 - 2
3 5'- 6 33 11 N 20 10 34-632'-0- 333z
3 31'-T' 29'- 1 '' 37'-s' 41 -,9'
39'-4'' 36 4 - T S n w 20 15 2 7' 6'* 25'-1,`,' 23 -10' 31'-3' 29-
5'' 27'-!'' 34-8" 32'-7" 311'-_,` 29'-," 27 , 3 5'- 8 3-- 12 5 '4 20 7 2 i5 - 3' 24-7- 22 _7 ' 2 9 - 1, CY 27'-
1111' 2"Y-cS" j_3'-"-' 30-11" 28'-6' 30'-0'' 2`-110' 34%0" 31 -10 2 9'- 31 -8 35 -3' 3 2 25 10 2T-7" 26'-V 24'-Y 31'-4" 29'-8" 2T-7" 34'-9" 32'-
10" 3OW" 31--6" 29' 2T-F 35-9",33'-10" 31'-6' 39'-7" 37'-5" 34' - 25 15 26'-Y 24'-9" 22AI" 29'-11" 28'-2" 26'-l" 33'-V 3V-2"
28'-11" W-1" 28 4" 26-Y 34'-V 32'-l" 29'-9" 37'-9" 35W" 3Z_111 19,2" i O.C. 30 10 26'-4" 25'-0" 2T-4" X,O" 2W-5"
W-6" 3T-
2" 31'-
5" 29'4" X-V, 28W 34'-2", 32'-4"; 30'-2" 37'-10"35--W,', 33-6" 3 'Z' 3 Snow' '0 15 25--3" 23AO' 28'-9" 2TA" 25--2" 3V-10" 6427-
11" 28-10" 27-3" 25'-4" 32'-6" 1 30-1 1 28'-8" 36'-3" 34'-3" 31'-10' 115% 46 10 24'-0" '23'-'0"' '2-1 9"" 26'2" 24'-8" 30'-2" 29'-0" 27'.
4" 27'-5" 26'-3" 124'-10" 31'4'129AO" 28'4 34'-"', 33A- 3T-2" 40 I i 23"-'7" 22'-4" 20'-10" 26-10" 25'-5" 23'-8" 28'-1 27A" 264"
26'-11"
25'-
6"" M !23'-10" 30'-7-1 1 27'-0" 3340", 32'-1 A V 29 50 10 22'-2" 21'-3" 20'-3t' 2T-3" 24'.2" 23'-0" 25AT 25'-3" 24-5"
25'.4" 423 24, 28 1`1 2T-7"! 26'-2' 31 10', 16i .7" 2 91.1" j ' A4 50 15 22-2" 21'-2'* 19'-9f' 2T,9" 23-0" 21A 1 23--9" 23'421'-11" 25
4"2 24-2" 1 22'4;28'»8 °"27 .V i 25'4" 29'4' 28'.8" 27'.F No n, 2() i 0 26-11- 25'-'-," 23'-7 3,0'-T' 28*-!Cj' 26'-10 33'-11'' 32'-0298'
3 C'- 9 ' 29 -0" 27'-03 4' - 10" R 2'- 11 ' 3 0'- 7' ',5,S'-7 -IC, _ 3' S i i ovv 20 15 41,5'- 6 2T-1 1' 22 -" 2,9'- 11 2 2 ' 2 _5 - " 32 30-2
2 10' 29-1 '27-4''' 25 3 3 3 3 1 - H`-B' 3,'%''-4' 31'_c° 2 .o 20 2' (), 2. 4'- 3 ' 2 2'- (9, " 20'- 11 " 27'-7 25 -11,,D' 23 - 10 --b'- 28 -F' 26 -
4 27'-9 261 23' 31'-5" 29 -6' 2 7'-,' !34'-10'' '32'-B - C, 25 10 25'-6" 24'-2" 22'-6" 29'-0" 27'-6" 25'-7" 32--2" 30'-5" 28'-4" 29'-2' 27 -
7" 25'-9" 33'-1- 31' 36'-8" 348'- 32'-4" 25 15 24'-4" 22' - 11'I 21'-327'-8" 26'-1" 24'-2" 30'-8" 128'-1V 26' - 9" 27' -10 ' 10" 26'-
Y 24'4" l31'-6" 29'-9" 27*-6" i 34'-11" 32'-11" 30'-6" 24" 30 10 24-5 23 -1 21::7 27'-9" 26'-Y 24'-6" 3W-9" 29'-1 " 2T-2"12T-11"' 26'-5", 24'-
8"
31'J" 29'-11" 28'-0" 35'-0", 33'-2" 31'-0" Snow 30 15 23 _4 22 1 206"' 26W" 25'-1" 23 -4" 27' 4" 26- 1" 24,-Y 5" 26'-9" 2523-5" W-3"!
28 33'-7"' 31'-8" 29'-5" 115% Ao to 1-M :drat' , 74, 1 211-1" .R"" 7X.4" ">T 97
id T
Allowable Uniform Roof Load
in pounds per lineal foot [PLF])
11se of ese, sncu!d be hi ) s,.,'pes of 3'," pe, o les s o' cl0 - De
s e 1 S03' g 8 S BCIO4500s
1.8 Series 1%" Flange
Width 91/2"
BC16 4500s 1.6 11'/8'13C104500s 1,8 14" BC18 4500s 1.8 16" BC16 4500s 1,8 Total Load
De I t, I Total Load Deflect. I Total Load Deflect. I Total Load Deflect, Non- T—
Non- Nona Non - Span now
Snow 1 Snow Snow Snow Snow 1 Snow Snow Length 1150%/.
l /o 1 /24 159. 2 °% L/240 i 0159/6 L2 5 L/240 1 1 2 6 315
343 338 367 - All 1
353
383 n 386 387 7 270
294 289 315 - 1 302 329 305 332 8 236
253 275 - 264 287 267 290 9 210
228 l 225 245 - 235 255 4 237 258 10 189
205 202 220 - 211 230 1 214 232 11 17
2 187 184 200 - 192 209 194 211 12 147
160 169 183 A 176 191 i 178 193 13 125
136 1, 156 169 - 62 177 164 179 14 108,
1'1"8' 107 139 151 - 151 164 152 166 15 94
102 88 121 131 - 1 141 153 1 142 155 16 83
11 9
1
0
73
106 115 - 126 137 133 145 17 73
80 61 94 102 - ill 121 125 136 18 65
67 51 84 91 - 1 99 113 123 19 58
58 44 75 82 73 1 89 97 102 ill 20 49
49 38 1 68 74 63 186 87 92 100 21 43
43 33 61 67 54 73 79 4 83 90 22 56
61 47 66 72 76 82 23 51
54 42 j 61 66 69 75 24 47
48 37 56 60 54 1 64 69 25 i
43 43 32 j 51 56 48 1 59 64 26 1
47 51 42 1 54 59 27 1
44 48 38 1 50 54 28 1
41 44 34 1 47 51 46 29 1
43 47 41 30 Total
Load
values are limited by shear, moment, or
deflection equal to L/180. Deflection values (
Deflect.) are limited by live
load deflection equal to L/240. Check the
local building code for other deflection limits
that may apply. Both the
Total Load and Deflection columns must
be checked. Where a Deflection value
is not shown, the Total Load value
will control. Table values
apply to either simple or multiple span
joists. Span is measured center to
center of the minimum required bearing
length. Analyze multiple span
joists with the BC CALCI software if
the length of any span is less than
half the length of an adjacent span. Slope
roof
joists at least V4 inch over 12 inches
to minimize ponding. Table values
assume minimum bearing lengths without
web stiffeners for joist depths of
16 inches and less. This table
was designed to apply to a broad
range of applications. It may be possible
to exceed the limitations of this
table by analyzing a specific application with
the BC CALCO software. Allowable
spans
and loads shall be adjusted and
checked for wind load as required by
local building code.
in pounds per lineal foot
Allowable Uniform Roof Load
in pounds per lineal foot [PLF])
Total Load values are limited by shear,
moment, or deflection equal to L/180
Deflection values (Deflect.) are limited by
live load deflection equal to L/240. Check
the local building code for other deflection
limits that may apply.
Both the Total Load and Deflection columns
must be checked. Where a Deflection
value is not shown, the Total Load value
will control.
Table values apply to either simple or
multiple span joists. Span is measured
center to center of the minimum required
bearing length, Analyze multiple span
joistsoists with the BC CALCI software if the
length of any span is less than half the
length of an adjacent span.
Slope roof joists at least'/4 inch over
12 inches to minimize pending.
Table values assume minimum bearing
lengths without web stiffeners for joist
depths of 16 inches and less.
This table was designed to apply to a broad
range of applications. It may be possible
to exceed the limitations of this table by
analyzing a specific application with the BC
CALCI software.
Allowable spans and loads shall be
adjusted and checked for wind load as
required by local building code.
d T
Allowable nifo n" Roof Load
pounds per lineal foot
Total Load values are limited by shear,
moment. or deflection equal to L/180.
Deflection values (Deflect.) are limited by
live load deflection equal to L/240. Check
the local building code for other deflection
limits that may apply.
Both the Total Load and Deflection
columns Must be checked. Where a
Deflection value is not shown, the Total
Load value will control.
Allowable Uniform Roof Load
in pounds per lineal foot [PLFJ)
Table values apply to either simple or
multiple span joists. Span is measured
center to center of the minimurn required
bearing length. Analyze multiple span
joistsoists with the BC CALCO software if the
length of any span is less than half the
length of an adjacent span.
Slope roof joists at least 1/4 inch over
12 inches to minimize pending.
Table values assume minimum bearing
lengths without web stiffeners for joist
depths of 16 inches and less.
This table was designed to apply to a
broad range of applications. It may be
possible to exceed the limitations of this
table by analyzing a specific application
with the BC CALL® software.
Allowable spans and loads shall be
adjusted and checked for wind load as
required by local building code.
BC11`1 Desian PrODerti
End Reaction [lbs] intermediate Reaction [lbs]
BCl- 1112" Bearing 31/2" Bearing 31/2" Bearing 51/` BearingJoistDepthWeight;Moment El x 106 K x 106 Shear
Series [inches] [plf] [ft-lbs] I [lb -in 2] [lbs] i [lbs] No WSO) WS(2) WS(2) VVS(2 W&2) No WSJ No WSO' No WSO)
91/2 2,1 2360 155 5 1475 950 1125 1125. 275 2100 2350-------2525 2750
4500s E 11 7/a 2.4 1 3025 260 6 1625 950 1425 1425 1475 2250 2850 2525 3000
1525 1450 1725 2350 3050 2525 32001.8 14 2.7 3585 380 8 1825 950
16 10 4090 i 515 1 9 1975 950 1625 1475 1975 2400 3200 2525 3350
91/2 2.3 2725 175 1 5 1475 950 1125 1125 5 2100 2350 2525 2750
5000s i 11% 1 2.6 3485 295 6 i 1625 950 1425 1425 1475 2250 2850 2525 3000
1:8 14 2,9 i 4130 430 1 8 1825 950 1525 1475 1725 2350 3050 2525 3200
16 31 4715 580 i 9 1975 950 1625 1500 1975 1 2400 3200 2525 3350
9'/22.5 3165 200 5 1575 1175_ 1_ 1375 1375 1425 1 2400 2650 2700 2750
6000s 117/s i 2,8 4060 335 j 6 1675 1175 1425 1425 1475 2500 2850 2900 3000
1,8 14 31 4815 490 r 8 1 1925 1175 i 1525 1 1525 1725 12600 3150 2925 3200
16 1 3,3 5495 1 660 9 2175 1175 1625 1550 1975 2650 3350 2950 3350
91/2 2.7 3505 1 220 5 1 1575 11751375 1375 1425 2400 2650 2700 2750
6500s 11% M 4495 1 365 i 7 j 1675 1175 1425 1425 1475 3 2500 2850 2900 3000
18 i 14 1 13 5330 1 535 8 1925 1175 1525 1525 1725 2600 3150 2925 3200 16
3.5 6085 i 720 9 2175 1175 1625 1550 1975 2650 3350 2950 3350 60s
6235
450 7 1675 1175 1425 1425 1475 2750 2850 3200 3250 14
3.5 7440 660 8 1925 1175 2.
0 1 1525
1525 1725 2750 3450 3200 3650 16
38 8520 895 i 9 2175 1175 1 1625 1550 1975 2750 3650 3200 3750 11%
1 4,3 9550 675 2150 1425 850 i 1800 1950 1 3375 3700 4000 4350 90S
1 14 11 4.6 11390 980 8 2350 1450 1950 1850 2150 i 3400 3850 4100 4450 2,0 1 16
4.9 13050 1330 9 2550 1475 2150 1900 2350 3425 4000 4200 4650 NO,
T F S3 1)
No web stiffeners required. 2)
Web stiffeners required. Moment,
shear and reaction values based upon a load duration of 100% and
may be adjusted for other load durations. Design
values listed are applicable for Allowable Stress Design (ASD). No
additional repetitive member increase allowed. BlUILDIN(,_
3 CODE EVALUM-ION FREFICD11PT ICC
ESR 1336 (IBC, IRC) N
5
iv P TIT 384
El K deflection [
in] uniform
load [lb/in] I =
clear span [in] L"
I = bending stiffness [lb-in2] K = shear
deformation coefficient [lb] All BCI1
J ists e, n
Ti —it c—)' Glue, O.
C,
Spacing Nail SizeEndof
Joist 8d Box (
0.113"o x 2.5") 2 ill',' 8d Common (
0,131"o x 2.5") 2 10d & 12d
Box (0.128'o x 3", 3.25-) 2 i' , 16d Box (
0.135"o x 3.5") 2 1 10d & 12d
Common & 3 2
16d Sinker (
0,148"o x 3", 3,215') 16d Common (
0.162"o x 3.5") 3 i a,,-,,
1-1 1 4500s,5000s
As permitted for 2x framing 320 lb/ft for 6" o.c. nailing @ panel edges in building
code 425 lb/ft for 4" o.c. nailing, staggered, @ panel edges 6000s.6500s
As permitted for 3x framing 360 lb/ft for 6" o.c. nailing @ panel edges in building
code 480 lb/ft for 4" o.c, nailing, staggered @ panel edges 60s. 90s
As permitted for 3x framing As permitted for 3x framing in building code with nail in building
code spacing no closer than 3" o.c. If more
than one row of nails is
used, the rows must be
offset at least inch. Simpson
Strong -
Tie A35 connectors
may be attached
to the side of
BCI' 60s & 90s joist flanges
only. Use nails as
specified by Simpson Strong -
Tie; do not attach
connectors on both
sides of a flange at
the same location. 1)
See
table 6 of [CC ESR 1336. 2) BCI
joists may be substituted for solid sawn framing in horizontal
wood diaphragms as shown in Table 2306.3.
1 of the IBC or Table 23-11-H of the U13C. 3) Diaphragm
nailing shall not exceed BCI closest allowable nail
spacing limits.
Boise Cascade Rimboard Product Profiles
Silty
F,y
Whir
c
Ell, 14"
Sri PIE
1411
1111kH
8
ri
1 blur, ori
13BCRIMRIMVERSA -LAMS' VERSA-LAM VERSA-LAMO
BOARD'DOSB BOARDO* 1.4 1800* 2.0 3100
Product rnay noa oe avadable, Check tvith sripplicr nr Boise Cascade, ropmsentlati,e for availabilit?
Perpendicular Parallel G r-%" did through boors (ASHM A307 Grades A&B. SAEiSExteriorWallSheathingJ429GradesIor2, or higher with washers and nuts)
See chart for vertical load capacity, See chart for vertical load capacity. Max. 15/32" thickness or Vs' dia lag screws (full penetration), staggered
BCI-/AJS1 Joists Min, connection for 40/10 rest deck loading:
Perpendicular or Deck Joist Length Connection
to rim less 2 rows YY' boltparallelor, lag screw,
24" o.c. Ci00 pff max.),
12'-l"— 2 rows V2" bott or lag screw,
16" o.c. (450 pro max.)
Note:
For snow loads greater than 40 psf, and/or dead loads greater
R than 10 list, size connection per max pit values shown above.
BOISE CASCADE' Rimboard
Notes:
Design of ricasture control by others (only structural components shown above). Ii
For information on deck lateral load connections to meet the 2009/2012 IRC, contact Boise
Cascade EWP Engineering.
Min. 8d nails at 6" o.c. per 113c. Min, ad nails at 6" ox, p er IRC. I For use of proprietary screws to attach ledger, consult screw manufacturer literature.
Connection per design professional of Connection per design professional of For further information on residential deck design, see AWC DCA 6, Prescriptive
records specification for shear transfer, record's specification for shear transfer. Residential Wood Deck Construction Guide,
Vertical Load
CapacityAllowable Design Values
i on - —pre—s-s, i o'
Maximum Floor Diaphragm Modulus of Horizontal l Perpendicular
Uniform Point Lateral Capacity I Flexural Stress! Elasticity Shear to Grain
Product 1 bTt [Iblin2l b Lirft 1, b(,!fj 1:tfW1
1 " BC RIM BOARD's (2t 1
V BC RIM BOARD" OSB (2)
3300 3500 180 Limited span capabilities, see note 2
11/8" BC RIM BOARDO OSB (2) 4400 3500 180 Limited span capabilities, see note 2
1"hit" VERSA LAMS 1A 1800 (1) 6000 Permitted per buildin code for all nominal50
2" thick framing Ear diaphragms
1800 1,400,000 225 525
1%" VERSA LAM 2. 5700 1 Permitted per buildingcode for all nominal03100it) 43003100 2,000,000 285 1 750
2" thick framing ar diaphragms
Notes
1. See ICC ESIR 1040 for further
product information.
2. See Performance Rated
Rini Boards, APA EWS
W345K for further product
information.
031 M
An, lntroftld1011l, to VERSA -LAM, Products
When you specify VERSA-LAMO laminated veneer
headers/beams, you are building quality into your
design. They are excellent as floor and roof framing
supports or as headers for doors, windows and garage
doors and columns.
VERSA-LAMO Beam Architectural Spepificatio'ns
Scope This work includes the complete
furnishing and installation of all VERSA -
LAM' beams as shown on the drawings,
herein specified and necessary to com-
plete the work,
Materials Southern Pine or Douglas
fir veneers, laminated in a press with
all grain parallel with the length of the
member. Glues used in lamination are
phenol formaldehyde and isocyanate
exterior -type adhesives which comply with
ASTM D2559-
Design, VERSA -LAW beams shall be
sized and detailed to fit the dimensions
and loads indicated on the plans. All
code evaluation service's report and
section properties based upon standard
engineering principles. Verification of
design of the VERSA -LAMS' beams by
complete calculations shall be available
DrawingsAdditional drawings showing
layout and detail necessary for
determining fit and placement in the buildings
are (are not) to be provided by the
supplier. Fabrication:
VERSA -LAM' beams shall
be manufactured in a plant evaluated
for fabrication by the governing code
evaluation service and under the Storage
and Installabon: VERSA -LAM" beams,
if stored prior to erection, shall be stored
on stickers spaced a maximum of 15
ft. apart. Beams shall be stored on a dry,
level surface and protected from the weather.
They shall be handled with care so
they are not damaged. VERSA -
LAM' beams are to be installed in
accordance with the plans and Boise Cascade
EWP's Installation Guide. Temporary
construction loads which cause
stresses beyond design limits are
not permitted. Erection bracing shall be
provided to assure adequate lateral support
for the individual beams and the entire
system until the sheathing material has
been applied. designs
shall be in accordance with allow- supervision of a third -party inspection Codes: VERSA -LAMS' beams shall able
values developed in accordance with agency listed by the corresponding be evaluated by a model code evaluation ASTM
D5456 and listed in the governing evaluation service. service. Allowable,
Hl p1esJn,VER$A-L1AMO',11BeaMs, Notes
1.
Square and rectangular holes are not permitted. 2.
Round holes may be drilled or cut with a hole saw anywhere
within the shaded area of the beam. 3.
The horizontal distance between adjacent holes must be at
least two times the size of the larger hole. 4.
Do not drill more than three access holes in any four foot
long section of beam, 5.
The maximum round hole diameter permitted is Beam
Depth Max. Hole Diameter 51/
2" '/4 Th"
91/
4" and greater 2" End
Bearing Intermediate Bearing 6.
These limitations apply to holes drilled for plumbing or wiring access
only. The size and location of holes drilled for fasteners are governed
by the provisions of the National Design Specification" for Wood
Construction 7.
Beams deflect under load Size holes to provide clearance where required.
8.
This hole chart is valid for beams supporting uniform load only. For
beams supporting concentrated loads or for beams with larger holes,
contact Boise Cascade EvvP Engineering,
1', Beam D
Bearing at concrete/masonry walls
Provide
moisture barrier and W, air
lateral restraint space
at bearing. required
between
concrete
P and wood.
00
Bearing for door or window header
Slope seat cut I 1111, : Bevel cut
Sloped seat cut.
Not to exceed
inside face
of bearing.
Strap per code it top plate is
not continuous over header.
Trimmersibann—,
DO NOT travel cut VERSA -LAM®
beyond inside face of wall
n ! Blocking.,
without approval from
Boise Cascade EWP Engineeringi0swn0shownfcrchanty. itY, i 0 or BC CALC'sofuvare analysis. E'
SAJ " n- AM" imstallatin Note, Minimum of
1/," air space between beam and wall pocket or adequate barrier must be provided between
beam and concrete/masonry. Adequate bearing
shall be provided. If not shown on plans, please refer to load tables in your region'
s Specifier Guide. Beam to
beam connector Verify hanger
capacity with
hanger manufacturer
i
Beam
to concrete/masonry walls Wood top
plate must be flush with inside
of wall Hanger - ----- - Moisture
barrier
between concrete and
wood Bearing at
column VERSA -LAM'
column Column
connector
per design
professional Column
frecord
Strap
per
code if top plate
is not continuous BE
VERSA -
LAMS
beams are intended for interior applications only and should be kept as dry as possible
during construction. Continuous lateral
support of top of beam shall be provided (side or top bearing framing). pie Member
Connectors, Maximum Uniform
Side Load Lj fj I iu
rows 2
rs TorowsB , 6 c
iscIor, "gtered
r r
Nailed (
11W' _DI'a. Through Bolt (1) i Y." Dia Through otru rows 2
w2Number12'rows 16dT;,____ ------- - - ------ - row r s - @3 rows16d, 2 rows rows @ 1 2 rows 1 2 rows 2 rows 2 rows of S
@,S or @ r , @ "
24
26c 24 0 no no (sagt
d, of 1
Sinkers @'Sinkers @ 24" o c 12" o,c 1 @6"oc 24" o c. 12" o1c, 1 C 6" o c Mom staed
aeeda staggered' a Members 11 _ 2" o c-ry 12 _ aUn ecrlsta99ered1staUereAj, ag9ered,taq9ejr a a a a _A9a1-1/
W"VERSA-1-All (Depths of 18" and less) 2 470
705 505 1010 d 2020 560 1120 2245 350 525
375 755 1515 420 840 1685 4(3)
use boll schedule 335 670 1345 370 745 1495 3%" VERSA-
Il 2(a)
use bolt schedule 855 1715 N/A 1125 2250 N/A V/4"
VERSA-LAMO (Depths of 24") Nailed IV'
Dia. Through Bolt"' Dia. Through Bolt(') Number S
elTir ___
4 rows 13rows16d,4 rows 16d; 3 rows @ c OvvsMembers 1
Sinkers @ Sinkers @ 124" o1c, 8" 118" ci 6',._staggered I
stag eyed 12" o,
c 4" 24" o c 8" 118" a c 6" 1 12 0 c 1 12"
c, c I I il
st d 'W" slaggo r_ e 2 705
940 755 1010 1515 840 1120 1685 3 (2 -
525 705 565 755 1135 630 840 1260 4(l)
11 use bolt schedule 505 670 1010 Y 560
745
1120 1 Design
values apply to common The distance from the edge of the 3 16d box nails = 0 135' diameter x bolts that
conform to ANSIASME beam to the bolt holes must be at 3-5' length, 16d sinker Pails -- 0 148" standard B18
21-1981 ASTM A307 least 2'for /,' bolts and 2'/' for YV draioet6r x 3 25' length Grades A&
B, SAE J42, Grades I bolts Bolt holes shall be the same 4 7" wide beams must be top -loaded or 2,
or higher). A washer not less diameter as the bolt or loaded from bath sides )lesser than a
standard cut washer shall be 2 The nail schedules shown apply to side shall be no less than 5% of between the
wood and the bolt head both sides of a 3-member beam opposite side) and between
the wood and the nut I The
nail schedules shown apply to and by 251s. for non -snow bad roofs 7 Connection values are based upon both sides
of a 3-member beam where the building code allows the 2012 NDS 2 16d
box nails = 0 135'dometer x 5 Use allowable load tables or BC 8. FastenMaster TrussLok, Simpson dp 35" length, 16d sinker nails = 0 148' CALCv software to size beams Strong -Tie SOW orSIDS,an USA diameter x
3.25" length, 6 An equivalent specific gravity of WS screws may also he used to 3 Beams
wider than 7" must be 0 5 may be used when designing connect multiple member VERSA - designed by
the engineer of record specific cone with LAM' beams contact Boise 1 4.
Ailvaluesin these tables nay be VERSA-1-AM, Cascade blirl' Engineering for mcreaced by
15% for snow-loid roots further information.
Designing Connections
for MUltic-fle
VERSA- LAM"' Members When using
multiple ply VERSA -LAM' beams to create a wider member, the
connection of the plies is as critical as determining the beam size.
When side loaded beams are not connected properly, the inside
plies do not support their share of the load and thus the load -carrying
capacity of the full member decreases significantly. The following
is an example of how to size and connect a multiple -ply VERSA-LAMs'
floor beam. Hangers not
shown k, for
clarity 14' 1
Calculate
the tributary width that beam is supporting. 2. Use
PLF tables on pages 28-30 of ESG or BC CALCI to size beam. 3.
Calculate
the maximum pit load from one side the right
side in this ease) 4. Go
to the Multiple Member Connection Table. Side -Loaded Applications, 11/"
VERSA -LAM', 3 members. 5. The
proper connection schedule must have a capacity greater than the
max, side load a, r
t a p 0 K i eatet:
ia"
A
VERSA-1-AM, 2,0 3,100 Loa Duration)
Top Figure Allowable Total Load [plfj
KEY 10 TABLE Middle Figure Allowable Live Load [pit]
Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches]
1 f"VERSA-LAM° 2.0 3100 Double Ply i %"VERSA-t AMA 2.D 3100 or Triple Ply 1'le" VERSAAAM 2.0 3100 or Quadruple Ply 1 r"` VERSA -LAMS' 2.0 3100or Span3}4"VERSA-LAM 2.0 3100 5`l<" VERSA -LAM 2.0 3100 7' VERSA -LAM 2.0 3100 ft] ,
7l"
9lz" 11 % 14 7 /a 9l 11 / 14 16 18 24 9l' 11l 14 16 18 20 24 111a 14 16 18 ` 2024" 0 _-...____________T
763
1063
1424 795 1525 2126 2849 359Q 4387 5232 5226 1 3189 4273 5384 6580 7848 7845 7838 5697 7179 8773 10463 10459 10451 6 1
762 1525 U/4.
4 24/61 3,3/8241110 1,8/4.4 24/61 3.3/8241/10351126 6/15 6/15'24/6.1 3.3/824,111035t126 6/15 6/15 6/15 °33t8.24.1MU5r126 6i15 6/15 6/15 i t 479 746 979
1207 957 1492 1957 2414 2886 3402 3913 f 2237 2936 3622 4328 5103 5876 5870 3914 4829 5771 6803 7834 7826 8 322 724 i 643
1447 - 2171 115/37,2.315.73175 '
3.7/93 15/37 23157 3/75 37/93d4(111 52/13 6/15 123/5.7 3175 3719344/11.1 5,2/13 6115 6/15 317.5 3719344/111 52/13 6/15 6/15 243 551 745 909 487 1102
1489 1817 2148 2502 3126 1653 2234 2726 3222 3753 4322 4688 2978 3635 4296 5003 5763 6251 10 165 370 724 - 329 741
1447 - 1111 2171 - - - - - 2894 - _. t 1.5/3 2.1/
5.
3 29/71 3.5/87` 1513 '21153 29t71 3.518.74111034.8 12 6115 121153 29/71 3518741/10348/1255/138 6/15 _ t2.9t71 35t8741'90348/1255113,8 6115 182 413 665 808 j 364 825 1330 1617 1904
2209 2839 1 1238 1995 2425 2856 3313 3800 42,59 12659 3233 3807 4417 5067 5679 11 124' 278 544 247 557 1087 835 1631 2175
1.5/3 17/4,4 28/7 3,4/
85 15/3 17/44 28/7 3418.5 4/101 L7/11,7 6/15 117/44 28/7 3418.5 4/10,1,47/11754113A 6/15 1 2,8/7 34/85 4/101 47r11754(13A 6/15 ffff 139 317 585 728 l 279 634 1170 1456 1709 1977 2601
950
1755 2184 2%4 2965 3390 3901 340 2912 3418 3953 4519 5201 429 1675 12t175 155/3 1513.7 2716.8 3-4818AI 1.5f3
15137:2.
716.834318,4 3.9/994.6111A 6/15 :1,513. 2.7168 3,418A 39f9.9'46/1145.2t131 6/15 t27/68 3418.4 39i9,94.6t1t4 _ _ 5.2,' 13 6r`15 109 248488 F2217 496 976 1324 155o m1789 2399 744 11464 11986 2326 2683 3059 359$ 1952 2647
310fi 3577 4078 4797 a.... .. _.. _. .. .. 13 169 329 540 150 337 659 1079 506 988 1619 1317 2159 513 15/3.1
2416.
1 3.3183 1513 1.5/3.1 2.416,1 3.318.
3 39/97451112 6115 1.5/3.1 24161 3,3/83 39/9.745/1125.1/127 6115 2,4/6.1 33/83 391974511125.1/12.7 6115 86 198 390 585 173 395 779 1171 1418 1633 2226 i 593 1169 1756 2128 2449 2786
3338 1558 2342 2837 3265 3715 4451 14 k 60 135 264 432 120 270 527 864 1290 405 791 1296 1935 1055 1728 2580
1.5/3 15/3 2.1/5.3 3.2179 1.5/3 15/3 21/53
3,217,9 38196 44/11 6115 i 1513 21153 32179 38/96'44111 5/125 6/15 !2.115.3 32t7.9 3.8196 44/11 5/12.5 6/15 70 160 318 509 139 320 631 1018 930T 1502 2076 479 947 1527 1960 2253 2558 3113
1262 2036 2614 3003 3410 4151 15 49 110 214 351 [ 98 220 429 T03 1049 1493 329 643 1054 1573 2240 858 1405
2098 2987 1.5/3 15/3-1.8146 2,9/741 15/3 1513 18/46 2.9/7,
4 38/9543/10,9 6/15 1513 18/46 29/74 3,819.543110949/123 6/fi5 1814.6 2.9/74 38/9543/10349/12.3 6115 57 131 259 427 ] 113 262 518 854 1151 1390 1944 393 777 1281 1727 2085 2364 2917 - 1036 1708 2303 2780
3151 3889 16 ' 40 90 177 289 11 80 181 353 579 864 1230 271 530 868 1296 1846 - 1 707 1158 1728 2461 - -
1.5/3 1.5/3 16/4 26/66 15/3 1513 16/4 26/66 3618943/10.7 6/15
15t3 16(4 26166 36/8943110,749112.2 6/15 1 1.6/4 26/66 3.6/8943/1074.9/12.2 6115 168 215 355 93 217 430 710 1018 1274 1826 325 645 1065 1527 1911 2196 2739 860 1420 2036 2547 2929
3652 17 75 147 241 67 151 295 483 720 1026 226 442 724 1081 1539 2111 589 965 1441 2052 2814 1.
5/3 1,5/36 23/59 15/3 1513 15/36 23/5,9 33/8 L2/10.5 6/
15 1513 15/36 23/5.9 3.318442(1054.8/12 6/15 15/3.6 23/59 33/8442/1054,8/12 6/15 90 180 298 77 181 360 596 894 34 1701 271 540 894 1341 1701 2051 2552 720 1191 1788 2268 2735
3402 18 64 124 203 56 127 248 407 607 864 191 372 610 910 1296 1778 - 1 4% 813 1214 1728 2371 _
1-5/3 1.5/3,2 2,11521 15/3 15t3 1.5132 2.1/5.2 31/78 4,19.
9 5.91148 1.5/3 1.513.2 2.1151 31/78' 4199 4,811195.9/14.&L5/3.2 2.1/52 31/78 4199 4,8111,95,9114. 76 152 252 65 152 304 504 758 1016 1592 t229 457 757 1137 1524 1863 2388 609 1009 1516 2032 2484 '
3184 19 54 105 173 48 108 211 346 516 735 162 316 519 774 1102 1512 - 1 422 691 1032 1470 2016
15/3 ; 15(3 :1,9147 15/3 : 1513 : 1,513 19147 2817 37/9.45,8114 15/3 . 15L 1.9/
4,7 2.8/7 3144.6(114581i4. i 1.513 :1.9147 28/7 3,7/9.446111A5,8/14. 65 130 215 I 54 129 259 430 647 915 1496 194 389 646 971 1373 1678 2243 1 519 861 1295
1830 2237 2991 20 46 90 148 41 93 181 296 442 630 1493 139 271 445 664 945 1296 2240 1 362 593 885
1260 1728 2987 63 t 1,513 15/3 17/421 15/3 1513 1.513 17/4.2 25/36/8958/145 15/3
151317/42 2.5/63 361894300,85.8/14. 1,5/3 1.7/42 25/63 36t8943/10858/14, 96 160 95 192 32Q 482 692 1304 142 288 480 724 1038 1382 1956 384 640 965 1383 1842 260& 22 68 ill t 70 136
223 332 473 1122 104 204 334 499 710 974 1683 1 272 ' 445 665 11 947 1299 2244 15/3
1.5135 1513 1513 .1,5/35 21152 3174 56113 1513 1513 1,5/35 2.1/5.2` 3/74
3919,
956/13.q
15/3 1.5/35 21/52 31v4 3919956/'13, m. _M... 72 122 71 145 243 368 529 1092 i 106 217 365 552 793 1095 1638 1 290 486 736 1057 1460 2184 24 i
52 86
54 105 172 256 365 864 ? 80 157 257 384 547 750 1296 i 209 343 512729 1000 1728 15/3 1513
1 15/3 1.5/3 1513 18/44 25/6351/12 1513 1513 1.5/3 1814 25/63 3.41&65.1/
12. 15/3 15/3 '18144 25/63,34/8.65.1112. 56 94 54 111 188 286 412 927 I 80 167 282 429 618 855 1390 223 376 572 824 1139 1853 26 ! 41 67 , 42 82
135 201 287 680 t 63 124 202 302 430 590 1020 165 270 403 574 787 1359 15/3 15/3
I 1,5/3 T5(3 1,513 8 1513 1.5/3 15/37 21153 2.9(7347/11,8 15/3
9513 15-/37 21153 2,917.34.7/11. 15/37 21/534.7/1115/3 .. _ _ _ _., 74 87 148 226 326 792 1 61 130 222 338 489 678 1188 1 174 296 451 652 90415842854i66108161230544
1 51 99 162 242 344 472 816 132 216 322 459 630 1088 1513 1.513 15t3 15132 18/4644/
10d 15/3 15/3 1513 1.513.2' 1.8146 2.5/6.34ANOA 1,5t3 1513 15/32 18r46 2.
51634.4/10. 59 68 118 180 262 639 1 102 176 271 393 546 959 137 235 361 523 728 1279 L30 44 i 54 88 131 187 442 80 132
197 280 384 664 107 176 262 373 512 885 1.513 1.513 1,513 15/3 1.
614 3.8/9.5 T5/3 1.513 1.5/3 1,614 2,215,5 3.819.51
1513 1,5(3 1,5/3 1.614 12.2/5,5 3,8/9,5 mma Total Load values are limited by shear, moment or deflection equal to L/240. Total Load values are the capacity of the beam in addition to its own
weight.
Live Load values are limited by deflection equal to L/360. Check the local building code for other deflection
limits that may apply. Where a Live Load value is
not shown, the Total Load value will control. Table values represent the most restrictive of simple or multiple
span applications_ Span !s measured
center to center of the supports. Analyze multiple span beams with the BC CALCI
software if the length of any span is less than half the length of an
adjacent span. Table values assume that lateral support is provided at each support and continuously along the top
edge and applicable compression edges of the beam. Table values for Minimum Required
Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam
and the Total Load value shown. Other design
considerations, such as a weaker support material, may warrant longer bearing lengths. Table values
assume that support is provided across the full width of the beam. For 2-ply, 3-
ply or 4-ply beams, double, triple or quadruple Allowable Total Load and Allowable Live
Load values. Minimum Required Bearing Lengths remain the same for
any number of plies. 11.4 inch members deeper than 14 inches are to be used as multiple -member
beams only. This table was designed to apply to a broad range of applications.
It may be possible to exceed the limitations of this table by analyzing a specific application with
the BC CALC software.
Top Figure Allowable Total Load [pit]
KEY TO TABLE Middle Figure Allowable Live Load [plf]
Bottom Figures Minimum Required Bearing Length at End / intermediate Supports [inches]
m
I<"VERSA-LAMS 2.0 3100 [ Double Ply 1'f," VERSA -LAMS 2.R 3100 or I Triple Ply 1l" VERSA -LAM" 2.0 3100 or Quadruple Ply 1%" VERSA -LAM' 2 0 3100 orSpan3' z" VERSA -LAM 2.0 3100 51/" VERSA -LAM 2-0 3100 7" VERSA -LAM 2.0 3100i
ft]
7l" 9h" 11%" 14" 7'la" 9/," 11%" 14" 16" 18" 24" 9'/" 11%" 14" 16" 18" 20" 24" 11%" 14" 16" 18" 20" 24"
878 1223 1639 2065 , 1755 244E 3278 4130 5047 5232 522E 3 3669 4917 6195 7570 7848 7845 7838 6556 8260 10094 10463 10459 10451
g
215 2.8/7 3.819447/11,8 2/5 28/7 3.8/9 ,17/11.8581145 6/15 6/15 28/7 3.8f944.7111858/145 6/15 6/15 6/15 138t9A4.7/11858/14.5 6/15 6/15 6/15
598 858 1126 1389 1197 1717 2252 2779 3321 3915 3913 2575 3379 4168 49&1 58T2 587E 5870 14505 5558 6642 7829 7834w 782E
8 482 .. 965
18/46,2616.6 3.5/8.64,3/10,61.814.6 2,6166 3.5/$643/10651/127 6/15 6/15 26/66 3.5/86431106511127 6115 6115 6/15 3518643/10.65.1/12.7 6/15 6115 6/15
e_ _
i .__ ___
t _._ __ _ _
326 637 857 104E 651 1274 1714 2092 2472 286R 312E 1912 2571 313& 3709 4320 4695 46$8 3429 4184 4945 5759 6259 6251
10 247 556 494 1111 1667
1513.1 2416-1 3.31&2 4/10 15/31 2,4/61 33/82 4110 47/11955/138 6/15 24161 3.3182 4/10 47/11.95.5/138 6/15 6/15 133/82 4/10 47/1195.5/13.8 6115 6/15
244 526 765m 931 487 1052 1531 1861 2192
µ
2543 2839 1577 229E 2792A 3288 3814 4265 4259 3062 3723 4383 5085 5687 5679
11 186 418 l 371 835 - 1253
1,513 2.2/5,6 3.2/8,1 3.919.81 L5/3 2.215.E 3.2/8.1 3.9/9.84.6/11.65.4/13.4 6/15 2.2/5.6 3.2/8.1 3.919,84-6/11.65.4/13.4 6/15 6/15 13.2/81 3,9/9846/11.65,4/13.4 6/15 6/15
187 424 674 838 1 374 848 1347 1676 1968 2276
12 j 143 322 628 286 643 1256 - - -
1 1.5/3 V4,9 3.1/Tit 3.9/9.71 1.5/3 2/4.9 3.1/78 3.9/9.74.5/11.35.2/13.1
13 1 112 2b3 494 - 22b b06 988 - -
i 15f3 17/42 2.9/72 3,8/9,5 15/3 17/42 2917.2 3,819,54,5111.25,1112,9 6P
116 265 493 674 233 530 987 1349 1634 1880 2Z
14 90 203 396 648 1 180 405 791 1296 , - -
15/3'1.58 2,7/6.7 3,6/9.1 15/3 1.513,E 2.7/6.7 3.619,1 44/11 51112.7 61`
94 21513.M'
423 586 _ 188 429 " 846 1173
w
1505 1730 201
15 73 165 322 527 146 329 643 1054
1513 15/31 Z5'/61 34185 1.5/3 1.5131 25/5.11 34/8.51143/1095112.5 6/' 77 176 347
515 153 352_ 695 1029 1327_. 1601 19< 16 60 136 265 434
121 271 530 868 1296 1.5/3 1.5/
3 2.2/54 3.2/7.9 1.5/3 1,5/3 2115A 3,217.94.1/10249/12.3 6/' 1884 -_ 2512 3.117.8 19/
9.74.
5/11.35.2/13.1 6/15 6/15 3.1/7.8 3.9/9.74.5111.35.2/13.1 6/15 6/15 1719 2287 2678 3R89 3522 3598
2292 304935714119 469E 4797 1482 197E 2,9172 38/9545/
11251112959114t 611529/
72 38/954511i251/12.95.91147 6f15 1480 2023 2450 2821 3208 3338
1973 2697 3267 3761 4278 4451 1187 1944 - } 1582 2593 - 2.7/
67 3.6/9.
1 44/11 5.1112-75.8114A 6/15 jZ7/67 3.619,1 44/11 5.1/12.75.8114.4 6/15 au • <u civ 516134/8.5L3/
10.95/12557/
14.2 6/15 25/61 3.4/8543/10.95/12557/142 6115 1042 1544 1990 2402 2723 2917 1 1389 2058
2653 3202 3630 3889 1 _ 795 1303 1944 1060 1737 2593 - - - 2/5.
4
3.2/T941/10.24.9112.
3 5.6/14 6115 2.2/5.4 3.2/794.1/10-24.9/12.3 56/14 6/15 17 b8 M1 221 112 101 226 442 124
1061 339 563 1086 1621 - 884 1448 2161 1 1.5/3 1513 19148 317.5 1.5/3 95/3 1.9148 3175 3919E 4B/12 6115 1.5/3 1,9/4.8 3/7,5 3919.6 48112551138 6115 19/4a 3/75 39(96 481125.5113.8 6/15_. 53 _ 122 ._242 _399 106 244 484 799 1045 .
1307 1726' 367 72E 119& 1567 1961 2364 2588 1 968 1598 2089 2614 - 3151 - 34 11 18 1 42 95 186 305 j 85191
372
610 910 1296 - 286 558 915 1366 1944 - 1 744 1220 1821 2593 15/3 1.5/3 1.714.3 2.
817 1.5/3 1513 1.7/4.3 28/7 36/9145/11.4 6/15 15/3 1,714.3 2.8/7 3.61914.5/1145.5/137 6115 117/43 28/7 3619.14.5111455/137 6/15 103 205 339 89 206 410 677 936 1171
1634 310 615 1016 1404 1757 2147 2450 820 1354 1872 2342 2862 3267 19 81 158 259 72 162 316 5)9
774 1102 243 475 778 1161 1653 633 103T 1548 2204 15/3 1,513,8 2.5/6,3
1,513 1513 1.5/3.8 2516.3 3.4/864.3/108 6/15 15I3 15/38 25/63 34/8643/10.B5.3/131 6115 115138 25/63 3.4/8.64.3110.85.3/131 6/15 88 175 289 j 75 176 350 579 843
1055 1551 t 263 525 868 1265 1583 1934 232E 699 1157 1686 2110 2579 3101 20 E 69 136 222 .l 62 139 271
445 664 945 - } 208 407 667 996 1418 - 1 543 889 1327 1890 15/3 15/34 2.3/5.6; 95/
3 15/3 1,5/3A 23/56 33/8241/10.2 6/15 15/3 1,513.4 2.3/5.6 33/824.1110.2 5/125 6/15 15134 23/56 33/824106 5112.5 6/15 65 130 216 54 190 28Q d31 649 869_
1407 19Q 399 6A7 873 i303 1593 2191 520 862 'k297 1738 2124 2815 22 52 102 167 46 104 204 334 499
710 157 306 501 748 106 1461 408 668 497 1420 1948 - 1.5/3 1.5/3 19/47 15/
3 1513 1513 19/47 28/7 37/9.3 6115 1513 1513 19/47 2.8/7 37/93451113 6/15 15/3 19/47 2,6/7 3743'45111.3 6/15 99 164 98 197 329 49R 791 1259 14629E
493 744106E 1334 889 395 658 992 1422 1779 2518 24 ( 79 129 80 157 257 384 547 - 121
236 386 576 820 1125 314 515 768 1094 1500 1.5/3 16/391 15/3 1.513
16/39 23/59 33/8.359/147 1.513 1.5/3 16/3.9 23/5.9 33/834,2/10459/147 1513 1.6/3.9 2.3/59 33t8342/10459/14. 76 128 75 153 256 387 555 1069 112 229 383 580 833 1132
1604( 305 511 773 1110 1510 2139 26 62 101 63 124 202 302 430 1020 95 185 304 453 645
885 1529 ( 247 405 604 8E0 1180 2039 1.5/3 L5/3.3 15/3 15/3 95/3.3 2/
5 28/715.4113. 1.513 1,513 1.5/3.3 215 2,817.1 3.8/9654/13 1,5/3 1.5133 2/5 281T1 3,8/9654/13,,' i 60 101 58 120 202 306 441 919 87 180 303 459 661
914 1378 i 240 404 612 882 1219 1837 28 49 81 ( 51 99 162 242 344 816 76 148 243 363 517
709 1224 1 198 324 484 689 945 1633 1-5/3 1.5/3 € 1.513 t5/3 15 3 17143 24/
61 5/12.6 1513 15/3 1513 17/4,3 24/61 34/84 5/12,61 1.5/3 t5/3 1 /4.3 24/61 3418.4 5/12.6 81 95 161 246 355 797 68 143 242 369 533 738 119E 190
323 492 710 984 1594 30 ( 66 [ 80 132 197 28C 664 62 121 198 295 420 576 9%
If 161 263 393 560 768 1327 1.513 1.513 1513.7 2.1153411.7 .711.5/3 1.513
1,513 15/33 2.115.3 2.9/734.7/11) 15/3 1.5/3 1.5/3,7 2.1/5.3 2,9/7,34.7/11. Total Load values are limited by shear, moment or deflection equal to L/180. Total
Load values are the Table values for Minimum Required Bearing Lengths are based on the allowable compression design capacity of the beam in addition to its own weight. value perpendicular to grain for
the beam and the Total Load value shown. Other design considerations, Live Load values are limited by deflection equal to L/240. Check the local building
code for other such as a weaker support material. may warrant longer bearing lengths. Table values assume that deflection limits that may apply. support is provided across the full width of the beam.
Where a Live Load value is not shown, the Total Load value will control. For
2-ply, 3-ply or 4-ply beams: double. triple or quadruple Allowable Total Load and Allowable Live Table values represent the most restrictive of simple or multiple span appplications. Span is measured
Load values- Minimum Required Bearing Lengths remain the same for any number of plies, center to center of the supports Analyze multiple span beams with the BC CALCv softwareifthelengthofanyspanislessthanhalfthelengthofanadjacentspan. l
inch members deeper than 14 inches are to be used as multi le -member beams only. P p y. Table values assume that lateral support is provided at each support andcontinuouslyalongthe
top This table was designed to apply to a broad range of applications- it may be possible to exceed the edge and applicable compression edges of the beam. limitations of this table by analyzing a
specific application with the BC CALCv software.
LAM" Roof Load
Top Figure Allowable Total Load [pit]
KEY TO TABLE Middle Figure Allowable Live Load [plf]
Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches]
1%"VERSA-LAMv2 0 3100 Double Ply Ile"VERSA-LAM,12,0 3100 or Triple Fly 1'/<" VERSA -LAMS 2.0 3100 or Quadruple Ply 1'l," VERSA -LAM' 2.0 3100 or
Span 3i,' VERSA LAM 2.0 3100 5%" VERSA -I -AM 2,0 3100 7 VERSA -LAM 2.0 3100
ft]
9"/," 11'le" 14" i 7 :" 9'/," 11 %" 14" 16" 18" 24" 9 fz" 11 /" 14" 16" 18" 20" 24" j 11 /s'" 14" 16" 18" 20" 24"
954 1330 1782 2245 1 1908 2660 3564 4491 5234 5232 5226 1 3990 5346 6736 7851 7848 7845 7838 7128 8981 10467 10463 10459 10451
6
122/5.5 31/7641 10251?12 22 55 31/7.64.1110251r12,9 6/15 6115 6115 13117.641/1025,1129 6/15 61115 6/15 6/15 }4.1/1025.1/129 6/15 6/15 6115 6/15
640 933 1225 1511 1279 1867 2449 3022 3611 3919 3913 t 2800 3674 4532 5417 5879 5876 5870 14899 6043 7222 7838 r 7834 7826
8 j 482.
j 214,9 2.9(7.1 3-8i9.44,6111
965
2/4.92,9/71 3,8/9,44.6111.65.5/13.8 6/15 6/15 12.917,1 3.819,44.611165.5/13.8 6/15 6115 6/15 13,81944.611165-5/134 6115 r 6/15 6115
326 69T__6Y27 651 1386 1864 2275 2689 3132 3126 2079 2797 3413 4033 4698 4695 4688 1 3729 4550 5378 6263 6259 6251
10 247 556 494 1111 1667
15131 2.716.6 3.618944'10915131 27166 36/8944110952/129 6/15 6/15 127/66'36/89441109521129 6,115 6/15 6/15 3.6/8.94.4/109521129 6/15 6115 6115
244 562 833—1012 487 9iO4 16 65 2024 2384 2765 2839 1656 2498 3037 3576 4148 4265 4259 ] 3330 4049 4767 5531 5687 5679
11 186 418 815 371 835 1631 i 1253
1 23158
2446 3262
1.5/3 23158 3.5/8843(107 1513 4, 23158.3.5I884311075112658/146 66115 35/884311075112658/146 6/15 611535/8843t10.75112658/146 6/15 6115
187 424 T33 912 374 848 1465
e_
1823 2141 2475
w_.
2601 1 1272
2
8, t
2198 2735 3219 3713 3907 3901 2931 3647 4281 4951 $209 5201
12 l 143 322 628 286 643 1256 965 1884 2512
It 15/3 2/49 34t8442/10 1.513 2/49 34/8442J10.549/12357/143 6/15 12/49 34/8442i10549/12357/143 6/15 6/15 13.418.44.211054.9/123571143 6/15 6/15
146 332 623 829 292 665 1247 1658 1942 2240 2399 997m 1870 2487 2913 3360 3604 35938 2494 3316 3884 4480 4806 4797
13 112 253 494 810 ; 225 506 986 1619 759 1482 2429 1976 3238
t
15J3 17/42 3117841/104 15/3 17/42 31/7841110,448/121 56t14 6115 t1,TJ4,2 3117841(104d8ti21 56114 6ti5 6115 €31/784,1110.44,81121 56/14 6f15 6/15
1i6 265 521 734 i 233 530 1043 1467 1777 2046 2226 1 796 1564 2201 2666 3068 3345 3338 ( 2085 2934 3554 4091 4459 4451
14 90 203 396 648 180 405 791 1296 1i 608 1187 1944 - f 1582 2593
1,513 15/3.6 2817 4199 15/3 15136 2,87 4/99 4.8/1255/138 6/15 15136 28/7 4/99 4811256138 6115 6/15 i 2.8/7 4r9.9 4.811255113.8 6/15 6/15
94 215 w423 638 188 429 846 1276 1638 1682 2076 644 1268 19i4 2456 2823 T3i20 3113 1691 2552 3275 3763 4159 4151
15 73 165 322 527 146 329 643 1054 1573 494 965 1581 2380 1286 2108 3146
1,513 111
15131
25/61 33 1/
921
15/3 15131 25/61 37/9.247/11&541136 6/15 15/31 25/61 37/9247/118541136 6t15 6/15 J25161 3719.24.7/118541136 6/15 6115 77
176 347 560 1 153 352 695 1120 1443 1742 1944 528 1042 1680 2165 2613 2923 2917 1389 2240 2887 34843897 3884 16 60
136 265 434 121 271 534 868 1296 - 407 795 1303 1944f { 1060 1737 2593 - L513 1513
22/54 3a186j 15/3 9513 22J54 3518.644/11154/134 6/15 15r3 2.215A 3518644/11154/134 6/15 6/15 122/54 35/8644/11154/134 6/15 fi 6/
15
63 146
289 476 i 127 29277 T 9511277 1597 1829 438 866 1427 1915 2395 2749 2743 i 1154 1902 2553 3193 ' 3665 3657 17 50
113 221 362 101 226 442 724 1081 1539 339 663 1086 1621 2308 d 884 f 1448
2161
3078 1,5/
3 15/3 19/48 31/78 15/3 15/3 19/48 3.1/7.84211055.2/131 6115 15/3 19/48 31/T842/105521131 6/15 6115 j19/48 31/7842/10552/131f 6/15 6/15 S3 122
242 399 , 106 244 484799 1137 1422 1726 367 726 1198 1705 2133 2572 2588 968 159$ 2274 2845 3429 3451 18 42
95 186 305 j 85 191 372 610 910 1296 E 286 558 915 1366 1944 - - 744 1220 1821 2593 - 15/3
1513 1.714.3 28/7 15/3 15/3 1.7/4.3 28/7 4199 49f123 6/15 1 15/3 17/43 2817 4/99 49 12359/149 6115 1714.3 28/7 4/9,9 49/12359/14.9 6115 103 205
339 89 206 410 677 10i6 1275 1634 310 615 1016 1524 1912 2336 2450 ' 820 1354 2032 2549 3115 3267 19 81
158 259 72 162 316 519 774 1102 243 475 778 1161 1653 2268 633 1037 1548 2204 3024 15/3
15138 25/631 1513 95/3 15/38 25163 3719347/117 6/15 1513 1548 25/63 37t93471117571143 6/15 [15/38 25/63 3719347111757/143 6/15 88 175
289 3 75 176 350 579 869 1149 1551 263 525 868 1303 1723 2105 2326 I 699 1157 1737 2297 2807 3101 20 69
136 222 1 62 139 271 445 664 945 1 208 407 667 996 1418 1944 - j 543 889 1327 1890 2593 1513 15134
23156t 1513 1513 15134 23t56 34 8444+111 6115 1513 15134'23 56 34(8444f11 i541136 6t15 15/3423156 3418464 11154(136 6/15 65 130
216 I 54 130 260 431 649 928 1407 194390 647 973 1393 173a 2111 520 862 1297 1857 2313 2815 22 52
102 167 j 46 104 204 334 499 710 157 306 501 748 1065 1461 408 668 997 1420 1948 15/3
15/3 19/47 15/3 95/3 15/3 19/47 28/7 4199 6115 [ 1513 156 19/47 28/7 4199 491123 61151513 19147 2817 4/99 49t123 6115 99 184 98
197 329 496 711 1288 I 146 296 493 744 1066 1453 1932 395 658 992 1422 1937 2576 24 l 79
129 80 157 257 384 547 1 121 236 386 576 820 1125 314 515 768 1094 1500 1.5/3
1,6139 15/3 14/3 16/39 2,3d59 33183 6/15 (15/3 15/3 16139 23159 33/8345 113 6119 3 15/3 16139 23159 33183451113 6115 76 128 i
75 153 256 387 555 1164 112 229 383 580 833 1150 1747 305 511 773 1110 1533 2329 26 62 101 !
63 124 202 302 430 1020 95 185 304 453 645 885 1529 247 405 604 860 1180 2039 15/3 15/
33, 1513 15/3 15133 215 2817159J14? 15/3 95/3 15/33 215 E8/71 39f9759/14?i 15/3 15/33 2/5 28/7139/9759/14. 60 lot 58
120 202 306 441 1001 87 180 303 459 661 914 501 240 404 612 882 1219 2001 28 49 81
51 99 162 242 344 816 ; 76 148 243 363 517 709 1224 198 324 484 689 945 1633 1 5/3
15t3 15/3 1.5/3 15/3 1.7143 2416155/1371 15/3 1.513 1513 17/43 24/61 34/8455/13, 1,513 1.5/3 17/4.3 2.4/61 341845503A 81 95 161
246 355 861 ( 68 143 242 369 533 738 1291 190 323 492 710 984 1721 30 t 66
i 80 132 97 280 664 62 121 198 295 420 576 996 1 161 263 393 560 768 1327 1.5t3 1
15r3 15/3 15/37 21/5,35.1/12Ey i513 1513 1.5/3 1513.7 2,115.3 2.9/735,1/12.6 1,5/3 1.5/3 1,5/37 2115,3'2.917.35,1/12. Total load values
are limited by shear, moment or deflection equal to I. /180, Total Load values are the capacity of the
beam in addition to its own weight_ Live Load values
are limited by deflection equal to L1240 Check the local building code for other deflection limits that
may apply. Where a Live
Load value is not shown. the Total Load value will control. Table values represent
the most restrictive of simple or multiple span applications. Span is measured center to center
of the supports, Analyze multiple span beams with the BC CALL" software if the length of any span
is less than half the length of an adjacent span_ Table values assume
that lateral support is provided at each support and continuously along the top edge and applicable
compression edges of the bearn. Table values for
Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to
grain for the beam and the Total Load value shown. Other design considerations, such as a
weaker support material. may warrant longer beating lengths. Table values assume that support is provided
across the full width of the beam. For 2-ply,
3-ply or 4-ply beams, double, triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum
Required Bearing Lengths remain the same for any number of plies. 1 Y, inch
members deeper than 14 inches are to be used as multiple -member beams only. This table was
designed to apply to a broad range of applications. It may be possible to exceed the limitations of this
table by analyzing a specific application with the BC CALCI software.
VERSA-LAMO Allowable Na ill
Nailing Parallel to
Glue Lines
2 (Narrow Face)
Nailing
VERSA-LAWLAW & (; PerpendicularNailingNailingParalleliaGlueLines (Narrow Face)') to Glue Lines
VERSA v e(W (Wide Face)
w _ _._.,. ....... ._...... ...
VERSA -LAMS F
I%TdUCtta .41800 Rimboard VERSA-LAMz VERSA -LAM" l
15h,' 1' a' 31/," & wider All Pr nets
Nail Size C.. _ _ _) _ O C. End O C End d C End O.C. End
in] [in) i (in] [in] [in] [in] (in] [in]
8d Box (0.113"o x 2 5) a 3 1 Y2 2 1 2 1/2 2 /z1
8d Common (0.131"o x 2 5) 3 2 3 2 1 2 1 2 1
10d & 12d Box (0,128"o x 3", 3.25) 3 2 3 2 I 2 1 2 1 Nailing Perpendicular to
16d Box (0,135"o x 3 5) 3 2 3 2 1 2 1 2 j 1 Glue Lines (Wide Face)
10d & 12d Go' rnmon & 4 3 4 3 1 2 2 i 2 216dSiniter (0.148 X' 3 25) _ 1 For 1l thickness and greater, 2 rows
16d Common Q 162"0 X 3 5" 6 4 ^6 3 2 2 2 of nails (such as for a metal strap) are
v. allowed (use f" minimum offset between
Offset and stagger nail rows from floor sheathing and wall sole plate, routs and stagger nails)
Simpson Strong -Tie A35 and LPT4 connectors may be attached to the side VERSA-LAMel'VERSA-RIM`_
Use nails as specified by Simpson Strong -Tie.
VERSA-LAMIRI Design Values
i Allowable Allowable Moment Allowable ?l[[awableoment
Width Depth Weight Shear Moment of Inertia Width Depth Weight Shear Moment of Inertia
Grade (inj _. Cin) GI r ,Ne_] [Ib Ott-bl -.I'?'_ grade in ink lb ft1Ib - lb i?'L d3%
1.5 998 776 5.4 5% 8.0 5237 6830 63,3 c
c? -- - - - -
51ia 8A 5486 7457 72 8 11/2 51/2 2.4 1568 1821 20 8 W
r - -' - - fi - -- 7Y4 11,0 7232 12566 166.7 t
71/4 3.2 2066 3069 47.6 - -- -- 9%
14.1 9227 19908 346.3 31/
2 1.8 1164 1058 6.3 5Y2
2.8 1$29 2486 24.3"/ 14.
5 9476 20937 375.1 71/
3.7 2411 4189 55.6 1114 171 1122.2 28814 622.9 91/
4 4.7 3076 6636 115A I 11% 18.1 11845 31913 732.6 91/
2 4.8 3159 6979 125.0 1 ca
14 21.3 13965 43552 ( 1200.5 13/
4 11 "/4 5.7 - 3741 9605 207.6 ce,
16 24.4 15960 56046 1792.0 11 %
6.0 3948 10638 244.2 0 _ . 14
7.1 4655 14517 400.2 0 18 ( 27.4 17955 70011 2551.5 16
81 5320 18682 597.3 d 20 30A 19950 85428 3500.0 18
91 5985 23337 85Q5 I 24 36.5 23940 120549 6048.0 Q
24 12.2 7980 40183 2016.0 j5
1/z 5.6 3658 4971 48.5 9Y4
16.6 12303 26544 461.7 91/
2 1 171 12635 27916 500.1 71/4 7.4 4821 8377 1111 _ -_ _ 1
9 4 6151 13272 1 230.8 1 111/4 20.2 14963 38419 830.6 jt9 /4 j
91/2 1 9 6 6318 13958 250,1 117/x 21 A 15794 42550 976.8 31/
a 11
Y4 11 4 7481 19210 415 3- 7 14 25.2 18620 58069 ] 1600.7 11'/
e 12.1 7897 21275 488.4 16 28.8 21280 ; 74728 2389.3 14
14.2 9310 29035 800.3 18
32.4 23940 93348 3402.0 16
16.2 10640 37364 1194.7 _ 20
36.0 26600 113904 4666.7 1818.3 11970 46674 1701.0 20
20.3 13300 56952 i 2333.3 24 43.2 31920 160732 8064.0 1
1 Equivalent Tension
I Compression Specific Gravity Modulus
of Horizontal I Parallel to Compression i Perpendicular to j for Fastener Elasticity
Bendtng Shear Grain Parallel to Grain Grain Desin Des
te n Prop ;rtY . ....._ _ Grade E(x 106 psi)0 Fr (psa}( ' i F _(PsF)(2u4} 1 Ft (psi)(' t + r11_CP t a G L ]i rt (SG) w .....
VERSA -
LAM"' Beams 2.03100 2.0 3100 285 2150 3000 750 0.5 VERSA -
LAM' Studs 1 72650 1.7 2650 285 1650 3000 750 Q5 VERSA -
LAM' Columns 1.82750 1.8 2750 285 1825 3000 750 0.5 m,
1.
This value cannot be adjusted for Toad duration. 5_ Tension value shall be multiplied by a length factor, (41)"+6 where hereL = 2-
This value is based upon a load duration of 100% and may be adjusted for other load durations member length [ft]. Use L = 4 for members less than four feet long- 3-
Fiber stress bending value shall be multiplied by the depth factor, (12(d)"I where d = member 6- Stress applied parallel to the giuelines depth [
in]- Design properties are limited to dry conditions of use where the 4-
Stress applied perpendicular to the gluelines- maximum moisture content of the material will not exceed 16%.
LAM`-` 1,8 2750 ColumnsVERSA
C:,cE 1 11 -
Z =- 31/2" x
Allowable Axial Load (Ibl,
1.
w.
5/4" 31/2," x 5/2" 31/2" x 7"
I
I-,----,- --- ---- - ----
100% 115% 125% 100% 11 115% 125% 1 100% 115% 125% 1 100% 115% 125%
4 I 15,265 1 16,750 17,650 19,100 20,950 22,070 22,920 25,150 26,500 i 24,020 26.350 27,770 30,570 33,545 35,345
5 12,830 13,770 14,320 16,050 17,220 17,910 19,260 20,670 21,505 20,185 21,660 22,530 25,690 27,580 28,680
6 10,580 11,190 i 11,540 13,240 13,990 14,440 15,890 16,800 17,335 j 16,645 17,605 18,165 21,190 22,410 23,120
7 8,745 9,160 9,400 10,940 11,460 11,760 13,130 13,760 14,120 13,755 14,410 14,795 17,510 18,350 18,835
8 7,295 7,590 7,765 I 9,120 9,490 9.710 10,950 11,400 11,660 11,475 11,945 12,215 14,610 15,210 15,555
9 6,155 6,375 6,500 7,700 7,970 8,130 1 9,245 9,575 9,765 9,685 10,030 10,230 E 12,330 12,770 13,025
10 5,250 1 5,415 5,510 6,570 6,770 6,890 7,885 8,135 8,280 8,260 8,525 8,675 10,520 10,850 11,040
11 4,525 # 4,655 4,730 5,660 5,820 5,910 1 6,795 6,990 7,100 7,120 7,325 7,440 9,065 9,325 9,475
12 3,935 j 4,040 4,095 4,920 5,050 5,120 5,910 6,065 6,150 6,195 6,355 6,445 7,885 8,090 8.210
3,455 3,535 3,580 1 4,320 4,420 4,480 5,185 5,310 5,380 5,435 5,565 5,635 6,920 7,080 7175
k13L4 3,050 3,120 3 155 1 3820 3,900 3,950 f 4,585 4,685 4,740 4,805 4,905 4,965 6,115 6,250 6,325
3Y," x 71/4" 51/4" x 51/4" 51/4 x 51/4" x 7" 51/4" x 71/4"
100% 115% 125% 100% 115% 125% 100% 115% 125% 1 100% 115% 125% 100% 115% 125%
4 31,670 36,625
5 26 615.. 28,560 29,705
6 21,950 23,215 23,950 34,355 37,695 39,715 36,010 39,495 41,610
7 18,140 19,005 19,505 i 30,700 33,170 34,625 1! 32,165 34,750 36,280
8 15,135 15,755 16,110 27095 28910 29'975 1 28,390 30,295 31,405 36,160 38,590 40,000 37,450 39,960 41,420
9 12770 13,225 13,490 23:815 25 180 25980 24,950 26,385 27,220 31,770 33,600 34,670 32,910 34,800 35,910
10 1,6,865 11,440 20,950 22,005 22,620 21,950 23,060 23,700 27,950 29,360 30,190 28,960
1 1
30,420 31,260
11 9,660 9-,,810 16,500 19,340 19,820 19,385 20,260 20,770 24,690 25,81 0 26,450 25, 570 26,720 27,400
12
13
8,170
7,165
8,380
7,335
8,500 16,420
7,430 14,640
17,085
15,185
17,475
15,500
17,200
15,340
17,910 18,305 21,910 22,800 23,320 22,690
15,910 16,240 19,540 20,270 20,680 20,230
23,620
20,990
24,150
21,430
14 6,335 6,470 6,550 13,120 13,570 13,830 C 13,750 14,220 14,490 i 17,510 18,110 18,460 18,140 18,760 19,110
15 11,820 12,195 12,405 12,385 12,775 13,000 15,770 16,270 16,560 16,330 16,850 17,150
16 10,690 11,005 11,185 11200 11,530 11,720 1 14,270 14,690 14,930 14,780 15,210 15,460
17 9,715 9,980 10,135 10,180 10,460 10,620 12,960 13,320 13,520 13,420 13,790 14,010
18 8,860 9,090 9,220 9,285 9,525 9,660 11.820 12,130 12,300 12,250 12,560 12,740
19 8,110 8,310 8,420 8,500 8,705 8,825 10,820 11,090 11,240 i 11,210 11,480 11,640
20 7,455 7,625 7,720 7,810 7,990 8,090 i 9,950 10,170 10,300 10,300 10,540 10,670
21 6,870 7,020 7,105 7,195 7,355 7,445 9,170 9,370 9,480 9,490 9,700 9,820
2
1
2
Allowable Design Stresses Notes
1 ) Table assumes that the column is braced at column ends only. Effective
Modulus of Elasticity: E = 1.8 x 101 psi column length is equal to actual column length.
2) Allowable loads are based upon one-piece (solid) column members used
Bending: Parallel to Gluelines Beam): F,, = 2750-(12/d)"' psi I in dry service conditions. Contact project's design professional of record
or Boise Cascade EWP Engineering for multi -piece column design.
Perp to Gluelines Plank): Fb = 2500*(12/d)"' psi 3) Allowable loads are based on an eccentricity value equal to 0.167
Cam pression Parallel to Grain: F= 3000 psi
multiplied by either the column thickness or width (worst case).
11 4) Allowable loads are based on axial loaded columns using the design
Compression Perpendicular to Grain: provisions of the National Design S ecification for Wood Constructionprovisions
2005 edition. For side or ofher combined bending and axial Parallel
to Gluelines Beam): Fri; = 750 psi loads, see provisions of NDS, 2005 edition. 5)
Load values are not shown for short lengths due to loads exceeding Per
to Gluelines Plank): F,J_ = 450 psi common connector capacities. Load values are not shown for longer lengths
if the controlling slenderness ratio exceeds 50 (per NDS). Tension
Parallel to Grain: F, = 1650 psi 6) Lateral loads (wind loading) are not considered in this table. Allowable
Deslan ValUes Z=
Product
Fb [Psi] VERSA -
STUD", 1.7 2650 2650 Spruce
Pine Fir (North) # 1 / 2 Grade 875 Hem -
Fir # 2 Grade 850 Western
Woods # 2 Grade 675 Compression
Parallel
to Grain Fc [
psi] 3000
1150
1300
900
Modulus
of Elasticity
E [
psi] 1,
700,000 1,
400,000 1,
300,000 1.
000.000 Horizontal
Shear
F, [
psi] 285
135
150
135
Notes:
Design
values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. Dimension
lumber values taken from from 2012 NDS Supplement For further design information, please see VERSA -STUD 1.7 2650 Design
Values for Wood Construction (per 2012 IBC/IRC), Eastern Tall Wall Guide.
New BC FRAMER," represents a huge technological leap L
hohelp you improve the efficiency and profitability ofyour engineered
wood products business. Boise Cascade will provide
you what webelieve isnow the industry'sbest design sofhwane, offering far greater
productivity than even our current version ofBCFRAMERm. This
new software package will help your design
department work faster and acoonnp|ish more- You don't
get paid tododrawings, but atleast now you can dothem inless time, and
better. Shrink design time with BCFRAMER" model sharing.
Save time & prevent mistakes with best -in -industry
file integration. Experience the efficiencies of8CFRAMER' whole house modeling. Draw
floor and wall plans simultaneously with BCFRAK8ER':
Check
the plan every possible way with BC FRAMERm
full 3-Dviewer Cnamde a master plan and multiple options
that can
be quickly selected and exported iomplot-specific file inafew minutes — a
fraction ofthe time it could have token in the pant.
Information can also beobtained at1'8OO-4O5'5&6Qoremail usatEVVPGupport@BC.com. 0 -*
I~ ~ *' v K 14 BC CALCO is simple to use,
yet robust
enough to
analyze most
all
joist, beem, and column applications. Once an analysis is run,
the user may print an easy -to -read
design report that displays the span and load information with
the analysis results, BC COLUMN' has now been merged
into BC CALCII, allowing the sizing of
joists, beama, nafters, ooiumno, and studs all in one
convenient program. In addition to OC|I,&AJS11Joists,
VERSA-LAyN"t. and B0SE GLULAK8I, BC
CALCIalso offers the analysis of solid sawn lumber and
timber members. Thus BC CALCIiathe only program
needed toanalyze structural wood members. M RECOK8MENOEDMARDVVARE CPU:
Quad Core 84bit Processor L2Cache: 3NlBKCom RAM:
8.OGB Video: Full support for
DirectX
9;
Single monitors, Minimum 1024768) Operating Systems:
Windows"' 7 or
8.1 (Professional
Edition 64-bit) Actual specifications vary by user
and will
be assessed prior to installation. Give Us Analysis
for Engineered Wood
Products Boise Cascade has provided BCCALC free of charge
h)the design
community since
1094. C{}KAPUTERREQU|REMENTS PCwith
any current version ofYNSVWndowm,'.along with an
inbyrnetconnection. For questions regarding BC CALCI. oa||
1-BOO-4O5-
59G8nremail EVVPSupport@BCoom To Download BC CALC US, 1$'`
Framing Connectors - Simpson Strong -Tie
zkn`"°'_t .• z a,\r:;- x..c ..\..,n -.. \o. -. ..:.\ 1 `. \. z a..-.. t. t. ,e\ 1- ":,v S
2i \„_„ +, s t, t+`2 av \\\.<,ti\\k ;.\l l.} v i,. rr k ,< , S ai;r \ 11•\ ,s,. 2 x .,4.vz2{
uV 7 a£3v yc:,Atr s,a'a^.a.tf`,1i4?>y`a`Ar,i v r'w a?uraainkTlfi Zlh{17,f2.}i4a;?u.,,r.s,\o,Dili,}u,@.`av,euaz l i,xw vtlx4k rhax L; ivrs?`2nztk i,x}ftt x
ITS IUD SUR/I
Joist BCIx Hanger Capacity . Nailing Joist BCi Hanger Capacity Nailing Joist BCI" Hanger GapacltY, Nailing
Deptt,, Ilb l Header, Joist Depth, _ [lbsl_ ,Header, joist_ Depth [lbsj_ Header, Joist
4500s _ITS 1.81/9,5 993 6-10d _ 4500s IUS1.81/9.5 950_ 8-10d 4500s_ SUR/L1.81/9 1081_ , 12-16d_, 2-tOdx1Y`
gY, 5000s ITS2.06,`9.6 993 6-10d . _- 9la' ,5000s _IUS2.06f9 5 , 950_ 8-10d-• --- - 9`lz" -5000s SURIL2 0619 , 1097.- . 14-16d 2-10dx1Y'
d 6000s IUS 37 9 5 _ 950_ 8-10d_ _ 6000s, SURfL2 3T19 133 14 16d_ 2-10dx11'
r6500s ITS2 56/9 5 1225 6-16d 650os, IO2.56/9 5 950 8-10d - 6500s SUR1L2 56/9 . 1343_ 14-16d 2-10dxt'h"
4500s ITS1.81/11.88 1068 6-10d 4500s,1US1.81/11.88, 1185 10-10d , 4500s, SUR/1-1.81/11 1306 16-16d 2-10dx1Y
5000s fTS2.06/11.88 1068 6-14d 5000s IUS2.06/1188, 1185 z 10-10d 5000s, SUR/L2.06111 1350 16-16d 2-10dx1l
111W'6500s ITS2.56/11.88 1237 6-10d 111 6000s IUS2.37111,88 1185 10-10d 11l 6000s SUR/L237111 ti 1385 16 16d__2-10dX1'l
7 6-16d 6500s IUS2.5611t88 1185 10-10d_
a 6500s, SUR/1_2.56/11 1385 16 16d _ 2-10dx1'/z'
60s ITS237/l1,88, 1237 6-108 60s IUS2.37/11.88 1185 10-10d _ 60s , SUR/L2.37/11 1385_ , 16-16d2-10dx1%7' 3 90s
ITS3.56/11.88 1518 5-10d _ 90s I_1JS3.56/11,88 1420 12-10d pigs 1906 14-16d 2-10dx1'fz' I 14500s'
ITS181114 1075 6-10d 4500s1 IUS1.81114 1420 12-10d_ _ 4500s SURr1-1.81114 1675 20-16d 2-10dx9%" 11 5000s,
ITS2.06(14 1081 6-10d 5000s IUS206/14 1420 < 12-10d _ 5004s. SUR/L2.06/11 1693_ , 18-16d 2-10dx1'ln 6000s
ITS2.37/14 1262 6-14d 6000s IUS2.37/14 1420 12-10d - 6000s SURIL2.37/14 1693 18-16d 2-16dx11" 14" t-. 14" - 14" 6500s
ITS2 56/14 1262 6-10d 6500s _ IUS2 56/ 14 1420 12-10d 6500a SURI/L2.56/14 t 1693_ 18-16d2-10dx1 /" 60s =_ ITS2.
37/14 1262 6-10d 60s r IUS2.37114 _ 1420_ _ 12-10d 60s , SURIL2 37/14 . 1693 18-16d 2-10dx11"I 90s ITS3.
56/14 1520 6-16d 90s IUS3 56/14 1420 12-10d90s 2050_ t 18-16d _ 2-10dx1Yz" 1 4506S' ITS9.81116
1081 6-10d45005 IUS1.81t16 1660 14-10d_ - _ _ 4500s 1887_ 20-16d 2-10dx1`/:"_i 5000s ITS2.66/
16 1087 6-108 5000S' IUS2.06/16 1660 14-10d 5000s ° . 1920 18-16d 2-10dx1X," i 6500s ITS2 Sb116
1268 6-108 6500s` IUS2 56/16 1660 14-10d 6000s 1920 ' 18-16d 2-10dx1Yz" 16' 1 16"
6 1660 14-
10d' 16" 6500s \ ` 1920 18-16d 2-10dx11E" 60s ITS237/16
1268 6-10d 60s IUS237/16 ' 1660 14-10d _ 60s .; 11 1920_ 18-16d2-10dx11'_ 90s ITS3.56/16
1520 6-10d 90s IUS3.56/16 1425 14-10d 9os _,.<n 2250 18-16d ; 2-10dx11W" S'r"\.'1(4v
a'zsc`anl"a`c,'•„ gtz?j
z,i lt'i. ib`az:`1s`i>, tti"w»v\x k`,,c\, t'';?. .e ?`.' '"'?ti`§t1 121UZa`iC l:.. ;tiYb'' io",i. 'a7`v"'`''`',><aei'•' 1 IMIT B
U /
HU
MIU _ LSSU Joist [ x Capacity ; Nailing
Joist' e Capacity Nailing Joist x Capacity Nailing BCt Hanger BCI ( Hanger - BCI Hanger RepShf _ Ilbs] Header ,Iptst ?
dz?h" GIC1sj HeadeC, Jost- Depth - Ito [He Header Joiat- 4500sa 2308-16d
2-10ex11' 4500s 2305_ 16-16d_, 2-1 Odx1 'W' 4500s 9959-10d 7-10dx1'/z" _ 500os, 923oS 8-16d 2-
10dx1C 5040s 2305 16-16d 2-10Wi/, 5o0Ils _ 995 9 14tl 7-1 CFdxt fz 6000s i x-.'' 2305 8-
16d 2-10dx11' 6000s t P ^J 2305 16-16d 2-10dx1,Y" 9Y 6000s 995 9 10d 7-10dx1%" 16500s' 2305 8-16d 2-10dx11z" _ 6500s 5 2305 16-16d 2-10dx1'lz" 65005 1425_ 1410d 7-1Qdx11/' 4500s' r 2305 8-16d
2-10dx117` 4500s } 2880 20-16d 210dx1%' 5000s i 2305 " 8-16d
2-10dx1/' 5000s 2880 20-16d 210dx1f` 4500s k _ 995 _ 9 1od 7-10dx1Yz'_ 5000s 995 _ 9 10d 7-
1odx1'l' 11'/a 6p00s f< 2305
j 8-16d
210dx1/
i' 11! 6504si 2880 20-t6d 2-10W'W' ttl" 6000s 995 910d 7-1odx1'/' 60s 'MIT3511.88-2' 2305 '
8-16d 2-10dx1'fa" 60s '_ MIU4.75111 2600 20-16d 2-10dx1'W- 6500s 1475 14 10d ' 7-10dx1'/" 9os _ `' } 8 3800 14-16d
2-10dx1Y' 90s 3275 22-16d 2-10dx1Y' 60s 995 9 10d 7-10dx1Y" 4500s 3 2305 8-16
d 2-1Nit Y' -- 4500s - - _ _ _ , ` 3170 22-16d 2-10i1x1Yz pigs s 1825 14-L0d_ 12 10dx1i4" 5o00sj,_ 7 4 1 *4 2305
8-16d 2-10dx11" -5000s z+ ' 3170 22-16d 2 10dx1'Iz 4500s 7 995 9-14d 7-10dx11/," 6000St a t 2305 8-16d
2-lOdx1't>' 6000s}_ &I a ; 4 3170 22-16d 214dx1%° 5000sk 995 9 10d 7-10dx1'!z" 14' 6500s1 z 2305 8-16d2-10dxtl 14 6500s' s 3170 _ 22-16d 2-10dx1%' _ 6000s 995 910d 7-10dx1!' 60s MIT3514 2 ' 2305 8-16d
2-10dx11z' 60s MIU4 75I14 2700 22-16d 2-10dx1Ya' 14" — r- - - - - - +-- - - - 6500s s 1600 141od+ 7-
10dx1'l pigs 3800 14-16d 2-10dx11
pigs 3870 26-lid_ 210dx1_%'- - - 4500s 2305 8-16d 211 -10dx1Y" -
4500s; :' 3455 24-16d 2-
10dx1'
f:" _ 60s _ 995 9-10d 7-10dx1'l'-
5000S _ 2460 10-16d ' 2-10dx1f' 5000s
r 3455 ' 24-16d2-10dx1 ' pigs 1625 ' 14-tOd 12-10dx11 60oos 2305 8-16d 2-10dxi'W" 60005E
z 3455 24-16d 2-10dx11 16' }6500s}! 6 2305 8-16d 2-10dx11"
16` 6500s c 3455 24-16d 2-10dx11' . MIT4 75116 2305 8-16d 2-10dx11" 6os
MIU4 75116 2725- , 24-16d 2-1odx1'/z' v 9os 3800 14 16d 2 10dx11 pigs 3780
26-16d . 2-10dx1YS" Y, 6Ex.K General i Capacities will vary
withdifferentnailing
criteria
anchor
support conditions; contact supplier or Simpson Strong -Tie for
further information. THAI VPA _ Capacity values shown are either
hanger
capacity values ort nts elow) or YCII Joist end Joist
x Capacityi Nailing Joist ' xHangerC [pa 1tyR(5tener I capacity uvalues are edowbnward loads at
10o°
k load
duration.
BCI HangerBCt pacities ---whichever 2s less. g , [Ip
j , Header , Joist Depth}lbs To PlateRatteranon. 4500si 3", <' 1181 6-10d 2-10dx1Y" 4500sI
LSSU125
995 9-10d 7-10dx1Y` Use sloped seat hangers and beveled web stiffeners when 5000si _' '' 1181 6-10d 2-10dx11' 5000s LSSU206 995
9-10d 7-1061% PChJoist slope exceeds 'f<"per foot, 9/ 6000s _ ,: 1393 6-10d 2-lodxi'W 9/ 6000sLSSU135
995 9-10d 7-10dx11" Leave'6a"
clearance (
1" maximum) between the end of the 6500s _ 1393 6-10d 2-10dx11' 6500s LSSUH310 1425 14-
10d 7-10dx1Y" supported joist and the head of the hanger. 5000s3 .. 1443 6-10d 2-10dx 1 h" , 5o00s LSSU2
5 995 9-10d 7-10dx1'I" di - Fordproperoinby stallaAt
max
design aaity shown, hangers may exceed
standard 450os 14436-
10d 2-1odx11" 450os LSSU125 995 9-10d7-1odx1%' n of the 6o00s 1443 6-10d 2-10dx11 6p00s LSSUH310
1475 14 10d
7-10dx1%^ 4h -degh the bend tabs must beinst installed at approxi joist iatelaiis ya 11'/a' 11l' 4 deree angle, 60s '
14436-
10d
2-10dx11' 60s LSSUI35 995 9-10d
7-10dx1`l "'p R,qj,romo,its 90s 1715 6-10d 2-10dx1Yz' 905 LSSU410 1625 14-10d
12-10dx11z" Support material assumed to beBatseCascadestructural 4500S 2 1600 6-10d 2-10dxll" 4500s LSSU125 995 9-
10d 710dx11' t composite lumber orsawnturnber(Douglasfrorsouthern 5000s 1600 6-10d 2-10dxl /' 5000s LSSU2 06 995 9-
10d 7 10dx1Yz pine nimum support Minimum snppert width for single- and double -joist
top
mount 6000s :. 1715 6-10d 2-10dx1`/z" pigs LSSU410 1625 14-
1od
12-10dx1f" 14 1600 6-10d 2-1odx1%" 6000s LSSUI35 995 9-10d
710dx11' -
hangers is3". 6 005 1600 6-10d 2-10dx114 1" 6500s LSSUH310 1600
14-10d 7-10dx1'/ Minimum supp ort
width
for face mount hang ers with 10d and 60s 1600 6-10d 2-10dx1 /" 60s LSSUI35 995 9-10d 7-
10dx1/ 16d nails is l l" and 2 respectively, 90s k
ing Connectors - USP Structural
THO TFL THF SKH
joist - , 111, 1 11 - -N .- - JCaig-",- J 61 st I Capacity L olst, apacity- pacity 1, Naijn ailingqpthBCIIHanger13CIHanger BCII Hanger
I _r Joist DeptW i , Hi lrdri Joist, Depth I Header ,-JoistPSI _Ukop [10s)
TH-017-950 1 993 _LQd- (2) 1 Odxl'/," THF17925 910 (8) 10d (2) 1 Pdxl'/2' 4500s: SKHl720L,iR 1153 ](14) 1 Od' (10) 1 O'dxl I/,"
5000s THF20925 910 (a), 1 Od (2) 1 Odxl'/," 5 SKH2020L,IR 1153
9'/,"
5000s TFL2095 993 91/11, 91/11, ,
Obos, 6) 10d (2) 1 Odxl'/," - (14) 1 Od, (1 O)-j,Odxj'/
6boo --TFL2395 -: . ..... 12_25 - 6000s THF23925 Q75 (1 2j, 1 Od 1OWI/," 6000s SKH2320L,'R 1384 (14) 1 Od, (1 OfI - -- I - 1111 : (
6) 1 Od (2) 1 0cIxl 1/, _ 1 _(2)_ (14)10d (1O)1OcIx1%" 6500s TFL2595 1225 (6) 10d (2)10dxll/," 6(56s THF26925 1M (12) 1 Od J2) 1 Odx1 I/," 650N' 1384
TH017118 1068 TH Fl 7112 910 T 4500s: SKH17,101-,R 1434 (16) 1 Od (10) 1 Odx1 IW' 6) 10d (2)10dxl'/," (8) 10d 1(2)10dxl'/
5000s TFL20118 1068 (8) 10d 50OOs-SKH2020 JR, 1434 1/16) 10d (2) 1 Odx 1 Y," THF20112 910 _(2) 1 Od x V/ (16) 1 Od (1 O)l Odx1
3000s THF23118 1300 (14)1 Od, (2) 1 Odxl'/," 6000s SKH232QL4R- 1434 (16) 10d', I
11 IV, TFIL23118, __1237 (6) 10d 2) 1 Odx1 %' 11 1XIITFL2511t31237 - 11 - i i6) 10d 2),1OclxVW' 1 6 566s' THF26112 1NO (14) 1OiJtIt2)!OdxlI/," 6506 iEW 1434, V16) 10d'. (10)10dxl"/
60s 8 -37 (6) 10d (2) 1 odill-W" - 60s THF23118 md 'D]t 16d] ppodaw, ns -§K4-5 HUW 1434 16) 10d (10) 10dxl,/",
90s TH035118 1589 J10) 10d, (2) 1 Odxl'/," 90s THF35112 1612 (16) 1 Od: (2) 1 Odx1 I/," 90s SKH410L,'RI 1900 16) 16d, (10) 16d
4500s TFL1714 M5 4500s THF17140 1075 2) 10dI 2)1Odx1'/," 4500s' §Kf f6) 10d (2)10dxlY," 16) 1Od,(1O)1Odx1F,"
5000s TFL2014 10d (2) 1 Odxl,'/,", 5000s THF20140 1081 (12) 1 Od (2) 1 bw,/,, 5000s SKH2024L/R 1562
14"
obas- --rF u - ztu - 12 - 62 (2 10dxl'/," THF23140 1350 i(Itt) jpd (2)1OdxIIW' 6000s KH2324L,,',9 1562 (16 1Od,,(1O)10dxIF,",
j6d 14 6S66s 14 -, --- - , ) -'', -
6500s TFL2514 1262 1350 _16) 10d X THF26140 :(l 8) 1 Od'(2) 1 OcIx SKH2524LIR 562 (16) 1 Od, (10) 1 Odxl'/,"
60s TFL2314 1262 (6) 10d (2) 1 Odxl'/," 60s THF23140 1350 (1 B) 1 Od (2) 1 Odx1 1/1" 60s ':-SKH-2'3-24L-1R -1-2
I --- - (
16) 10d,,(lO)10dxl'/,
90S TH035140 1Q5 90S THF35140 1650 2050 (22) 16d, , (10) 16d12) led, (2) 1 Odx1 1/," 1(20) jOdI(2)1OcIx1'W' gos ' skiw4b'R
4500s, TFL1716 1081 (6) 1 (2)10dxll/," 4500s- THF17157 1475 J24)1Od!(2)1Odx1I/2" 4500s'; SKIH,I,-,2 1690 (16) 1Od-(1O11I0dx1I/,".
5066 - THFNlt57 1465 W! - -W 500 s SKH2024LIR 15066-,-_- TFLN-1-- _10V (6) tort (2ll_Odx1'I/," -'s --- (214) 10- ,(2) 19 6Lx1'/T I-IIq 1-11 IIII-.-------------L- -(16),1OcI-_(1OJ,1OdxIIW',
6000s TFL2316 1268 (6) 10d (2) 1 Odx V/," 6000s THF23160 1362 (22) lOd' Odxl'/,' 6000s- SAH23 P 1690 (16) 1 Od, (10) 1 Odxl IV'
16" 6" ; (
2) 1
1
16"
6500s TFL2516 1268, (6) 10d 2) 1 bdxl,/,,, 1
6500s' THF26160 1362 :(22) 1 Od: (2) 1 Odx IV 6500s, SKH,25 4L,R2 ........ ... 169 0 (16) 1 Od (10) 10 dx 1F,"
60- SKH2324L,IR 1 (16) 10d, (1O),1Odx1'/,", 60s TFL2316 1268 (6) 10d (2)10dxll/," 60s THF23160 1362 (22) 1 Od4 (2) 1 Odxl'/," s 690
90s TH035160 i 1660 02 10d 2 1OcIx1I/,` 9
1
Os THF35157 1687 22 10
1
cl 2 1OdxI%" gos 'sM,404DR, 22-50 (22 16d 10 16d
THO Double FPH THF Double HD LSSH
joist Ca Nailing -- Joist BC1", Capacity Capaoityll3CV` Hanger pacity 1,.,, Hanger ...... ... . Nailing Joist I BClID Hanger Ileptbl -------- --- J- 1,,He afts- Q, Pepthi- --- _j L-11-0a i4500s! 4TH0359502050 !(10)10d (2),j0W'V 4500s THF35925 ' 1370 '(12) 1Od(2)1Odxl'/," 00s- IV 7 d IW* 1
5 P if46 0" s D30 16d. (6) 10d 5000s, THF20925-2T -1 S§b '-(12 10d:, (6) 10d 9,/,,, --OOOs :ItTHO-Ionn- 0 i d,: 7 Ib
4Y,- Y', 9 1/, 6000s LSS142,4,, 1140 10 10d (7 1006000s T110239504; M5 (101 16d, (6) 10d '6000s' biF2,05-21 ; 1625 ' I -xV/? 14)10d (6) 10d
UoDs- 1412 0 0 O0xII6506s, TH025950-21 2825 'IF25925 10d --- -(7 -110) 16d, (6) 10d 6500s Tr -2! 1390 (12) 10d d W' 4500$ 4,4 0 7 10 1I— . - ,, _----114Q, ( 0W511812050 !(10) 1Od,,(2)1Odx1'/2' 4500s THF35112 1825 : I - 4500s TH (16) led
6)106,
5QO05 L Vkao 1140 ; 1 0 10d:, 7 '160 IJ
2, 2330 (10) 16d- THF20112-2 18,1 4j, H23 1140 10d 7 10d " x I I/," TH020118 5000s, ___(6) 10d Os- 117/'. Q,OO_ . .. ...
3 - 10 10 7110 x1i6OOOs TH02312-2; 2925 (16) 1 Od , I I10) 16d, (6) led 11F. 6000s TH 1855 ,Q500s,' H26) 10d
6Qs l,,- TOO -1/ THF25118-21 1855 ( I - II 15d, J " 6500s! 29,25 1140 14 12 "1Th'02,5fM J10) 16d (6) 10d 6500s' 16)10d'
90s-- ftizo - , "
k
S iM (
6) 10d
12 1602i3212tlFb1855s (10) 16d (6) 10d 60 1 4 Odxl'/,'* J1 6) 1 Od' (6) 10d
45 - 00 - s L SH179 146- 10 10d, 790sHE17120225510dqOsESEtI7I4I83455j6d (6) 1 Od Q005, 1140 10 10d1Q16d
i45OOs TH035140 7 100-Kl' 2315 (l 2) 1 Od, (2) 1 Odxl'/," 4500s THF35140 2320, (16) j0d (2)10dxl I/Y A, -- 161140 11id
Oobs---Q- NJ THF 010:2 MO (20) 10d, ((3) 10d 14" - - (7) I-Odx,!-
Tt4 2330 (10) 16d, (6) 10d 4 6 4 1675 TO 1-0cI---(7)jO&I,'VI
14" 6 0 Ops 6000s THF231,10-2, 2540 (20) 10d: (6) 10dJ_40-,2 3350 (12) 16d (6) Od
14" ---
114Q- 4 16d, 12 1 Q,d,.N 1
2
1
3350 (12) 16d' ((3) 10d 6560s TRF'2 i4b-, 2500 1(20) 1 Od "PWOO-Ylly?, 6500s TH025140 (6) 10d
60s
11
THF2
11
3
1
1 - 4
1
0 -2 2540 45OQs, 1140, 1 , 1,003535It,4p- , (12) 16d, _J20)IIPcI- _(i3), 1 Od
7)!Qd3455 '(16) 16d 5QQQs LS-RUP - -1/ 90s i BPH71,14, -J------------ --, -- " -- , (l3)-1Od- , "" , 11910`1,11111 - 1HO7140 2820, 16,01 (8), 1 Od 114 xI -?"
0 2359 ; (12) 10d (2) 1 Odx1 IW' 4500s, THF17157-2 2425 1(2 2) 1 Od 2j 10dxl'/," 16" 1,14 7McpOWi4566s' -T. H-0-354'6- ,f I6000s"-', UB I i 7)-1 Od,?(, 5000s! TH020160-21 2330 (10) 16d' (6) 10d 5000s 605
k, I --- ---
H2
Y,
Q -1-14Q 14),1 Q (1 19 x1'
16" 6OOOs! TH023160- 1 3137 (12) 16d, (6) 10d THF2316-0-4-' 3050 (24) 10d
14Q
L '(6) 10d 4 1
i 6560st 16
3137_ LI ), 16d- 65DOsi HF25160-2 - 3000 (24) 1 'OldI-,---- , - - -- -------- _
10d (6)-
TH0`3160-21 3535 (12) 16d (6 10d 60s THF23160-2 3050 (24) 1 Od'! (6) 10d ^USP For more infcmatlon, 4
60 3385 24 16 8 10d N 0" STRUCTURAL GOntac,
CONNE'CTORS' USP St,uctwad Commec"ars
v w VV, 'c 0 1 nw C t S c o n IaiNotesv -; S p
Soldltalic oangers reqpnred web siiffponefs,
Capacities will vary with different nailing criteria and/or
TMP support conditions: contact supplier or USP Structural
Joist Joist E, qtprigr Connectors for further information, Nliling Capacity piBCIIIHangerBCIIIHanger
Top Pj*4 e Capacity values shown are either hanger capacity valuesIllb1,IJ DepthiIs'] J-paclipr -j-qiat i 1-11R, _ Raft r
4500s 566s- TIVIPIn 121-1 i (6) 10d 1(4)10dxl'/," (see support requirements below) or BCV' Joist end
5000s TMP21 1125 (6) 1 Od (4) 1 Odxl'/," reaction capacities - whichever is less.
6060s TMP23 1375 (6) 10d '(4)1Odx1IW All capacity values are downward loads at 100% load
d' duration. 6500s: 6500S TM P 25 1375 l6) 0 (4)lOux"I/,'
4500 4500s TMP175 150 Qd-_(4)1,Odx11X" Use sloped seat hangers and beveled web stiffeners when
1290 (6 10d (4) Odxl'/z" IrTMP21BCI Joist slope exceeds I/W' per foot. 11%11 6000s! AASP7M 143 6 d xl'/," 600CIS TMP23 1425 (6) 1 Od (4) 1 Odx1 I/.'"
16560si W! S-H' 3'2 -2" -i 143
1
1 WWI 6500s' TMP25 I 1 -1 "
1 Leave Ih6" clearance (1/8" maximurm between the end ofI 6) led 1,425 6) 100,,411,00xl%,
1431 ', 6 x 60s- TMP23 1425 6) 1 Od , 4) 1 Odx1 1/2, the supported joist and the head of the hanger.
J (4)10d 11/,"
Os-!, -JV55,tKV-, 1 1 62 (6) 100 (6)19d - 90s- TMIP4 1 1800 (6) 10d, (4)100xl,," For BCVI Joist applications, consult USP for capacity
4500s! 1 6)1 On1$Hl 7 2 556 j%-, reduction, 4)1Odx1I/," TMP175 1150 (6' 10d (4) 1 Odx
5000s TMP2150OOSII 1290 (6 10d :4)10dx 'W"
14" 1,6000s' - msi42322 1550 1 Odxl'/," 141, 6000s TMP23 1525 6) 1 Qd , 4) 1 Odx1F" Support material assumed to be Boise Cascade60 , , (
6) 10d (4)
1
1 550 (6) 10d (4)1Od'xII/," 611500ti' TIV1025 1525 6)10d (4)1Odx1%"
6 155b structural composite lumber or sawn lumberOs,:-MSWP,? ((3) 10d] (4)IQdx1I/," 60s TM 15 (6) 10d 4) 1 Od,ll,:,
bos 90s TM P4 18 lod '4 1 1 (Douglas fir or southern pine species). 0 ) Oax w
MSH1722 1668 (6) 10d (4)1Odx1%" 4500s TMP175 150 '6 Od 4)10dxIY," Minimum support width for single- and double -joist top
5000s 5000s TMP21 1290 (6) 10d (4) 10dxl'/," mount hangers is 3": (11/," forTHO hangers).
16" 6000S 1668 6 1'':: 6000s, TMpn 1550 (6) 10d Minimum support width forface mount hangerswith 10d
6500s, 166 ( )
10d (4)10dxl 16 (4)10dxlY
8 13) 100 6500s, TMPZ5 i(i (6) 10d, (4) 1 0dx1 W' and 16d nails is 1%" and 2", respectively, 4)1OdIx X 15
60s ; MSI-42322 6) 10d (4)1OdIxII/," 60s , TMP23 1550 3) 1 Od (4 jo ax-1
4 1 d Y'', T TP --mog- 3I_LQfL,,(4 1% _I_z]
4Y1.,,sti,t,. r t r .t RR t 4
x 1' e, `i a `•xti '
k
R
Boise Cascade has a proven track record of providing
quality wood products and a nationwide building materials , t
distribution network for our customers, helping them to
1., enhance their own businesses i`".1 :., .,s 't a•r k is a..'..aR k et%,icl,'i'lt„t; R`,,`?,`c'tc\RY§t s, t
Boise Cascade Engineered Wood Products build e
better homes with stronger, stiffer floors using onlyLifetime Guaranteed
li wood purchased in compliance with a number of Quality and Performancegreenbuildingprograms. Take moment to view our
sustainability certification site at Boise ,s 1:
t
or view our green i `t ,R 1 f inull A1,111LJOISTtx icts :
t
brochure b<F ,,.. , „ , , t
i
Boise Cascade Engineered Wood Products
i„e' r nf, "`s 'i`'"' '''wt ` :';'" °`
throughout North America can now be ordered ca"Id 0 ° `c e t0 1 exR ,<=ci our serf ., ,1 1 1i"`t''
FSCO Chain -of -Custody (COC) certified, enabling l
i t ixtxte
t -t, a d 'x
x
homebuilders to achieve LEEDO points under J.S. i I i "t' „rt { < f= , tea.' ;i <wt
Green Building Council' residential and commercial to out.<
green building programs including LEER for Homes
and LEER for New Construction. Boise Cascade
A
Engineered Wood Products are available as PEFCe, Chain -
of -Custody certified, SFII Chain -of -Custody certified and
SFI Fiber -Sourcing certified, as well as NAHB Research If in doubt, i<
Center Green Approved, enabling homebuilders to also
For the closest
obtain green building points through the National Green
Building Standard, t Boise Cascade EWP
distributor/support center,
call
ME x.. i; „ u. ' - ` <3,.. `, . ` :.,. ua rasa:aaxx:`'4i$S Yiu';''Sl,, .. ,titia;;i+,:R;,a`s",Rl ,`Rll
BOISE CASCADE, TREE -IN -A -CIRCLE, BCL BC CALC, BC COLUMN, BC FRAMER, BOISE CASCADE RIM BOARD, BOISE GLULAM, SIMPLE FRAMING
SYSTEM, VERSA -LAM, VERSA -RIM, VERSA -STRAND, and VERSA -STUD are trademarks of Boise Cascade Company or its affiliates-
1 4Yy
visit our website at www.BCewp.com
Your De(der is:
Lu N
b kBoise
Engineered Wood Products
z .... t t t ry 3'a k et far x, et c "' ,
a b
s,.ar. h :. 4v x' s.x ;+,. , Cst
Rr
If no dealer is listed, call 1-800-232-0788
Ctpytight s- Boise Cascrarlc }food Pr•o& fs
1 (
h4C0
2 14 r h
3
r e rtn.rr s<Ra <a..:r zr a, ti R u ,..,x. ,,,i ...t... ..e, a .Rt,,.
Permit # # 1i 8 1 0
I
1711i'll 111111111 1111q 11111111 11 111 11111111 1111q iiii 11111q
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 th
you contact your local product supplier should you not know the product approval number for any of th
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 'IApprovalcanbeobtainedatwww.floridabuildino.ora,
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 Florida Approval #
Description include decimal) 1
1. Exterior Doors
SwingT*-9-- THERMA TRU FIBER CLASSIC
Sliclin MI WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE-
DALIQN— 5120/6100/9100#0230 FL9174-R12 Roll Automatic
Other
2.
Windows
Silverfine BLDG
PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider
CasementDouble Hun
Fixed Awning____—
Pass
Throeh_
Proected Mullions
Wind
Breaker
Dual Action
Other June2014
1
10
Category f Subcategory !Manufacturer Product Florida Approval #
Description (includingecimal)
3. P°an,el Walls
Sldin JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5
Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6
Storefronts
Curtain Walls
Wall Louver
Mass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4e oofl! rid
Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12
Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8
Roofinq Fasteners
Nonstructural
Metal Roofin
Wood Shakes and
hire les
ReaOfin
Roofing
Insulation
Waterproofin
Built up roofing
System
Modified Bitumen
Single Ply Roof
Roofing slate
Cements/
Adhesives
Coatin
Liquid Applied
Roofin S stems
Roof Tile
adhesive _
Spray Applied
Polyurethane
Roofinc
E.P.S. Roof
Panels
Roof Vents LOMANCO, INC ER FL3792-RALUMINUMROOFLOUVER
Other
June 2014
rm
Category Subcategory Manufacturer Product Florida Approval #
Description (include decimal)_
5. Shutters
Accordion
Bahama
Colonial
Roll
Equipment
Other
6. Skyliqhis
Other
7. Structural
Components
Wood Connectors
Anchors
Truss Plates
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS FL158-R10
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other----
8. New Exterior
Envelope Products
Applicant's Signature
I I
Please Print)
June 2014
1/212018 Florida Building Code Online
13CIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts publications FBC Staff 6CIS Site Map rinks Sear
db-rProduct Approval
USER: Public user4015),
P4?q4SIJy i r >?ro ...? 'x !S ^ Application Detail L 4, FL #
FL15036-R2 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 Category
Subcategory
Compliance
Method Therma-
Tru Corporation IIS
Industrial Drive Edgerton,
OH 43517 419)
298-1740 rickw@rwbldgconsultants.
corn Vivian
Wright rickw@rwbldgconsultants.
com Exterior
Doors Swinging
Exterior Door Assemblies Evaluation
Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation
Report Florida
License PE-43409 Quality
Assurance Entity National Accreditation and Management Institute Quality
Assurance Contract Expiration Date 1213112021 Validated
6y Ryan 1. King, P.E. Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
0y Sections
from the Code ASTM
D1929 1996 ASTM
D2843 1999 ASTM
D635 2003 ASTM
E1300 2004 ASTM
E84 2000 ASTM
G26 1995 TAS
202 1994 Florida
Licensed Professional Engineer or Architect F
15fl}b RZ___Ec c iU• Cb Egr va_14nS1 4f St_:n t4rfi5 p f https://
www.floridabuilding.org/pr/pf_app_dti.aspx 1/3
Florida Building Code Online
Product Approval Method (Method I Option D
Date Submitted 1011612017
Date Validated 10/16/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12112/2017
ura Mary of Products
FL # Model, Number or Name Description
15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing J
Insuring (X) Configuration
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: NIA
Other: see INST 15036.1 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
Installation Instructions
FI_LaU5_R_1_II i11hLa? !_L '1,Q_,.I (
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL?SOR2 AE_Ev_ I SS
Created by Independent Third Party: Yes
15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact° Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OX or XO) Configurations
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.2 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.3 c. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other; See INST 15036.3 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
d. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.4 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars,
Installation Instructions
j L14(7 rC l22 II_ (a} In,4t iSd fr r ii
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelites - Outswing / Inswing (OXO) Configuration
Installation Instructions
GI.4R?.. II t Ins*2#d d`
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL25 36 R? A _ EUrti_1SQw3_ ,.. 1E
Created by Independent Third Party: Yes
6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing /
Inswing (XX) Configuration
Installation Instructions
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non -
Impact" Sideiites - Outswing / Inswing (OXXO) Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes F _ In4 gt
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.5 for Design Pressure Ratings, any 5 R_ ajy1f
palkicuf rs.rn ux a it % ul WT %,
15036.6 f. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See INST 15036.6 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
8'0 "Non -Impact`` Opaque Single Fiberglass Door - Outswing /
Inswing (X) Configuration
installation Instructions
Verified By: Lyndon F. Schmidt, P,E, 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by independent Third Party: Yes
t„ particulars.
s
has z;'ry kcti3saa st rl ca r lua;thttps1/wvvw florida uilding.orgipr pr_app_
I /2120I a
15036.7 g. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: N/A
Other: See INST 15036.7 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036.8 h. ClassicCraft Fiberglass Door
8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non -
Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration:
Installation Instructions
Verified By: Lyndon F. Schmidt, F.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
8'0 "Non -Impact" Opaque Single Fiberglass Door, with "Non -
Impact" Sidelite - Outswing / Inswing (OXO) Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FtIJ_J?Ca)0.1_
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant., No Created by Independent Third Party: Yes
Design Pressure, N/A Evaluation Reports
Other: See INST 15036.8 for Design Pressure Ratings, any EL115tQ_M R2 , ,g ( I5_ t3tp
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15036.9 i. ClassicCraft Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: N/A
Other: See INST 15036.9 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
particulars.
15036J0 1j. ClassicCraft Fiberglass Door
8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing !
Inswing (XX) Configuration
Installation Instructions
t f.543E.._R2__I1._0.-11C'st 159-3 .9w 0f
Verified By: Lyndon F. Schmidt, P.E, 43409
Created by Independent Third Party: Yes
Evaluation Reports
Et I5G3C_ R2_AL_CrO)1 Y,, i lSC a q I
Created by Independent Third Parity: Yes
8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non -
Impact" Sidel tes - Outswing / Inswing;(OXXO) Configuration
Limits of Use Installation Instructions
Approved for use: in HVHZ. Yes ft t: . I .II_£n _( 1 I. .G a5_.1-0.1120
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant. No Created by ;Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 15036.10 for Design Pressure Ratings, any a}:e:lrval,.I.H-3_f?. I.I-Af
additional use limitations, installationinstructions and product Created by Independent Third Party: Yes particulars:
QgnsaU_
Vs :: .Lone Road.? Eahass e F 3 2 E! ; E kAL7 The
State of Florida is an ARIEEQ employer.p1L..Z:-.( 13 State of FI ri :: Privacy Sty, m :: AGCP.S i it m n :: Reftmd Statement Under
Florida law, email addresses are public records. If you do not want your e-mait address released in response to a public -records request, do not sen 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 Section
455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ernail addr 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 wis supply
a personal address, please provide the Department with an email address which can be made available to the public. To determine ifyou are a licew under Chapter
455, F.S., please dick Fes._. Product Approval
Accepts: AAc ccepts: IC::
redii
Card Safe https://
www.
floridabuilding.org/pr/pr_app_dti,aspx 3/3
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services foi- the Building Industry
C P 0 Bo, 230 Vallico, F!, 33595 Phone 8 13 65l) 919-,
Honda Board of Professional Eni,,incers Certificate ofAuthonzation No 9813
Toduct
Category Sub Category Manufacturer Product Name
Swinging
Thernia Tru Corporation "Classic -Craft"
Exterior
Exterior Door 118 Industrial Dr. Fiberglass Door
Doors
Assemblies Edgerton, OH 43517 Inswing I Outswing
Phone 419.298.1740 "Non -Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID
1998) for Thermo Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product
Approval, Department of Business & Professional Regulation
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVLIZ),
2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco,
3. When used in the "l this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1.2 & R301.2,1.2.
5- For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15036.6 require further engineering analysis by a licensed engineer at -
registered architect.
7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ",
8, Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-15036 6 for size and design pressure limitations
Supporting Documents:
1. T Test Standard
TEL 014E30336-A,B,C ASTM D1929-96, ASTM D635-03
ASTM D2843-99
STTS00001 ASTM G26-95
15427-107362 ASTM E84-00a
ATI 67508.01-106-18 ASTM D 1929-96
ETC-01-741-10705,0 TAS 202-94
ETC-01-741-105910 TAS 202-94
TEL-06-1031-3 TAS 202-94
2. ynD o, q9 Nra Prepa,n b
No FL 15036.6 RW Building Consultants, Inc. (CA #9813)
3, Calculations ELepartE!_by
Anchoring RW Building Consultants, Inc, (CA #9813)
4, gQMkj2aj1qyAaayjREEe
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
Testi _SiLned by
Testing Evaluation Lab ,Inc. Lyndon F Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc,
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,Inc
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A. Reed, P.E_
Wendell W, Haney, PE Joseph
L Dolden, P,E. Wendell
W, Haney, P.E. Lyndon
F. Schmidt, P.E. Wined &
Sealed by Lyndon
F. Schmidt, P E. o
of
Lyndon F. Schmidt, P.E. FL
PE No. 43409 1
Sties011612017
Classic -Craft
itwk, it wo low, 0MIN
f15 1Liv ff F IVA I F, T i N
GENERAL NOTES
1. This product has been eva!uored and is in complicnce with the 6th Edition (2017) Florida Building Code
fFBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ),
2. Product anchors shell be as listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3. When used in the t'HVHZ" this product is required to be protected with on impact resistant covering that
complies with Section 1626 of the FBC.
4. When used in areas outside of the "HVHT'requiring wind borne debris protection this product is required to
be protected with an impact resistont covering that complies with FBC Sections 1609,1,2 & R301.2.1.2.
5. For 2x stud Homing construction, onchoring of these units sholi be the some as that shown for 2x buck
masonry construction.
Site conditions that deviate from the details of this drawing require further engineering analysis by o
licensee engineer or registered architect.
7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements
or "HVHZ".
8, Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not
meet the water inFiltration requirements for the "HVHT'. Inswing units she[! be installed fin the "HVHZ`} only in
non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees.
37.5'MAX.
OVERALL WIDTH
a
m
OVERALL DESIGN PRESSURE (PSF)
SWING FRAME
DIMENSION POSITIVE NEGATIVE
INSWING 37.5- x 98.0" 75.0 -75.0
OUTSWING, 37.5" x 96.5" 75.0 -75.0
X.4
R
oIzz
OZ- Z
0 , <
z 6 St 6
1 101 0 of z
Z.
E z
a:
r,n, 02124112
Sc,_E ---IN T, S.
owG sr JK
C- W FS
15036 r
7
146EXTERIOR
44
INTERIOR
HORIZONTAL CROSS SECTION
36.OYMAX.
DOOR
PANEL WIDTH
4.1 1"
30,
1,4F
4j-TOP RAII LATCH SME
cvri
1,49"
DOOR PANEL
LFL-nu
NO' , E WOOD DOOR OMPONENTS: OA K (SC > 0,67t
44
fE5UWNGE,S77LE-
Z'
0
z
n z
6
0 A
Guam
VERTICAL CROSS SECTION
I I /4" MINI.
EmB, (TYP.)
I NHORIZONTAL LKUSb,tC IIVN
outsvAno shown - Inwng
also cp roved
M
TERIOR
L3-HORIZONTAL CROSS SECTION
Shown wl I X sut-buck
EXTERIOR
HORIZONTAL CROSS SEC77ON
uts n s owr inswing,
d1so cIaproved
i - I //** MIN.
EMB. (TYP,)
19
o .-
z
vz
Its 0 n6 zI
0 o z
K Ga c W
N ci fL
5-'\, VERTICAL CROSS SECTIONVERTICALCROSSSECTION
ng onf u aWSWr frr
s gener h Foufswngcon11
see generol notes, sheet 1 see
for "HVHT'woter in5lfrotion orHVHT'waoo rAtration,
requifements
recuzemenfs
cn
z a n 6z
m
0 E I z
z
E 02124112
1 7 S
jK
10
F, C 3 6 15
7
MASONR
OPENING
2X BUCK
BUCK ANCHORING
For DP PSF
MASONRY TYP,HEAD
OPENING & JAMES
FR/0,AE
2X BUCK
STRIKE JAMA _ FRAME ANCHORING ffl_RGE JAMB
Masonry 2X buck construction
for DP <= 48 PSF
CONCRETE ANCHOR NOTES:
i . Concrete anchor locations at the comers may be adjusted to maintain the min
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded
1 Concrete anchor table:
ANCHOR ANCHOR MW MIN, CLEARANCE MIN, CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY
EDGE
TO ADJACENT
ANCHOR
ITW
1/4- 4"
TAPCON
ELCO
1/4- 4-
ULTRACON
i, Maintain a mrinimum 5787 id an.re, !'end locci,19 Of
wood 5,S to prevent rr-,e miltrng of wood,
MASONq
OPENING
2X BUCK
BUCK ANCHORING
For DP > 48 PSF and
DP <= 75 PST
6" C <
Y-
4"
I
z 5 ro 6
0 n z
0 G Z,
N My 5 fD
MASONRY TYP, HEAD 6z
OPENING
J &
JAMES Li
FRAMEl -Il < b
2X BUCK - N /F' 7
FRAME
ANCHORING Masonry
2X buck construction for
DP > 48 PSF and DP <=
75PSF 23MOUNSM
E
021241€2 11
1 ISK
LFS
TL
750,36.E 7
MASONRY
OPENING
a
I FRAM
I X BUC
STRIKE JAMS _FRAME ANCHOWN-G - - ------
Mosonry I X buck constructi' n
For DP — 48 PSF
CONCRETE ANCHOR NOTES
I Cohcrefe anchor locations of the cornets may be adjusted to maintain the min,
6 a Z distance to nroddrooras.
2. Concrere o'chon tocaflonsrorfed as 'MAX, ON CENTER" must be adjusted to
montowt the min. edge distance to moderjoine, oddIffohal concrets, anchoa
m Imay a reqt,jhed to errsu,e the "MAX, ON CENTER" dknensio, are rsof exceeded.
3, Concrete archo, table:
W —CLEARANCE M7f—N,
z ANCHOR ANCHOR MIN,
CLEARANCE
zTO MASONRY TO ADJACENT
TYPE SIZE EMBEDMENT
EDGE ANCHOR
ITW
I•I Idi" 2' 4'
TAPCON
T A [PTCWO N
2NOop—SCREY —IN77—n TZLFTENOTES:
1, momfoin a minimum 518" edge distance, end divarc e, & 1 0. C. SP C(t`tg cif
ATxrd screws to prevent the spliffirro & wood.
ItfLqGE JAMS
7—
MASONRY TYP. HEAD
OPENING I JAMBS
FRAME - " N —
X BUCK
mommmusamm
IYP.
FRMWANCH0K[NG
Masonry I X Duck constriction
For DP > A8 PSF and
1= 7c PIF
6"
ID
44
5:
4%
d)
z
C
6
fill 11 n z
0 Z'
F K
D
a
6
0 E2
rZ
Z 'a
u
E r'21241; 2
rv, S
Ell J K
036 6
7
Al
SfLL OF MATERIALS Z:' S
tTEM MATERIALDESCRIPTION 456` < Je
A I X BUCK SG - 0.55 __"__WO0D 0% 6 o _zVz_
B TX BDOK SG - 0,55 WOOD T_
WOODc —MAX-1 /4—SHIMSPACE CO
CONCRETE E SCREW STEEL ZO
o C ZO E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 2 U I 301
OR HOLLOW BLOCK CONFORMING TO ASTM C90 6 236" z
STEEL
E FT/47K —I N_CR`ETE SCREW 3XITWCOSTEEL -
2 0 HEAD SIDE 6
G
3/16" X 3-1/4" PFH ffW CON-CRETE SCREW — ----- 19 3-
1PFH ITW CONCRETE SCREW STEEL ' 8200 HEAD z CONCRETE
ii7,TTI _/4- PFWIT1W RUE SCREW STEEL J_ _I/
4 X_33/4 PFW_[TW-C_0NCRETE SCREW STEEL K 4
1 .0 X 7' PFH WOO-DSCREW ____' -STEEL 2.20" —i
L 48 X
2-1/7'PFH WOOD SCREW [11.15" MIN, EMBEDMENTL_ STEEL 7 SHORT REACH
COMPRESSION WEATHER-STRIPFOAM — ----- 8 LONG REACH COMPRESSION
WEATHER-STRIP--- --FOAM 9 '4' XY HINGE .
09 7" THK, STEEL C) c SCRE (HINGE_
f0_FRK._
ME'F_ STEEL STEEL 17 KWKSET _PkffSA_GE —LOCK - S IG-N _ATU_ R E — ---- - --- COD W20D 19 _HffA-DER —
JANAB
PINE
SG SUMP FACE THRESHOLD LOW,PROFILE JLG= 0 42 WOOD 20SIDEIAMBPIN,SG>=
0.42 WOOD <I STEEL BOLTSIGNATURE SERIES (780t _ 27
LATCHSTRIKEPLATESTEEL
0 ffA5- <1 28 D
BbLT___
PCkT_
STEEL
A— W_ 37TUMTP ACETHRESWULDLOV PROFILE
32 DOORBOTTOMSWEEP !m
33 SELF ADJUSTING INSWING
SADDLE
THRESHOLD ALUM.COMP, 39 HIGH WATER DAM THRESHOLD
ALUM. 7 40 CLASSIC CRAFT DOOR - SEE
DOOR PANEL DETAIL SHEET FOR DETAILS T 41 DOOR SKIN; .125"
MIN.
THK, FIBERGLASS BYTHERMA-TRU FIBERGLASS WITH YIELD STRENGTH Fy (MIN.)
6,0(YJ PSI comp. SELF ADJUSTING SADDLE THREHOLD
42 OP IL 43- EKTCH—
STiff WOOD 4Z_
WOOD 7_POLI&R_
ETH,Nj
0
45— BOTrO`MRkm1L__ Comp. 7-LJR VT N POLYURETHANEM
L, 9 16 DE y - 4.56' OR ANEFOA 456 2.36" lip/ wE021241'
12_ SCALES
N.T.S. HIGH
WATER DAM THRESHOLD jK
LFS FL- '_-0_K6,6
s.
EE7 7 S, 7
R
W R W Building Consultants, Inc.
BConsulting and Erwineering Services for the Building 111dustrk11
C P0 Box 230 VaInco, R, 33505 Phone 813 o59 9197
FromLl Bomd oP FroEcssionat Engineers Ct ruhcale or AuflhoruinonNo 9813 Product
Category
Sub Category Manufacturer Product Name Swinging
Therma
Tru Corporation "Class ic-C raft" Exterior
Do
Exterioror 118
Industrial Dr. Fiberglass Door w/ Sidelite Doors
Assemblies
Edgerton, OH 43517 Inswing I Outswing Phone
419,298.1740 "Non -impact" Scope:
This is a Product Evaluation report issued by R W Building Consultants, Inc and Lyndon F. Schmidt, P.E. (System ID ff, 1998)
for Thermo Tru Corporation based on Rule Chapter No 61 G20-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation. RW
Building Consultants and Lyndon F. Schmidt, P.E_ do not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product named herein, Limitations.-
1,
This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including
the "High Velocity Hurricane Zone" (HVHZ) 2.
Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or
stucco. 3.
When used in the "HVI 17' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the
FBC, 4,
When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant
covering that complies with FBC Sections 1609,1.2 & R301.2,1.2 5.
For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6-
Site conditions that deviate from the details of drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered
architect. 7.
Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements
for `HVHZ". 8,
Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements
for the "HVHZ", Inswing units shall be installed (in the `HVHZ`) only in non -habitable areas or at habitable locations protected
by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9.
See drawing FL-15036.7 for size and design pressure limitations Supporting
Documents: 1
122iE tNo, Test Standard TEL 01460336-
A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-
99 TEL 01460339-
A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-
99 STTS00001 ASTM
G26-95 15427-107362
ASTM E84-00a ATI 67508,
01-106-18 ASTM D1929-96 E'TC-
01-741-10705.0 TAS 202-94 ETC-01-
741-10593-0 TAS 202-94 TEL-06-
1031-3 TAS 202-94 TEL 06-
1031-4 TAS 202-94 2. Qlawigg-
NE, Pre ared b No. FL
15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations
EEqRareq by Anchoring RW
Building Consultants, Inc. (CA #9813) ASTM E1300
Glass Load Lyndon F. Schmidt, P.E_ 4, Quafi!
y_Assurance Certificate of
Participation issued by National Accreditation and Management Institute,
certifying that Therma Tru Corporation is manufacturing products
within a quality assurance prograrn that complies with ISO/
IEC 17020 and Guide 53. Sheet 1
of 1 Westin Laboratca §
jgnq q b Testing Evaluation
Lab Inc. Lyndon F. Schmidt, P.E_ Testing Evaluation
Lab.jnc, Lyndon F, Schmidt, P.E. Sub Tropical
Testing Lon Hicks, VP Operations Omega Point
Laboratories William E. Fitch, P.E. Architectural Testing,
Inc. Joseph A, Reed, P.E. ETC Laboratories
Wendell W. Haney, P,E. ETC Laboratories
Joseph L, Dolden, P.E. Testing Evaluation
Labjnc. Wendell W. Haney, P.E. Testing Evaluation
Labjnc. Wendell W, Finney, P.E. 519inned &Seal
ed b Lyndon F,
Schmidt, P,E. S, d &
Sea by Lyndon F.
Schmidt, P,E- Lyndon F,
Schmidt, P-E. FL PE
No. 43409 10/16/
2017
THERMAITRUO
DOORS
53, 13" MAX, OVERALL WIDTH
z
Classic -Craft.
FIBERGLASS DOOR W1 Si ELITE
INSWING / OUTSWING
NOWIMPAcr'
GENERAL NOTES
1 This product has been evaluated and is in compliance with the 6th Edit on (2017) Florida Building Code
FBCI structural requirements including the "High Velocity Hurricane Zone" (HVHZl, 0
2. Product anchors shall be as listed and spaced as shown or, details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
3, When used in the HVHZ" this product is required to be protected with an impact resistant covering that
complies with Section 1626 of the FBC,
4. When used in areas outside of the "HVHZ" requiring wind borne deans protection this product is required to 0 i
be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2.
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck 6
masonry construction.
Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations using coastal sill Item #39 under active doors and all sills used under sidelites meet water
irfittrationrequirements; for "HVHZ". 8.
Inswing configurations and outs,,ving configurations using sill Items #31 B. #33 under the active door do not . . . ... ............ meet
the water Infiltration requirements for the "HVHZ", inswing units shall be installed (in the HVHT') only in. non -
habitable areas or at habitable locations protected by an overhang or canopy such that the angle between
the edge of canopy or overhang to sill is less than 45 degrees. DESIGN
PRESSURE (PSF) OVERALL
SWING
FRAME WITHOUTSURFACE WITH SURFACE DIMENSION
BOLTS BOLTS POSMVE
NEGATIVE POSITIVE NEGATIVE INSWING
53. 13" x 98.0" 47.0 -47,0 6U 60.0 OUTSWING
53.13" x 96.5" 47,0 -47.0 60.0 60O SCALE,
N,T,S DwG.
EY JK C..
FC` LFS FL-
5035.7 srfp
c4 9
EXTERIOR
n
NTER,I-O-R-
HORIZONTAL CROSS SEC77ON
2
3&C('MAX.
DOOR
PANEL WIDTH
411
it
2 ()<
e 12)—TPP RAIL 3LATCH STIU 4
DDOOR PANEL aossic
croft - NOTE:WOOP
COMPONEN'AK (SG TS, 00,67" Ell - -I r,--\ HINGE
STILE VOTTOM-RAIL WARM HBO=
j:IVEMCMCROSS
SECTION 021241 2
i By JK
i. FS
5,33F
7 2
13,7
PANT
7.
D.L
11 500 SIDELITIS PANEL
NOTE: WOOD SCELffE COMPONENTS: PINE fSG - 0,421
N,—CTL
1. Spa cina for is e m # I P & # 29 (H e frame screws) is
as follows: from fhe bcflorl, JD, on sides; 6.5',,Ath
7} more spaced of 9.88" cs.c. there cwe (2) screws
bclli top and bottom 2.13" in from each corner.
EXTERIOR
fORIZONTAL CROSS SECTION
i, rl Aqc
MIN;. N"
6S -HK
EXTERIOR
TEI`,PERED
GLASS
AIR SPACE
1/8'
TEMPERED
PFERIORG,ASS
SIDELM TOP & 8W
rG 5 insulated gbss Wl
prc fife frame
I-- 1,53
SIDELTTE STILE
fllqN.
SS THK,
1/8'
TEMPERED
GLASS
AIR SPACE
1/8
TEMPERED]
CLASS
z 8
d
z
it, kxN 0 Z
0 oZ'
M
6
z
c we
j,
4d
INTERIOR
2ERTIICALCRIVERTICALCROSS SECTION
4
Z,
02124112
sc-f N.T.S.
JK
C.K.81 L
FL— T5036,7
HE NOTE I
EXTERIOR
CSINK
Typ.I
14 WN I", HORIZONTAL CROSS-SECTION
ryp -MB, Uis-hg shown - fn-,,Ang
else oppfoved
INTERIOR
NOTE:
0, 157' 1. The siddife is d,fec+ se' into fhe
CSINK iamb Wth, 0 2) i'em aM (:'8 X 2"
I TYP*, PF, wool ICII-). There are flI
f7 D1 at each verfical jcmb from the
down at 13.5 3 l", 18,5" &
66".
SEE NOTE 1
SEE NOTE 1
EXTERIOR
0,15,
C'SINK
EXTERIOR INTERIOR
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION.
Inswing configurofion
M
EXTEF,
L5 ,, HORIZOYIAL CROSS l IGNIT
4 Showrowl 1 X sub -buck
MMMM
MEN=
3 1 HORIZONTAL CROSS SECTION
inswingOutswingshown
ofso oppoved
A,
zd;6
Cl 1 ZNmII
Z d
rn
M a: a I
E qz
4 psi
EfAB. (TYPj
0212412 N
JK
cHK
B" LFS FL-
15036 7 s-
Ff-
z
z'
EXTERIOR NTEREOR
b
600
ZL-
VERTICAL CROSS SECTION
Outswing shwori - fnswI ng
else opryoved
60 -
61
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
a on
see generng al notes, sheet I
fo,"HVHr water infitration
requirements
EXTERIOR INTERIOR
54 VERTI,CAL CROSS SECTION
rn c- en arrf,6"aor, i,;
gene notes, sheet I
for"HVHZ" Water hAtroron
requirements
UNA,
11 <-Z
z 9,,-, 011v
z CIr50z E
z Z 0
z
Z
z
INTERIOR
EXTERIOR 0
u, cl 76
l') 062
j
2", VERTICAL CROSS SECTION Shown
vdJl X -sub-buck 64
4' EXTERIOR
INTERIOR 1
j j,; // i Idol I
z
E
F
02124112
5",
VERTICAL CROSS SECTION DWG -
Y jK Ctutswng
confl ufation see
general notes, sheet I for "
HVHT'wa,er infiftrofion F!- - 7 5036 7 requirements
S,,
FE- 5 o, 9 F.
v
4
MERIOR EXTERIOR
VERTICAL CROSS SECTION
6 Outswing shown -inswing
also cpprcved
INTERIOR
SEE NOTE I (k
EXTERIOR
3 -\,, VERTICAL CROSS SECTION
swing cormgurotion
EXTERIOR
SEE NOT
Hue=
VERTICAL CROSS SECTION
5i J
z
c z
C; z 6;. 0 1 z
0Z
6 6-- T
6
E 0
SEE NC7F
NTERIOR EXTERIOR
4 VERTICAL CROSS SEC77ON Q,
P
C3dry
Anchors css'v thru'read and
slil c.T! /" lr etch c.ornef end,
INTERIOR EXTERIOR
4'\ VERTICAL CROSS SECTION
swing configuration
1 10212411, 2
BY JK
BY -Fs
5036 7
E- 6 - F
4"
8' —
I
MASONRY I I TYR, HEADIt
OPENING H " jsusBS
2X BUCK
MULLION
SHOWN FOR
REFERENCE
ONLY
BUCK ANCHORING
0
CONCRETE ANCHOR NOTES
1. Concrete anchor locations at the corners may be adjusted to maintain 'he min
edge distance to mortar joints.
2, concrete anchor locations noted as"MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortorjoints, oddiffor-rof concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded
3. Concrete anchor table
ANCHOR IN, MIN. CLEARANCE MIN. CLEARANCE
IANCHORTYPE SIZE I EMBEDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW
1/4- 1-1/4- 2- 4'
TAPCON
ELCO
1/4" 1-11/4' 4-
IT%hl 3/16" 1- 1/4" 3" 1-1/2" tLAFCON
WOOD SCREW INSTALLATION NOTES:
1. maintain a minimum 518" edge distance, I" end distance, & I " o.c. spacing of
wood screws to prevent the splitting of wood.
4'
Ki
SEE DETAIL I
L
MASONRY TYP, HEAD
OPENING & JAMBS
M TYE.
FRAME
2X BUCK -
F Typ.
SILL
SEE DETAIL 2
STRIKE JAMS .—,--FRAME ANCHORING _ HINGE JAMB
masonry 2X puck canstrjctn QLL
MOUTSWING
INSWING (:
63) DETAIL
I DETAIL I Attach-
s-urf -ace colt Attach surface bolt strike
plate to frome strike plate to frame as
shown f0utswing) as shon Vns,,,ing) J,,
tOIJTSWING NSWING64, A--:
MM LATCH &
DEADSOLT DETAIL DETAIL
2 . ... ....... DETAIL Attach
surface boat bolt Attach surface bolt strike
plate of the threshold strike plate at the threshold Outs\,
Ang) {Inswing) Ei <::
K z
0 s
cn Z
Ciro 0
nz 0
ZO t
6 16
Z6
Z,
E
02,121112 I
ey jK By
LFS 11G
NO, FL-
15036, 7 ri
7 of 9
MASONRY
OPENING
FRAME
I X BUCK
z
3"
6"
7 SSEE DETAIL I
m, HEAD &
JAMBS
Tvp
rF
ON
Typ.
SILL
I
I
q I -NSEEDETAIL 2 c, STRIKE JAMB FRAME
ANCHORING NOTES..
ESloosantry I X buck construcficn I
Concrete anchor locations at the comers may be adjusted to maintain the min, edge
distance to mortar Joints. 2.
Concrete anchor locations noted as "MAX, ON CENTER" must be adjusted to maintain
the min. edge distance to mortar joints, additional concrete anchors may
be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3
Concrete anchor table: F
MIN. CLEARANCE MIN. CLEARANCE ANCHOR
ANCHO;MIM TYPE
SIZE EMBEDMENT TO
MASONRY TO ADJACENT EDGE
ANCHOR 2 - - - -
ITVV
T -
t
1/4- 1-114" 2" 4' rAFCON
FTW
TAPCON
3/16- 1.1/4- 1-1/2' WOOD
SCREW INSTALLATION NOTES: 4
l. Maintain a minimum 518" edge distance, 7"enddistance, ik i"o.c. spacing of wood screws
to prevent the poirfing or vocod. LATCH & DEAD80iT
DETAIL 67 I
HINGE
JAMB
DETAIL Attach
surfcaebdf
stnoe plate
to frame as shown (
Oufwifrrg} 65 66
DETAIL 2
Attach surface
bolt strike plate
at the threshold Outswing) Madjaw
yq&
k,
0 - 0cn
6 slell$' > 0
0
fit W
zZ' z o
z
A
I-D
un,
c v, zi
DETAIL
I
iffoc, -
sufface bolt
frike plate to
frame as shown (IncYngl
Attach surface bolt
strike plate of
the threshold inswing) a-E
0212
417 2 sc,E o,
73. DRAWING 10 L -
150-16
7
4(
BILL OF MATERIALS
Viffm— DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL
A I X BUCK SG >= 0.55 WOOD 23 PLASTIC LIP LITE FRAME Sm'C
X.',*
B 2X BUCK SO >= 0.55 WOOD 24 11C INTERCEPT SPAC-ER
SMAX. 't6MAWOODSILICONECAULKSt! ICONE
D 1/4" X 2-3/4" PFH FLOG CONCRETE SCREW _26 PLASTIC LIP LITE FRAMEjPVC) PVC
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO AC! ....... .. STEEL
E CONCRETE -1'--ATCH STRIKE PLAllL------------------
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28 DEADBOLT PLATE STEEL
I'll I III %, zo 6 z
F STEEL— 48-10 X 1- 1 /2- PLASCREW STEEL
H 031BUMPFACETHRESHOLDLOWPROFILEALUM. / WOOD x z114" x 3-1/4" PFH ITW CONCRETE SCREW STEEL
I 1 /4" X 2-1/4"PFH FTW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
i --1T4"3-3/,V PFH —ITW CONCRETE SCREWSTEEL_ 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM, COMP m 5CL 9
10 X 7" PFH WOOD SCREW STEEL 39 HIGH WATER DAM THRESHOLD ALUM. Z6 48
XTfFT-PF-- z E 0 15EMBEDIMTSTEEL40CLASSICCRAFTDOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 8
XT 41 DOOR SKIN; ,125"MIN. THK, FIBERGLASS BY THERMA-TRU FIBERGLASS A N
1/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI J— —
SHORT —REACH —COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL comp. 8 - -
LONG R`-EAC—HC-O`MPR —ESSION WE—AT—HE-R-STRfP FOAM 43 LATCH STILE WOOD 9-
4"X 4" HINGE —STEEL 4-4 HINGE STILE WOOD c,
10
416X 3/4PFH WOOD SCREW (HINGE TO FRAME) STEEL 45 BOTTOM RAIL COMP. IF -
Y1F--X3T6-QUARTER -ROUND FNNGER—JOINTED PINE WOOD 46 POLYURETHANE FOAM (l.Plbs.DENSITY POLYURETHANE n! t' T-
Li —,049'DIA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL - SEE SIDELITE PANEL DETAILS SHEET FOR DETAILS 14El I
NSWING SIDELITE SPACER SIDELITE TOP & BOTTOM RAIL COMP. 5-
OlUTSWINGSIDELITESPACERP 2 SIDEUTE STILE WOOD I
KWIKSETPASSAGELOCK - SIGNATURE SERIES STEEL 60 1/2" SURFACE BOAT SPACER STEEL of 1-
3/4" PFH —SCREW — --- ----- 6-1 IVES —SURFACE —90—LT —L X —,25—"T-HK. STEEL STEEL 19
HEADERJAMS(-PNEj SG —- 0,42 /4-EMAL 62 1/4-20 SEX BOLT W/ 120 FE EN-3/4" L D X1STEEL20SIDE JAtAB (
PINE) WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 1 STER —64
410 X 2-1/7'PFH SCREW STEEL E,0 21KSETDEADBOLT - SIGNATURE SERIES 22 1 /8
THK, CELLULAR GLAZING TAPE 65 3/16" X 2-1 hVPFH ITW CONCRETE SCREW STEEL 66 3/16"
X 2-3/4" PFH ITW CONCRETE SCREW STEEL 4,56" 67
13116"X 3-3/,V'PFH ITN CONCRETESCREW STEEL o 2.36'
cHEAD SIDE l
9"' Jamb --
2.59"
4.
5e' 1.
66' 2.
36" 0.
53' HIGH
WATER DAM
THRESHOLD PLASTIC_LIP LITE
FRAME 217 OUTSIViNG SIDELITE
space
I—— 1 -
7
WSWING
SIDEL TE
spocc 2.20'
4.
63' 3MP
1ACIFTARESHOLD LOW
PROFILE 2J5- - 5 1.
66' .
75" 4L 0212411 2
FS PLASTIC LIP
WE
FRAME 303 —SELF ADJUSTING SAD ILK Ff 5036.7 Suel g or
9-,
R
W R W Building Consultants, Inc,
Consulting and Lngiueering Services for th; Building IndustivB
C PO Boa 2',0 Valuco, Ft, 33595 Plionc 313 659 91 1)7
Horuja noar(j '_-nginQns Cerithcate or Authorization No 9813
Product
Category Sub Category Manufacturer Product Name
Swinging
Therma Tru Corporation "Classic -Craft"
Exterior
Exterior Door 118 Industrial Dr. Fiberglass Door wl Sidelites
Doors
Assemblies Edgerton, ON 43517 Inswing / Outswing
Phone 419.298.1740 "Non -impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID
1998) for Therma Tru Corporation based on Rule Chapter No, 61 G20-3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F_ Schmidt, P.E. do not have nor will acquire financial interest in the companyDeny
manufacturing or distributing the product or in any other entity involved in the approval Process of the product named herein.
Limitations:
1 - This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ),
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the "HVI 0' this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4, When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609. 1.2 & R301,2, 12,
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction,
6. Site conditions that deviate from the details of drawing FL-15036-8 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill fern 439 under active doors and all sills used under sidelites meet water infiltration
requirements for "HVHZ`.
8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees,
9. See drawing FL-1 5036.8 for size and design pressure limitations
Supporting Documents:
I Test Retacr€t No. Test Standard
TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03
ASTM D2843-99
TEL 01460339-A,B,C ASTM D1929-96, ASTM D635-03
ASTM D2843-99
SI-TS00001 ASTM G26-95
15427-107362 ASTM E84-00a
ATI 67508,01-106-18 ASTM D1929-96
ETC-01-741-1Q705.0 TAS 202-94
ETC-01 -741-10593,0 TAS 202-94
TEL-06-1 031-3 TAS 202-94
TEL 06-1031-4 TAS 202-94
2. 9DrrPAir1qAQ__ _Prej pargby No.
FL 15036,8 RW Building Consultants, Inc. (CA #9813) 3.
Calculations Fj!ep red b Anchoring
RW Building Consultants, Inc, (CA #9813) ASTM
E 1300 Glass Load Lyndon F. Schmidt, P.E. 4,
Quality Assurance Certificate
of Participation issued by National Accreditation and Management itstin
I aborato ed b Testing
Evaluation Lab,,Inc- Lyndon F. Schmidt, P Er Testing
Evaluation Lab,,Inc. Lyndon F. Schmidt, P.E. Sub
Tropical Testing Omega
Point Laboratories Architectural
Testing, Inc. ETC
Laboratories ETC
Laboratories Testing
Evaluation Lab ,Inc. Testing
Evaluation Lab Inc Lon
Hicks, VP Operations William
E. Fitch, P.E. Joseph
A. Reed, P.E. Wendell
W. Haney, P F. Joseph
L. Dolden, P.E. Wendell
W, Haney, P E. Wendell
W. Haney, P E Signed &
Sealed_by Lyndon
F. Schmidt, P,E. tXndon
F, Schmidt, P E, Institute,
certifying that Therma Tru Corporation is manufacturing product, within
a quality assurance program that complies with ISO/IEC 17020 and Lyndon
I Schmidt, P.E. FL
PE No 43409 Guide
51 10/16,12017 Sheet
1 of 1
Classic -Craft -
INSWING / OUTSWING
NOWIMPA,cr
GENERAL NOTES
7 This product has been evaluated and is in compl;"a nce with the 6th Edition (2-017) Flordo Building Code
FBC) structural requirements including the "High Velocity Hurricone Zone" (HVHZI.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to bole material
shall be beyond wall dressing or stucco,
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that
complies with Section 1626 of the FBC.
4. When used ini areas outside of the *'HVHZ" requiring wind borne debris protection this product is required to
be protected with on impact resistant covering that complies with FBC Sections 1609A.2 & R301 212
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of Phis drawing require further engineering analysis by a
licensed engineer a,, registered architect.
7. Clutswing configurations using coastal sill item 439 under active doors and all sills used under sidelites meet
water infiltration requirements for "HVHZ".
8. Inswing configurations and outsvAng configurations using sill items #31 & #33 under the active door do not
meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in
non-habitobe areas or at habitable locations protected by an overhang or canopy such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees,
68.S'MA)(. OVERALL WIDTH
ri
I
DESIGN PRESSURE (PSF)
OVERALL
SWING FRAME WITHOUTSURFACE WITH SURFACE
DIMENSION BOLTS BOLTS
POSITIVE NEGATIVE POSITIVE NEGATIVE
INSWfNG 68.5' x 98.0" 47.0 47,0 60.0 -MO
OUTSWING 68.5" x 96.5" 47.0 47.0 60.0 -60.0
i
n z
0 6 zo
E 0 z
oI o
z
cw
0 z
ri
T S
JK
x. LFS
0 110
FL- 15C36,8
ET 1 05
EXTERIOR (
46
INTERIOR
HORIZONTAL CROSS SECTION
236ffMAX,
DOOR —i
PANEL "WIDTH
4 11"
LD
L-Al
0
2
0 r_', TOP RAfL
2 r LATCH SME
rr
L.
1.49"
k DOOR PANEL
CroftICN
NOTE: WOOD DOOR COMPOhEPITS. OAK fSG 0.671
r4-4", - hf IN 9i E STLLE BOTTOM - RAIL
offlim Essum
VERTICAL CROSS SECTION
C Z
E 212 1?2
N T,S
FL t 5036 8
ET 2 o, 9
13.7
PANE
7.
D1
EXTERIOR
ncnlOn
FORIZONTAL CROSS SECTION
17'aI A'S
PT;N,
SS THK.
EXTERIOR
TEMPERED
GLASS
A iR SPACE
1/8'
7EMPERED
GLASS INTERIOR
DETAIL LAZINCGIG DETAILuIqlAlING
5 in"afed Vass irrrsutaFed
src Cite frame p,,c Ate frorne
1,09,
SIDELITE PANEL
NOTE: WOOD S)DE! ITP COs-0NENTS, PINE fSG,= O.12) IS
MOTE, 1.53'
1, Spacing for item # 18 & e29 (II7P, frame screws; Is
CIS follows From the bottorn •up on Clde 6,51', win -I
21
SIDEM TOP STM, SIDELITE S77LE
screws (71 more spacea at 9.88'o.c. there ore Rad
both Ion and bottom 2.13" in Item each corner.
MIN,
SS THK
I -
TEMPERED
GLASS EXTERIOR
AIR SPACE
1/8"
EMPERES)
GLASS
z t;,z,: 0
tao
In 0
V) , Z 0 0
It 0 n z
0 1
0 zo
z
z IS I, W
Se
I E
INTERIOR
VERTICAL CROSS SECTION
1
C)
o
Z,
E r2124112
CE T S,
BY JK
LFS
Na.:
FL- 15036,8
3 ,, 9
SFE NO-E
I NTERIOR INTERIOREl13
21 )
4
3
EXTERIOR EXTERIOR
Il II._...' 5
i— - CSINK
C
I HORIZONTAL CROSS SECTION
inswing
0. 1 1' MY
l—
CSINK CSINK
i (Typ) Yp.)
INTERIOR
e SEE NOTE I
SEA N'07 I
Hl NC)T
EXT ERIOR 1 2
2
E
HORIZONTAL CROSS SECTION r3HORIZONTAL CROSS SECTION r24
bwng configuration u t ,,Wg coin livbt n L
1-
114" Min, IM&
F Iyp.l 6-'\,
HORIZONTAL CROSS SECTION Shown
w/IX sub -buck NOT-
z: Tle
sioePe san,ect sef,mn the jamr, lh
I) 2i item µm (48 x Z Fri:i Cod screw \
erc-,crei4)o`c.,c,,cnveri.cai orrO
fron- fhe fop cio—n a135,31", 48 F &
66' A J
8 6z
0
z 5;
6 z zE
z
5 E
0
1 xn of
0
MizS_-
NOTE 1 (
n 80 50
XTERIOR
L
C21241
2 4TERIOR
T q
LFS 3 HORIZONTAL
CROSS SECTION
5 HORIZONTAL CROSS SECTION I _ Fj-- 4Inswing
configuration
14 lnsWng configurction Si,EET / OF
63 ow
EXTERIOR INTERIOR
C6iD
61
0VERTICAL CROSS SECTION OutFMng
shwon also
approved 60
EXTERIOR
INTERIOR D62
EXTERIOR
INTERIOR 4,
VERTICAL CROSS SECTION 7
z
r4O z C31la
far 1ivHZWc;1ef knffltrcfion requnements
7
xi
OF z
j
VERTICAL CROSS SECTION i- 5
rOutswing confl?uration see
general noles, sheet I for "
HVHT'water infiltratior, requ
ernenfs 0.
z
z;\
I,,
t%0 n z 0
Cr\\ z F
t\-7777 M\— t0 E, o It 8.
INTERIOR
EXTERIOR C, 0J2
VERTICAL CROSS SECTION 5
Shown w/ i X sub -buck EXTERIOR
INTERIOR E
VERTICAL
CROSS SECTION Outswng
conriguratlon see
generol notes, sheet or "
HVHZ"water infiltration requ
ements WE
D2124172 N
7 S K
CHK,
By I
15036,
8 LSIEF
5 OF 9
lz
SEE NOTE
INTERIOR EXTERIOR
T" / VERTICAL CROSS-SECTION
Outs,14no shown -,nomng
0E approved
INTERIOR EXTERIOR
M 1?1111171SEENOTEI
z
E
VERTICAL CROSS SECTION
6 configurofion
EXTERIOR
SEE NO
Z
fluam
r5-'\, VERTICAL CROSS SECTION
Outs,,ing ccnfqu,Gffcn
T-
71
A,
0z 1 0Z
Z
C z 0 m 0z
11 5 z
m
6
m
z
rlrellvl4l,(
SEE NO!,
INTERIOR EXTERIOR
VERTICAL CROSS SECTION
o6 -75hc,,vnw/1Xsub-buck
N' -) T E,
I ArChOrS OSS y fhru hear{ and
Sd0 at 4 ir, eccn comer end.
ii al
INTERIOR EXTERIOR
4-"\. VERTICAL CROSS SECTION
j w—c - — -- -- _) TnFing -onTigumtTon 02124112
N
T, S By
jK sy
Lr wR:
c 50,;
6 8
4"
8'
MASONRY 14- TYR. HEAD
OPENING & JAMBSIISEENOTE I
MULLION
2X BUCK SHOWN FOR
REFERENCE
ONLY
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to morfarjoints, additional concrete anchors
may be required to ensure the "MAX, ON CENTER" dimension are not exceeded
3. Concrete anchor table:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW
1/4" 1-1/4"
TAPCON
ELCO
1/4" 1-1/4- 1 4"
ITW 3/16- 1-114" 31, 1-1/2-
TAPCON I I
WOOD SCREW WSTA LLATION NOTES:
1. Maintain a mirrimurn 518" edge distance, I end distance, & I o.c. spacing of
wood screws to prevent the splitting of wood.
3- -
4
31, -
Illtt-lSEEDETAILII I I I I I
I 7-
TiYP,HEAD &
MASONRY JAMBS
OPENING
FRAME TYE.
2X 1111
TYR.
SILL
SEE DETAIL 2
FRAME ANCHORING—
Masonry 2X buck construction
OUTSWING 30
INSWING
Attach surface bolt
strike plate to frame
as shown (0utswing)
OUTSWING
INSWING
603
DETAIL 2
Attach surface bolt
strike plate of the threshold
OUtPA(ing)
HINGE JAMS
6
6
DETAILI
Attach surface bolt
strike plate to frame
as shown (Inswing)
z
DETAIL 2
Attach s W6ac belf
strike plate at the threshold
flnwAng)
V6
z-
Co
stN Z 00
0 z
U
gz,
M
6
E 'z
CL
c
n
zap
C,
CO Cz
WE 02124112
114 T, S
K
FL 15G36 8
sHE- 7 c, 9
TT71 ----
SEE DETAIL I
0i
TYP, HEAD &
V
OPENING
JAMBS
J
CM)<
FRAME
TYP.
z
TYPIPNIF
SILL
SEE DETAIL 2
STRIKE JAMB FRAME ANCHORING
CONCRETE ANCHOR NOTES blosonry I X ouck constnrction,
1 Concrete anchor locations at the cdrriso may be adjusted ht maintain I, e mid-
2 a d cedge; isf nce to master TO;
noted2. Concrete anchor locations as 'MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to modcrioints, additional concrete anchors
may be required to ensure the "MAX, ON CENTER" dimension are not exceeded.
3, Concrete anchor table:
C
ANCHOR ANCHOR MW MIN. CLEARANCE MIN. CLEARANCE
z TO MASONRY TO ADJACENT
TYPE SIZE EMBEDMENT
EDGE ANCHOR
IT_
T APCOPC. .
1/4- 1-1/4- 2" O
17 1 ITW
3/16' 1-114" 3" 1-1/2-
WOOD SCREW INSTALL TIONNOTES:
t. Maintain a n-minimum518"
A—
edge distance, ;'end distance, & I o,c. spacing of
wood screws to prevent the spli?tin et ood,
i
Attach surface bolt
stake plate fo frame
os shown (Outsong)
Attach surface bolt
strike plate of the thleshoicl
OuisvAng't
XN— * oz:
vo"
CUTSWING
di 12 8' R z- INSWING 6 0
Z
0
OUTSWING z n z
Y 0 Z
NSWING z 0
to
M a- abT
LJ
k: Ox
6J
604
DETAIL I
Attach surface
strike cafe fo frame
as shown (inswingi
6 37"
DETAC2____
Attach surface bolt
strike plate of the Threshold
11rib,ong)
lo
Z,
E ',21241 2
N Ts
jK
so LL
Fi - r 5036 8
E, _8 o 9-
RILL Of MATERIALS `°` L •'°'
ICEM DESCRIPTION MATERIAL ITEM DESCRIPTION .
A 1 X BUCK SG >= 0,55 WOOD 23 PLASTIC LIP LITE FRAME SMC SMC _ ',$
B 2X BUCK SG >= 0.55 - --- --_- WOOD __ 24 1!4" INTERCEPT SPACER STEEL C7:
C MAX.-1/4-SHIM SPACE WOOD 25 SILICONE _ ICONE CAULK - — --SILICONE ' d.'3 z
D 1 /4" X 2 3/4 PFH ELCO CONCRETE SCREW STEEL 26 PLASTIC tiP L iE FRAME PVC( PVC
E MASONRY 3 PSI MIN CONCRETE CONFORMING TO ACI CONCRETE 27 LATCF STRIKE PLATE STEEL
301 OR HOLLOW BLOCK CONFORMING TO ASiM C90 _ 28 DEADBOLT PLATE STEEL
li
F t wlik1/4'X 1-3(4"VTW CONCRETE SCREW --- STEEL 29 #8-IOX i-l/Z'PLASCREW STEEL
1/4" X 2-1/4 PFH ITW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD
J 1 j4' X 3-3/4' PFH ITW CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC
K # 10 X 2" PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM,COMP.
L #8 X 2 i!7' PFH WOOD SCREW (1.15- MIN. EMBEDMENT) STEEL 39 NIGH WATER DAM THRESHOLD _ _ _ ALUM. u.
M 48 X 2" PFH WOOD SCREW STEEL 4p CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - - _._ _ $
N 1 /4" X 2-3/4 PFH ITW CONCRETE SCREW STEEL DOOR SKIN; .125" MIN. TNK, FIBERGLASS BY THERMA-TRU 0
41 FIBERGLASS
7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM WITH YIELD STRENGTH Fy (MIN.) = 6,fYJ0 PS!
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 FOP RAIL CdM,P.
9 4" X 4" HINGE .D9T' THK STEEL 43 LATCH STILE WOOD
10 # }0 X 3/4" PFN WOOD SCREW - - -- STEEL 44 HINGE STILE WOOD
11 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE _ WOOD 45 BOTTOM RAIL COMP.
12 # 14 X 1-3/4" PFH WOOD SCREW STEEL 46 POLYURETHANE FOAt,t (i 4 Ibs. DENS[TYj --- -- --POLYURETHa.NE
i 4 i" L. X .040` DiA. BRAD TRIM NAIL STEEL 50 SIDELITE PANEL -SEE SIDEUTE PANEL DETAILS SHEET FOR DETA(
5 INSWING SlDELITE SPACER _ PVC_ S i SIDEL FE TOP & BOTTOM RAIL CE MP.
16 OUTSWING SIDEL€TE SPACERPVC 52 S€DELITE STILE WOOD 17
KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 60 1 /2" SURFACE BOLT SPACER STEEL 18 #
6-18 i- X3l4" PFH SCREW STEEL 6;__IVES SURFACE BOLT 9454 8.9' L. X .25" THK. STEEL. - STEEL 19
HEADER JAMB (PINE} SG >- 0.42 WOOD-- 62 .-1 /4-2D SEX BOLT W/ 1 /4-20 FEMALE END X 1-3/4" L. STEEL 20
SIDE JAMB P[NEj SG =- 0.42 _ _ _ _ WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 2-
1 KWiKSET DEADBdLT - SIGNATURE SERIES (780) STEEL 64 #_i 0 X 2-1 /2" PFH SCREW_ _ STEEL 22
1 /8 TNK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 66
3f 16" X 2-3(4"PFH IFW CONCRETE SCREW STEEL 4.
56" la
67
3/i b" X 3-314" PFH ITW CONCRETE SCRcdd STEEL r
i
vx ,
44
10 HEAD & SIDE jamb.... _ 2.
3A - i
I cq
I
d
39
HtG_H_WATER DAA4 THR_E3HQLD PLASTIC LIP LITEFRAME SM.
CSM.0e -
2.1 t
i6
OUYSW€NGSLDEtTTE Spacer
2,
14" - r--
I!
a
15
INSWING 11DELUME Spacer2.
15" 1.
66' 53,
26
PLASTIC LIP LITE FRAME 2
29' 3
P P FACE THRESHOLD LOW PROFILE t
33
SELF ADJUSPfNG SADDLE THREHOLD t
02/24/12 dr`
LK
FL-
1503b.8 9
of 9
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services lot the Building Industry
P.O.Box 210 Vahico, FL 33595 llhoiw 81, 6>9 9197
Florida Board of Professional Enpicers CMficoc of Authonzaticn No 9813
Froduct
Category Sub Category Manufacturer Product dame
Swinging
Therma Tru Corporation "Classic -Craft"
Exterior
Exterior Door 118 Industrial Dr. Fiberglass Double Door
Doors
Assemblies Edgerton, OH 43517 Inswing / Outswing
Phone 419.298.1740 "Non -impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E_ (System ID #
1998) for Thermo Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product
Approval, Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco,
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1,2 & R301,212
5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction,
6. Site conditions that deviate from the details of drawing FL-15036,9 require further engineering analysis by a licensed engineer or
registered architect
7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ".
8. Inswing configurations and 01.1tewing configurations rising sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-15036.9 for size and design pressure limitations.
Supporting Documents:
1. Test Repqrt No.
TEL 01460336-A,B,C
STTS00001
15427-107362
ATI 67508,01-106-18
ETC-01-741-10705.0
ETC-01-741-10593,0
TEL-06-1031-3
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM G26-95
ASTM E84-00a
ASTM D1929-96
TAS 202-94
TAS 202-94
TAS 202-94
Pre P2red _!iY RW
Building Consultants, Inc, (CA #9813) Prepared
by RW
Building Consultants, Inc, (CA #9813) Quality
Assurance Certificate
of Participation issued by National Accreditation and Management
Institute, certifying that Therma Tru Corporation is manufacturing
products within a quality assurance program that complies with
ISO/IEC 17020 and Guide 53. Sheet
1 of 1 Testing
Laborato §iaLled bg Testing
Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub
Tropical Testing Omega
Point Laboratories Architectural
Testing, Inc. ETC
Laboratories ETC
Laboratories Testing
Evaluation Lab.,Inc. Lon
Hicks, VP Operations William
E. Fitch, P.E. Joseph
A. Reed, P.E. Wendell
W. Haney, P.E. Joseph
L. Holden, P.E. Wendell
W. Haney, P.E. Si
nevi & Sealodb Lyndon
F, Schmidt, P.E.
Al
Classic -Craft,
FIB ERG LA_SYD_U11ffCE_U,_#*FK
INSWING / OUTSWING
NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code
FBC} structural requirements including the "High Velocity Hurricane Zone" (IIVHZ),
2. Product anchors shall be as listed and spaced as shown on hotels. Anchor embedment to base motericil
shall be beyond wall dressing or stucco.
3. When used in the 'HVHT' this product is required to be protected with an impact resistant covering that
complies with Section 1626 of the FBCr
4. When used in areas outside of the 'HVHT'requiring wool borne debris protection this product is required to
be protected with an impact resistant covering that complies with FBC Sections 1609. 1.2 & R301.2J.2,
5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect,
7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements
for"HVHZ".
Inswing configurations and outswing configurations using sill items #31 & #33 under the active door do not
meet the water infiltration requirements for the "HVHT', Inswing units shall be installed (in the 'HVHS') only in
non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle
between the edge of canopy or overhang to 01 is less than 45 degrees.
Al
74.5'MAY., OVERALL FRAME WID71i 0%3
DESIGN PRESSURE (PSF)
OVERALL
SWING FRAME
DIMENSION
WITHOUT SURFACE
BOLTS
WITH SURFACE
BOLTS
POSITIVE NEGATIVE POSITIVE NEGATIVE
INSWING 74.5" x 98.0" 47.0 47.0 60.0 -60,0
OUTSWING 74.5" x 96,5" 47.0 47.0 60.0 _60.0
21241t2
FL- 75036,9
ET 01 9-
EXTERIOR
ff
7771
INTERIOR
HORIZONTAL CROSS SECTION
3&G'MAX.
DOOR-
PANEL WIDTH
2
F-
4. I
a.
77,
0 9
0
77- —
e TOM PL 3AiCH STMEcv 30"
1,
48'- DOOR
PANEL 4--',
E: WOl-D DOOP COMPONENTS: OAK fSC- 0 67; HINGE
STILE 4E`s-90—TTOMRAIL EXTERIOR
t;
4 li o zv co
z 0
z z
z 6 6
Z,
c co 0
1 6z 2
mum=
VERTICAL
CROSS SECTION C2/
24/12 to
tl,7 S. 1,
503c 9 2
1-1/4-M[N.
EMB. (TYP.)
I HORIZONTAL CROSS SECTION
ppV owed 1-
1 /4" MIN, EMB.
71P.j Mom
2
7 2
0
71 --4 I l ti
I
ff
I
EXTERIOR
INTERIOR
4
HORIZONTAL CROSS SECTION Shown
w/I X sub -buck HORIZONTAL
CROSS SECTION 1
Outs,,Ang shown -'inswing oiso
approved 1,
HORIZONTAL CROSS SECTION shown -
knowing a2l
so"5p p roved z
z
C; 0, 0
0
n z mc.
a izi
WE
021241-12 SCnLE
NT S, D-C.
B, JK C- a,
L FC FL, - 15036.
9 C 9
z
T
C6 3) (,1
Y
EXTERIOR
6 2'
I '\VERTICAL CROSS SECTION
401svots WWon-;,awing
0 ;)Proved
EXTERIOR INTERIOR
o
VERTICALCROSS SECTION
Outsviing confifiration
see general no es, sheet I
for "HVHr wafer infiltration
requirements
A
EXTERIOR INTERIOR
4 VERTICAL CROSS SECTION
see general notes, sneet I
for 'HVHZ"WoffeinRfTati n
requirements :
q
A,
z x
z
C
zz .46,
11tt
z 6;
t0 1 z
5
6z
INTERIOR EXTERIOR
77—
X, C62jM
2". VERTICAL CROSS SECTION
EXTERIOR INTERIOR
5 ",VEMCAL CROSS SECTION
oufsMng configunction
see general notes, sh,eel 1
fly "HWIT' woneu nfiftration
requirements
021.24112
F
BY JK
fi
F 5,036 9
Q
MASONRY
OPENING
2X BU(
CONCRETE ANCHOR NOTES:
I. Concretee otions at the corners may be adjusted to maintain the min,
edge distance to mortarjoints.
2. Concrete anchor (sections noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortarjoints, odditionat concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor labie:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
TAN
TARCON
I/C 1-1/4- 2" C
ELCO s 1/4" 4"
ULTRACON
W—D SCREW N5A,-TK)NNOTq. 1.
Mt —at, c, trwro, - 518'edge cost—O., 1'erd drlkrmC®, 5PO619 Of wrX,
d SC,—o to root/ t the ssifirnV Of —", Is
z
AAA
v -Z
at,t z C
z
0
cw
8A2
2LE -- --
N. T.S B',
J K o'
LFS L
7,5'
6"
SEE DEWIL
V,A,SSONRY TyP, HEAD
OPENING JAMBS
ASTRAGAL
SHOWN FOR
FRAME
REFERENCE
ONLY
U
0
2X BUCK-, C Typ SEE DETAIL
SILL
Mosonly 2X buck constriction
for DP <= 48 PSF
CONCRETE ANCHOR NOTES:
I, Concrete anchor locations at the comers may be adjusted to maintain the mir,
edge distance to mortarjoints,
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to manor joints, addifroncif concrete anchors
may be required to ensure the 'MAX ON CENTER" dimension ore not exceeded
1 Concrete anchor rabic:
I MtN. CLEARANCE
ANCHOR JANCHOR MIN.
SIZE EMBEDMENT
TO MASONRY
TYPE EDGE
MIN. CLEARANCE
TO ADJACENT
ANCHOR
ITw
114" 1, 1 /4" 21 4"
TAPCON
3/16- 1.1/4" 3" 1-1/2"
TAPCON"
bV_OOD SCEEWLNSLALATION NOIES:
7, Mcs-torin a minimum 5/8'edge cffsfonce, t-end distance, & 1"o,c, spacing of
wood screws to prevent fhe spOting of wood.
ommm
7.5
MASONRY TYP, HEAD
OPENING 11 & iAInS
FRAME
ASTRAGAL
SHOWN FOR
REFEREE
ONLY
2X
BUJj
CK-
SEE DETAIL Typ
SILI ,
FRAME ANCHORING
Mc—so-M---2x truck co—ndruc on
for DP > a8 FISF and
DP — 6OPSF
ti
L
J 063;
63 604
DETAIL t DETAIL I --
Attach astrogol/surfoce bolt Attach ostragol/surface bolt
stdke pates , frame strike plates to forrhe
as shovm (outswing) as sho,,n (Irrsing)
DET-AIL2
Attach susicce bolt Attach surface bolt
strike Dicta at the threb-6d strike plate at the threshod
outswing) onswng)
zA
z
z 6ks0 ziti
Z,
Z
c.
E c. Z6
Eig
4
iD
ci
0
IE
BOLT DETAIL
IL I
oz
777 —'/'
1 c,135 9
U, 6 rv--2--
75'
6'
SEE DETAIL
J
MASONRY TNP, HEAD
OPENING JAMBS
ASTRAGAL
SHOWN FOR
FRAME
REFERENCE
ONLY
0
I X BUCK
SEE DETAIL
TYP.
SILL
FRAME -ANCIlIORWq—
Masonry I X auCK construction
for DP <= 48 PSF
ASTRAGAL STRIKE JAMS
CONCRETE_ANCHOR NOTES;
i. Concrete anchor locations of the comers may be adjusted to maintain the min
edge distance to matter joints.
2. Concrete anchor locations noted as "MAX, ON CENTER" must be adjusted to
maintain the min. edge distance to morfarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded
3. Concrete anchor tome:
ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE
TYPE SIZE EMBEDMENT
TO MASONRY TO ADJACENT
EDGE ANCHOR
ITW
1/4 2" 4"
TAPCON'
Tit
3/16" 1-1(4- 31 1-1/2- TAPCONO
WOOD SCREW INSTALLATION NCiTES,
I. Main fain a minimum 518" edge distonce, end dis lane e, & t" a. c. spacing of
wood screws to prevent the splitting of woad,
75---i;
3" -
DJ
MASONRY TYP. HEAD
OPENING & JAMBS
FRAME
ASTRAGAL
I
SHOWN FOR
REFERENCE X
ONLY
11
I X BUCK
SEE DETAIL TYP.
C, SILL
fu
FRAME ANCHORING
mcronrt, IX buck construction
or DP > 48 ESE and
G DP <= 60FSF
2 2
603
05
DETAIL 1
Attach astragal/surface bolt Attach ostragai/surface bolt
sfdke plates to frame stlike plate to frame
as shown Cutswingj as shown (inswing}
641
176
2
3
gETA LLMAX
Affcch surface bon, Attach surloce boff
strike plate of the tnreshod sinke plate at the It-veshold
Outs"ing) inswing)
IN"
Ix11l1-1
cx
J
1v I o 7 Or
0 z
12
0 CL
z
Cu
pc
it
t.
HINGE JAMB
LATCH &-DEADSOLT DETAIL
D-1E 0212411, Z
7 - S
81 JK
RL-3 6,9
s-EET 7 or 9
X:z
Z6
ttl 0n z
236"
Cl! 200 HEAD It SIDE 2
O E z
2.2T —
BUMP FACE THRESHOLD LOW PROFILE
5,75'
331 _SELF ADJUSTING SADDLE THREHOLD
OAIE 02124112
i scare N TS,
HIGH WATER DAM THRESHOLD K
LFS
Fl— 15036,9
S"m, 9 0, 9
R
W R W Building Consultants., hic.
Consulting and Engineering Services for the Building IndustryB
C P.U. Box 230 Vahico, Fl, 33595 Phone 8G 659 9197
Mjlda Board OF1110tessional Ujmnecn; Certificate ofAudionzation No 9813
7,cid.cit
Category Sub Category Manufacturer Product Name
Swinging
Therma Tru Corporation "Classic -Craft„
Exterior
Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites
Doors
Assemblies Edgerton, 01143517 Inswing I Outswing
Phone 419.298,1740 "Non -impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F, Schmidt, P,E, (System ID # 1998)
for Thermo Tru Corporation based on Rule Chapter No. 61 G20-3, Method I D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do riot have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1_ This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
including the "High Velocity Hurricane Zone" (HVHZ),
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or
stucco.
3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the
FBC.
4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact
resistant covering that complies with FBC Sections 1609.1 .2 & R301,21.2,
5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction
6, Site conditions that deviate from the details of drawing FL-15036.10 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing con fig u rations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration
requirements for `HVHZ",
8, Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration
requirements for the "HVHZ" Inswing units shall be installed (in the "HVHZ") only in non -habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL-15036.10 for size and design pressure limitations.
Supporting Documents:
1. Tes tI Repoq_No.
TEL 01 460336-A, B,C
TEL 01460339-A,B,C
STTSO0001
15427-107362
ATI 67508-01-106-18
ETC-01-741-10705.0
1-1-105910
TEL-06-1031-3
Test Standard
ASTM D1929-96, ASTM D635-03
ASTM D2843-99
ASTM D1929-96. ASTM D635-03
ASTM D2843-99
ASTM G26-95
ASTM E84-00a
ASTM D1929-96
TAS 202-94
TAS 202-94
TAS 202-94
Tetin Laboratory qjgneq-by
Testing Evaluation Lab.,Inc, Lyndon F, Schmidt, P,E,
Testing Evaluation Lab -Inc, Lyndon F Schmidt, P.E.
Sub Tropical Testing
Omega Point Laboratories
Architectural Testing, Inc.
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,Inc.
Lon Hicks, VP Operations
William E. Fitch, P.E.
Joseph A Reed, P. E.
Wendell W. Haney, P,E
Joseph L Dolden, P,E.
Wendell W Haney, P.E.
D ri w Pia,_ EjUared b_y Siqned &_Sealed by
No. FL 15036A0 RW Building Consultants, Inc, (CA #9813) Lyndon F Schmidt, P.E,
Calculations Fre red by Signed &,Sealed by
Anchoring RW Building Consultants, Inc (CA #9813) v, Lyndon F Schmidt, PL,
ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E.
Certificate of Participation issued by National Accreditation and Management
Institute, certifying that Therma Tru Corporation is manufacturing products Lyndon F, Schmidt. P.E-
within a quality assurance program that complies with ISO/IEC 17020 and FL PE Na. 43409
Guide 53. 10/16/2017
Sheet 1 of 1
Classic -Craft,
FIBERGLASS DOUBLE DOOR W1 SIDELITES
INSWING / OUTSWING
NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in complionce with the 6th Edition (2017) Florida Building Code
FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material
shall be beyond wall dressing or stucco.
1 When used in the "HVHZ" this product is required to be protected with an impact resistant covering that
complies with Section 1626 of the FBC.
4. When used in areas outside of the "HVHZ" recurring wind borne debris protection this product is reauired to
be protected with on impactiesistan' covering that complies with FBC Sections 1609.1.2 & R301,2.12
5. For 2x stud framing construction, anchoring a' these units shelf be the some as that shown for 2x buck
masonry construction.
6, Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelres meet
water lnfiltrofion requirements for "HVHZ"r
8. insvring configurations and outswing configurations using sill items #31 & #33 under the active door do not
meet the water infiltration requirements for the "HVHZ", Inswing units shall be installed (in the "HVHT') only in
non -habitable areas or at habitable locations protected by on overhang or canopy such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees,
105.5'MAX. OVERALL FRAME WITH
z
Ea zc
z
DESIGN PRESSURE PSF)
OVERALL
WITHOUTSURFACE WITH SURFACESWINGFRAME
DIMENSION BOLTS BOLTS
POSITIVE NEGATIVE POSITIVE NEGATIVE
INSWING 10s5" x 98,0" 47.0 -47.0 60.0 -60.0
OUTSWING 10s5' x ?&5" 47.0 -47.0 60.0 -60,0
02124112
S.
err
LFS
FL - 150,36 10
Eu 1 or 1 n)
U
EXTERIORas
INTERIOR
I HORIZONTAL CROSS SECTION
36,r,7- MAX,
DOOR
PANEL WIDTH
41
4a,
2:
j,
00c)
TOP RML (4-3- TCH STILED2
1,49"
1,48"
DOOR PANU
OnLic craft
NOTE: WOOD DOOR COMPONENTS: OAK (SG 0,67)
HfN GE S77LE (-,S\, SOTTOM RAIL
INTERIOR
2 VERTICAL CROSS SECTION
I
0:-v
co"z
0 z
o a ZEaammv
cZ
WE (,21241"2
D36
n, 2 OF 10
13.7
PANE
7.
D1
PANEL
NOTE"WOOD SlDEUTE COMPONENTS: N'4E (SG - CA2)
NOTE:
Spaclng for itern = 18 & IP29 (lile frame sCre,,S) iS
m follows: Fsort the cot ors- up en sIoAe: 6_5", with
71 more spored at 9,88" o.c. the are (21 screws
coin top and bottorn ?JYrn from each corner,
EXTERIOR
kNTERIOR
FORIZONTAL CROSS SECTION
RAN'
SS THK.
EXTERIOR
E%1,PERED
CLASS
AIR SPACE
1/8"
TEMPERED
MASSAS INTERIOR
GLkZING-PETAKG-- S insulated glass -
p,c lite frame
5-,'-1,A1DELITF STILE
MN,
SS T HK
EMPERED
MASS
AR SPACE.
TEMPERED
GLASS
Now=
861. Zz
6z 0
0 z
zo
1.
0 Cc
6
E z
0 -o 1 ti
7.
C;
INTERIOR
i' VERTICAL CROSS SECTION
D SFE NOTE 1
14150
K
INTERIOR
INTERIOR,
If
1(
21
EXTERIOR
EXTERIOR 4
4
20'
4
C'SINK
IT
C
1- 1 /4" 1,siN. HORIZONTAL CROSS SECTION
EMB, (TYPJ 4 j 0,j swiro snown. - in,sm no
also approved
E. NOTE:
1, Trip sidefife is direct set into the jamb
ti with (12 1 iter-r', # V, (48 X 2" PFH wood
screw), There are (4) at each verfical
jamb from the top down at 13 5', 31",
48.5*'3 66'.
J r HORIZO NTALDONTAL CROSS SECTION
Outswing shown. - inemng
also opl6ioved
0.15'
C*SINK
Typ.)
HORIZONTAL CROSS SECTION
OuteMng configullation
SEE NOTIE 1
r - i 14'mill,
5-'% HORIZONTAL CROSS SECTION
4 5hsswnw/1Xsub-nuck
0,15"
CSINK
TYP.)
A,
S z
z
fit 1w, a Z'
a Z,
z
LLQ
0 E
g
SEE NOTE I
EXTERIOR
INTERIOR 10' 1) F 21241ei2
m
4 HORIZONTAL CROSS SECTION c-1W LF
F;
EXTERIOR INTERIOR
D62
2rlVERTICALCROSSSECTION
Outswing shwon - inswing
also approved 7
EXTERIOR INTERIOR
VER77CAL CROSS SEC77ON
copl.urofion
see general noes, sheet I
for "HVHT'water infiltration
requirements
62
EXTERIOR INTERIOR
L:4:::. VERTICAL CROSS SECTION
se.'genceomni notes, sheet i
for " HVHZ" Water Infiftration
requirements
INTERIOR EXTERIOR
601,
2 VERTICAL CROSS SECTION
Shown wi k X sub -buck
rT
z
EXTERIOR INTERIOR
ks VERTICAL CROSS SECTION
fion
see general notes,csheef I
for 'HVHT'water infiltration
requirements
NO —
A, vo
z
z
kp-zl.12
Z 00 0 0
n z 0
z
z
5
x 4
m a: E I Qc,
z
Z
E 0
Nsd
Ci
it
021241'2 F
P4 T S 1K
FL-
1506,7 0 FEt
Of I
m z L
S E E, 0 " 1
lNTERIOR EXTERIOR
VERTICAL CROSS SECTION
ng - —ms,,ng
also cp;ia5ved
INTERIOR EXTERIOR
SEE T E I (M- k/l,
z
j" VERTICAL CROSS SECTION
ration
EXTERIOR
SEE NOTE 1 CIT
GRIMEW
5 VERTICAL CROSS SECTION
Z, N
K < = :Z;,2
z
Y
0" Z
z 0 oz. full
7 ::S
z
2
m f E
E z
SEE NOTE I
INTERIOR EXTERIOR
Y`\ VERTICAL CROSS SECTION
6 ub-buck
N 0
Arr ho'S -SSv f 110a
SdI of 4 n frCnn each "O(no,
8VERTICAL CROSS SECTION 11-
6-) Inswing configuration z
DAT,
02124112 scks
S S
F-
I — 15036 10
4"
t-4---
TYP. HEAD
MASONRY JAMBS
OPENING
ASTRAGAL AND
MULLIONS
SHOWN FOR
REFERENCE
2XBUCK--, ONLY
C 6" 3"
3
SEE DETAIL
pHEAD!, jSMASONRYOPENINGJAMBS8M
ASTRAGAL
SHOWN FOR
REFERENCE
FRAME TYP. MOM0 ONLY
0
SUCK ANCHORING ASTRAGAL MIKE JAMB
120
CONCRETE ANCHOR NOTES: ......... .
1. Concrete anchor locations of the comers may be adjusted to maintain the min, 603
edge distance to morfor-joints,
2 Concrete anchor locations noted os "MAX, ON CENTER,"must be adjusted to DETAIL t
maintain the min, edge distance to monarjoints, additional concrete anchors
may be requered to ensure the "MAX. ON CENTER" dimension ore not exceeded. strike pictes to frome
3. Concrete anchor table: as shown (outs"Ang)
ANCHOR ANCHOR M IN. MIN. CLEARANCE MIN. CLEARANCE
TO MASONRY TO ADJACENTTEMBEDMENT 6K56TYPESIZE j6i" l63EDGEANCHOR
ITW
TAIRCON"
114- 1. 114" 2" 4"
ECCO 4" 1/4 1-114
I11TRACIN - -- -- -------
ITW
3/16- 1-1/4- 3" 1.1/2' DETAIL 2TAPCO
W OD SCREW INSTALLATION NOTES:
W-ach surface call
strike plate at the thresholdI. Maintain o minimum 518" edge distance, i" end distance, & I o.c. spacing of
wood screws to prevent the splitting of wood.
T'fP.
D
SILL
SEE DETAIL 10I
2" 1
FRAME ANCHORfNG_
Masonry 2X buck construction
C2) 063
028L64
DETAIL I
Affach astrogoiduhace bolt
strike plater; to frame
as shown (Inhving) OL
27
LATCH L.DEADSOLT DETAIL
DETALL 2
Attach -surface bot
strike plate at the threshold
hoang)
e psi
I A,
4
81
z 0 om
o'-Z
ON
gz
0
Z, o E 0
O'
cw
QD Z7, Zg:5
7 Ll
r-
U
HINGE JAMS as
WE D2124,112
v T S
qy JK
By f-S
FL- 15036, 10
7 av i5,
3 MASOM
OPENIN1
FRAM
n
ASTRAGAL STRIKE JAMS, FRAME ANCHORING __-
Misisana, I X buck construction
CONCR-17E ANCHOR NOTES:
i. Concrete anchor tocafions at the compersmay be adjusted to maintain the min,
edge distance to mortor],cra.
2 Concrete anchor toradions noted as 'MAX, ON CENTER" must be adjusted to
maintain the min, edge distance to mortarjoluts, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded, 4 1
63
2)
3, Concrete anchor table:
ANCHOR ANCHOR MW MIN. CLEARANCE MIN. CLEARANCE
TO ADJACENTTOMASONRY
TYPE SIZE EMBEDMENT
EDGE ANCHOR
tTW
TAPCON
114" 1- 1 /4" 4"
ITS
3/16' 1-1/4- 3" 1-1/2- DETAU 2 DETAIL 2 DE I
TAPCONO Attach surface bolt Affaah-surface bolt Attach astragaftsudacebolt
0-00D SCREW INSTALLATION —NOTES.' strike plate at the threshold strike plate of the threshold strike plates fc, frame
1, Tainrav,r", minimum 518"edge distance, !"end distance, & T'0 C spacing Of Inswing) outs"Ang) as shown (hswingt
wood screws to prevent the spriffing of wood.
ti A,:
z
rs
LATCH & DEADSOLT DETAIL
DETAtL t
Attach ostrogal/surface bolt
strike p[cles to frome
as shown (Outsvoing j
x yv LFS
5036 C
EE- 8 or
Cl d) HlAfl-A ME
257
4.56'
2136'
0,5a,
PLASTIC LIP Lnf FRAME
CVWXTER DAM THRESHOLD
j
HIGH
o
LNG SiDEUTE SUMP FACE THRESHOLD LOW PROFILE
214" 12 5.75" INSWING
StQELtTE DPLASTIC LIPLITFILAMf 26 Pvc
1/2/2018 Florida Building Code Online
13CIS Home Log In User Registration Not Topics Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Sear
dQProduct Approval 9USER:
Public User r'
M
nij , P ia AagLi&, n, L-,h > &01!, m Lt Application Detail - -cQjL _gL_ q FL #
FL15332-R4 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 MI
Windows and Doors 650
West Market Street Gratz,
PA 17030 717)
365-3300 Ext 2560 bsjtliiiger@iiiiwd.
com Brent
Sitlinger bsilthnger,`,
mwjd.corn Category
Exterior Doors Subcategory
Sliding Exterior Door Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation
Report - Hardcopy Received Florida
Engineer or Architect Name who developed the Luis Roberto Lomas 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 Validation
Checklist - Hardcopy Received Certificate
of Independence EU5332_R4 QQj_F f LCDJ,p Referenced
Standard and Year (of Standard) 5ta—ndAL0- AAMA/
WDMA/CSA 101/1,S.2/A440 2008 Equivalence
of Product Standards Certified
By Sections
from the Code Product
Approval Method Method I Option D Date
Submitted 08/11/2017 Date
Validated 08/13/2017 Date
Pending FBC Approval 08/15/2017 https://
www-floridabuilding,org/pr/pr_app_dtl.aspx?parani=wGEVXQ\A(tDqtH8572qvdVVldku3BmvbCOIFy`/`2fAGnRwpRXRfEB7u42Zdg%3d%3d M
Florida Building Code Online
Date Approved 10/10/201,7
FL # Model, Number or Name iDescription
15332,1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x8f" NON -
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLL53_1 P 4_J.L_Hz_Q_Q5qq:"df
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE ELI-5-332--E.4--AF--U-QaQZ-DD.0-f
15332.2 1 SERIES 420 ALUMINUM SGD
Wwwo
SERIES 420 ALUMINUM SGD OX, XO, XX 96"X80" NOW
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lornas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE EL15132_R 4 AE_9_5 df
REINFORCED
Limits of Use Installation Instructions
Approved for use in HVHZ: Nod R4 II OH 02250C,odf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant; No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE EU5j2Z_R4__&L_5=Q_QpAf
RATINGS Created by Independent Third Party: Yes
15332.6 SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96"
SGD
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes i Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other. REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE i
RATINGS i Created by Independent Third Party: Yes
15332.7 SERIES 420 REINFORCED ALUMINUM I SERIES 420 REINFORCED ALUMINUM SGD CXO 146"x96"
SGD
Limits of Use Installation Instructions
Approved for use in HVHZ; No EU,5_31L R4 jj_U_-_.20501 Fapf
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant; No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE L-JLU_'L_R 4
15332:8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143W0" NOW
1 REINFORCED
Limits of Use Installation Instructions
1/5/2018 a
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL15 RA_AE-5 D IfIQB93rpt-
RATINGS Created by Independent Third Party: Yes
15332.9 !SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
I ALUMINUM SGD
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant; No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE EL_I5-U2__R4_ A-E_-5j9-ajDP-adff
RATINGS Created by Independent Third Party: Yes
QQbjAaM:: Eli—-4 -4 The
State of Florida is an AA/EEO employer. C: ih t 2 QaZ, , 1' I Fl rid Privrtgy_5tdjtrnen :: cesslbiiity tatem nl :: S f - nmen Under 1 =
7:
1 CredCard Safe
https:llfloridabuilding.
org/
pr/pr_appjtl.aspx?param=wGEVXQwtDqtH8572qvdVVldku3BmvbCOTFy`/`2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3
NOTES:
I . THE PRODUCT SHOWN HEREIN Is DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUAEVENTS OF THE FLORIDA BU:I-DiNG COOE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORFO TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIB:-ITY OF THE ARCHITECT OR, ENGINEER OF RECORD,
3. IX BUCK OVER MASONRY/CONCRETE !S OPTIONAL, WHERE IX SUCK IS NOT USED
D;SSJ,MLAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSiBELI—i OF THE ARCHITECT OR
ENGINEER OF RECORD,
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PROOUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-*,,6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
6, UNITS MLST BE GLAZED PER ASTM E1300-04/09. WITH SAFETY GLASS.
7. APPROVED WPACT PROTECTIVE SYSTEM FOR TH,!-E PRODUCT IN WAG BORNE
DEERS RE--ONS.
8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16' OR GREATER COCCJRS. WX;MUM ALLOIVABLE SHIM STACK To BE 1/4'.
9, DGG ASSEMBLES INSTALLED 'WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING !NTO WOOD FRAMING OR 2X BUCK QSE- #110 WOOD SCRELY6 WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SuBSTRATE, LOCATE
ANCHORS AS SHOWN IN ELEVAT;ONIS AND WSTALLAT*N D*-7A1-S-
I. FOP ANCHORING IN70 MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" WN11MU"I EDGE
OSTA,NCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AJND INSTALLATION DETAILS,
12. FOR ANCHORNG INTO METAL STRUCTURE USE #10 SMS OR SELF Dp.iLUNG SCREWS 'N',TH
SUFFiC;ENT LENGTH TO ACHIEVE 3 THREADS MIN"MLM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
13. ALL FASTENERS TO BE CORROSION RESISTANT. ISTANT.
14. INSTALLA-30N ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHAj-L NOT BE USED IN
SUBSTRATE'S WITH STRENGTHS LESS THAN THE VjN:M.UM STRENGTH SPECIFIED BELOW:
A, WOOD - MIMMUM SPEC;F1' , GRAVITY OF G-0,42
B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3.192 PS;,
C. MASONRY STRENGTH CONFORMANCE TO ASIM. C-90, GRADE N, TYPE I (OR GREATER).
0. METAL STRUCTURE; S-EFi 18GA, 33KSI OR A}-UMINUM 5063-75 4048- THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PiX-
TABLE OF CONTENTS
SHEC-, NO, DESCRIPTION
i NOTES
2 - 3 1 ELEVATIONS
4 - 10 1 fNSTAUATION DETkLS
A ADDED C iARTS Q/C5/12 R.L, TS -
9/
1,
8 R-'V',SED 7PER NEW :7:EIST.NG 10/29/1, R,L.
C I ADDED FLANGE AND RN INSTALLATiONS 12/OkI/13 R.L.
0 1 REVISED INSTALLAT*N DETAILS 07/30/15 R L.
E ROASED INS-ALLAIDGN CE7A!LS 06/20/17 R_
SIGNED: 06,2012017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030 E
SERIES 420 SGD 59
96- X 80" NON -REINFORCED a
NOTES p TAT 0 F ti
zo R
A
08-00498 L ?/ON
NTS aac02/23/09 1 OF 10
L. ROBERTO Lows p E
14X WCOOFC-80 RD LEW SVXLE NO 27023 Luis R. Lomas P.E',
34-SSS-1; FL No.: 62514
95" MAX FRAME WiD7H —
2) ANCHORS PER LOCATION
SEE CHART, #3
FOR NUMBER OF
LOCATIONS REQUIRED
17*
6" MAX MAX 6" MAX
rJ ac.
6- MAX
T_ I
i
17'
MAX D.C.
MAX
FRAME
HEIGHT
L
NOTES.
SERIES 420 SGO
EXTERIOR VIEW
DESIGN PRE RATING IMPACT RATING
40,OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UN)TS RATINGS
HARDWARjE SCHEDULE 1
0. 10) FLAT P,CUNTED HANDLE SET (?AR7 999-04-t45) LOCATED 38 314* ON CENTER FROMPA"EL BOTTOM
a, III) METALLIC TANDEM ROLLERS (PART 499-17-195) AT EACH END OF PANEL _BOTTOM RN.
A ADDED -,R'kRTS
Rk"SED PER IDI TEST_10/29/13 R.L.
C ADDED FLANGE AND RN IN57AL-,AT,,DNS WWI,, 1 R'_
D S REVtSED NSTALLAT'0'4 D_7,41l5 37/3D/i5
FT INSTALLATION DETAILS 06/20/17
CHARTv
WHERE WA7ERWFILTRATiON PES1S,,- _EtsRE,ct,
Design pressure ct, f (per
30 0 7_3 6-0 —7— Tiz __Oi 48.D
111. ILO 71_CWD '00 96,00
PoNag us N" F, Neg Pb' I Nag
80,0 40.1D. 55.1 40.0 48,2 43A j 1 40,0
CHART 02
WHERE WATER IN1F;LTRATj4DNRESISTA/`;
SEE NOTE 9 SHEET
Design pressure ch I fpEJq
Frame.o Pais Tou, came WAth
H40N
30 O
60.00 1 72,00 9600On)
Pos Neg Pas Nag Pns Neg A1.9
50,0 551M148.2 48,2 4 :,4 43A
CHART#3
Number of anchor locay,,ns required
Frarre
SwIgIa Panel and
36.0 42,0 46.0
H&S
5k"'i - ;-,
6
60 0 7ZO 4 o T 96.0CI
HAS Jamb _!SJambbSJambb Jamb
80.0 4 5 5
Yd WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
ELEVATION
F.A, 08-00498
NITS "7E 2/23/09 1 72 OF 10
L ROBERTO LOMAS A.E.
SIGNED., 0612012017
Luis R. Lomas F.E.
FL No.: 62514
6' MAX
6® MAIX
1!
MAX OC. MAX
FRAME
HE
I G HT, VAX
i-
96'
MAX FRAME W;DTH I ,
l) ANCHOR PER LOCAT{ON AT
HEAD & JAMBS SEE
CHART #4 FOR
NUMBER OF LOCATIONS
REOUIRED 17-
MAX
SERIES
420 SGD EXTE-
qlop WEIN CESlGj'
4PRESSURE RA7TNC IMPACT RATING 40XPSF i
NONE SEE CHARTS #
1 AND #2 SHEE-2 FOR 07-HER UNITS RA7-jN6S NO TES-
1 1. AXAXMIUM
PANEL SfZE-4S 112'x 79' CHAR7o4 I"
2)
ANCHORS
PER LOCATION Al SLL
SEE CHART "
4 FOR NUMBER
OF OCATiONS REQUIRED
HARDWARE SCHEDULE
A. {I}
FLAT MDUNTED HANDLE SET iPART999-C4-145) LOCATFD 38314-CN CENTER,RIMPANEL B kL,N'0.
s DATE APPROIED A
ADDED CHAR-
TS 03/05/12 R.L a REVISED PER
NLPW TESTING 10/29/13 R,L. ADDED FLANCE AND
FN iN$7ALLAT,Q,4S 1 112/06/13 T-L REVISED jNSTA-LA
YN DE-,AjLS 07/m/15 R.L. REVISED NSTA-;ATJON
DEFAILS MI WINDOWS AND
DOORS LLC 650 WEST MARKET
STREET GRATZ, PA 17030
SERIES 420 SGD
96" X FO"
NON-REiNF0RCZD I FIN ELEVATIONI4F.A. 1
118-004"115 z ZjE XTS T:
O2/
23/
09 '3 1 F 10 LROSERTOLOMASPE, 1432 WOODFORD RD
LSMSIOLLE,
NC 270:j SIGNED: 0612012017 L O
a'po
TAT
zl'
F roc ORpO N Luis
R. Lomas P.
E. FL No.: 62514 '
1/2" MX
EDGE DISTANCE
3/8" NIX
w, WOD0 FI?Aw, E1 BEM5,_r_ENT
0 2X SUCK
RY OTH ERS
4-
MAX.
SHIM
pc WOOD SPACE 1 wN
SCREW E v 8 E DN14 E_'N T
1/2- MIN,
EDGE DISTANCE
EXTERIOR INTERIOR
10 'WOOD
SCREW
WOOD I-R-VAING
OR 2X 6JCK
BY OTHERS
VERTICAL CROSS SECTION
V105D FRAV,',VG OR 2X BOOK INSTALLATtON
NOTES:
I- hNTER;OR AND EXTERIOR PIT41SHES, BY OTHERS,
NOTSHOW,1V FOR CLARITY.
2, PERIMETER AND ,1OWT SEALANT BY OTHERS TO SE
DESIGNED W ACCORDANCE WITH ASTM E2112
ST IN APPROVED
SEALANT w
DATE
A"RC<0 A
ADDED CrIMTS R.L, 6
REVISED PER NEW TE5T94C I0f19113 I I.E., C
ADDED FLANGE AND FN JXS'ALLA7QNS 12/06/13 R.L. 0
RE%'SED INSTALLATION DETA7LS 07/310/15 5 P- REVISED
7l"T-7- 06/20/17 1 P,,L.. SHIM
SPA:, INTERIOR
SCREW
EXTERIOR WOOD
FRAMING OR
2X BUCK J A11B INSTAL: , DON DETAIL By
OTHERS WOC,:'PA14ING OR, SUCK INS TALLA T!ON MI
iIINDOWS AND DOORS LLC 650
WEST MARKET STREET GRATZ,
PA 17030 SERIES
420 SGD 16"
X 80" NON —REINFORCED TAME
INSTALLATION DETAILS NTS
02/23/09 4 OF 10 L.
ROSERIOLOWISP'E' vl'
ClOOPORD RD LEVIISALLZ, NC 2,0,-3 SIGNED:
0612012617 aD151
fps
TATE OF x"
A, Luis
R. Lomas P.E. FL
No.: 62514
METAL
STRUCTURE
BY 07HEPS
pC SIAS OR
SE-F ORJ LJNG
ME -AL
STRUCTURE
By 0711ERS
1/2' MIN.
EDGE CISTANCE
1/4' MAX.
SHIM SPACE
SMS OR
DRILLING
N
9
ILL TO BE SET IN
BED OF
PPROVED SEALANT
1/2' MIN.
ED,GE 0,STANCE
VERTICAL CROSS SECTION
METAL S TIROC TUPE INSTAL LATN'ON
NOTES,
1, INTERIOR A,'40 EXTERkOP FINISHES, SY OTHERS,
P40 T SHOVIN'FOR CLARj7y-
2- PEPiMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCOPOANGE WITHAS-M, E2112
T_
EDGE DISTIA
L_
10 Sms OR
SELF DRILLING
SCREWS
PIETAL
STRUCTURE
BY OTHERS
DMI APKIC,I
ADDED ',tARTS R03/05/12
B REVISED PER NEW TEST7t4r 10/ /13 R.L.
C ADDED FIANCE AND Fl,',' NSTALLAT)ONS 12/06/13 R.L.
0 RNSED INSTALLA-1110-----------
4
11 DE-,KL,S 0—- 7 /-'W./ 15 :R.L.
E ' REASED I.14STALLATHON DETAILS 1 06/2c/, -1 E. L
JAMS INSTALLATION DETAIL
M_A_l _Sr1 _'C TURE -INS TIAL ;A TJOIV
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 420 SOO
96- X 80" NON -REINFORCED
FRAME INSTALLAMN DETAILS
cwE08-00498 NTS :
A` 02/2 3/09 --F 115 GF9. 32
ev";Q0FOR0 FIDLEWISVILLE, SC ZOZJ SIGNED:
0612012017 N '
p a
IATt
OF 0
Luis
R, Lomas P.E, FL
No,: 62514
CONC R -7 E/
MASONRY
By GiH'ERS
QPTiONA—
ix BUCK
TO BE
PROPERLY
SS ilRE6
SHEET I
3/15- -TkPCON
MASONRY/
CONCRETE
BY OTHERS
1 1/2' WN I" MIN OAr, 1 n-pno'z-
SEPARATN; I EDGE 01;&NC E ADDED CHARTS 03/C5/12 R.-
Rl.
i
1 "/4I' MIN.
XD ILANGE 11:1 III INI-1111.NS
EMBEDMENT
I REVISED INSTALLAT,ON DETArLS 1,7/3G/15
7Si11/4' MHN, '
ST"'Li-'T ON C', 7,L' L
EmOEDmENT 2 L i
4' MAX
SHIM SPACE
MAX.
S SPACE
EDCE
INTERIOR
DISTANCE
f
3/16- TARGON
19 3"
WN
AEX-rEPIC)F? INTERIOR SEPARATION
SILL TO BE SET IN
A BED OF A.PPRO1£0 SEAiANT 3/1, 6- TAPCON
EXTERIOR
CONCRETE/MASON.RY
BY OTHERS
OPTIONAL IX JAMB INSTALLATION DETAIL
TO BE PROPERL( CONCRETE/MASONRY INSTAL LA ThON
SEE NOTE 3 SHEE
NOTES
EMBEDMENT BY OTHERS,
4
NOT SH, 4 FOR CLAP! T,
2 PEP,,?,j 'EqAN0X,'NANTBYOTHERS 708E OESGN,-, WACCORDAN
SIGNED: 0612012017 2
7/8-
MIN I" MIN. r .1 , SEPARAI, T ON
EDGE
DISTANCE
1 ANCE Ml "I-
NDOWS
AND DOORS LLC J WEST MARKET STREET ,\
S ?. - L 0 VERTICAL CROSS SECTION GRATZ,
PA 17030 G E N "p CONCRETEIMASONRY WSTALLATION SERIES 420
SGO X 80' NON -REINFORCED
INSTALLA71ON DETAILS OF w
R F.A.
4 08
00:4:9:8 E Al - OF '0 NTS 02/
23/095`41' 6 0AAr 1 OF Luis R. Lomas ?,E.
FL No,: 62514
WOOD FP.*/IINC
OR 2X BUCK
BR Y OTHERS
A :-C woc'D
ScRFW
OD PRAWN,
OR 2X DUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X SUCK INSTALLA TION
NOTES,
t, INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR OLAR17'Y.
2, FERMVETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED JN ACCOROANCEIVITH AST,,4 EST 12
t I,- Y,;N
dS-j AN C E
MIN.
RENT
1/4- MAX j
SHIM SPACE
I WOOD
iEW
OR
1 3/8- MIN.
EMBEDMENT
7-
1/2' MJN.
EDGE DISTANCE
10 WOOD
SCREWS
iE Sr-, iN
AP=ROVEO SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MN.
ENT
MIN,
ji—NU
1/4- MAX
SHIM SPAC
7-
ADOEO CHARTS 03/C5/12
a Rcoszo PER NEW TESTING IC/2S/13 R,L-
C ADDED FLANGE AND FIN INSIAa?QNS 12/06/13 R.1-
D RelSED IN ION DETALS 1 07/30/15 R.L.
E IIIEVSED WSTALLATON DE7AILS 06/20/17 R.L.
INTERIOR
EXTERIOR
JA: `3 IN—STA,'.:,11.','10N DETAIL
WOE iAMINO Oil j,',llNSTA6LA T,'ON
V 'IINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 $GO
36" X 80" NON -REINFORCED
ANGE INSTALLATION DETAILS
F.A. 08-00498
NTS :-T- 02/23/09 1-1'7 OF 10
L RO&ERTO LOMAS P.L.
32 WOODFORD RD NC 2,=
SIGNED. 0612012017
41
Luis R. Lomas P.E.
FL No.: 52514
1/2" MX
EDGE DISTANCE
BY OTHERS
10 SMS cR
SELF DRILLING
kReN
METAL
STRUCTURE
BY OTHERS
1/4' MAX.
5HflM SPACE
10 SMS OR
SELF DRILLING
SCRE'A'
INTERIOR
311-1 TO a-- SET
3ED OF
kPPROVED SEALANT
1/2' MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL S7RUC7URE INSTALLATION
NO TES:
1. INTERIOR AP40 EXTERIOR Fla,'SHES, EN, OTHEqS,
NOT SHOWN FOR rLAR17Y.
Z PERIMETER AND JOWT SEALANrBY OTHERS To SE
OES)GNEDLtd ACCOR OANOE WJTH ASTV E2112 i-
1/
2- MIN,
EDGE
DISTANC
10
SMS OR SELF
DRII—ING SCREWS
M
ETAL STRUCTURE
BY
OTHERS T,
10 ADDEDCtARTSIIT/ I o
RDISED PER NEW TESTING R.L. EDFLq4GE
ANO FIN NSIALLAT QNS_ j 12/06/13 PL, RCOSED
ASSMLLATICN DEAjLS 07/30/15 R.L. t
R- ISCDASTA T,Ct, OE-ZLS j of,/20/17 INTERIOR
EXTERIOR
JAMS
INS,' 'A-TIONDETAIL METAL
S -;h, . "EINSTAL LATiON MI DOWS
AND DOORS LLC WEST MARKET
STREET GRATZ, PA
17030 SERIES 420 $
GO 5c X,
80" NON -REINFORCED F,- r::
Z INSTALLATION DETAILS K5- 08-
00498
02/23/
09 8 OF 10 L. 1302ERTO
LOMAS P.E, 14 LEVWSVXLE,
NC 27023 SIGNED: 06,
120120' , 7 A"\\S
U;i5
R. Lomas P.E. FL Na,:
67514
MASONRY
BY OTHERS
OP-10NAL
I x -5uOl<
0 BE
PROPERLY
SECURED
SEE NOTE 3
SHE7 I
3/16" TAPCON
MASONRY/
COINCR-77
BY OTHERS
1 1/2" MIN I' m,N
SEPXRAT,ON
1 1/4- MIN,
EM 8 --- DM ENT
1/4- VAX,
SHIP, SPACE
3/15- TAPCON
EXTERIOR LL-L 11 H INTERIOR
A AI7DE0 CitART
a I REVISED PER NEW R.L.
C ADDZQ FLANGE AND FIN INS71ALLATIONS 12/05/13 R.L.
RCvI$ED INSTALLATION 0E7,lJLS
17EMBEDMENT
C REvISED NS7ALLA,10N CE7AAS 0,1/20/R,L
mm
MAX,
SPACE
MIN, NTEPIOR
E CE
3
MIN
SEPARATION
3/15" TAPCON
SILL TO BE SET IN 'All, EXTERIOR
A BED OF CONCRE-E/MASONRY
APPROVED SEA -ANT BY OTHERS
JAMB INSTALLATION DETAIL
opr;oNAL lX BUCK CONCRETEIMASONRY INSTALLATION
1 1/4' MLN,
EMBEDMENT
4
L 2 7/8- MIN I- MIN,
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
0NCPETElm.e,SONRY INSTALLATION
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET I
NOTES:
1, IN . -EP tANDEXTERIC SHESBYO
NOT SHC ,Y FOR CLAR17 r
R PER11" ERAND 101NT- A`VTBYOTHERS 70SE D
Srf,'JACCORDANC 7iIIASTME2712 SIGNED:
0612012017 MI
NDOWS AND DOO S LC E0
WEST MARKET STREET NN 0 GRATZ
PA 17030 SERIES
420 $GO 9"_
X 80- NON —REINFORCED F11-
1,GE INSTALLATION DETAILS TATE O;z DRA'
N k FA,
05-00498 E ONAL NTs
62/23/09 1-9 OF 10 L.
ROI5ERTO L CM -AS P. E. I
WOOD F ORD RD C E WfS VoL LE. NC 2 =,3 p—
o'N.—sp— FL N .: 62514
WOOD FRAM:NO
BY OTHERS
8 "VOOD
SCREW
MEN,
t
APPROVED SEALANT
BEHIND FIN
7/15" WN,
DOE CASTANCE
1/4- MAX
SHIM, SPACE
JAMS INSTALLATION DETAIL
WOOD FRAWNG OR 2X BUCK INSTALLA TION METAL STRUCTURE
BY OTHERS
APPROVED SEA i"' TRU
BEHIND FIN 1 1/4" ViN. N
8 WOOD
EMBEDMENT
WOOD FRAIAING
BY OTHERS INTERIOR
1/4 MAX. HOCK STRIP
7/16- WIN
EDOF DISTANCE
EXTERIOR
SHIM SPACEN SELF DR
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X. BUCK WSTALLATAON
FOR SILL IN$TALLATION SEE SHEETS44
NOTES,
1. INTERIOR AND EXTERIOR FlvISHES, By OTHERS,
NOT SHOWN FOR CLARITY
2. PERIMETER AND JO)Nr SEALANT BY OTHERS To BE
DESIGNED IN ACCORDANCE WITH ASTV E2112
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
HOOK STRIP INSTALLA Tlotlf
METAL STRUCTURE
1/2" MIN,
EDGE DISTANCE
I 'l/p" MIN,
ERIORNTI=RIOR EMBEDMENT
HOCK STRIP
10 WOOD
SCREW
PANEL
EXTERIORINTERLOCK
HOOK STRIP WSTALLA71ON
2X BUCKQW000 FRAMflVG
FA
DATC I A.-ROYLED
A -M CIMTS 03/05/12 RtL
REVISE0 PER NEW TESTNC 10/29/1, 3 R.L.
ACOED FI.ANCE ANC FIN WSTAI_,'AT IDN$ 12/06/ 3
REVISED iN TfQN DETAJLS Q7/30/15 R L,
RCASED ASTALLATiON DC7A LS 6/20/17 R. I-
1 5/8" MIN,
EDGE GIST.
TRIM
INTERIOR
CONCRETE
O-HERS
STRIP
1 1 4" M!N.
0. ENT
X BJCK BY OTHERS,
IX BJCK TO 87- .
PROPERLY SE.URED
3pc TPPOON
EXTERIOR PANEL INTERLOCK
NOOK STRIP INSTALLATION
MASONRYICOAK;PETE
M! =DOWS AND DOORS LLC
WEST MARKET STREET
IRATZ, PA 17 030
SERIES 420 SGD
X 80- NON -REINFORCED
F11, HOOK INSTALLATION DETAILS
08-00498
N7S )2/23/09 1 s-10 OF To
OFORD RD LEWISIMLL, NC 2742?
SIGNED: 06112012017
5:134o; =
51
TATE OF
R
U,iz R. Lomas P,E•.
FL No.: 62514
NOTES:
THE PRODUCT SHOWN HEREA IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLOR;DA BUILDING CODE.
2. "NOOD FPAM,NG AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE
RESPON&BILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3 1)( BUCK OVER MASONRYXCONORETE IS CP710NkI- WHERE IX SUCK is NOT USED
OSSJ.'-A;LAR. VA—ItRIALS MUST BE SEPARATED WITH APPROVED COATAG OR MEMBRANE.
SELECTION OF COATING, OR MEMBRANE dS THE RESPONS191-ITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
44 ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR C1=11.6 'WAS USED FOR WOOD ANCHOR
CAJLCULATiONS.
5. FRAME MATERIALEXTRUDED ALUN1,1NUM 6063--5. 6.
UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS, 7.
APPROVED IMPACT PROTEEITI'VE SYSTEM F H, C 80 N DEBRIS
REGIONS. D
OR T, S PRODUCT IN WIND R E S.
SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WTH LOAD BEARING SHI,,I. SHIM WHERE SPAC--
OF 1/16' OR GREJER OCCURS. MAXIMUM ALLOWAS-C SH,M STACK TO BE 1/4', 9.
DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1,0 00 NOT
REOUIPE WATER 04FILTRAT;ON PESiSTA,,4CE- OVERHANG
RATIO = OVERHANG LENGTH/OVERHANG HEin CH70.
FOR ANCHORING !NTO WOOD FRAMING OR 2X SUCK USE #10 WOOD SCREWS WITH SUFFICIENT
iENGTH TO ACHIEVE A 1 318- IMINImum EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS
AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1.
FOR ANCHORING iUTO MASONRY/CONCRET-E USE 3/16- TAPCONS WITH SUFFICIENT LENGTH 70
ACMIEVE A 1 1/4- MINIMUM EMBEDMENT ;NTO SUBSTRATE WTH I" M.IMMUM ED'- DS'
ANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND NSTA-ILATiON DETAILS. 12.
FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS '017H SlJFRC;
ENT LENGTm TO ACHIEVE 3 THREADS MIN;MUM BEYOND STRUCTURE INTERIOR WALL. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION CEkLS. 13,
ALL FASTENERS TO BE CORROSION RESISTANT. 14,
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE 11,171H ANCHOR MANUFACTURER'
S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES
WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOIN: A.
WOOD - MlN!kL;WI SPECIFIC GRAVITY OF 0=0.42 S,
CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 1,1192 FISI, C.
MASONRY STREIaGrH CONFORMANC;-, 70 ASTm C-90, GRADE N, TYPE I (OR GREATER). C,
METAL STRUCTURE: STEEL 18GA, 33KSI OR Ad-UMINUM 6063-- 15.
APPROVED CONFIGURATIONS; OX, XO. XX, XP, PX, Xlp, RIX 15
048" THICK V;NIMUM TABLE
OF CONTENTS NOTES
2
ELEVATIONS 4 —
10 1 INSTALLATION DETAILS REVS
vM5 OATZ
MPRQvc) A
ADDED FLANGE AND FIN INSTALATION 12/10/!3 j R L REVISED
INSTALLATOI4 DAjLS 108/03/15 R.L, C RE1ISED
INSINUATION 0-AjLs I -- -- iR.
L. SIGNED: 0612112017
MI i, :
IDOWS AND DOORS LLC 2 I,-,l'
WEST MARKETSTREET GRATZ, ?A
17030 SERIES 42C -
GD REINFORCED 11TIOUT ADAPTER y 51
96"
x
96' NOTES A
TATE OF bO8-02249
0NAL NTS 0/'
3
OF i Luls P. Lorno5
P.E. FL No.: 62514
96" MAX FRAME WIDTH
2) ANCHORS PER LOCATION
EE CtZ'#3
FOR NUMBER OF LOCATIONS
REOURED
6" MAX 17' PAX
mAx
6- MAX
T-
17" MAX
96, 6 it
MAX
FRAM
6 MAX
SERIES 420 SGO REINFORCED WITHOUT ADAPTER
EXTERIOR WON
DESIGN PRESSURE RATING MAPACT RATING
35.OPSF NONE
SEE CHARTS All AND #2 FOR OTHER UlLTS RATLVCS
NOTES:
1, MAXIMUM PANEL SIZE: 4-6 1/2^ x 9,5-
2 MAXiMUMD.L.O. 44S8'x905,18-
0WARESCHEDULE
1 FLAT NOiNTED HANDLE SET P9-04-145) AT U 29- ON CENTER FROM P L IOMANEBOT- AN '99
TAN110) METALLIC TANDEM ROLLERS 7-19E) AT EACH END OF PANEL BOTTOM RkLS
DCSCrDPMN
ADDED FLANGE AND FIN NSTALLAT,*,N
REVISED INSTALLATION DETAJLS
R.10,SED INSTALLA7ION D7AJLS
CHAPToi
WHERE WATER
SEE NOTE 9 SHEE
Design
St1g P---, X4 T—,
30.0 16,0
60,00 72.00
P, Nog Pos Nag
V,0 40.0 58,4 40,0 50,S
St 0 40.0 55.2 40,0 46.0
9ZO 40,0 52-4 43.0 45.4
96.0 40,0 4—
CHAR 7,112
WHERE WATER INFIL TRA TjO,1I RESfS T1,%,-
SEE NOTE SHEE r I
Design pressure cri,
Zlr34r Pa.m; W4 Tv . F,wv
H),Gm
3&0
0.00 72-00
P0 S N49 P.log P,
84,0 58.4 58-4 50.9 53,Ij S'
8&0 55-2 552 Q.0 4&()
920 52A 52-4 45,4 45A 4iF,
95,0 49.8 49,S 43. I
CHART02
Number of 4-;h-
R sv.)Ie pa.w T z,!F-
300 36,
0(
uaj.
0 7zo
H 't, as ja b as J.-O Nd"
A 01 4 5
as.o 4
9zo 4 8 5
1 2/10/13, I R.L.
SIGNED., 06121,2017
JWS AND DOORS LLC
V EEST MARKET STREET
RATZ, PA 17030
REINFORCED WITHOUT ADAPTER
6" xX 96'
ELEVATION
AZOR",Dl, c No, 4",
0s-02249 C
0 NA
2 OF 10
HoaERTO Lw's p E.
Luis R. Lomas P.1E,
FL No.: 62514
96- MAX FRAME WIDTH, --
1) ANCHOR PER LOCATION
AT HEAD & JIBS
SEE CHART #4
FOR NUMBER OF LOCATiONS
R Eou i R F D
6' MAX 17"MA-X
O. C, —
17- MAX
0 C,
96, T—
teAx.
FRAME
hSGHT
2) ANCHORS PER LOCATION
SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL
EX7,EPfOR VIEW SEE CHART #4
FOR NUMBER OF LOCATIONS
OESII3NPRESSLfRERATbVG I WPACTRATYNC RECUIRED
NONEF M35,OPS F I
SEE CHARTS #1 AND A2SHEET 2 FOR, OTHEP UNrTSRATINES HARDWARE
SCHEDULE A.
0) FLAT lX-,)UNT ED HANDLE SET (99-04-145) AT 38 3N- ON CENTER FROM PANEL BOTTON. 8.
T L P, ROLLERS19-1 7-195) AT EACH ENO CF PANEL BOTTOM PALS DPEA _L 1hETALLICTANDEM ' R AT rEoll. ,F ALU''
N "I""", NUNI6053-T6 REINFORCEMEN T . , "T, RaCE T _RL C. ALUM UIF I T 66B ATALL PANEL INTERLOCKS REISIO14S 7
AIO
F 1
11 AL-T
01
S FL. 7 1
11 ", LT ', , "'T TO.
ZE: 48
Y,,Z' x 95' MAXS&,,;- 4;
5/6' z 90 CHART#4
P=01
and TO= LHtVV4th (in) 4 .0
L T48.11 720 84,
0 96,0 H4S Jamb
i4&S Jamb H4S 11 6 B&
O
4 SIGIVED: 06121,
12017 Mi ,DO'
S AND DOORS LL-1 WEST MARKET
STREET 0 ORATE , PA
17030 SERIES 4-
D REINFORCED WITHOQT ADAPTER 96" x
96- FIN ELEVATIONTAT
OF 40 7-
RE'
0 RVOt 05-0249
2 ONAIL NTS 1±
0 / SO / 1=3 _S 00 FORD
AD LEIMSVILLE.L. AC}
t7EftTQ COMAS SIC s7Q,
3 LLIIs R. Lomas P.E. vw—sp—
FL No.: 62514
EDGL -DiSi A"N* DE
1
W30C. FRAMING 31/8' MX
OR 2X SUCK EMBEDMENT
BY CTHERS --------- L
MAX.
SHN
10 WOOD SPACE
SCRON
10 WOOD
S C RE It"
WOOD FRAM NG
OR 2x SUCK
By OTHERS
EXTERIOR 11 1l J! INTERIOR SIL,-
TO PE SET jN A
BED OF APPRQVED'
SEALANT MIN,
ENT
41N,
tuu,
v STANCE VERTICAL
CROSS SECTION WJ,'
DFRAMING OR 2X SUCK JNSrALLA TtON NOTES
7
INTERX)R AND EX-rERICR FINISHES, By 07HERS, OT
SHOWN FOR CLAR17-y, 2.
PERtMETER,-U%DJOINT SEALA,'VTBYOTHERS TOBE DES,'GNED iN
ACCORDANCE" M-H ASTM E2112 1 3/S"
A:N. ; 1/2' uN,,
0 VvGOD SCREW
WOOD FRAMING
CR
2X SUCK
BY OTHERS C
ATE APPQCl;
ED A:*E0 FLANGE
XN3 flN INSTALLAJ*N 2/10/13 PEIASED fN 7AUAT*
N JAMB INSTALLATION DETAIL
PAMING OR 2X
BUCK INSTALLATiON SIGNED: 0612112017 WS
AND DOORS
LLC EST MARXET STREET
ATZ, PA 17030
1 REINFORCED WITHOUT ADAPTER
51r 96" x 96"
INSTALLATION DETAILS 08-
024 08-
024 29OF0OF '0
RLILEMSVXLE NCz7= Luis
R. Lo,cs P,E,,14D FL No.: 62514
MEAL
STRUCTURE
BY OTHERS
10 SMS OR
SELF CRI-LING
SCRE-V
METAL
STRUCTURE
By OTHERS
1/2" WN,
EDGE
CI S TANOE
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE hVSTALLA TJON
NOTES,
1, INTER)OR AND EXTERIOR FINISHES, By OTHERS,
NOT , J SHOWN FOR CLARiTY,
2- AERlMETERAND -JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTV E2112
1 /4' MAX
M SPACE
OR
LING
SlU TO 67 SET iN
A ;zo 0
APPROVED SEALANT
1/2' MIN,
EDGE T-1
DISTANCE
3o sm's OR
SELF DRILLING
METAL
p,
STRUCTURF
31 10THERS
ii DATE a .RoVzs
ADDED FLANCE AND FIN NSTA LATICN i 12/10/13 R.L.
j REVISED NSTALLATION DETAILS 1 08/03/15 KL
RC,,SED INSTALLATION DETAILS i 06/21/17 R.L.
MWORM
JAMB INSTALLATION DETAIL
XIETAL $Tizk1CT,)PE INSTALLATION
SIGNED: 0612112017
ROWS AND DOORS LLC
WEST MARKET STREET
GRATZ, PA 17030 E
SERIES ;D REINFORCED WITHOUT ADAPTER
96" x 96"
E INSTALLATION DETAILS TATE OFF
no.
QNA'
5 OF 0
ROOER70LOMASRE
111 Luis R. Lomas P.E. 7
FL No,; 62514
Cr —)NCR0E/
MASONRY
BY OTHERS
OPTiONAt -
i X BUCK
TO BE
PROPERLY
SECT RED
SEE NOT- 3
SHiE' 1
3/16- -,APCO2N
MASONRY/
CONCRt7z
BY OTHERS
1 1/2' MIN 1" MIN
SEPAR?JIGN EDGEEDGEDISTANCE
M4,
EMBEDMENT 1 1/4' PAIN
SHIM SPACE
MIN,
STANCE
3/16' TAFCON
SEPARATiOry
EXTERIOR INTERIOR
SILL TO BE SET IN
A BED OF
APPROvED SEAL aNT
3/16' 7 CON
Ll CONCRETE/kl,,AS(,lJRY BY
OTHDRS OPTiQNAI
Ix Bulr( JO
BE PROPER,' SEE
NOTE 3 SHE 7 I 1
1/4" v']N- 1
2 7/8- MIN I—
I-
MIN, SEPARATION
cDGE DISTANCE VERTICAL
CROSS SECTION k CONCPETEIMASONRYINSTALLATION
DESCRIPTION '
LATE APPROVED AD'
LEDFLANC;E AND Fill jNS-fALLA7,j0,,4 12/10/13 iR,L, ROVISF0 }
NSTAIAT*N' DETAILS ct3/03/1 raVI'
SED INSTALLATION DETAILS 06/21/17 R.L. PACE
INTERIOR
to
I t?llum JAMB
INSTALLATION DETAIL C0;
VCPE7E,'MASO,'Vl7Y ayOTHEps'
Y
OTHERS TO BE sruEzo12
SIGNED: 06,2112017 JNS
AND DOORS LLC 5
T MARKET STREET 0 ATZ,
PA 17030 EINFORCED
WITHOUT ADAPTER Z: 51 96"
x 96- f,
STALLATION DETAILS 08-
02249 c ONAL 30/
13 6 OF 0 10BERTOLOMAS
PZ lD
RD LEWJSv)LLE, Nczl= Luis R. Lomas P.E. FL
No,: 62514
EDG/2" ViN,
E DISTANCE
W'000 FRAWNO 1 3/8- WN,
OR 2X SUCK ZMBEDm,.FNT
By OTHER.S
1/4' MAX,
SH"M SPACE
PO WOOD
SCREWS
INTERIOR
TO BE SET ire
OF
OVED SEALANT
to WOOD
SCREW
WOOD FRAWNC
OR 2x GJ3
By OTHERt
m
VERTICAL CROSS SECTION
WOOD FRVIIING OR SX BUCK WSTALLA TION
N07ES,
L INTERiOz? AND EXTERIOR FINISHES, ByoqHERE,
NOTSHOVAN FOR CLAR;TY,
2. PERIMETER ANDAOINT SEALANT BY OTHERS TO BE
DESIGNED lf,'ACCORDANCE V,'ITI-iASTMUI?2
1 3/8- M-N.
EMBEDMENT
T-
1/2' kl!N.
EDGE DISTANCE
10 WOOD
SCREWS
WOOD FRAv,Nn,
OR 2X BoCK
BY OTHERS
DATE APPROVM
L,fi)ED FIANCE XND F4'4 INSTALLATKIN 1
FFOSED INSTALLATsON >-.7Ai-S
RFMSED V4STALLATION DE7AI-S R.
witselvm
INSTALLATION DETAIL
AAVNG OR 2X BUCK INSTALLATION
SJGNEL): 0612112017
JWS AND DOORS LLC
EST MARKET STREET
ATZ, PA 17030
41
REINFORCED WITHOUT ADAPTER
96" x 96,
INSTALLATION DETAILS ra4`7,AT OFFO
5-0
REVo R 08-
022 NAI-
74934/13 OF io O&
ERFO LOMAS Phr Luis
R. Lomas P.E. FL
No.: 62514
1/2" MIN.
EDGE
METAL
STRUCTURE
BY 07HIFRS
1 ' 0 SMS OR
SE,-F 0PIL-jNG
SCREW
M 7-A'-
STRUCTURE
BY OTHERS
I/V MIN
EDOE DiSiZCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTAU-A nory NOTES:
I
INTER1OR AND EXTER,'OR FINISHES, BY OTHERS, NOT
SHOWN FOR CLAPiT'Y, 2,
PERIMETER AND JOINT SEAL/WT BY OTHERS TO BE OES,'
GNEDW ACCORDANCE WITH ASTM E21 12 1 /
4- MAX SHIM
SPACE 10
SMS OR SELF
ORE'LINO SCREW
INTERIOR
L
TO BE SET 1.,4 BED
OF PROVED
SFALA,14T, M!
I'll, Ecc
10
SMS SELF
DRU-NG SCRE),
qs S-
R,JCTORE By
Q-1HE— RCASONS
ppkcvm
DEO
FIANCE AND FIN INSTALLAT10,14 W16 13 R.L. VISED
NSTALLATk0,'A DETALS 08/o/15 j R.L r-
CVISED INSTALLATION DElAiLs GC/21/17 IR.L. INTFPInR
114B
INSTALLATION DETAIL 4
ETALSTRUCTURE 1,,IsTALLA T7Oj,, SIGNED:
0812,12017 S
AND DOORS LLC MARKET
STREET iZ,
PA 17030 INFORCED
WITHOUT ADAPTER r x
95" TALLATION
DETAILS DSTAT: kLN
x,
OR-
D, N 0
08c 8-0224S 8
OF RD
4EW6VOUC, NC?A7= Ujis R. Lomas P.E. FL
No.: 52514
1 1/2- MIN
SEPARATION
MIN
EDGE DISTANCE
M,ASONRY
BY OTHERS 1/4' MAX.
SHIM SPACE
OPTIONAL
iX BUCK
0 BF
PROPERLY
S;ECJREO
SEE tCITE 3
SHE-7
3/16' 7ARCON
EXTERIOR L-j, L-,,J INTERIOR
E s ET 1,
A 8ED F
APPROVED SEALANT
3/16" TAP' CON —, I 11 f ill I III r
SLR 'r
C
ITTA,SO,,,RY/
CONCRETE
By OTH-RS
1 1/4'
EMBED
2 7/s- N41N. i 1" MIN,
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
C01—'CPET&UASONRY INSTALLA TON
1 1/4" 'mu",
E0CE
DOTANCE
4'
N,
SEPARATION
3/16' TAPCON
CONCR---TE/)/,;,-,oNRy
By OTHERS
OPTIONAL iX SUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET
Nj
NO 7
2, H=-
RnWSIINS
A-D_`0 FLN"ICE AND FA iNSTAJ-LATKN
RE-ASED IN'-7ALItATION DETAILS A L
ESTl- :1 1-110N .EiI3/2 INTERIOR
JAMB
INSTALLATION DETAIL OOIVCRBTET,
fAS0N',qy IPJSTALL .T710—Ns'
8YOTH, 0
Y 00 IERS To &E 3TmF2i;
2 SIGNED:
0612712017 IWS
AND DOORS LLC EST
MARKET STREET ATZ,
PA 17030 E ly REINFORCED
WITHOUT ADAPTER 96"
x 95" 51
4,TAT-C INSTALLATIONDETAILSOVr- 0R
I 30/13
9 OF 10 ROBERTO LOMAS
PZ, ORD RD
LFWtSVILLE,NC 27C23 Luis R. Lornas P.E. r119 FL
No.: 62514
WOOD FRAI11NG
BY OTHERS i
1/4' MAX
SHIM SPACE
INTERIOR
EMSEDVENT
T—
APPROVEUSEA -A
BEHNO FaN EXTERIOR 8 '
A'GOO 1—
S
RElw 7/16' At N EDGE
DISTANCE JAMB
INSTALLATION DETAIL WOOD
FRAMING OR ZX SUCK IPd TALLATCl, APPROVED
BEM ,
ND %N 1 1/4' MIN,— 8
w000 E
IMI,B E OM E NT WOOD
SCREW
FRAMING BY
OTHERS INTERIOP TRIM 3/
4- MAX. SHIM
SPACE t 7/
16" MIN EDGE
D'S1ANC--- HOOK
STR,P R
VERTICAL
CROSS SECTION WOOD
FRAMING OR 2X BUCK INSTALLATION TIONFOR
SILL INSTALLATION SEE SHEETS 4-9, EXTERIOR
HOOK
STRIP INS TA--Lz, -i 2x
suci,3Vvc,00 F,?1;,w NOTE ,
S; I.
INTERIOR AP43 EXTERIOR FINISHES, By Cq,,EF3S, NOT
N,KTWV FOR CLAPITY, 2
PEPIMETER ANO JOINT SEALANT BY On-iEps 7 c-, jI.- D
FLANGE AND FW !NS' AlLATj(JN 12/10/13 R,L, D
NSTALLATON DETAILS 08/03/ D ?
NSTALLAT0,N DETA3L5 06/21/77 Rj Va"
V,114, DIST,
AQ
1
1/4MiN'. is EN1,
8COMEN, 1, X
BUCK By OTHERS, lX SUCK
TO BE PROPERLI SECURED
PA,%EL
INTERLOCK i')OKSTRIP
INSTALLATIOti MASOIVAYiCONCRETE OTHERS
OT/
2"
MIN TRI ED
E
DiSTANCE ITERIOR TRIP
CR-
TERIOR
NOOK
STRIP
INSTALLATION METAL S
TRUC TUR E SIGNED: 0612712017
AND DOORS
LLC MARKET STREET
PA 17030
E FORCED WITHOUT
ADAPTER 51 x 96"
IMSTALLATION DETAILS
10. TATECIP -,2 z 0 8-
02249C 4'L710
OF 10 R,'O
4 OMuS P E. qf) IEWISVILLZ
XC 270a'l Luls R. Lomas P.E. FL No.:
62514
NOTES:
A. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED T^v COMPLY 'WITH,
RMUIREMEN'T3 OF THE FLORIDA, BUiLOING CODE.
2, WOOD FRAAING AND MASONRY OPENING TO BE DESIGNED ANO ANCHORE> TO PROPERLY
TRANSFER kJ-L LOADS TO -NRANSTRUCTUREFRAMINGANDMASONRYORE INC is THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL,. WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR lv--MBPkNc.
SELECTION OF COATiNC OR MDABRkNE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD,
4. A'' 'WAKE STRESS NCREASE 07 WAS NOT USE IN T' E DES,GN Or- THE PRODUCTL0H - I -
SHOWN HEREIN, WIND LOAD DJRATION FACTOR Cd=1.6 WAS USED FOR ANCHOR
C ,ALCULATIONS,
5. FRAME MATERIAL EXTRUDED ALUMINUM E063-T5.
6, UNITS MUST SE GLAZED PER ASTVI E1300-04/09 WITH SAFETY CLASS.
7. APFFOVFED IVIP ACT PROTECTIVE SYSTEM 3, FOR THIS PROX,— N WIND BORNE
DEBRIS REGIONS.
8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR W7H LOAD BEAR:N3 SM,M. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCJBS, MAX;IAUM ALLOWABi-: SHlIl STACK TO RE 1/4",
9. DOOR ASSEMBUES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR CREA-ER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHOR!,141, INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS ?,'ITH
SUFFICIENT LENGTH TO ACHIEVE A 3/8" MINIMUM EMBEDMENT INTO 5USSTRATE, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
1 1. FOR ANCHORNG IN70 MASONRY/CONCRETE USE 3/16" TAP p . CONS WITH SUFF;C CNT LENGTH
TO ACHIEVE A 1 1 ' /4- MINIMUM EMBEDMENT !NTO SUBSTRATE 'WITH 1" MJNJYUN, EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATON DETAILS.
12. FOR ANCHOR1,NG INTO METAL STRUCTURE USE #10 SYS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENOTH TO ACHEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTER10:1i WALL, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTA-IATiON CE7A-1-S. 13-
ALL FASTENERS TO BE CORROSION RESISTANT, 14.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE W7H ANCHOR 1,
iANUFACTURER*S iNSTA LATION INSTRUCTIONS AND ANCHORS SHALL NCT BE USED IN SUBSTRATES
1,CJH STRENGTHS LESS 7HAN THE MINIMUM STRENGTH SPIEC.=LED BELOIN; A.
WOOD - NflNWUM, SPECIFIC CPAV17Y OF G=0-42 8.
CONCRETE f 0CVUIvICOMPRESSIVE STRENGTH OF 3,192 PS'4 C.
MASONRY STRENGTH CONFORMANCE 70 AS7M C-90, GRADE N, TYPE I (OR GREATER). D.
METAL STRUCTURE: STEEL )EGA, 33KSI OR ALUMINUM 6063-T5 .048- THICK MIINMUM IS.
APPROVED CONFICURAT:ONS; X!'X. TABLE
Or CONTENTS DESCRIPTION
NOTES
ELEVATION
NSTAILIA-
ION DETAILS NTZ
ED
CRAR'S SED
PER NEIA TE57IN. 03/
08/12 I
o/Is/i 3 R
L- Rj-
EO
F-ANGE %STALLA-71ONS SFG
NSTALLATION DETAU-S I
2/G6/13 08/
05/15 j R.L. VSED
INSTALLAT;CN DTAIi,S 6b/22/ ? 7 P.,-, AND
DOORS LAC T
MARKET STREET A
17030 ES
430 SOD NON
REINFORCED NOTES
I 05-
00502 T-
ZI/09 I —
I
OF 9 SIGNED:
06/2212017 E
Ns P.
7051 ATOF44'
Luis
R. Lomas P,E, 17L
No_: 62514
143' MAX FRAME ',VIDTH
2) ANHORSPER LOCAT;ON SEE-
C RT #3 FOR NUMBER
OF LOCATIONS REQUIRED
6'
MAX 17'MAX 6" '
Y'kx 6'
MAX 1 1-
17- MAX O'
c' MAX
FRAME
6'
SERIES
430 XJX SGD EXTERIOR
VIEW SIGN
PRESSURE RATING I IMPACT RATING t40,
OPSF —I---,E SEE
CHARTS of ANDA2 FOR OTHER uN17S RATINGS NOTES
I
IMAXIMUM PANEL SZE: 49 1/2'x 79' 2,
VAXhMUMD,L,0:44X4'x743.8' HARDWARE
SCHEDULE 1
F-AT NC% UNTZD HAN OLE SET (99-04-145) AT 36 3/4' FROM PANEL 5 L-
TALLIC TANDEs ROLLERS (99-17-195)ATEAHEND OFPANEL aOTTO:1,RALS ATE 03/06/12 R.
L
NE',V TEST:?,G R.
L. 11STAILAT-01S F- 7,2/
06/13 LtiSTALLAT,CN DETAjLS 08/05/
15 R.L. 1 :ALLAT ON DE 06/
22/17 R.L 47.7 143.00 Frao.
147 7
143.00 (
in) --- - - Nog og
0 740.
OFranE,
ElE77E143-O
70-0— t,
5 SIGNED;
06,12212017 DOORS LLC
I.RYET STREET
rA 17030
0 E 430
SGD 0N
REINFORCED
TION
7— 0.
RfV 08-
00502
E
A
I—
E2 OF 9
L014AS PC Luis R. Lomas
P.E.
FL No.: 62514
WOOD FRAMING,
OR 2X BUCK
BY OTHERS
10 woco
SCREW
1 3/8' MIN,
EmSEOMENT
1/2' M, ( N
DISTANCE
BE-
APPRiVED
10 vii
SCREW
VlOOL' FRaId;NG
OR 2X BUCK
BY 0-HERS
MIN, SCREW
IENT
FFAmNr
OR 2X SUCK
By OTHERS
VERTICAL CROSS SECTION
VIOC,DFRAA,fJ,NGGR2XBLICK,INSTAILATION
NO TES:
1, INTERIOR AND EXTERIOR FlivISHES, BY OTHERS,
NOT SHOWN FOR C4.AR17Y,
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED fiN ACCORDANCE WIT-1 ASTM E2112
A 0 CHARTS 2 R.L
SED PER NEW TESTtNG
jED FLANCZ INSTIALLATONG 12/06/13
ED INSTALLADON D,—IAJLS R.i-
lt-mRIOT?
j,AfvlB INSTALLA71ON DETAIL
D FPAMINGOR 'XeOCKINSTALLAPON
SIGNED: 0612212017
S AND DOORS LLC
N\\
T MARKET STREET
tZ, PA 17030 p
ES 430 SGD
NON REINFORCED
DETAILS TALLATION OF
E -00502
OF TONAL" 09
087
7 F 9 /i OI0\\ Luis R.
Lomas P.E. FL No,:
62514
m F. TAL
STRUCTURE
8' OTHERS
1 S SIBS OR
SELF- DRILLING
SCREW
VETAL
STRUCTURE
BY OTHERS
1/2- MIN
EDGE DST
1/4" M X.
SHIM SPACE
1 2 MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
VETAL STRUCTURE INSTALLATION
1407", IS:
1 iNTERIOR AAD EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CZAR? Ty,
2, FERIPAFTEP AND JOWTSEALAA176Y OTHERS To BE
DESIGNED blVACCOROANCE WITH ASTM E2112
AS OR
DRILLING
L TO BE SET IN
BED OF APPROVED
kLANT
0/15/1, R.L.
fALIAT ON DETALS
LIAT0N D-7AII.S 06/22/17 P.L.
0E D;STANCE
10 Svs OR
71SE-7 CR LLIING,
SCREWS
METAL
S7 , RJ C Tine
BY OTHERS
LLATION DETAIL
jPE INSTALLATION
SIGNED-, 0612212017
DOORS LLC MlTftjj!
aT STREET
Goa ti Ell
IGD
INFORCEDL
DETAILS TAT F OF
0
R N
00 5 0 2E
T4 OF 9
Luis R. Lomas P.Z.
p— FL No.: 62514
s 1/2- VIIN
SEPARAnr'r EDGE DISTANCE
oar^ APPROVED
I
i
2T5 02/09/ 12 R t...
PER NEW TESTLNC
7% MIN.fi}„ti £ INSTALLATR NS 12/06/:3c
Q 7%4" 4Adtti,
E dSDiENT t:7 1hSTAiLa:C'v Je'iAu,S
i £taBE3£P T / J
COsGRETEj eo 9n TKIATON DETAILS 06/22/17 ,P,.L
VASONRY L
O c EDGETOK
PROP R
SEC RED j4` j
SEE NOTE 3 t St its SPACE — !I
SHE T
0
f,o r PcoN
R
EXTERIOR INTERIOR
3j16inP rota , p .
1 l ,
SS11117111 4
I
sP
r SILL 70 BE SET IN A
BED OF APPROVED i SEALANT
JSTALLATION
DETAIL 3j
6- TAPCIDCONCR / SOrrRY _,
R ASOtaRY+N rA tar0N MIACRETE BY
OTHERS
art ERS.
EMBEGMENT e4
f NEf1.
S
70 BE 12 SIGNED:
0612212017
1' WN;
AND DOORS iC ,tasltti t SE, AA7flN £DGE "SS7ANCE MARKET STREET
VERTICAL CROSS
SECTION RA 17030 CONCAETEN,ASONRY
INSTALLATION > 430 EGO = ,y'p,,,Ey jg NtJ ti
REtNFORC£D ,f/' LATION DETAILS
m OF v O9
fl8—
fS2
E 1711j% a. NA OF9
tEwa, vtLtE,
tt;; 2ag2s Luis R. Lomas P.E, rram,z:
r(uktanxrrw.rnm FL No,: 62514
1/2" MIN.
aDGc DiSTA.NCE
WOCZ) PRAM,N'-
3/8 MIN.
OR 2X BUCK
EMBErENT
BY 07PERS
it
WAX,
SHW
WOOC
SPACE
EXTERIOR + I II il It 11- 11 INTERIOR
SET iN
APPROVED
IIIABOD FPIIIV;Nc
OR 2X BUCK
BY -071HERS
VERTICAL CROSS SECTION
WOOD FP.AtfING OR 2X SUCK INSTAJLIATION
NOTES:
I- IMTER)OP AND EXTERIOR FiNVSHES, BY OTHERS,
NOT SHO WV FOR CLARI7K,
2, PERWETER AND JO)ffT SEALANT BY OTHERS TO BE
DESIGNED INACCOROANCE WITH AS; M E2112
i '/8MY4, lir
FIt
SCREW
2X
SUCK BY
07HERS ED .
41 N'
STALLATIONS LAION
DETAILS DE-
ILS zv
A
TION DETAIL BUCK
INSTALLATION 12/
06/13 R.L. 08/
05/15 R.L. SIGNED.-
0612212017 QORS
LLC STREET
E
4
GD 51 NFORCED
A -,
i DETAILS Or I
1-
00502 EF
6O900LuisR. Lomas
P.E. FL No_:
62514
METAL
STRU,7VRCt
By 07HERS
a10 Sms
SELF DRILL
sci
I = ALT
STR'J',T',jRE
BY OTHERS
1/2' MIN,
EDGE DISTANCE
1/4" MAX,
SHIM SPACE
2" MIN.
EDGE DiS7ANCE
VERTICAL CROSS SECTION
METAL. S7PUCTtJREINS,-Al.LATlON
N07ES'
INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOV^ FOP CLARITY,
2 PERIMETER ANDJOINT SEALANT SY OmERS 70 BE DES)
IGNED INIACCOPOANGE VVITHASTME2712 LUNC
I-
TO BE SET IN KO
0' F A?PROVEO LANT
C.
7 E apk?OITD L
NSTALLATONS 210Gll 3 7R1 IALLATION
DETAILS 013/05/ 15 R.L, DET
06/22/AiLS 17R'l- 1/2'
N' EDGE
D!
STikNCE
31 SMS
OR
K StL' L
DR, U N G SCREWS P-
1
L METAL
STRUCTURE
ay
OTH-
IA L
LA TION DETAIL UPEFAST ALLA
TfO.,14 DOORS LLC
KET STREET
1- i703O
SGD REINFORCED
WN
DETAILS
1 08-
00502
E 7 OF
9 0,11AS
PE SIGNED: 0612212017
51 F
Luls
R.
Lomas P.E, FL No.:
62514
1 1/2- MIN. I"
CONCRE',F/ 111A111111 EDGE Q;STANCE
SONRY
By OTHERS
1 1/4' MIN,
I
T
1/4' WIN.
EMBEDMENT
OPTIONAL_
I M hN.
BUCK
TO BEECGC
PROPERLY
D157ANCE
SEE NOTE 3
1/4- MAX,
SHEET I SHIM SPACE
3/16" TAPCON
SCPARz,,'3Nqq
EXTERIOP l a INTERIOR
3/16- TAPCON
SILL TO BE SET IN T.i
OF kPPROVED
SEALANTAEA
MASONRY/
CONCRETE/MASO r
BY 07kERS
CONCRET-
BY OTHERS
1 1/4- MIN,
EMBEDMENT
2 7/8' mit,
SEPARATION cOGE DISTAJNCE
VERTICAL CROSS SECTION
CQlvCRET&mAS0NR,1 INsTAiL T,*N
sr PMN
STALLA7ONS
LATON DZITALS LATrN
A
TION DETAIL I
5 INSTAL i.AT;ON 77 7
Lc STREETNFORCED
DE -
TAILS
7`8
OF P.F
l7o23 7_-
12/
06/
13 R.L. 0,'3/
0tl/ " 5 R.L. 06/22/
17 R,,_ SIGNED.- 0672212017
1111OUAl- S
Luis R.
Lomas P.E. FL No.:
62514
1 5/8' MIN,
EDGE DIST.
111
TRIM
4 1 1/4' MIN,
INTERIOR EMBEDMENT
MASONRY/CONCRETE
BY OTHERS
lX BUCK BY OTHERS,
HOOK STRIP IX BUCK TO BE
PROPERLY SECURED
3/16-
TA.PCON
EXTERIOR
PANEL INTERLOCK
HOOK STRIP INSTALLATION
1/2- MX
EDGE DISTANCE
TR
JAX
INTERIOR
EMBEDMENT
HOOK STRIP
0 WOOD
Co, REw
EXTERIOR
PANEL VTfERLOQK
HOOK STRIP INSTALLA TION
2X SUCKWOOD FRAMNG
CA7C
RL_
NSTALLAT*NS 12/06/13 R,L-
TroN DCAILS
ATCN 00AILS 06/22/17 R.0
iFRS Toe-=
ti
SIGNED: 0612212017
DOORS LLC
STREET 041
030
irAFORCED
DETAILS TAT8 OF
Pcv
TI E N
OpAL
9 OF 9 6i11 li i
r.
Ut, Luis R. Lomos P.E.
FL No.: 62514
NOTES:
1 . THE PRODUCT SHOWN HEREIN IS DFSQNED AND MANUFACTJRED TO COMPLY W,T,,-,,
REQUIREMENTS OF THE FLORID, BUILDING COD--
2. WOOD FRAMING AND MASONRY OPENING TO BEE"DESIGNED AND ANCHORED TO
TRANSFER ALL LOADS TO STRUCTURE FRAMINGI , AND MASONRY OPENING IS
RESPONSI&LITY OF THE ARCHITECT OR ENGINEER OF RECORD.
lX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH AppRovEo COATING OR VImE;v',El
SELECTION OF COATNG OR MEMBRANE IS THE RESPONSIBILTY OF THE ARCHI-ECT ORENGINEEROFRECORD.
4. A{LOWABLE STRESS INCREASE OF 11/3 WAS NOT USED IN THE DESIGN OF Tli- PRCC,Dj SHOWN
HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCd',r CALCULATIONS. 5,
FRAME MATERIAL: EXTRUDED ALUWNUM 6053-75, 6.
JNJS MUST BE GLAZED PER ASTM E1300-04/09 'WTH SAFETY CLASS, 7,
APPROVED IMPACT PROT_EC77vE SYSTEM faEa_V3RT"D FOR THIS PRODUCT DESRiS
REGIONS. 8,
SHIN AS PEOUIRED A7 EACH iNSTALLA71ON ANCHOR WITH LOAD BEARING . SHIM'SHIM SPACE
OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK Tj eE. 1/4". 9
DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO !S EQUAL OR GREATER -,At, I
1,
co NOTREOUIREWATERINFILTRATIOND"'-
RHANG RATIO = OVERHAND LE-ZH/OVERHANG HEIGHT, 10,
FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS 'NNH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE- LOCATE ANCHORS
AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11.
FOR ANCHORING INTO MASONRY/CONCRETE USE TAPCONS WITH SJFFjCf_N_ _-TK;7H TO
ACJH#EVE A 1 1/4- Mlh11hIUm EMBEDMENT INTO SUBSTRATE WITH I" 'A (,l 0 E CISTkNCE
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLArION ,CE7ALS. 12.
FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF 'DRILLING SUFFICIEN7
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE LOCATE
ANCHORS AS SHOWN IN ELEVATIONS A141) 114STALLAT!ON, 07 13.
ALL FASTENERS To BE CORROS;ON RESISTANT. A.
LS. 14.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDAN-_=_ WjTH ANCHOR MANUFACTURER'
S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE S I) IN SUBSTRATES
WITH STRENGTHS ILESS THAN THE MINIMUM STRENGTH SPECIFIED _-i_FLO'n: A.
WOOD - MINIMUM SPECIFIC GRAATY OF, G=0_42 S.
CONCRETE: MINIMUM COMPRESSWE STRENGTH OF 3,192 PSI. C.
MASONRY STRENGTH CONFORMANCE To ASTjA C-90, GRADE N, TYP-E 0,
METAL STRUCTURE: STEEL 15GA, 33KSI OR ALUMINUM 6063-75 04,-' T,CK TABLE
OF CC;NTENTS 7 '
NOT I
NOTES 2
I LLtVA-ION 911STA
LLATION DETIF-SDA
E ESTIN',
10/15/13 F.L. NSTALLATRONS
j 12/06/13 1 P-L DETAILS
DETAILS
SIGNED:
0612212017 RS
LLC kEET
S r'
IV OF
I
OF 9 1!1jjjIVI"" Luis
R. Lomas A.E. om
FL No.; 62514
143 WX FRAME WIDTH
2) ANCHORS PER LOCATION
SEE CHART #3 FOR
NLMSER 07 LOCATIONS
17"
6' VAX MAX MAX
MAX 1
17- MAX
E T-
E
HEG,i7
AXMAX
SERIES 4301440 XIX SGD
EXTERIOR WEW
DESIGN PRESSURE RATING IMPACTRATfNG
t40,OPSF NONE
SEE CHARTS 01 ANO 02 FOR OTHER UNITS RA TNGS
NOTES:
I
2,
HARDWARESCREDULE
CENTER N 0 CIAI), FLA5 Am0--,;NTEOKA`*LE SET (99-04-145) AT 37 3,4. ON CENTER FROIA PANEL BO rfaA
I'l) WTALLIC TANDEM ROLLERS AT EACH END OF PANEL aO7TOm pA.,Ls
C. AZ UNNNUM, 6063-T6 RFNI ORC EVENT jFS8) AT ALL PANEL INTERLOCKS
INTERLOCKADAPTCRATtNTERIOR. FACE OF OPERABLE PANEL lt47ER!.QCK
CAT,
R.L
f"Ew TESTINC R-IL
INSTALLATIONS
e,UATTON DTTAILS R.L.
LATIQN D 7A;i-S j 06/22/17 RL, WHER
T, s4o
T
Fra
war-
34,
D 43,
0 jzo—
SIGNED:
0e,,2212017 DOORS LLC
I STREET
XIX SOD
7::. er ORCED
ti ATE
OF
Zl: IIIjNAt
T
OOFF2
9Ltd,NC27'
0.'?3 Luis R, Lomcz P.E. FL No.:
6251.t
MA
EDGE DISTANCE
WOOD FRAMING
1 3/8' MX
OR 2X BUCK
BY 07HIERS
po wooc SPACE
SCREY;
pc SNOOD
S C R --',w
00D FRMqNlG
OR 2X BUCK
BY OTHERS
EXTERIOR I I I I H 11 i I I! INTERIOR
VERTICAL CROSS SECTION
IVOOD PRAM,NG OR 2X BUCK INSTALLATION
NOTES,
IVTERIOR AND EXTERIOR FINI,5)4ES, SY OTHERS,
NOT SHO'Nlv FOR aAmry,
2 PEPhVETER ANO JOINT SEALANT BY OTHERS To BE
DES / G m-FDW ACCORDANCE WITH A S TM E2 112 1/
2" EDOC--
BE SE71^
4 i APPROVED WOOD
rRAX'
11' MTE 03/
06/
12 R.L. 1- AAC
12/06/
13 R.I- OEA:LS
1 05/05/15 Rl- DE7AJLS 06/
22/17 Pu- IN7 W-
DETAIL
N 7ALLATOON
SIGNED: 0612212017
LLC T
I-
lp
AfFcc:
z 5 OF
9 27,23
Luis P, Lomas P,E, FL No,:
62514
METAL
STRUCTURE
BY OTHERS
10 shis OR
SELF ORlUNG
SCREW
METAL
STRUCTURE
3Y 07HERS
1/2- MIN.
DISTANCE
1/4- MAX,
SHN SPACE
MIN-
EOCE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE JNS-7ALLA7j0N
NOTES:
f,)NTER;OR AND EXTERIOR FINISHES. By OTHERS,
NOT SHOWN j=OP CLARITY.
2, PEAWETEER AND,;OWT SEALANT BY 07HERS TO BE
DESIGNED 1,11 ACCOPOANC5 WITH ASTM, E2112
w
TO BE SET !N
4FD OF APPROVED
T
1/2' NhN,
FD.,E DST;,,NCE
10 S—M S 01 R
E F CRiLLNO
Sc RE 1*1 S
STRUCT UP-
ey C-H Rs
r DETAILS
AT10N DETAIL
Z TVVS,ALLAT'ON'
P S LLC
aEEr
CED
w-TAILS
JO503
T4 OF 9
03/06/12 R.L.
12/06/13 R'L-
08/05/ 5 R"'.
06/22/17 1 R.L
SIGNED: 0612212017
0'
ti r, E tv
ATS OF
1—is R, Lomas P.E,
FL No,: 62514
1 1/2' MIN, I' M.N.
SEPARATION 17-1 EDCE D.STAP4CE
1 1/4- MIN, 1 14'rL
EMBEDMENT E
WASUNRY
BY 07HIRS H
OPTIONX-
x Bucx 1C" 5
TO BE 7—
PROPE,RLY 1/4" MAX,
SECLRED S, WM SPACE
SEE NOTE 3
SHEET I
3/16' T/,PImN
M I,,
I-EPARAT
EXTERIOR INTERIOR
3/16' T;,,"CCN
St TC BE SET iN,
A BED OF APPRO,.—
6" 3 TAPCON SEA-4,147
CQNCRF-L/YASCN Y N
MASONRY/ L
r'Jt"'RE-E
BY O E,S
1 1/4' MX
EMBEDMENT
Coil
2 7/8- WN, 1' WN-
SEPAWNON EDGE DSSTANCE
VERTICAL CROSS SECTION
ClONCRETEWASO,VRY WSTALLATION
NT
DATE
LLAT'Oqs 12106/13 i R.L.
08/05/15 R.L.
DET 4LS i C6/22/17
t-ATION DE7A1L
NPY If,;STA-lLA-n0,%l
SIGNED: 06/2212017
LLC
up
D
D 4 A f tn'
NAL
OF 9 fj jj
Luis R. Lomas P.E.
FL No.: 52514
F7
I
C'j ' -FINO —Xi R
2X BJCK BY _
HERS 10
WGGG SCREW
EXTEPIOP
VOOD
7FAm,NG OR
2X BUCK S'
OTHERS c
uc vls; "'t VERTICAL
CROSS SECTION WOOD
FRAWNG OR 2X BUCK WSTALLAD01V Nor.
ls: 1- ;
N7ER.,'OPAND EXTEPtOPFINtSHES, SYOTHERS, NOTS1' OWN
FOR CLAPTY 2 PEROVC7-ER
AND JOINT SEALANT BY 07HERS 708E 0 ES IGN
ED W A 0,'ORDA,V,E Wi TH ASTRI E21 12 1/2' MIN,
EDGE DISTANCE 1
3/5-
WN. EMBEOMFNT 1/4*
MAX,
SKIM SPACE
BE
S-
7
1114 F APPROVED WN
dENIT 1
3/
8* — -
2' p c
WOOD
ti WOOD 'RAWNC
OR
6J-K,
O'N LAT;
0NIS DETA
LS D--
7NLS Ku-
ON DETAIL
I
NSTALLA TON
S LLC CET
AILS 96
OF
9
77 ic/15/
13
i R.L I— RL 2
77 T
I -L SIGNED,- c612212o 17
E e STATE
OF x" '
4" Luis
R. Lomas
P.E, FL No.: 62514
METAL
STRUCTURE
BY OTHEIRS
10 SMS OR
SELF GRI'L-NG
SCREW
V ETA;
STRUCTURE
BY OTHERS
1/2- MUN,
EDGE 01STANC-E
L I Z:INUI-f -L" I
2- WN.
GE DISTANCEC
VERTICAL CROSS SECTION
METAL STRUCTURE WSTA' UATION
NOTES:
I P47ERiOR AND EXTEP,'0,9 FWISHES, BY OTHERS,
JOTSH OWN FOR CLARITY,
2. PERIMETER ANDjOh'VT SEALAN'T BY OTtfERB TO BE
DESIGNED IN ACCORDANCE WITH AS741 E2112
1/4" VAX,
SHN, SPACE
0 R
L LI 111C
LTO BE SET iN
8,-D OF
PROVED SEALANT
F,
A
CATE
RA-
10/15/13 R-L
R.L.
06/2 /171 L
SIGNED: 0612212017
LLC
il '
Sog• tAYCO"
R,
0 p AID'
E
OF 9 ///j /?
ONAL
Luis R, Lomas P.E.
FL No.; 6251A.
1/2' MIN. I" MIN.
CONCRETE/ SEPARATION EDGE DIS-ANCE
MAS, NRY
BY
ENTEM5EDmt
QPT>ONAL m N,
X BUCK
To BE j
EDCE 0 E
PROPERLY
SJIREO I 1/4- MAX. SHIM
SPA" NO7E. 3 S
1 -0 3/
16- rAPCON SEPAR,
EXTERIOR
INTERIOR 3/
16- -',APC()'4 3/
16' TtPCON S1L
TO BE S7 IN A'
BED OF APPR 'rLD H
SEALANT z
CQNCREEETE/
MAkY By CTHf'
R-1 NO 1,
A30NRY/
CCNCRETE RS
BY
OTHE11/
4' A4114, NO; 2
7/
8- MIN, MIN. SEPARATION '00
E DtSTA NCE VERTICAL CPQSS
SECTION CONCRE TF,'
MA SONR Y INS TAUA 7iON KfIAI-O.
S R 00N
DETAIL
VSTALLATION 1
08/
05/
15 R.L. 06/22/
17 joi- StGNED:
0612212017
LLC E
Ny
40 51/
ILS 0
4ATr-
OF
3 E
2/2
OF 9 10ilm 0 27023 Luis
R. Lomas P.E. FL N.,:
62514
EDGE GIST.
TRIM
INTERIOR
MASONRY/CONCRETE
BY OTHERS
HOCK STRIP
EMBEDMEN's
X BUF'K 1 11 Or"' 7RS,
E" IX JCK 16 BF
PRCPSR'—Y SECURED
3/16"
EXTE,21OR PANEL NTE,'-,LOCK
HOOK STRIP INSTALLATION
1,4ASONRYICONCRETE
1/2" MIN.
EDGE DISTANCE
7,
INTERIOR TR;M
1 3/8"
EMS SOME
HOOK STRIP
10 WOOD
SCREW
EXTERIOR
HOOK STRIP INSTALLATION
2X BUCKIV,100D FRAMIVG
On7E 1 AK'ACIVED
R.L.
10/15/13 R L
7--
12/06/13 R.L.
06/22/17 RL
SIGNED: 0612212017
0/
LSSTATE OF
E
OF 9
Luis R. Lomas P.E.
FL No.: 62514
co
RCIS Hme -og In User Registration Hot Top cs 1 Submt Surcharge Stats k Facts PutArcations FBC Star' BCIS Site Map' 1_2,iks Sea, cl-
dei Product ApprovalbrUSER: Public User
Eco,j,l_tLep 01&,LLer q > gmmLc- V Ac A_Lk! > Ap41 _4a_ _t > Application Detail FL #
FL9174-RI2 Application
Type Revision Code
Version 2017 Application
Status Pending F13C Approval Comments
Archived
Product
Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/
Phone/Email 3395 Addison Drive Pensacola,
FL 32514 850)
475-6197 Mark
Garon@Dvet-headdoot-.coni Authorized
Signature Mark Garen Mark
Garon@Overheaddooecorn Technical
Representative Mark Garen Address/
Phone/Email 3395 Addison Dr. Pensacola,
FL 32514 850)
474-9490 Mark_
Garon@Ovtirlieac](loor-,ccii) Quality
Assurance Representative Address/
Phone; Email Category
Exterior Dears Subcategory
Sectional Exterior Door Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or, a Licensed Florida Professional
Engineer Evaluation
Report - Hardizopy Receiver Honda
Engineer OF Architect Name who developed Gordon Thomas the
Evaluation Report. Florida
License PE-46718 Quality
Assurance Entity Intertek Testing Service, NA, Inc, - QA Entity Quality
Assurance Contract Expiration Date 12/31/2020 Validated
By 3effrey P. Arneson, P.E. I
Validation Checklist - Hardcopy Received Certificate
of Independence FL9174 R12_fL0jL_KzgUdqFr T1_1T1_1_as_M( LZEtrJ1,QF Referenced
Standard and Year (of Standard) $lap—OT-4 DASMA-
108 DASMA-
115 Equivalence
of Product Standards Certified
By Ygmr
2012
2012
Florida
Licensed Professional Engineer or Architect LL91_
7IR_12_Laui kl__,LM17- 0IR2 FValUat10, R FL 91 ,! CIF u_ U_ Sections
frorn the Code
Product Approval Method Method I Option D
Date Submitted 08/11/2017
Date Validated ()1/02/2018
Date Pending FBC Approval 01/02/2018
Summar of Products
I
y
FL # I Model, Number or Name I Description
9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height, Max section height 21", Glazing
available in Lop or intermediate section.
Limits of Use
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure. +26,90/-30.80
Other:
9174.2 1,5120 / 6100 / 9100 #0229
Lit'nits, of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ, Yes
Impact Resistant: No
Design Pressure: 4-15.30/-17.00
Other, Door., with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
9174.3 15120 / 6100 / 9100 -#0230
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant. Yes
Design Pressure: +25.90/-28.80
Other;
9174,4 i 5120 / 6100 / 9100 #0231
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure. +30.00/-33.50
Other: Doors with glazing shall not be used in the wind-
horne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door-,
Installation Instructions
la;ttf
MMLLBRig _11 Verified
By: Gordon Thornas FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports Created
by Independent Third Party: Yes 16'
Max width, 8'-9" Max height, Max section height 21". Glazing available
in top or intermediate Installation
Instructions Fji
4 R 12 11 FUM4 _R_
1_2 11_ j , .1 qijiettt(J) Verified By:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes Evaluation Reports
FIA 74
R12 AF WD As! I Ltio. R ')o Created by Independent
Third Party: Yes 16' Max width.
8'-9" Max height. Max section height 21". Glazing available in top
or intermediate section, Installation Instructions FL9174
R12 11
0230-318960-P10 S, 'Of Verified By: Gordon
Thornas P.E. FLORIDA FIE 46718 Created by Independent
Third Party: Yes Evaluation Reports R1.
2 Alf__
Vv'Q_20,LZaQ0jkt i R -L F 1) UA, PD 1 Z_EK gtj _!aij-t—m_L1 I_ Created by Independent Third
Party: Yes 16' Max width. 8'-
9" Max height, Max section height 21". Solid only no glazing available, Installation
Instructions FL9174 R12
11 0231_-,-
If3 _j Su, lr -,uL ChIEL
1,ie<La si r'-,Lf M49_ _R _1 _5 )-2- nm — F Lgl 71-11-
12, —1 LLa2'4_02DL21 VerifiedBy: Gordon Thomas
P.E. FLORIDA PE 46718 Created by Independent Third
Party: Yes Evaluation Reports EWIIZ<LE
Created by
Independent Third
Party: Yes 9174.5 15120 / 6100 /
9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or
intermediate. section. Limits of Use Approved
for use in
HVHZ. No Approved for use outside
HVHZ., Yes Impact Resistant: Yes Design
Pressure: +43,20/-
49.60 Other: Installation Instructions ELaLLI
2-
1-'(3
1 t L EQ, _111- _. 1Q_4A_'
LLU_L_FE0 hair it FL9 74 R12L
IS ipp -i idj! f Verified By: Gordon Thomas P.
E. FLORIDA PE 46718 Created by Independent Third Party:
Yes Evaluation Reports FW9_LL4_M,
LL!' LLZI
QUE!, Evalu,t'ior),Roppr_F!,- 91 74,PDF Created by Independent third Party:
Yes 9174.6 5120 / 6100 / 9100 #
0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate
section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: t-39.20/-43.70
Other:
9174. 7 5120 / 9100 #0232
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: 1-12.40/-13,80
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
9174.8 15120 / 9100 #0233
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +18.50/-20.70
Other: Doors with glazing shall not be used ire the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacerent
door,
9174.9 1 51,20 / 9100 #0236
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +30,00/-33.50
Other:
9174.10 ! 5120 / 9100 #0237
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: _39,20/-43.70
Other:
Installation Instructions
k+ _`_}_, 521.2 It t
FL9174 R1 I.I_._3?71 FI6 P,I4 1{ac dud air-r7 nt -Chart .g}re9 12gr,
1 R _Ft? mil_ tifst a+tics.._ in,
Fltit7} Rl II _a23C stl ,f?I,.r; ia.n_IC C one tt c I 4 pt?ic r:rtT}tt"
Verified By: Gordon Thornas P.F. FLORIDA aF 46718
Created by Independent Third Party: Yes
Evaluation Reports
t'_S_PDF.
Created by Independent Third Party: Yes
18' Max width. B'-9" Max height. Max section height 21", Glazing
available in top or intermediate section.
Installation Instructions
12 __.
F1-9174-312 II_3C?74114._ :L Trap,k td?pietr?Ient_lhar2.-_ icrntmd.IxLf
FL )17.1R1 a I[_ 324620 16) nb C nine ct or S kF sic ncrrdl)cif
Verified By: Gordon Thomas RE. FLORIDA PE -16718
Created by Independent Third Party: Yes
Evaluation Reports
ii4dJ`.?:_r?k.Fly_tV i ta1.7.Iit1 v;ugti n,R c7r__IYi }1T!i,i?E:?F
Created by Independent Third Party: Yes
18 Max width 8'-g' Max height, Max section height 21' Glazing
available in top or intermediate section.
Installation Instructions _
t}tlC 4 $,pcjl:
Ftf)1i4_E a? ?_b2Ci F?.lo 7:rrt'c:nSc;,tcan _G.E?C'_. .,ILtc_Ilefl
Verifled By: Gordan Thomas RE, FLORIDA PE 46718
Created by Independent -Third Party: Yes
Evaluation Reports
FLC?1_! i.,E212 AC._i r? CIU. 0_ Lj' €,u4slta tiun E rTort.-. `?..14. i-}F.
Created by independent Third Party: Yes
18' Max width. 8' Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL .. d R1.._ 1 02, F 1 t)_2 I : t
ig _Ci-.I'_c i
VeriFed By: Gordon Thomas R.E. FLORIDA PE 46718
Created by Independent Third party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
18' Max width. 8' Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
lv 3 _(2),I.2.4T_tr?_(',11 rgck._`,rpa( .rcEt'_ Ct}rtrt c;nGc:ilclfi
g eci k Ott
Ft91_74 Ri _ .It 324620 P16.tam coma chSt0(, q,plt Verifled
By: Gordon Thomas P.F. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports F
31' .._ l?_r t...t?C?r, l?_t)t}i 2v Lu, ! c}CiG __(:tpt)tt. -_i71 9S._? -1"'DL Created
by Independent Third Party: Yes 9174.
11 j 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24 Glaatng 0600
j available in top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside FIVHZ: Yes Impact
Resistant: No Design
Pressure- +26.90/-30.80 Other:
Doors with glazing shall not be used in the wind- borne
debris region unless protected or unless structure is designed
as partially enclosed or door is a replacement door.
9174.
12 5120/5140/6100/9100/9400/9600 0601
Limits
of Use Approved
for use in HVHZ: No Installation
Instructions r,
It t..t r t ,CF_<lrt Ftt
1- t r 1 2 11 3' 1620...E it) Jamb y&)jn, jjpto 1, j2j,7 l,rtiar d,„fcfi`. Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by IndependentThird Party: Yes Evaluation Reports
F(t9174_
RI? A[...1,',1201.I.'}tt?i2?t;tf,[alirit:on.._R.e—ar .:.1 alT4i p Created by
Independent Third party: Yes 9' Max
width. 10` Max height, Max section he:ght 24" Glazing available, in
In tapor intermediate section. installation Instructions
F € i17
4 _ rP ;' _ i_
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: 4-41.00/-46.30
Other:
91,74.13 1 5120/5140/6100/9100/9400/9600
0602
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +15.301, 17.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Fk,,4x.7+ i2 7 ?-i, Ca7 ii,`#_ F'7,.t i.. k__`r4S i!trl,tr t C i^Mrt siTr_twd t?ti
FLra1l; _fti? ,II C220 PL _'_arnb Can ectien d.-it
Verified By: Gordon Thornas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
D 917I R12 ,AE _N r 1O ,'7- t R? Evai tati r. RNra{awt Fl Ii.?ti^P(:>F
Created by Independent Third Party: Yes
16' Max width. 10' Max height, Max section height 24'. Glazing
available in top or intermediate section.
Installation Instructions
F!- 1 . `..._R 12 i
ectip >__ R i S :E..T?Sl
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
9,174 Rl? dli= . VJ,D?0 7- i0R2 E '
Created by Independent Third Party: Yes
9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing
90603 1 available in top or intermediate section,
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: +23,00/-25.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door:
9174,15 5120/5140/6100/9100/9400/9600
0604
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +39.20/-43,70
Other:
9174.16 5120/5140/6100/9100/9400/9600
0605
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure i 15.30/-17.00
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door-.
9174.17 5120/5140/6100/9100/9400/9600
0606
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: r30.00/-33.50
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
9174.18 I. 5120/5140/6100/9100/9400/9600
0609
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +39,20/-43.70
Other:
Installation Instructions
F t 91 7 S,_,_I21
F 91 i 4 R1 ti..i??41 i?1I ra-lt..u,I? a e •° rt C1 rt E Le';J.,Tacif
a$u P_5_ItTt7 Wpdf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 R12 AE WD20i%7-00IR2 Fv<Tlu<tion_f g;c Tt_ F 91J 4wP_DF
Created by Independent Third Pa ty: Yes
16' Max width. 8' Max height. Max section height 24" Glazing
available in top or intermediate section.
Installation Instructions
F''91 *__ U,2 'I f 'ti 3190)3 16 ``. df
FL91 7 S R12 IIe wa()T 9 # P1 , Track _SuIMLri:ert_, harms 4i t2 0 0f
F:E 9 r r".. l27w 11_
lg1?_.i? ._.C-t7_?__rd.'3nz' `;•ntE O_.5?PR_c;,r3,cff
Verified By: Gordon Thomas RE, FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL917_R12 AE W0 017 001Rr LUa(trrtion P<,crr l 3174 FC F
Created by IndE pendent Third Party: Yes
18' Max width. 10' Max height, Max section height 24", Glazing
available in top or intermediate section.
Installation Instructions
F_i 917 k R1 I Gnt . % 9_0 ! 25 SILLff
FI.9171 R12 tt 1, 79 _?t;_ Tra(4k Sa lert r.t ,..ngrt icnad_pt9f
f1. 17? I212 t] 3 i 2f12ldijibQgrLer1t7F4;p11-`.fclne-li'dt,
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL31tI Rl'_AE_ 1^JC I(t17ndent
TmC)i11t22_C ,T(4t3tf r1_ke,nrt ,f1 4174_,PDF. Created_
by Indepehird Party: Yes 1,
8' Max width, 8' Max height. Max section height 24" Glazing available
in top or, intermediate section. Installation
Instructions FlL91 '
4 _R 1 2 _f 06 6 v tea.,.:. _'L7 >.rLft F1917.
1 R1 a II g47494_ 1 _fr3 _Su 1alcmg t nor --i.dF F
9I r4 12 t1 _T.?a7. Jill P , t ,tt ,tl I . ta_ _ on si rdf 173,
9174__10,2 1I_37Cifl I']Ei_1_ ni? C_rr n L<ct;S'i __..r P__ rc €7 ci rclf Verified
By: Gordon Thomas P.F. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports F
91 1 i,_ R ' _AF_AtiYjj 17 U I E2 Ev_g!: is n__EZt , t [ -_ Fl 9 / 1 Created
by Independent Third Party: Yes 18'
Max width, 8' Max height. Max section height 24" Solid only - no
glazing available. Installation
Instructions F
rill#_±:2r1.' rl3()I#94 „ train,Siil)tTl;irtC,fjar:t l t:i?uf E. 9174
R 12 11 F1 17•!
R ,2 ia_ ?46 ?_,?1(i_7rsT_7 C,t,._2r rticn StIS tr---7rL1 7,e Verified By:
Gordon Thomas RE. FLORIDA PE 46718
91,74.19 15140/6100/9400/9600 #0608
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: 1-18,50/--20.70
Other; Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door,
9174.20 151,40/9400/9600 #0607
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yen
Impact Resistant: No
Design Pressure. +25,90/-28.80
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door is a replacement
door.
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 RI,2,_AE Y D_
Q eated by Independent Third Party: Yes
18' Max width. 8'-9" Max height. Max section height 21", Glazing
available in top or intermediate Section.
Installation Instructions
F_1.,q_LL4&j_Z,jI jQZ49-_1 0< 01 'mqr11L-'Qb&L' L.fA.afffZ '_RLLicas —
F If4 RI I ,C)2P I la m h t caf n ction _3upp_-sic nc,cJ )cif
Verified By; Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL 4 RI AE
Created by Independent Third Party: Yes
16' Max width, 8'-9" Max height- Max section height 21". Glazing
available in top or intermediate section,
Installation Instructions
S.j),If
FL9174 R12 11 324620 P16 Jamb QonnectjonLu pp_qtgij1,J Verif
ed BY: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports L
L)ULKLtyeldLjWai-ELaQFL-± Created
by Independent Third Patty: Yes LAI
ant&
qUJ,, :: ZCQ' Plinr-altorn! P%qod,-R dlabassecFL 32 4 Poore: 8Sq-4s7-,I824 The,
State of Florida is an AA/EEO employer. C2pyraht s ZL )Q7-2013St of 1`1 2rlda, :: 2roc yto ment B&Ltind titemont It , Me_ undo,
Florida law, n,. I addresses one public records. If you do not went your c-coati address released in response to a public -records request, do not send electronic mail
to this entity, Instead, conin,cl, the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395, *Pursuant to Section 455.
275(l), Forlda Statute,, eflectve October 1, 2012' we'isees lice'ls"d under Chapter 455, F.S. muse provide the, Department with as email cddress if they have one.
The sprats provided may be used For official communication with the licensee. However email addresses are p,01kc recomi, If you do not y,15!r Is supply a pesona; address,
please pineele the Department wil-lb an ernail address which can be made available to the public. To determine if you are a licensee under chapter 455, ES, please
click bgS-_ Product
Approval Accepts: M
U M Ed 0
NMEMIRIOM
I certify that I meet the requirements of "independence" as it relates to Overhead Door
Corporation. Specifically,
2) 1 (my business) is not owned, operated or controlled by any company manufacturing
or distributing these products.
3) 1 do not have nor will acquire, a financial interest in any company manufacturing or
distributing products for which the reports are being issued.
4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the
approval process of the product.
Sincerely,
I -AM, airl'Urtlillam
Report #: WD017-001R2
Manufacturer: Wayne Dalton
A Division of Overhead Door Corporation
3395 Addison Drive
Pensacola, FL 32514
Technical Contact Dwayne Kornish
Engineering Manager
Prepared by: Gordon Thomas, P,E.
Mason, OH 45050
Florida # 46718
Date: December 22, 2017
0
No, 46718
3 LkV
TA-f E OF
ONAV-
0111111k
Based on wind load test results for the FBG approved doors with paper/poly backer, the following
steel backer design, The following doors under evaluation will be included on the latest revision of FIL
9174,
The following report evaluates the new overall door/component design as it compares to the door &
components Florida product approval.
1; 1 lip III,!!
A. Florida Product Approval, FL 9174
B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly
C. Wayne Dalton Drawing No, 253211, Rev P 1, Backer Steel
D. Wayne Dalton Drawing No, XN 17019, Dated 6/8/17, Raw Assy Detail, 9100 vs 96
E. Evaluation Report, John E. Scates, P,Edated June 10, 2011 1 MMQMMMZ
The
following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were
approved with a paper/poly matedal (69# Kraft with I Mil off white PE) per WD drawing 253209. These
doors were tested at an accredited laboratory according to ANSUDASMA 108-2002 and ANSUDASMA
115-2005. ANSUDASMA 108-2002 is equivalent to ANSUDASMA 108-2012 and ANSUDASMA
115-2005 is equivalent to ANSUDASMA 115-2012.
The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD
drawing 253211. The profile dimensions for both material types are identical. Since the mechanical
properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind
load resistance for the steel back plate would be equal or better than the currently approved
Florida Product Approval and the change to the new backer material design.
The following charts shows the doors under elevation.
Backer Steel, 32 ga Steel, 32 Steel, 32 ga Steel, 32 ga Steel, 32 ga
pa6t--]-; es No Yes Yes Yes
Table 1A — Doors under Evaluation
B-cker---'- Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
NQ '
FL 9174.11 FL 91 74 12 FL917---4-A-:i-- FL9174 - . - 14 -F-'L 1174.15—
Model —5145/--9-4-0--5-514519405 —5145194-05------ 5145/9405 -- 5 , 1 4 - 5/94 , 05
bo—orSize---9' x —10' 9' —X10, 16'x , I - 0' - 16'x 8'
W X-)— ---
Design +26,90/ +41,001 +15.30/ +23.00/ +39.20
Pressure - 3O.80 sf -46,30 psf -17.00 psf -25.00 psf -43e70 sf
Backer Steel, 32 ga Steel, 32 ga —Steel, 32 ga— Steel, 32 ga Steel, 32 ga
90 6---P6
0Drawing # 319026-P5 319027-P5 319028-P6 319029-P6 3=1 36-P0 92-1YYesNoYes
0
Impact No No ctns
Rating
No.
STATE OF:
N
ONA
Ll ('el
k n .. 110111111111111111 0MUMM roM- IM
0
FL 9174.16 FL 9174.17 FL 9174.1-8-- FL 917-4,19
9 4-0-5-
Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 81-9.
W x H)
be 6—n— +15,30/ 3Q.00 18.50 f 25.90 1
Pressure 4310 psf 20.70 psf 28,80 psf_ 1 00
a6ker Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga
Drawing 319031 -P5 319032-P7 319035-P6 319034-P5 319033-P6
Impact No No Yes No No No
Rating I
Comparing. Tridloors unalFr 7T•
and hardware under evaluation will be subjected to an equal or lower load and will perform equal or
better than the approved doors.
51h 5:4_*
2014) and 6t" Edition (2017) of the Florida Building Code.
Certification of Independence of Evaluation Entity
I hereby certify that (1) 1 have no financial interest in Overhead Door Corporation; (2) 1 arm an independent licensed Professional
Engineer in the State of Florida and; (3) 1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.R.G. and
61G20-3,009(4), F.A.G.
I
certify that | meet the requirements Vf"independence"as itrelates toOverhead Door Corporation. Specifically,
1) 1
do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing
or distributing these products, C8 | (my
business) is not owned, operated or controlled by any company manufacturing or distributing
these products. 3) 1
do not have nor will acquire, a financial interest in any company manufacturing or distributing products
for which the reports are being issued. 4) 1
do not have, nor will acquire, a financial interest in any other entity involved in the approval process
of the product. Sincerely, Gordon
Thomas,
P.E. FL PE #
46718
SEE U-- AR FS- ON $D'TET
1. NON-INFAS7 RESISTANT Ct CDA OPTI,6 - A&T j 2 WDR II-Sm tISTN.i,-RON P4 0,tNGES TO RR91SRAL0941NI&EIM SSP GLAZRJG IN MOLDEC FRANS$ SCREAEO 13 GA HORNT ATYGLS DOOR T
FOEMA
U-81INT FW ENCAPSANR -TYPE OG%7HER W-01 A MINIMUM OF (6) ja,N' SCREWS RISTAIN!
LLED TOP OR DECION (WITH OF IN7-
XICCCLEAIHA, WSER7E) NIFFTS UNIFORM STATIC 13 CA FLAC ANME-? 501& RFTALNER.
OF ON
PRFSSJ-S SHOWN ON THIS QRX G, SLAZING ON CID CENTER INGE ALL HA
A MAXIMUM -rlQiT Q1 Ij,75' AND A NJGE AND ADDED R: ILOOKER
OPTEON. MAVICUM 11
10, MPAC' IS GA LIN NQRTI-- I OIH 'S 15 /5'. REDICIAI ANDDOESNOMFFTTT,t FOP. -,RAC% DIHCL-2
1 asms REGIONS. 0, IDENTMINTION METHOD
FR T
OTA CO- 0 PENN TO 2, RIPACT
RESICTA14T GLAZNG OPTEDN RNPACT LAC SIRE"S NVENER. Top (M
RESSIANT IK,A,4LNC SYSTEM MAY BF ILETAUED IN IN A's •DAY 3/a/06 OR INTERMETTATE
SECTION (MTH OR WTHOOF OECGRATAB SN'GWN) 1 15 GA
OFERATOR STELE FACTORY A014ERED 70
CENTER OF TOP SECTION P5 ADDED SUPERWPOSIR) I SESTS)-
CLAZTIG SICALL BE 1/4' MAKFICILON -AR DtSiGN PRESSURE 10ADS 16 CAM:N VSAT- 20 GA END CAP E YCARONATEOREAt. GLAZING SHALL HAW A 7RACX SuPPOR A A0MVM
H11ITTITOf 1521* AND A MAXIMUM LEMTH OF SSMICTURE AND S RdQ,A2RIH
1, NANA C7 RZ SSTANI AND COMO NEAT, CLARTFIE5 WHO ' 01 R WIREMENT OR
FASTENERS AND CENTER E SESHEET 2FOR
ASSEAQ',Y PUALL SCREW AT EACH REQuEED POR DSTAL- E ON _WFORCEMENT FIR1ASO
DEORCO REWLINDMACKET ; 4A119 BRACKET MARRO*" DO I W- AT T -FLAT ON , TA04
0 0 , UPPER INTEGRALHIS (SEE M733 5/1c/c3 OEITAK- G SHEET 2). 15
CA J-SCEJT SCREWED TO LOMR 114-70A/15, TRAIK-- RiTIGRAl- NIB OF SECITON AND
OPERATOR MET RE ROILT AND 1/4 -20 riEX RDSq1 111 1 ACTSCE F T4Z FACTORY INSTALED, INSFAUERS"LLFELT) INSTALL (1) NUT AT EACH 10 JAMB C 1 4-14 7/R`
SIDE OPEUING CNLVPN S Ell FO ATTACH EINAUKET WAI.ON ADDED MOOR 5100, ummu NOTE 8 TO THE `
RUT TO TKF 94TEGSKLRTHM0AEGRSTSEATTHE TERILTE Of ENE
DOOR KEEL DOPER TAN, THAT Laj S EN ETA,'- F ON SBDET2. ------- jARE NOT WPACi
I- COAT 3 VIN'A-
OF, INKS)
DXHI S70-- .,NE0 A UAAMNM OF 6' iMRT 6/8/07 OLD. wn
C,C, P
Top ANO BOND ENDS DF PANELS ORMUN 1/1&- TO MEET--
OATW FRESSJWS. BR ET SCLETAALF FOR 4,
KEY LOCKCODE LOOKS, OR
OPERATOR fD.NDTR-- FAT CPICTN. ADDER LM 1.5 GO SEFFE.IST TRACK
IIETAIL SHEET Z 5.1. HA-I- BE CCLEETRUCTS0
IKIH FOAVED IN JAMB BRACKETS GR7 4/17/08 5, PAC Z POI-YUR THANE
FOAMALSULAVON CHEMICALLY SC14ELOULL FOR 50ME, % DO CA AAXAZM FACER STM, AND
A 4"MTY, LOCATION, e ADDEO MWACT IN)LV-A4AHA1F BACKER, OR U CA
STED. BACKER END AND TrPF GLAZINC. ADrFO TEXAS LICENSE CAN TO ILAIC A
WHIMUM IT- DEPTA. DRIMUR TV THREE ELOCK 8 TKE DESIGN
Of T-.1E SUPPORPING
STRUc`I11RA1 KEY QII SEATE L- BOTH ENDS (NO1 —D -- HO- EI.aLENTS
SHALT OF D*.
REVONSIEWY 07
HE INMEASILO MAX eTECHT P OFESSONA OF RECORD FOR THE BUILIAN'
OR ITO LE-V. ASIDE YjCm HE SO HITH OPERAIULT VRIES E ANOINACCORDANCEAT,
Hi CURRENT ELSKC CTU Aj, AND ROOF ?ET CH FOR -
HE
LOANS LISTED ON THIS DRAKING.
SEE NCE ). sucIf LOCH R"WN FOR
ACK MIR. CLARIly
CRT 7/22/08
7 DOOR
J! -ED BE MINIMUM 2
6 STRUCIVRAL QJRADE L iHSSP RE FR TO DAMN CORRECTION
SUPPFTAENT FOP, CEC"EON SOLID FS UFTLADD) TITLE BLOCK DT TO SMVC7JRZ, DOOR SEFIOAN SEE S
FET OR T 5/25/10 A-AC I.F 2 FOR IL2UBARCCA70MS
D 8
LCOVER
OEERON - C9MALAM Lc1jWRS N US"
ILDED P, C; Mi N Q`PiER -- -T PH) 1-IL315Z6 FRARES 5CA,'OFD TOGETHER
E17H
A WWm OF
It) SE--KIS QLNN-,,WS ANI) S_ ON f ADDED 9905, AMC ITS __ NOTES
I AND 1' SCREWS INSTAUM IN
THE
BOTTOA SECTION. 2 .
FONT NO DO NOT MEE T TINS
SHEET
FOR
GUZING (5), CENTER TANOES P E R -,V SAWN
NOTES EFS ARE NEE IMPACT RE&STANY RESUMED M
DOOR WD". GRFATER THAN ESC 5123/2017 THE REQUEERIENTS FOR DEBRIS Rc ON$, WA SECTION
RECORDS OPERATOR SmE i SE 12'-
CT, OIS) CENTER RINSES PER JOINT LOU ED RECURS SIR DOOR WIDTHS LESS THANORFACTORYINSTAILEDATTHECTRI-ICRUNE O THE
DOOR, DONAL TO 17`-O-. SUPERIMPOSED DESIGN PRESSURE ADS ON SUPPOR7ING SIRUCTURE MAX
OR DOOR WFORM
TOAD PAC. JAIR ;11s)
HSTLTMOTO JAMB BRACK EUUAI- LA 77 JAWE-
0-
1 Au -
201,6 FT SOHFDAF
LEAD wos D OF 3RACH RACK s OT,
BRACKETS
MCASGRED I'NOTA 8LTrN4 HELGHT ORTYPE OF RACK fA L (COUISKALS *
2) 7-0 4 JE- FDD, 23./2* (S)
J4' F ,k (Q!, SY Ni 1 ZAE j FA- 10' (,2), ("g,
SR AEy 9, a -0, S 8 FA- '
SAJ, ^V (-S),
21-3/4' 71 --L/4: (JR), 15' (-k3)- 57-1/4' (JET), T/Awm fc," JEFF SEEN BELOW , NO. 7794,
5 J3) r k, OLLOWCLNS DIMENSION
DENOTES OTTED AM8
BRACKET ATTACHEDTO TRACK WITH1/4-20W/TV M TRACK BOLT ANUT, S) Fouam,c auENSON Du4oEs S,"cKINS -ALL dAED UAACKET
INSTALLED IN IPYTTERFLY BEST. NO ADDITIONAL HARDWARE NEEDED To ATTACH 10 TRACK AOI- DROPS AIRI 41CH UF-T, ROOF FICHE AMIOR GREATER THAN
R 11, HELELIT REQUIRE USE Of CQNTRAJ,jS AAL ANQE, SEE SUPP "T ACX CHART FOR M-AJL.S r• ;CALE, N.7-5, r:l::: A zs&jRF RA
i--T -'--;PAOVFD E-Rs
swnc
R RZIATEOFATt -21 _2ES./ _BCi -X WayneT -IGHT; /06
T PSF) -
1151121IMAXFOW -
S' DRA=MI/8, OR S 'FES =Dalton IUPACT/CYG-,C RATED (Y1 /NO): MAY. 5 CTION
HEIGHT 1: 21 H. 'ED 4 06 MRS 160 2 R " _ _ GARACE DOORSr MIODELS S120/9100/9605 D111SWI, or
OARA'SILDOE, .,4 Ims ADDISON REENC
7 DRAWING PAR too.
01011MRS SE, FARIAX. DF PENSACOLA FLONDA1 4 W]NDLOAD SPECIF!CATION OPTION
COGS 0230 318960 P10 N —AN --- — I_T I
1S CA AOLJSTA3;,„ TOP ..-PLACE 1, BAR P'- BI FURA, Nf6 13 SA ADh? TAOk AFIAC^ BOTTOM 3RA^CKF7
LIXTUAE ATTACHED -P roTfi ^tE (5) PPE f Y'.?fD Top RXTUR£ Q 60fT,o1 U-BAl. 011, (2) {•
P4 P' N'Gd^ HOLES HOLES EACH END A+ MG JP.ARG 'f,-1t ffY' SELF D4IDLUNG /
l+ B'J,.43}i GF U RA62 AND ArlA, HRU END CAP A'- 4iNMY 3TE SOR£'£t`s—-..-._._.
1NTH {2)'/a 45/.e' EATTi LN0 `MTh'. (2) 1/4-14x7/8' f
C'ALra TITS SGTEYfS —' -..$P! SEt D}2!ilUiG _ d. BTT SGRrWs f -
FOR STANDARD 19— AM (S)
Sal UVA-UNG
LTOW11,11L SCREWS F,A TOY/
EACft9ON TRACK (2 F fiHCH . . o
ARL LSZU TO A AC u';rF TOP ,,./..`dPy1 ' 0 TOw_-#A'RAQNE.
DEJAIL. A
BRACKET AS SHOWN)
DETAIL A
i3 GA Rtk3.ER SLATE ATTATHUD TO
P&€-PU+tCHE+J HOLES TIN TOP OF U-BAR
PIP (2) 1/A- 4 10- CC!t SCRf.Yf3,
PLACE U-SAR EVER iN7ECRM_ R39 1ffi.i
f F (8) PRE-P'j'40 ED Hous. EACH END
ET, M_#HG ri4L£ 1v SODS ENSURE
Rvr EP. AUCNAF-+T 'IF RG_„zRS
FAONG 13F111APT AND A:TAL"N FRD
CA AT EACH ND VON {2 4.34rif8'
wsutr0 , 7
IT .A HA4QE ATTACHED EdCE.A4N: U- 3AR PLACED Ov,E.R TOE'' LXQ, RIB ON HE BOTTOM S£L'11B4 SHALLmyWITH (a.) 1/4.144/6" /
CRZMPIi IE SCP.EVE f2 OF' .> BE ATi ACHED T AL! END CAP AT EACH
i+ ON ARE fA.CTDR..`( END 'MOH (1) 1/-1*.7/5' SEl£ DfiA-UH;
ATTA.C41'D) —_.- } Cf"7TPF S`-RE"W LOCATED ON TYE
1 BOTTOM F.ANDE DH° Tr'.F, V-SAN
OC : DUr. TO aFARALOES RE°..F-WS 70
2' NYLON SPOORCCART t,MTALL ST72£Y& AT I§iE ENDS CS' Trr
RoL-IR WTt .a. L-8ARS, AL V-6AP,S SHAU BE
4-1/2' S, V ....-.__ I.T. ON SEC CMS .. TO
HSTAlLINO AC FR Si.;MFS AND `.OP
FIXTURE £YN THE U BARS.. SEE
ATTACTiI401T N'3TL5 OL, THIS 5HFEi.
18 GA HINGE AT -A ,ZD
W-£ U-MAR 0'...R
YA s'ii {8} 1 f4-2'JP.a/8" ~
NTE6RAL f86 ANO ATTACK
Sc"TeEND f2 L'f'
4FiN (2) tf4-2/8' .
NHlC'H ARE FACTOR( PRE-PUMTS AP" "dC D 4iLLE5 a?
A P,C 7 0' 'l4AICi EACH INIk' Q! _ t N S.
A C FIELD L,STAU IT INTO
LOCATION (1 T iRU FLANGEOF11OPEANDIO
tC1S RELD iNSiA.iES3 - RAR
AND BOTTOM NOIRE :
FAF' Y,.. D : i hR11D'iAH PRE-FUNCNEU INGLE ^.._.. WEB OF U-BAR AND 8AP.
i_..._....._ ArFG*
M. LOB OT' 'CiiO?l) 12
GA BOTTOM BRACKET FACTORY
A7AC4{f7i Wd l 3}
If4-14x5/e' PIADE U-BAR OVER GN'TUCAAL RM IW14 J3Jx9!?
i'.. c SCftE14S- NOTCn: UCWNTo OwEA BOTTOM Th. '
YKRJ ORACKC'T AND A. £PPS CAP AT
EACH ENO YE 1) 1/4--14y,7/8' FOR
RdtPA.CT RES.STAHCE, SE'.
F DRA-LNG CRIMP UE SCREW AS OMAN
AND USE .) 1/4-14K.7/8" S'EtJ' BOTT(
44 CRACK— UJST HE SCREAEO
TO 7HE BOTTOM U-
8AR Pd :}i DR;
U.dNS C-IMPUTE SSEEN ACROSS THE HDTIOM
OF THE BOTTOM U--BAR AT EACH
PRE -PUNCHED flan AT EVERY p'
q 2) i/4-I4o/8' S-ELftt a 8
O£ Loc APON. L'SL (1) 1f4-1G 5f8• D?
i&ls'NG CAtdAF'"i TL S^CRZ2 -„ BE,
NPAC7 3071 A4 BRACKET CgKPiiTi
SCREW AT AS-, D%kER PRE-
FUNC8ED HM£ tMATIONS, DETAI
TrtiS SHEET. s , ;
No.77946 . T
STATE
a F { fT'
10111 q ,i r—,
AT
YPi
i CMK' c
7 ss r- RTxss M..
3iE55i9ld 1 f;6it:NE 3{Ai HD EG PW.Y leAif3Giti7H
TA —A.5'Rv,.',T M 'UNIT, rYa"
WN STAHI.E5S cuxWW"T" ST""'VS BACKED
filtfl8fN WASTERS MAX..
r
DEAD
G-J/J bi
T URRQ. AZi SSG4DCOA
f-
TKUC'URAL SEA
ANT OP. FSIBVAC4T--
FALZR
4 "
STEEL
USED
CNLt Oti IMPACT GLAZES .
SEUW - I _ CA
FC^_"'N=uFCENENT BRACKET .'
TACKER 'j SOLE
f7RHLUH6 THROUGII
BUTT BRACKET
AND U-8AR)—. - 1,
1J4-tkx7fb' SELF BR'LLB:'3 CRIb4?fNE SCREW
A CFNIER I.FttE OF DOOR 7HRU STRUT
h OPEN TUR BRACKET. M,
5'TRUT & SORYi ONLY REQUIRED PA
ONW.:T aAZEO SECITCHS. SEE MOTE CHCRS7N
DOORS A4N(
6) 3", 16 CA, W
K4 U-EARS LOCATED
CYST: 1NTEGRA^_ .^
NHS AS 4)
SEGiiOH DO'JrS MIN
B 3'. 1S GA, 80
KEI U-BARS LOCATED
GYF'.R N•);
r6RA.. RL iS AS SHOWN
2
SI4ECT 1 .. i
J'
T
tk : Ai L F it-
fiAR nTA xM i.
Ab U-MARS SHALL BE RACZC O'fi.R NIPGRA_ BIBS AND A'
TACNED 'BiRS PRE RUGiTF HOLES APA (2) 1/4-14x5/8- CRki1'
T7TE SCRERP AT EACH Ni'ERt.AELAIET£ KHGE LOCAXON, (2) T/
4 4.H7/$< S£u DSK11:O M.P-RlESCRE'+15 AT EAC.s END CAN (
EXtCEPT BOTH U- BARS ON BOTTOM SECnCN - SEE D14TXL
B AND D xs (2' 1/4-14x5/<r CRIMP1fiR SGR.
EKS APPFOXIMATEtY MWWAT BE -34 END LE BOCK% ANO NTERIAM;
ATE MINCE LOCATION AND'l) tf4-"s4x5fb' CPLM "
YTTE SCREW A. P'HOXWA'"cLY T FROM EA'3}7 Etba'. FOR DOOR
WDTHS ER£ATER TITAN 1Y-D", THERE Si Lkd HE A OTAL
OF (29) StCRZW ATTAGt-Rt4 EACH V--BAR £CCEP T BOTH U-
HARE CM DO70M SECTION SHALL HAVE A TOTAL OF (16) SCREWSEACH, FOR DOOR ALLOTHS LESS THAN OR BUM -,TO T14£
RE SHALL HE A TOTAL OF (16) SCREWS ATi'ACHAN6 EACH
U- 8AR EXCFPT 8054 U-8ARS ON BOTTOM SECTION NONFPi ^'
URAL. DECORATIVESMALL RAVE A TOTA!, OF(i4'/ SCREES EAG;. K:TER
S+Ft{D?rM 'R{Ai 2. P'iB THE EXCEFPON OF TIP rS) R.--PJttCHE. SUL'e5 M 4 POLA'..
AR60NAlE THE TOP
OF LAC4 CND J5HD F{.R ACNRA NT OF THE ROLLER RME ND
7H£ 6) PPS--RuNOR H`wY D. IN 55s- BOTTW Of EACH END
USSR r,'sz Tt1 AT'ACNMEN. OF TN TOP 1%TTPR- AND DRAWING,
NALNOTE UT DHU):SH LE TIN LL U- G RS S ABAl' PRPJCNSi] HOLES H AL ll DA.R Sddt3_ dE ATACtN1, TO
TC, IKYA T4' Ia-14;<sfe C NIP'll SCBfVS fi C -
OARS SDA BE STAMHCD 45 APIR4XMATEs.Y 8' RQ`# EACH
END- C'ANccS
TO OEDYRAL THAT A''.'.
T' HANi cC 3AR FASIN ? -
i YE N^ CAPS
AM ION BE
AS!$R. W4w0 CENTER
YA1,'G£ AND ACDED
VER OPTICAL
SN.OI7
STRUM .CcATI'
7N NFTHCD AI OCL'.'
D MUT TO PTO N14P£'
ER. 3/H/
D A rn
DORM POSED 3GN PRESSURE
LOAUS SUPPtiRTINC Lic-
u
E AND alF.D
A,MB:R OF 5TALWRS AND
DEN'k'fi MEScAISKED
FOR kOWER DOM "
dATrNS. 3 5/
IG/oR ADDED IMPACT
x151'ANGT
TO DOER. ED MOD",
Bi(y-, D;Mll )
TUTS a TO RTE THAT
L.'Y'w£.RS NUT IMPACT
TSTAM,. 8/
bf07WOTIEC
JAMB 4GK£T
SCHEDULE FOR T OPTION,
ADDED LJiR krK DETAIL
5 EET 2. T ilt7f
METED Ad
A ' R-5LAIT
Cd AZNS,. E^ TEXAS
t'iNSF WR TO
T7L BI..T.7t. 4YOED LO
V 5 NCTF_ F:EASII
MAX 7- OHT 8'-9".
A0111 t901 Aw Rom'
N7TY4 RCF RON:
7/22/
08 MNAT£D
TITLE Rt.STOW 8/26/
10 ER3 526
T, 36Y,
AND CAER NO
TS 5/2
3/2017 5 ATC PRCSSUE,-
F RATi141GS ... <?PRO t'cD Si S C &I4h (PSF'
42 27&P MAX fi1"7 TH 6 0° SCAiE N E
A DiAdJ; 4' AD/
S5f
45
20
PAX Hoi B Dalton tnfrACTPS YCL1CRAEC (YES/HQ Y` VAX SEC N -3. ,34 . 23 TITCKFD 1/6/G8 Nn GARAGE DOORS yc)')=
5" 2fl
j9 i ^vJ/ 5 r st 2 2 I V° U'
V'So:N oT TCOR.EAO DOOR c kr4- DRfiPCWG PARTN& I REV_ 3395A]O1SONDRi:
c PEHSACOtA FLORIDA 32511
1 WINCLOAD SJDTECIt ICA7i CJN Cr 10N CODE 02-30 ..'1896C ()C
SPLICE PLATE LOCATION
SEEE- SCHEOJI-E, E
MAX
2"
VAX
2"
MAX
2"
VAX
2
MAX
MAX
CLIPS T' BE F.1 HER
P,IVF-z-"PI BOLTED, OR
MELDED. SEE DETAILS
H';S PAGz'-
J A IF,
RCA 1fc
E alio
F PE 77 4z Tx P, ii7363
s,a PRDmEc oNLY FQA
WFMXCnD DE-,O:,
DE7Al- CLIP
1 OCAFIONS SET7
RACK
13
CA Mll# C,
NTICC iNuJCIWALL ANG
I GA
M,!N CLIP SE
E q- C
HE- I j U L 113 GA
MIN CON I
INUOUS WALL ANGL-
E 2) 1/
4" X 7/16
SEM' 7 'BULAR
4V T
S — 111 CA
M,N, CLIP SE7
SCHEDULE R
S>,
N 0 I -'
F-
A MIN CONIINUOJS NA:--
ANGLE-
TRACK 3')
11/
4'-20 TRACK DR CARRIAGE
BOLT 0V!-,H
1/4'-20 NUT 7YPJCAL FLIP
aQQI''JQ
FETAL TRACK j) '/
4'
20 TRACK OR, CARRIAGE -
30,T OATH 1/
4'-20 NUT ME —11-—
Al LQUI —P EL-17ING
QUAIL 1GA MIN
CLIP IP SEE SCHEDULET -(
l) / /4"-
20- TRACK GR CARRIAGE BOLT
WITH 11/4'-
20 NUT TRACK TY-10hL
CUP
V ELDIhJG DETAIL
DESIGN PP5ESS URF`
CHART MAX DOOP MAX
PSF
9 1 -0
4-46.0 PS/-52.0 PSG 2.0 # Wayne
8'-0" -48
2, Ps0 a I t o n. AGE DOORS 1191
AIDIF01 D1111
ENSAag-A, rLORiDA
32514 7R)ACK SLPPLEVENT \r]: jARTI '85,G) 474-9;-;'0 REVSIONS P2 2
iNCH
TRACK_CU? 5 -
TFXAS WALL ANGLE 12
POOT fPDATZD E;P,
j
5/11/03 FQ UPA-ED
FOIJAAT. NCRLASW X LOWABLE PRESS'
lMs ro 46.
00/-52.DO
FISF FDR ALL :)a -OR AIDTH&
al,ANItZD -TEXAS WALL
ANGLE' 70 'C0N7WD,)S
WA-L ANGLE". ADDED
SLJ85'RATh MOUNFING DETAIL,
CHANCED TO CANGFP
FORMAT. FT) MODELS
Saco 1 .
24 OTH. OVERLAY
TRAIIX EDU- 5/21/
07UPDATED
MOO ELS FED
IN CtAR"s
AlEu SPLICE A cu.
EDU —s. 9/06/
C7 LF0A-
FE M(ANT2.
NG Ail- DRAWJNOS. UPSAIT CHARTS
TO AR'
ATE THE USE
Oc B CLIF' ',R ' FFLACFD
9 ACROSS THE 10/
24/1,7
tPPATED I= 147;NG
DETZ i
D<,`11/06
EXPANDED 1-1/2'
To B* D0Xfl, TN CKNESS
kPIT J-- 1-13
14 UPDATED TITLE cy, 5/
2/10
VPIQATK:.
Tll'LE KK.
REA10VEED CHART, V1
5")j UPDATED
71TLE DATE SHFF7
1 f
2
DRAV)!h(3 PART
NREV. 7494
2 3/41, ±1-
EDGE DIST
E60XX MIN\
1/81\ 2-24
rI72-24
M;NZ j1 hTHICK
S7EZ_j_ FC: ',4OJN7lNC0
C
5/16" x 1 ---VVA_L ANGLE
LAG SCPF W OR
QL IVA_ENT INTO
MIN 2 x P, INC 2
TRACK, CUP
SPF (G--0,42) OR
8=.--T--R AT EACH , -
I -1/4-20x9/16
HOLE 13R PA R O-_; 77RACKBOL AND
HOLE LOCA7 ONS T4-20 HEX 'OJT 1.
MOJN-',N'3 _L'2_,`QQD JAMB -D E: T A,'- STE El _-D.FiA -LMOUN7NO7C
2 3/4- QPAt-
WALL
ANGLE MAY BE MIN
EDGF DIST t- Ed TO SUPPORTING STEEL TACHVV,
lH VIN /1) 1/4-20x7/8" SELF DFLC. SCREW '
WITH C.D- WASHER AT EACH
HOLL OR PA;R OF HO'_ LCCATIONS N
LlEi O 44 318," SIMPSON'
T:
TFN t-D, 2-7/4"
VN EMBED INTC MAN 2000 DS,
CONCRETE AT EACH HOLE
OR PAIR k 'DF H01 _
ELOCAT!ONS WALL ANGLE 14-
20,x9/
16" RACK BOLT AND
1/4-201
HEX N:T TRACK Cl. P
4,'76 COU,
TY ROA, 60 jMT k C.
O 110 779 -X AF
m7Z68 pno, uil- N
1111ilijill" 4tAE
J fo
No, 77945 STATE
or-, Wayne
W`WDalton
GARAGE
ODORS, 3395 '
k-,0js0"
4 DRVL 0;RIVA 32514
1 T CHART' ... F""", TR
A 'C"K S 7 M F REVISIDN's LL
AN _E
12 FOGf DATED UPDATED FCR.
MAI,
A :REASED _LQAfARLZ
75SQFES0706.=/-52.
PSF
FOR
Dc m IM11s, AN -
XAS WALL LE'
70 ' N'J'
D 0''MOUSANar, AVIDRATEMOUNTNG FAI
etd D
ANDNORS T
4/2/07 CHANGED
FORMAT. DEC MODELS S800
D 8024
WITH OVERLAY l
8/2/07 ORCATEr,
MDDELS 7EO 7N DHARTS,
UA TEE
SPUCE & cup EOLL:
s- P 9/015/
07 jnATr
WUUNTNG TAIL ORAVMS, UPDATED
CHARTS TO
1!4NATE
T}CUSE OF
3 CLjP (REPLA,-D T
0 AOROSS THE A,
P li 24107 UnA-,
Fl,
STr 2UN-MNG
UFTNL 3 04/-;
1708 EXPANDED 7-
3/2" TO
3/a" 000 'R Ti ;
CKNESE IART LIF 110 4. HCH'
T 12/111/08 0 ADDED
IACDEL 8700 OATIC 777E
SLUDA 7 6/2/
10 1 UPDATED
TITLE OCK, RZIMUIED QHART.
T !I / , 1
5/-,z Z
UPDATED TTluc K. 0
6/15/17 5/
21/07
SHEET 2 OF 2
ORA'WING PART
ND. REV. 337494
Wayne
Dalton,
GARAGE DOORS
3395 ADUISON DRIVE
RENSACCLA, FLORICA 32514
850) 4-)4-9890
14E J K1111N\ .....
No 77945
STATE OF
P
ANAL
MINIMUSOUTH
1376M."I"T riOAE
IL Ff 7794Z TX PF 117a,,8
6" MA,T
STENER3 -FR1THRU 4
MINIMUM 2.4
STRUCTURAL GRACE
LUMBER FOR
AXtMU A17ACP112117 TO
OmO 3:mUlBjmSTRAT£ OWRD lq2X5 FOR
ATTACHEMENT TO
CONCRETE AND CIROUT
FILLO CMU, 6"
MAx I I w,
2,6 #-, FC_ HEADER LOCK ERNPINELUMBER,—
aRACKE'
2-
3/4' 2,
Z/2' SW SON -flT,N HE) CCAEtv ANCHOR
WITH A 1 1/4" WASHER ANP A
MINIMUM EMBEDMENT DEPTH OF 2-
3/4' AND A MIMMUM WGE DSTAINI,
E OF 2-3/4'% ti=
MAXVJM DESIGN LOAD CAPACITY
OF 2De5 LEIS SEE
DETAILS 1 2, AND 3 RECUVIED
FOR VFRTICAL POST
REINFORCING SYSTEMS,
DOOR
HEIGHT DOOR
WIDTH MINimLjm
2X6 #3 -+ HEADER LOCK SOU7111RN
FiN, BRACKET 4"
4.
4)
3/8' StMPSON T117,14 H3 "SCREW ANCHOR
IMTH A 1-1/4' WASHED A4D A
MiNflMUM EMBEDMENT DEPTH of 2-
34' AND A MINIMUM EDGE DISTANCE
OF 4'. Pi
0 MIN
PUM-20C EaLgffQ NQTL'
MAXIMUM DES'GN ! -CAD CAPACITY
OF 2409 u3s, MINIMUM
2.6 #3 r-T HEADER LOCK S',)
U-H-R,N PONE 8RACXET LUMBER
4"
1" 318w
D,'A. LAO SCREWS W"
fH 1-1/4" C.C' WASHFRC' LAG
SCREWS SHALL HAVE A MiNWUM ?
ENETRA7*N Of 1-
9/32 " INTO _F.13FMAIN SUPPORT
MEMBER, E
ADCAPACITY
OF 24W LBS. SHEET
I OF' 2 REV'
sioNs P17
UPDATED TITLE i
BLOCK I
ESC 6/35/1, NAME
PROFESS,
DNAL 'NGINEER'S SEAL PROVZED VILY -111 jAMB COINNFI'TION SUPPLDVENI' DRAIMNG PART ND, I REV. I" —
AI- 324620
F16
Wayne
Dalton,
GARAGE DOORS
3395 AODWIN DRIVE
FINSACDLA, FLORi-,A 32514
850) 474-98RO
KORNISH, RE
I37. co - ROAD 160
OINT H HIP
RE 77945 -X RE '117558
FROF-VISCRA, CIIGIINEERS SFK, Ppomm y
VE:Vl.'Ar,DN OF WAC-DA, -ISTRUIDON XTAt
MIN 2500 PSI CONCRETE
U,QZZ' MAX ALLOWABLE FASTENER
LOAD MAY - EXCEED THE DESiGNXLOADOFTHESTRJCTURERESIGN
OF SUPPORTING STRUCTURE SHALL
BE THE SOLE: RESPONS51UTY OF
THE PROFESSIONAL OF RE'-OFD)--}
FOR THE STRUCTURE
va' simpsION n—LN HD,
2-3/4!' MIN EMBED. MIN
6 ' BETWEEN JAMB
BRACKET LliCATION ----
2 3/4'
EDGE I
AMB BRACKET —
TRACK 30-1 -- AND
1/420 HEX mu
tRA----K —
MaEal-ryJCRF'TK Mtll_hf, IYFTAt.
3 KO
S-VA75 OF
S/ONP\
MIN 2 . 4 SPF (G--0,42) OR 9E77ER INALL STUD
N= MAX ALLOWABLE FASTENER LOAD MAY
FXCEFO THE DESIGN LOAD OF THE STRUC-iVRE.
DESIGN DF SuPPOR-IING 5TRUCTURE SHALL BE
HE SOLE- RESPQNSISIUT' OF THE PROFESSIONAL
OF RECF-0 FOR THE S7RU
liC,0 BAC,' INTERIOR I"
SHEA
5/16' LAG SCREW MOTH
1-9/32* EMBED IN CENTER DRFF/jSTUD i !FDR EACHDR 'A'
JAMS ERA,-KET i QCA'11;N
JAMS PRA', KET
4-20x2/, V
TRACK BOLT AND
4-20 HEX NUj
TRACK
SHEET 2 OF 2
JAME CONNECTION SUPPLEMENT
R E V] si 0 N S
P17 LFDATED TITLE
BLOCKESCE/15/17
1 DATE _L_,N'AME
4 , 10 13
F D
DRAWNG PART NO. RE".
324620 P-16
1 /2/2018 Florida Building Code Online
BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stars & Pacts Publications FBC Staff BCIS Site Map Links Sear
Product ApprovalbprUSER: Public User
112la i<l:.:'_4Y..t_r".'S'414t > °rS?Cts. .s.r A Ii 1 r7 Err , > 3;13,n _,_Tt > Application Retail
FL # FL19715-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
651)264-4178
Nicholas. Kapp@andersencorp.corn
Authorized Signature Nicholas Kopp
Nicholas.Kopp@andersencorp.com
Technical Representative Jon Bernan
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732)435-1000
aonberrian@sibp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FF1971 R3 QOI CCiIilyr9ir
standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1996
ASTM E330
TAS 201
TAS 202
TAS 203
YqAX
2011
2008
2005
2012
2002
1994
1994
1994
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOvADgtvA°/a2bxmzk1 hGufBV5nRNMfoIDM5dliG3i0CYhzgZSGo1 vg/3d"/o3d Im
Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 06/16/2017
Date Validated 06/16/2017
Date Pending FBC Approval 06/22/2017
Date Approved 08/08/2017
Date Revised 12/18/2017
7VVV% Model, Number MN.m. Description
19715.1 Series 2900/4900 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ* Yes
Impact Resistant, No
Design Pressure; N/A
Other: See Installations Instruction,; and Product Evaluation
Report for design pressure tables and limitations of use.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other. See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
19715.3 Series 70 Model 2127 Single Hung
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
19715.4 Series 70 Model 2127 Single Hung
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See Installations Instructions and Product Evaluation
Report for design pressure tables and limitations of use.
Extruded Vinyl Single Hung Window
Installation Instructions
EU197-1
Verified By: Hermes F. Norero, P,E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
EL19715--R3-AE--RERlaZ5-55-201-7-Q5l14.p_df
Created by Independent Third Party: Yes
Installation Instructions
FL pdf
Verified By: Hermes F. Norero Florida P,E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Fi-971__B3__&E_PER4aQZ-5S-2D!7-0 4,
Created by Independent Third Party: Yes
Extruded Vinyl Single Hung Window
Installation Instructions
Verified By: Hermes F. Norero Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Extruded Vinyl Single Hung Window
Installation Instructions
ELI-9 7 15-
Verified By: Hermes F. Norero Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Contact Us :: RhQn&—B59-4k7--1jL24
The State of Florida is an AA/EEO employer. C.Dpyriql-ij -2--00i7,2Qj tale gf FlQrld:: Enyp Ik i i_ily an n:: BgLn rn
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 sen
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
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under, Chapter 455, F.S. must provide the Department with an email addi
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 M5
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 licei-n
under Chapter 455, F,S., please click f.bQr_e
Product Approval Accepts:
0j *Pq EHI M
https://floridabuilding.org/pr/pr_app_dti.aspx?parani=wGEVXQv,/tDqtvA`/`2bxmzkl hGufBV5nRNMfolDM5dhG310CYhzgZSGolvg%3d%3d 212
ONE (11 INSTALLATION ANCHOR IS REOUIRED AT EACH ANCHOR LOCATION
SHOWN,
THE NUMBER OF INSTALLATON ANCHORS DEPICTED IS THE MINMUtl
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED,
INSTALL INOR'01;A: 91`15TALLATJCW ANCHORS WTHFN A TOLERANCE Of t1j"
1 HCH THE DEPICTED LOCATION & SPACNG, IN THE ANCHOR LAYOUT Dt-TAJ_S
I.P., WITHOUT CQNSIDZRAT:CIN OF T OLERANCES), TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT,
Stii'M AS REQUIRED A- FACM'NET,,LLAT:ON ANCHOR WITH c' EDAE N
SH'"(S), MAXAlUM, ALLOWABLE SHIM, ST4CKTO BE 3/S INCH. S4jMVHERE
SPACE OF 1/16 INCH OR GREATER OCCURS. SH9VjS) SHALL BE CONSTRUCTED
OF HIGH, DENSITY PLASTIC OR BETTER,
FIN INSTkLLATHDN; FOR INSTALLATION INTO WOOD FRAFAING USE !8 W000
SORsWfl OR VE GAilGt RGC)FlNGNkL5 OR 10d COMMON NADER OF !LUFFICiENT,
LENTH TO ACHIEVE J-312 INCH WOOD SUaSTFATF,
INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE, FIN
INSTALLATION: FOR INSTALLATRDN INTO METAL STUD USE LB IF
F-_APPPiNG CRCT SNOF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 FIRA0BEYONGMETALWALLINSTALLATIONSHALLMAINTAiJI, MIN.
3/3' CODE DISTANCE, THROUGH
FRAME INSTALLATION: FOR LNSIALLAUGN INTO WOOD FRAMINC, USE
1-V2LNCH NIFNIPALiM
EMBEDMENT YtOOD SUBSTRATE, THROUGH
FRAME LN6TALLAT*N:FOR INSTALLATION THROUGH jXBUCAjO CONCRETE/
IVIASONRY, OR DIRECTLY INTO CONCRETE ' INIA501YRY, USEL/16 INCH 2X,
MET ER IT-W TAPCONS OF SUFF,10EFIT LENGTH TO ACHIEVE :-1/4 INCH MNtMVFX
EMBEDMENT. JNSTA,'LA7,0N SHLAU, MAINTAIN MIR. I 3/4"EDGF DISTANCE.
THROUGH
fRAjNlE INSTALLATION: FOR M5TALLATON INTO METAL STUD USE 010
EEL --TAPPING SCREWS Of SUFFICIENT LENGTH TO ACI,VE A MINIMUM 013 _
rHREADS PENETRATION BEYOND METAL WALL MINIMUM,
EMBEDMENT AND EDGE DWANCE EXCLUDE WALL FI,%SHES, INC—
UDING BUT NOT WAFTED 'To STUCCO, FOr,A, PRIa VENEER, AND SIDING, INSTALLATION
ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RIESS TANT COATING,
SILVER
LINE BUILDING PRODUCTS SERIES
290014900 EXTRUDED
VINYL SINGLE HUNG WINDOW NON -
IMPACT) S
1.
THE PRODUCT SHOWN HEREIN 15 [R,SGNkDAND MANUFACTURED
TO COMPLY WITH THE GTH EDITION FUORiDA
BUILDING COD' (FBCL EXCLUDING HVHZAND HAS BEENB
e- EVALUATED ACCOk, NG TO THE FOLLOWING, AAMA/
WDMAJCEA lGIY,.S,21A44O4)E1l1 2,
ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/
MASONRY. ZX FRAKAtNG, AND METAL FRAMING AS
A F4A,N WIND FORCE RESiSTiNG SYSTEM CAPABLE OF AND
TRANSFERRING APPLIED PROD XKT LOADS
TO THE FOUNDATION 15 THE RESPON&aILITY OF THE ENGINEER
OR ARCHTFC-T Of RECORD FOR THE PROJECT OF INSTALLATION.
3.
IX AND ZX 61,CKE MEN USED) SHALL BE DESIGNED AND ANCHOREDAS SPECIFIED
HEREIN. REFER TO SHEET & FOR FURTHER DETAILS
OF BUCK INSTALLATION. 4. THE
INSTALLATION DETAILS DESCMDED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. F SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
EFK JNER OR ARCHiTECTSHAUL PREPARE SiTE SPi0FIC DOCUMENTS FOR
USE WITH THIS DOCUMENT IN NON HYVHZ AREAS,
A HVKZ AREAS, OPIE TIME PRODUCT APPROVAL TO BE
OBTAINED rROFA MIAM,DADE RER 09 AHJ' HIS PRODUCT
IN
AREAS REOLIRJNG IMPACT RE95TANCE, 6, WINDOW FRAME
MATERiAU PLC FOR HOLLOW & _C`
FX AND GROUT FILLED BLCCK, DO NOT ASTAL, 7. IN ACCORDANCE WITH THE 6TH EDITION F3C,LVCl0D INSTALLATION ANCHORS INTO
MORTAR JOINTS. EDGE DISTANCE IS MEASURED GO AVUL(INENTS SHALLHAVE BEENPRESERVATNE TREATED FROM FREE EDGE
OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAPTER 21
INSTALLATION ANCHORESHALL BE
Rb!U ALLEO A ACCORDANCE W;TH ANC}fOR 8- GLASS MEETS THE R[aL,;REMEBUS OF ARTM E 13RO MANU€ACTJRZR'S INSTALLATION
INSTRUOTJ".ONS, ANDANCHORS SHALL N07 BE CLASS CHARTS. SEE SHEET C, FOR GLAZING DTAILS, USED IN SUBSTRATES WITH STRENGTHS
LESS T RAN THE MHbMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER,
INSTAL,Al *N ANCHOR CAPACITIES
FOR PRODUCTS HEREIN ARE RAGED ON SUBSTRATE MAT FBALS WITH T,
17 FOOOW`JNB PROPERTIES. A. WOOD MINIMUM SPECIFIC GRAVITY
OF 0.55. B. CONCRETE _E.NN'tMutA
COMPRESSIVE STRENGTH OF 3000 P9. C SROLU-',tLLEO CMU- UNfTSTRENGTH
CONFORMS TOASTM C,90 WITH EI 'AIN'I'Aulm CAIRRE5EVE
STRENGTHOF2000PSTAIROGROUlCONFORMSTO A57M C 476, fAjN;MUMGROUTCOMPRESSWESTRENGTHOFZEISSPsi. D, ROLU)IN BLOCK CMU -
UN17 STRENGTH, CONFORMS TO ASTM C-90 WITH N4,NFAUM COMPRESSIVE STRZNG-01
OF 2DG0 PS, F. 57FEL-MINIMUMY',ELDSIPEP'GThD;
33KSt, MINIMUM WALL THICKNESS OF 47,8 MIL 10,
0476' , 18 GAUGQ. M,N, VZ' EDGE lXSTANCE. ALUMINUM- VNINIUM ALLOY 6063-T5.
MINIMUM'WALLTHiCIT4ESS OF 1/261. MINI i/2"
EDGE DISTANCE. MAX GIVE SIZE WIDTH HEFEkT
GONF:IG. DE5TDN
PRESSURE a
FX 35/-
35P5F
NON
ZMPAC7 E6' O/X 50 / -50
RSF IMPACT 74' O/X 50 / -50
PSF NON IMPACT 77' OIX 35/-35PSF 4ON
IMPACT A&- 62- 7Z" OIX O/
X
On'
PSF
35
t -35
PSF NON
TmpAcT NON IMPACT O/
X 20
20 PSF
NON IMPACT Z OIX 25 1,25
PSF
NON IMPACT 36- 75- 0/'X (ORIEL} ,
15 -35 P5F NON EMPAIT 961, li O/X (ORIEL}
20 -20 PSF NON IMPACT 72' 62' OIX OlX'35
35 PjT NJONITIMAPAC7 72' 84' O/X O/
X 3 5L T35 P _5f NON lv?ACT 76, BE. 62* X-OIX
50 -50POP NON IWAL 1 76' j 72' 50 -
50 PSF I NON TMPALT 76' 77. O/X-O/
X 25 -25 PSF I NON IMPACT 9,6. 1 74. 74'
62' O/X-
O/
X
O/
X-O/X 35
1 -35 PER 1
30/ 30 PSF NON MP
NON HLON IMPACT
Joe- 17/_
x-G"
xO"x 50 -51, PSF NON T,APACT 7108;7 7z" O/X-
O/X O/X 50 -50 PSF I NON IMPACT aoa _42w!= 84, O/X-
O/X-O/X 25 -25 PSI : WN :MPACT 1 DIPtOy DAIP,1 47 A-
P
1b5y bl—' I- -,I$ F N.w.. P,L
FL57P- I—IJypra-Q e-
a_- 5FL#191 Sil vertjnte en enz
Z 3:-
3 m
m 'Uz
z
MAX, FRAM
HEIGHT 9f
MAX- Fk
MAX. FRAME
Wrt)TYi 48"
ELEVATION
15N LE HUNG W JNDOW
MAX. FRAME
Wami 96-
ELEVATION
TWIN--STN61E HUNG WINDOW
QUALIFIED CONFIGURATIONS
RATING$, SINGLE UNITCONFIG3RATION5
ARCHTOP CONFIGURATIOM FOAA 2 024902
RARNGS, TWIN UNIT CONIPIGURATtGNS
MAX, FR.
HEIGHT
L
MAX FRAN
HETGHT9fi
MAX. FRAME
WIDTH 48-
ELEVATION
SJM U HUNG OfIJELVANDOW
MAX. FRAME
WTI)TH 108,
TRIPLE SINGLE ZNG WINDOW
Silver Line
L7Noerscn
Li xC
8 3
pp Z
Lu
z
3Z
z :. fi
T, U Z
fJ n
mnzm
2" MAX,
FROM
CORNERS
I' MAX,
2' MAX. FROM 1I— 6',11AX,
FROM 41/2'MAX CORNERS 04
O.C.
4 I/Z" MAX.
6' MAX,
2' MAX.
FROM
CORNERS
L----
Zm:=
2'MAX, 4i _1 4 U?'MAX, 1" MAX, FROM
KAD A, AND %LL O.C_ FROM 6" MAX,
CORNERS
CORNERS
Q.C.
ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT
NAIL FIN . SINGLE HUNG WINDOW NAACTJTV TWIN —SINGLE HUNG —WINDOW AN. RN - TRUKE SINGLE HUNG WINDOW
ill, MAX
6" MAX,
FROM ZT MAX
O.C.CORERS
6" MAX.
RC )'M --
COPI'L.RS;
T_
20" MAX.
O:C.
6" MAX.
FROM
CORNERS
T_
I
16 1/2' MAX.
fi
6" MAX..
FROM
CORNERS
2I V4 MAX
O.C.
6" MAX.
FROM
CORNERS
I 11Z'MAX
ANCHOR S'MA? 6- MAX.
P/N 50-2995-2 FRL)m
SEE SHEET 5 FOR DETAILS CORNERS
ANCHOR LAYOUT
THROUGH PRAME-TWIN SINGLE HUNG WINDOW
12'MAX,
P/N 50-2995-2
SEE 5HEET 5 FOR DETAILS
ANCHOR LAYOUT
THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & ZX
WOOD BUCK BY OTHERS
ZX WOOD BUCK BY OTHERS
SEE SHEET 6 FOR
CONNECTION DETAILS
8 WOOD SCREW
INSTALLATION ANCHOR
ji EXTERIOR FTNf'I -H
SY OTHERS
PERIMETER
SEALANIT
BY OTHERS
UNIT
HEIGHT EXTERIOR
SEE GLAZING
DETAIL. SHEET 6
1212"MIN.
EMBEDMENT
No=
rB-", ' VERTICAL SECTION
HEAD - 2X WOOD BUCK
NAIL FIN
SEE r ,LAZLNG
DETAIL, SHEET 6
EXTERIOR
C.A.
UNIT
HEIGHT
PERIMETER
SEALANT
aY OTHER$—'\
EXTERIOR FINISH
BY OTHERS
AtB WOOD 50REA)
1,NSTALLATIONANCHOR
X WOOD BUCK BY OTI-iERS
SEE SHEET 6 FOR -
CONNECTION DETAILS
CAULK BETWEEN
CONCRETE/ MASONRY & ZX
WOOD BUCK By OTHERS
3/8* MIN,
EDGE 01-5T,
1/4' MAX
SHIM SPACE
1/4 MAX
SHIM SPACE
3/8- MIN, j
EDGE DIST,
CONC-AZTE/ MASONRY
BY OTHERS
EMBEDMENT
VERTICAL SECTION
U- SILL- 2XWOOO'8UCK
NAIL FIN
1/4" MAX,,
5HLM,5PAOE
SASH REINFORCING
SEE SHEET 6 FOR REQUIREMENTS MIN, 3 THREADS
SEE GLAzIw' PENETRATION BEYOND
DETAIL SHEET METAL sTRJ cukE
SEI-F-TAPP-NG SCREIN
INSTALLATION ANCHOR
METAL, 5T1D BY OTHERS,
L---5EE SHEET I INSTALLATION
NOTE 24
5.
EXTERIOR FINISH
BY OTHERS
E.IMETE. SEALANT
By OTHERS
EXTERIOR
0,A,
UNIT
vVIO'IIH
MIN. 3/6'EDGE DISTANCE
rC---,, HORIZONTAL SECTION
MAIL RN
Silver Line 1
L-Aiidktrson
O
7
0
rj
Z
I
11
oJJi
TMR-"
DWG #1
SW0002
SHEET: 4 OF 6
910 WOOD SCREW—
INSTALLATIONANCHOR
CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN a.
CUNCRETE/MA5ONRY
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O,A. EXTERIOR
JN1 T
HEIGHT
SEE GLAZING
DETAIL, SHEET 6
3/4" MIN,
EDGE DISTANCE 2X WOOD BUCK/STUD By OTHERS
MAX.. SEE SHEET 6 FOR I1/4—,
CONNECTION DETAILS SHIM SPACE
SASH REINFORCING
SEE SHEET 6 FOR REQUIREMENTS
SEE GLAZING
1112" MIN- DETAIL SHEET 6—\
EMBEDMENT
INTERIOR
33 1/4' MAXSHIM $PACE
INTERIOR
VERTICAL SECTION
HEAD - 2x WOOD Bucy
THROU(;H FRAME
SEE rLA=?,*
DETAIL, SHEET 6
EXTERIOR
O.A.
Jf
UNIT
HEIGHT
PERIMETER SEALANT
BY OTHERS
INTERIOR
ANCHOR STRAP, AT TWINS
F
TRIPLE CONFIr, 0,,R_Y. SEE
PLAN VIEW -ANCHOR STRAP
P/N 50-2995-2)' DETAIL AT
i it RIGHT FOR INSTALL. REQ,
1/4' MAX
SHIM SPACE
EXTERIOR FINISH
1/4, MIN.
is a
BY OTHERS
EMBEDMENT
PRECAST SILL
BY OTHERS 1
3116'rrev TAPCON
INSTALLATION ANCHOR -." !"'-«" c <I
f 3/4- MIN'
EDGE 315TANCE
r VERTICAL SECTION
SILL - CONCRETE/MASONRY
THROUGH FRAmE
EXTERIOR
O.A.
UNIT
WIDTH
AAIN. 3 THREADS
PENETRATION BEYOND
METAL STRVCTUAE
MIN, 1/2" EDGE DISTANCE
910 GR. 5 SELF -TAPPING SCREW
INSTALLATION ANCtiOR
METAL TVBE/STL)D OR APPROVED
MULLION BY 0-1 HEA5,
SEE SHEET I INSTALLATION
NOTE 14
PERIMETER SEALANT
BY OTHERS
E:. IZON7AL SECTIONO
5,) JAMB - METAL TUBE/STUD OR APPROVED MULUON
THROUGH FRAME
5) 1*14 PA1'XAKF HEAD
SCREWS FROM STRAP TO _
4MO0-----j_4 00FRAME, HOLES PROVIDED
TO ACCOMOOATE #14 DIA 2M00__?.oOoo
0,500
7U6zo4
05000(2)
JUV) INSTALLATION ANCHORS
FROM ANCHOR STkAP70
PLAN VIEW - ANC l OPENING. SEE ANCHOR
REQUIREMENTS BELOW.
1 ANCHOR S—RAP ANCHORING REQUIREMENTS:
A. FOR ZN57 ALLAT ION TO CONCR- /MA NRY, USE (4) 3/116" I7W TAPCONS
PER 5 TRAP, MIN, 1-1/4' EMBEDMENT, MIN. 1-3/4' EDGE DISTANCE,
B, FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRILLINGSCREWE'
6k 5, PER STRAP, MIN. 3 THREADS PENETRATION, MIN, 3/4- EDGE DISTANCE
C. FOR INSTALLATION TO WOOD, USE (4) 410'NOOD SCREWS PER STRAP. MIN.
1-1/2' EM8EOMENT, MIN. V EDGE DISTANCE,
Silver Line
T. a4-PwJce 1 0eva2
7-
V, 2 uj
t ','=
71.1
I
I
j I Io
z
7-
o; Z
DWG #1
5WD002
EXTERIOR
IN? ERIOR
j—
INTERIOR
LARG-E'FAAMESMALL' FRAME
REINFORcTNG EXTERIOR REINFORCING
SEE BELOW FOR kETNF, SEE BELOW FOR REINF
REQUIREMENTS PEQUIkEMEN75.
H . HORIZONTAL SECTION
6 .....
7 .
L _ ALUMINUM SA5H REINFORCING
I$ REQUIRED FOR THE FOLLOWING SIZE/PATrN($:
48 X 72, (C/X), DESIGN PRESSURE 35 P5F
36 X $4, (OIX), DESIGN PRESSURE 35 PSF
38 X 74, (OIX), DESIGN PRESSURE -1- 50 PSF
38 X 77, (O/X), DESIGN PRESSURE /- 35 PSF
72 X 84, (OIX-OIX), DESI&NIPPESSURE 35 PSF
76 X 72, (OIX-OIX), DESIGN PRESSURE 50 PSF
108 X 62, (O/X-O/X-C/X), DESIGN PRESSURE >/-50 PSF
108 X 72, (O/X-O/)<-O/X), DEIGN PRESSURE ./-50 PSF
STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING
IS NOT REqVIRED FOR THE FOLLOWING SIZE/RATINGS:
76X62,(O/X-O/X),DESirNPRaSSUkE-/-35PSF
01 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING
IS NOT REQUIRED FOR
76X62,(O/X-O/X),DE$1CNPRESSURE ,/-35PSF SilverLjne
Anderseen
AL,
GLAZING CONFISVRA77ONS SHALL COMPLY 1 WITH
SAFETY GLAZING REgUIREMENTS OUTLINED
rNCURRENT FaCANOASTME.1300 GLASS LOAD
RESISTANCE, 5/8-
O.A. 1-6. GLASS EXTERIOR INTERIOR
N N
GLASSI LrTE
Ill z I/8'
SETTING BLOCK / z GLAZING DETAIL
I V) z
7ae
1,
LOCATIONOFSUCKORWINDOWANC#4ORS MAY AD,TU5TED
TO MAINTAIN I'MIN. CENTER TO CEN —iER SPACING BETWEEN
ANCHORS SUCH THAT MAX, O.C. SPACING SPECIFIED
15 NOT EXCEeDED, RUCK MAY
BE FLUSH V) WITH
FACE
OF THE SLOCK. 1/4'
ITW TAPCON ANCHOR 4' FROM
CORNERS 16"mAx-
O.C. T-HEREAF-Ek 2X WOOD
BUCK OF SUFFICIENT DEPTH To
FULLY SUPPORT WINDOW FRAME,
By OTHERS
11/4'
MIN , 7PABERME NT
EDGE DISTANCE 21'
MIN.
EDGE
Ag DISTANCECONCRETE/ MASONRYe we
BY OTHERS SUCK
INSTALLATION DETAIL
KY j Z:*
Owc, 4:
SWI)
002 SHEET-,
L. OF
6 h
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954,744,4738 FX
contact@ buildingdrops.com
Product Evaluation Report
M
Silver Line Building Products
Series 2900/4900 — Extruded Vinyl Single Hung Window
Non -Impact)
Florida Product Approval
FL# FL19715
Report No. 4875
6"' Edition Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
I — D (Engineering Evaluation)
Windows
Single [Jung
Series 290014900 Single Hung Window
PVC
See Installation Instructions, SKD002
Prepared for:
siher Line Buildi1w Products
One Silo erfine Dit%
Nortli BrunsNNick, NJ 08902
Prepared by:
lernies F. Norci-o, [I.E.
I'lorida Professional 1,Ingineer 4' 73778
Date: 06/14/2017
Contents:
Evaluation Report Pages I -- 4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.06,14 21:54:09 -04'00'
S F 0
tN / 7W
9
OW
fONAU` 4®®
Herrnes"PWMM, P.E.
Florida No, 73778
BUILDING MORI!
A Perfect Solution in Every Drop
Certificate of Authorization: 29578 1
Manufacturer: Silver Line Building Products
Compliance Method: State Product Approval Method (l)(d)
Product Name: Series 2900/4900 Single Hung Window
FL#: FL19715
Date: 06/14/2017
Report No: 4875
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method Id of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Hermes F.Nuren\P£does not have nor will acquire financial interest |nthe company manufacturing
or distributing the product or in any other entity involved in the approval process of the
product named herein. This
product has been evaluated for use in locations adhering to the 6 th Edition Florida Building Code.
See
Installation Instructions SVVDODZ signed and sealed byHermes F.Novero,P,E.(FL #7]778)for specific use
parameters. 1. This
product has been evaluated and is in compliance with the 6 1h Edition Florida Building Code, |the "
High Velocity Hurricane Zone" (HVHZ). J Product
anchors shall beaslisted and spaced osshown ondetails. Anchor embedment into substrate material shall bebeyond
wall dressing orstucco. 3. When used in areas
requiring wind borne debris protection this product complies with Chapter 16 of the 6
1h Edition Florida Building Code and does require an impact resistant covering. 4 Site conditions that
deviate
from the details nfdrawing SWDD02require further engineering analysis by licensed engineer or registered
architect. S. See Installation Instructions SWD002 for
size and design pressure limitations.
BUILDING FL#: FL19715
Date: 06/14/2017
APe ect Solubon|nEvery Drop Report No: 4075 Certificate
nfAuthorization: 2gs78 Quality Assurance:
The manufacturer has demonstrated compliance of window products in Accordance with the
Florida Building Code and State Rules for manufacturing under a quality assurance program
audited by an approved quality assurance entity through Window and
Door Manufacturers Association (FBC Organization #: QUA2515), w AAMA/
VVDK4A/[SAIU1/ilZ/A448'OQ/Il l. Product
Testing performed byArchitectural Testing FBCOrganization #TSTI558) Report:
Dated: B9241.01-
I09-47
5/18/2012 0323.02-I09-47
3/I7/2014 0375.01'I09-47
3/11/20I3 0328.0I-109-47
1/03/2014 C7074,01-109-47
6/17/2013 C7075.0I-109-47
8/I6/2013 9952.01-109'47
8/30/2013 D935&01-109-47
9/17/2014 D9957 01-109-47
9/16/2014 D9964.0I-109'47
1/05/2015 E5610 0I-109-47
3/05/2015 E561I.01-109-47
3/03/2015 E561Z01-109-47 5/
07/2015 E7244.01'109-47
6/16/2015 E7250 01'109-47
6/16/2015 E9219.01-109'47
I0/21/2015 E9220,01-I09-47
10/21/2015 E9223,01-109-47
10/28/20I6 2. Quality Assurance Window
and Door Manufacturers
Association FB[Organization #:{lUAZ515) I
PVC profiles meet
requirements ofVVDMA/HaUK8arkVVD`61inaccordance with AAK8A30 Hermes F.
Noneno, P.
E. Florida No. 73778
BUILDING FL#: FL19715
APerfDa
Perfect
v n/ro ~ tc
06/14/20I7 Cemh'
ztcofAuthorization: z9578 ReportNo:4875
Installation: 1.
Approved anchor types and substrates are as follows: Nailing Fin
Installation: A. For
two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing
Nails OR 10d Common Nails type wood frame anchors of sufficient length to
achieve minimum embedment of 1.50" into wood framing. B. For
steel stud substrate (Min 18 Ga,, Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors
ofsufficient length toachieve minimum 3 threads penetration beyond steel structure. A, For two
by (
2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50" into the wood substrate. B.
For concrete (K4in.
fc=38OOpsi) ormasonry (Conforms toASTMC98)substrate where one by (IX), non-structural, wood
bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of
sufficient length to achieve minimum embedment of 1.25" into concrete
or masonry. C. For concrete (Min. fc = 3000
psi) or masonry (Conforms to ASTM C90) substrate where woodbuck|ngioNOTemp|oyed,use3/1G^diemeter|
TVVHVVHTapcon1ypeconcrete screw anchors of sufficient length to
achieve minimum embedment of 1.25" into concrete ormasonry. D. For steel stud
substrate (Min
18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length
to achieve minimum 3 threads penetration beyond steel structure. Refer toInstallation Instructions (SVVDOO2)
for anchor
spacing and more details ofthe installation requirements. Refer to Installation Instructions (SWD002) for anchor
spacing
and more details of the installation requirements. Hermes F. Nunen\ P.E. Florida No.
7377O
ACME, 31-1110
BOS Home Log in 11 User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links Search
d'
la
Product ApprovalbUSER: Public User
Er—,AIEL,AJIPEoval jKLu > Product > ApUl —atwn List > Application Detail
FL # FL13192-R5
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. 250
Mission Viejo, CA 92691
909) 349-2927
pingsherig.zhu@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheiig,zhu@janieshai-die.com
Technical Representative Pingsheng Zhu
Address/Plione/Email 10901 Elm Ave,
Fontana, CA 92337
909) 349-2927
pingsheng.zhu@jai-neshardle.com
Quality Assurance Representative Pingsheng Zhu
Address/Phone/Email 10901 Elm Ave.
Fontana, CA 92337
909) 349-2927
pingsh(.,ng.zhu@jai-neshat-die,cory)
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 Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Southard, P.E.
Validation Checklist - fiardcopy Received
Certificate of Independence 1-11,31,92 R5 CO1 _R10 In le, -,,,n f
Referenced Standard and Year (of Standard) 5tAndarA Y—ear
ASFM C1186 2007
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 08/09/2017
Date Validated 08/25/2017
Date Pending FBC Approval 08/28/2017
Date Approved 10/10/2017
Summary of products_
FL # Model, Number or Name Description
13192.1 Cemplank Lap Siding Ifiber-cement lap siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: For use in HVHZ install in accordance with NOA 17-
0406.06
13192,2 1 HardiePlank Lap Siding
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure, N/A
Other: For use in HVHZ install in accordance with NOA 17-
0406,06
131.923 1 HardieShingle Individual Shingles
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ*, Yes
Impact Resistant: N/A
Design Pressure, N/A
Other:
Installation Instructions
fLj3j9Z__R5 11_Ce-Pignk-LsLalLad n ) fq- - q
EL1_312.Z_R5_1j IjR RIO-26S7-17 P ankStILn le tQjCM.g f EL_
13192_R_5fiA _jL_fR31Q-2 IL -_I lar kWSPShe@ttItn of Verified
By:
Ronald I. Ogawa 24121 Created by
Independent -third Party: No Evaluation Reports
FL131 R
AE ER RIO 17 Plank L6 13- _nk t'VooA_Metal Frarne , df
H_13192_
B 5 LUIL92 Rf
L_LE _NQA_jL04D_6QLjdf Created by
Independent Third Party: Yes fiber -cement
lap siding Installation Instructions
EL131922—M-
11 —ERRIO-Z6-8317 Pte—nkwood _Metal Foanrnj_.Piiff EL-13192-
R-5-1 LLLjjU R5
11 Hari g_E]Dnk-J Lstal ELIIIR_E5_!
LM8_17-0,IQ Q pJf Verified By:
Ronald 1, Ogawa 241.21 Created by
Independent Third Party: No Evaluation Reports
ELL3,L9Z_
FL5__AE ER 11LO-261 _Ij Plank Wood Metal M FrArne.
pdffU3 122
FL5AF ER Pl, ALE RIQ-
M tj- a ejsthiij p f EL 7R
1- 0(6QLP_f Created by
Independent 1-hird Party: Yes fiber -cement
individual cladding shingles Installation Instructions
ELL-Lia4L231
11 Ie'ol EL4m.adff
ELI jgtioLi_
pdf Verified By:
Ronald 1, Ogawa 24121 Created by
Independent Third Party: No Evaluation Reports
FLIJ319L_B
LAE L jng e V= I I Ui! Created by
Independent Third Party: Yes 13192A HardieShingle
Panel fiber -cement notched shingle panels (straight edge, staggered I edge, half round edge) Limits of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
N/A Design Pressure:
N/A Other; Installation
Instructions
f[ar _
f, e 11d1f EL12122-T
511 11R. P ELUMLEL, 11
Verified By:
Ronald I. Ogawa 24121 Created by
independent Third Parry: No Evaluation Reports
EL -1-
LI _92 _E5—A a-5-- 17 3 _hj n-o -Ie _Yvl _N1 1-1
am
FL13Z_JRS,JEJR PO11"Z_Ra Lk5 Created
by Independent Third Party: Yes 13192.
5 Prevail Lap Siding Limits
of Use Approved
for use in HVHZ: Yes Approved
for use outside HVHZ. Yes Impact
Resistant. N/A Design
Pressure: N/A Other:
For use III HVHZ install in accordance with NOA 17- 0406.
06 fiber -
cement lap Siding Installation
Instructions Lletal
FLan -_p I ofEL-
1-3 1 _R5_ -,pdf LI-_
13192 a5 I QtLLL1319
Z _R5 _1IN0A 11 040C) _06,,DLI( ELLM2
R_5__jI _Prevail tLag o ) jtig:j.c t-or Ip Verified
By: Ronald 1. Ogawa 24121 Created
by Independent Third Party: No Evaluation
Reports EFL13:
L92JR5 AEL _E_RKQ-2_6_3: 1 1pri Wood Mg -3 _ _ E-
rA---q-, p d _jEL131_
92 _R5 A_FER Rill-2 L)L7-IZ aajk - rnngle,IQ (,IpAf FL13
R5 AR R! LQ_26 38 17 Plank _IVSP5hjgAt3 in . R
Created
by Independent Third Party: Yes 60
E l r ton It h , F 99 phone: 850-4 - 8 Q_U R_ 97, _02A The
State of Florida is an AA/ELO employer.;o ri ht 2RD 7-2Q13,jt_it, Florida P_ay u' tmen AgS,5sibili_nq Refund Stare Stareg. at Under
Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail
to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, *Pursuant to Section 455.
275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS, rust provide the nopartment with an email address if they have one,
The emalls provided may be used for official communication with the licensed. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click b&M, Product
Approval Accepts: M
W] *a El M Credit
Card Safe
For use inside HVHZ:
o Prevail Lap Siding fastener types, fastening schedule, and installation shall
be in accordance with the Miami -Dade County Florida NOA 17-0406.06.
Consult the HardiePlank product installation instructions on the follow
pages for all other installation requirements.
For use outside of HVHZ,
o Prevail Lap Siding fastener types, fastening schedule, and installation shall
be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-
2687-17, or RIO-2688-17. Consult the Prevail product installation
instructions on the follow pages for all other installation requirements.
PREVAIL
MULTIFAMILY SIDING PRODUCTS Lap Siding
South
7_ti:
INSTALLATION REQUIREMENTS - PRIMED AND FACTORY BUILT COLOR TREATED PRODUCTS EFFECTIVE FEBRUARY 2010
SMOOTH - TEXTURED
IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND
THE MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM
PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.
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 corners from
breakage. The manufacturer is not
responsible for damage caused by
Improper
storage and
handling of the
product.
A cLITTING INSTRUCTIONS
OUTDOORS
1, Position cutting station so that wind will blow dust away from user
and others in working area.
2. Use one of the following methods:
a. Best: i, Score and snap
it. Shears innarwal, electric or pneumatic)
b. Better: i, Cost reducing cii color saw equipped with a
HardielikideN saw blade and HEPA vacuum extraction
c. Good: i. Dust reducing circular saw with a Hardrehlace saw blade
only use for low to moderate cutting)
INDOORS
1. Cut only using score, and snap, or shears (manual, elect or foriumatir).
2. Position cutting station in well -ventilated area
NEVER use a power saw indoors
NEVER use a circular saw Wade that does not carry the Hafedblade saw lade Vademark
NEVER dry sweep - Use wet suppression or HEPA Vacuum
Important Note: For maximum protection (lowest respirable dust production), the Manufacturer recommends always using'Best%levol ortlog methods where feasible.
NIOSH-approved respirators can be used In conjunction with above cutting practices to further reduce dust exposures. Additional exposure, infarrmfor, is available
at www.prevailsiding,com to help you determine the most appropriate calling method for yorejob requirements. If concern still exists about exposure levels or you
do not comply withthe above practices, you should always consult a qualified industrial hygien'st or contact the Manufacturer for further information,
RMIM
GENERAL REQUIREMENTS:
Prove iITM lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o,c. sheathing', Irregularities in framing and sheathing can mirror
through the finished application.
Prevail"' lap siding can also be installed over foam insulation/sheathing up to 1" thick. When using foam insulation/sheathing, avoid over -driving nails
fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if
power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing,
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. The manufacturer will assume no responsibility for water infiltration.
Install Prevail*' products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes
if greater than 6" is required (fig, 3).
Maintain a T' - 2" clearance between PrevailT11 products and roofs, decks, paths, steps and driveways (figs. 4, 5 & 6).
Maintain a 1/4" clearance between Prevaille products and horizontal flashing (fig. 7).
Ensure gutters have end Gaps. Maintain a minimum 1' gap between end caps and siding
tdm (fig.8), Figure 1 Double Wall Single Wall
Construction Construction
Install kickout flashing at roof -wall junctions (fig. 9), water -resistive barmier lel*i bracing
Adjacent finished grade must slope away from the building in accordance with local Dlro.od or
24' o Q, max.
building codes -typically a minimum of 6" in the first I O'. sheathing
Do not install Prevail"' products, such that they may remain in contact with
08 hing
standing water.
PrevailTM lap siding must be installed on verfical wall applications only.
DO NOT use stain on Prevail
installed
For larger projects, including commercial and multi -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 "Expansion Characteristics of James Hardie@ Siding
Products" at www,JamesHarrfle.com,
INSTALLATION: JOINT TREATMENT
Required for Factory Built Color Finish, Recommended for Primed product)
It is not recommended to use caulk at field butt joints.
Figure 2 water -resistive
barrier
joint flashing"" , , 18, f water -resistiverorn
plank edge Darner
0in -stall planks In —
moderate cont or fastener
J
Install a 1 114' stailfir strip to
ensure a L 'onsistent plank angle
Install factory finished edges together at butt joints, leave ap-propume gap between
planks and firmn, then caulk...
As required by local building code '"Apply caulk in accordance with caulk manufacturers written application instructions.
WARNING: AVOID BREATHING SILICA DUST
Prevail'" products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a Moe Of cancer from some occupational
sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called slicosis, and has been finked with other diseases. Some studies suggest
smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a Hardiribladel saw
blade and dust-roduchriq circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a property -fitted, NIOSH-approved dust mask or respirator (e,g. N-95) In accordance with
applicable government regulations and manufacturer instructions to furtherlimit respirable silica exposures. During clean-up, use HEPA vacuums or :wet cleanup methods - never dry sweep- For further
information, refer to our Install tion instructions and Material Safety Data Sheet available at vivew,prevarsiding,com o, by calling 1-877-236-7526, FAILURE TO ADHERE TO OUR WARNINGS, MSDS,
AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH.
South
CLEARANCES
Install siding and trim products in Maintain a 1" - 2" Maintain a 1 2" clearance At the juncture of the roof and vertical
compliance with local building code clearance between between Prevail"' products surfaces, flashing and counterflashing
requirements for clearance between the Prevaillm products and and decking materiaL shall be installed per the roofing
bottom edge of the siding and the paths, steps and Figure 5 manufacturer's instructions.
adjacent finished grade. Figure 3 driveways. Provide a 1"- 2" clearance between the
rooting and the bottom edge of therindwets. to
rater -resistive ,.d I r 9— lt revist!
I
barrio
Figure 4 siding and trim,
I b.,iee Figure 6
concrete
Vantage-
rnin" lap siding
Maintain a 114" clearance
between the bottom of
PrevailTM products
and horizontal flashing.
Do not caulk gap.
Figure 7
L siding
Do not 1/4'gap sidinc
Caulk
flashing
Maintain a minimum 1" gap
between gutter end caps and
siding & trim.
zm=
gutter and end cap
FASTENER REQUIREMENTS**
fascia
7--=T— 1 2"
flashing
Figure 9 KICKOUT FLASHING
p Because of the volume of water that can pour
Self-sdh,6119 down a sloped roof, one of the most critical
flashing details occurs where a roof intersects
a sidewall. The roof must be flashed with
I eaes Wb.- step flashing. Where the roof terminates,
Ki ! mt
n Ing install a kickout to deflect water away from
the siding.
It is best to install a self -adhering membrane
0mowap
on the wall before the subfascia and trim
boards are nailed in place, and then come
back to install the kickout.
Figure 9, Kickout Flashingt To prevent water from dumping behind the siding
and the end of the roof intersection, install a "kickout" of sufficient length and
angle to direct the water running down the roof away from the siding.
Blind nailing (fasteners concealed by the previous course) is the preferred method of installation for all
Preva I ITM lap siding products. Face nailing (fasteners exposed) should only be used where required for
high wind areas and must not be used in conjunction with blind nailing. Consult applicable building
code, product evaluations, or code compliance reports for correct fastener type and placement to
achieve specified 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.
wate
t
M= 1111111M
Minimum overlap
for Both Face
and Blind Nailing
min,
overlap
J
11 24" —
0.c, max.
1/4" min,
overlap
61
LJ_
314",l
face nail
Laminate sheet to be removed immediately after installation of each course for Factory Built Color products.
J, The illustration (figure 91 and associated text was reprinted with permission of THE JOURNAL OFLIGHT CONSTRUCTION, For subscription information,
visit www.jlconline.com.
Also see General Fastening Requirements.
water -resistive
barrier
GENERAL FASTENING REQUIREMENTS
Fasteners must be corrosion resistant, galvanized, or stainless steel.
Electro-galvanized are acceptable but me exhibit prernature corrosion.
The manufacturer recommends the use lquality, hot -dipped galvanized
nails. The manufacturer is not responsible for the corrosion resistance of
fasteners. Stainless steel fasteners are recommended when installing
Prevail Im products near the ocean, large bodies of water, or in
very humid climates.
PNEUMATIC FASTENING
Prevai|TM products can be hand nailed or fastened with a pneumatic hoo
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 lool 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).
Consult applicable code compliance report for correct fasteners type and
placement to achieve specified design wind loads.
NOTE: Published wind loads may not be applicable to all areas where
Local Building Codes have specific jurisdiction, Consult the manufacturer's
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)
uonot over -drive nail heads mdrive nails atanangle. fnail iucountersunk,
caulk nail hole and add onail. (fig,8) For wood framing, under
driven nails should be hit flush to the plank with a hammer (For steel framing,
remove and replace nail), Do not use aluminum
fasteners, staples, or clipped head nails. Snug Rush Countersunk, Caulk &
3 dn|
n_"
do
not under 00mor
Figure A Figure B
drive nails STAPLE CAULKING PAINTING For best
results use
an Elastomeric Joint Sealant DO NOT use stain on PmvUll, complying with ASTM C920
Grade NS, Class 25 or PrevaflT11 products must be painted within 180 higher or a Latex
Joint Sealant complying with ASTM days for primed product and 90 days for unprimed. C834. Caulking/Sealant must
be applied in accordance 100% acrylic topcoats are recommended, with the caulking/sealant
manufacturer's written Do not paint when weL For application rates refer to instructions or ASTM C
1193, paint manufacturers specifications. Back -rolling is recommended
if the siding is sprayed. FACTORY BUILT COLOR TECHNOLOGY
CAULKING, TOUCH-UP & LAMINATE Touch upnicks, scrapes and
nail heads using the Factory Built Color technology touch-up U tor. Touch-up paint should bmused sparingly, If large areas require touch-up,
replace the damaged area with new Prevail Im lap siding with Factory Built Color 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 Factory Built Color md t dealer. Treat all other non -factory cut
edges using the Factory Built Color technology edge coaters, available from your Factory Built -Color product dealer. PAINTING PREVAIL TM SIDING AND TRIM
PRODUCTS WITH FACTORY BUILT COLOR TECHNOLOGY hen repainting Factory Built Color products,
the manufacturer recommends the following regarding surface preparation and topcoat application: Ensure the surface inclean, dry, and
free ofany dust, dirt, urmildew Repriming is normally not necessary 108%amYlic topcoats
are recommended DONOT use stain
oroil/alkyd base paints onPrevail""
products Apply finish coat in accordance with paint manufacturers written instructions
regarding coverage, application methods, and application temperature COVERAGE CHART/ESTiK8AOWGGU|DE (Please call 077-236-7S26.option
1hor local availability) Number of 12' planks, does not include waste COVERAGEAREA PREVAIL"
LAP SIDING WIDTH LESS 18 20 This coverage
chart is meant as a
guide,
Actual
usage
is subject to variables such as building design. The manufacturer does not assume responsibility for over or under ordering of product, RECOGNITION: Pmva"|T11
lap siding complies ASTMC1 doing the in
the 2006 International Building
J 2010 J iT L_ All rights reseRed. TM, SM, and denote
Additional Installation Information,
trademarks or registered tradamarits of JH L. Warranties, and Warnings are available at PREVAIL'
wmv,prevailsiding.com Mug r rAMILY SIDING PRODUCTS
P414 7110
1/2/2018 Florida Building Code Online
BCJS Home Log In User Registration Not Topics Submit Surcharge Stars & Facts Publications FBC Staff BCIS Site Map Links Sear
lh Prod.0 Approval
USER: Public UserdbrP
Pry iu _A)s_j,gan_tigktrh > AjaLhA ioa Lig > Application Detail
FL # FL12194-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Aluminum Coils, Inc.
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813) 249-9743
grahman@aluminumcoilsinc.corn
Authorized Signature Gareth Rahman
grahi-nan@alurninumcoilsinc.com
Technical Representative Paul Frost
Address/Phone/Email 5001 West Knox Street
Tampa, FL 33634
813) 249-9742
PFrost@aluminUmcoilsinc,com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/19/2020
Validated By Locke Bowden
I Validation Checklist - Harcicopy Received
Certificate of Independence T4 IzQ f2u
fin Lad-f
Referenced Standard and Year (of Standard) -$ton-d4rd year
AAMA 1402 2009
Equivalence of Product Standards
Certified By
Sections from the Code
4, Product Approval Method Method I Option D
https://www.floridabuilding.org/pr/pr_app_dti,aspx?param=wGEVXQwtDqLik24AUC`/`2fEHMrNrkL4bysAL4Qg2sYQvu`/`2bwcrWmooed2jQ`/`3d`/`3d 1/2
1/2/2018 Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
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 sen
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
Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds
if they have one. The emails provided may he used for official communication with the licensee, However email addresses are public record. If you do not wrs
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 licero
under Chapter 455, P.S., please click h9M
Product Approval Accepts:
thttps:llwww.floridabuilding.org/pr/pr_app_dt€.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysAL4Qg2sYQvu°/Q2bwcrWmooed2jG2%3d%3d 2/2
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
WWWalUrninumcoilsinc,com
Tampa, FL
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
813) 480-3421
PRI Construction Materials Technologies (QUA91 10)
Panel Walls
Soffits
1404.5,1, 1709,10
Wind Resistance
Issued September 1. 2017
Entity Report No Standard Year
Certified Testing Laboratories (TST1 577) CTLA1847W AAMA 1402 20-09
Certified Testing Laboratories (TST1 577) CTLA 2076W AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
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 by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ALC1 5001,3 FL12194-R6 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
r
N ALUMINUM COILS,
Soffits
TECHNICAL SERmCES,LLC
PRODUCT DESCRIPTIONS
3/8"F-Chanoe| Preformed nomina|U.O16-inohthick, 3105H-14aluminum F-rhunnei See Appendix Dfor dimension drawings.
3/8"
J-Cbanmd Preformed nomino|0.O18-inohthick, 31O5H-14a|uminumJ-channei See Appendix Qfor dimension drawings. Fascia
Preformed nominal
O.01g-inohthick, 31O5H-14aluminum fascia, See Appendix Qfor dimension drawings. 16°Q4Soffit Preformed
nominal 0.
U135-inohthick, 31O5H-14aluminum soffit 9aneoprovided in 1G- inch sections. The reported ne ee ventilation
areas ave 223 in~0|n forUhe '§uH vent' configuration and 111inz8in.ftand for the 'center
vent' configuration, See Appendix Dfor dimension drawings, o z 1E Eru uQL,5QLjQ-
EANU 12"
T4Soffit Preformed nominal 0.0135-inch Wick,
3105 H-14 aluminum onffitpeneu provided in 12- inch sections. The reported net free ventilation areas
are 12.5 inz8in,ftfor the 'hU| vent' configuration and 4.2 in^8in.ft for the '
center vent' configuration. See Appendix D for dimension drawings. 12-—FVLLYEUT jZ,5QjjQ_eAN--L 94-
R This
evaluation report isprovided for State ofFlorida
product approval
under Rule 8/G2n-3 The manufacturer shall notify CREEK Technical Services, LLCo|any product changes orquality assurance changes throughout the
duration for which this report |nvalid. This evaluation report unno not express nor imp|ywa/ranty. in#anation,
recommended use, or other product attributes that are not specifically addressed huem
Q CREEK
TECHNICAL, SERVICES, LLC
ALUMINUM COILS, INC
Soffits
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6 1h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
t%jjl I fill,,
E
No 74021
z
STATE OF
r)
0 R
111111NAU
111111W
2017.09.01
10:06:18
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.
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)
ALC 15001.3 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.
7FEcxN/CAI- SERwCES.LLC
APPROVED SYSTEMS
ALUMINUM COILS, INC
Soffits
The following notes shall beobserved 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
Re/ertnLKMITATIONsandsecdonsof\hiaeva|uabonwhenuoingthetab|e(s)be|ow 3.
R*fer\oWNSOALLAIIONsectionofthisreportforinstaUadondaiai|whenthe|nfonnadonianotexp|iniUystatedfo/thene|ecteduaaemb|y. 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 bedesigned byothers in accordance
with FBC requirements to meet the minimum design requirements for the project. U. Unless
otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall bedesigned byothers inaccordance with FBC requirements to meet the
minimum design requirements for the project. 7. Typical fastening details are
as followsi a. 12^T4Soffit —12'inohu.
c. Fastener Fastener Location Location Fastener Fastener
Fastener Fastener
Location Location
Location Location Fastener Fastener
Location Location This evaluation
report isprovided
for State
ofFlorida product approval under Rule 51S20-3, 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, insta|lation, recommended use, or other product attributes that are not specifically addressed herein
CREEK
TECHNICAL SERVICES, LLC
d. 16" Q4 Soffit — 8-inch o.c.
Fastener
Location
ytvtl MEWMI-l"N
Fastener
Location
Wall Connection Eave Connection
System Panel MDP
No. Width ps)
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min, 1 3/4-inch long x
12F-1
Max
Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch
0.072-inch dia. x min. 3/16-
40.O
16-inch
24-inch o.c. 0. C,
inch head dia, trim nail
spaced 36-inch o.c.
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
12F-2
Max
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c.
0.072-inch dia. x min. 1/4-inch 48
16-inch
spaced 24-inch o,c, and securing each panel lap
head dia. trip nail spaced 48- 64,2
inch o.D.
One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x
12F-31 Max
Masonryy One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c,
0.072-inch dia. x min. 1/4-inch 48
16-inch spaced 8-inch o.c.
and securing each panel lap
head dia. trip nail spaced 48- 64.2
inch D.C.
ALC 15001.3 FL12194-R6 Page 2 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
Approved Systems for 12-inch overhang with J-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Eave Connection
System Panel MDP
No, Width Psfi
Substrate
F-Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min. 3/4-
One I'll min, #8 x 1/2-inchinchx1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x
Max
12J-1 Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple
0.072-inch dia x min. 1/4-inch 48
16-inch screw spaced 16-inch o.c.
pattern spaced 24- spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2
connecting soffit to J-channelIncho.c. I I
inch O.C.
I
r. M = I RT M, I rNO 11%"
Wall Connection Eave Connection
System Panel MDP
No. Width psi
F-Channel Fascia CapSubstrate
Attachment
Substrate Panel Attachment
Attachment
One (1) 18 ga. 1/4-inch crown x
One (1) min, 1,75-inch x
16F-1
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- t513
12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced
panel lap 12-inch o.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
1 2-inch
Wood inch leg staples in diamond pattern Wood
4-inch o.c. and securing each
finishing nail with min. 3/16- 53,3
spaced 16-inch o.c.
panel lap
inch head spaced
12-inch o.c.
Max
One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long
x 0.072 inch dia. x min.
16F-3
16-inch
Wood e 125-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/
16-inch head dia. trim nail 25.
6 inch
o.c. 0.c. spaced
36-inch o.c. Three (
3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-
4 Max.
Wood
crown staples in diamond pattern Wood One (
1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1 i4- 27 16-
inch spaced
24-inch o,c, crown
staple spaced 8-inch o.c. inch head dia. trip nail 36.1 1
spaced
48-inch o.c, ALC150013
FL12194-R6 Page 3 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.
COIL S, INC
CREEK Soffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga, 1/4-inch crown x
One (1) min 175-inch x 16F-
5 Max.
Masonry
One (1) 14 ga. 5/8-inch long T nail 1-inch leg staple spaced 4-inch Wood0.
072-inch diameter finishing
nail with min. 3/16- t413 16-
inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap
16-inch o.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- 1o. -
nch leg staple spaced 4-inch 0.
072-inch diameter 16F-
6 16-
inch Wood
inch leg staples in diamond pattern Wood c.
and securing each panel finishing nail with min. 3/16- t43.3 spaced
16-inch OrC. lap
inch
head spaced I
I I I I 16-inch o.c. System
Panel Wall
Connection Eave Connection MDP
No.
Width psfi Substrate
J-
Channel Substrate
Panel Attachment Fascia Cap Attachment
Attachment Three (
3) min, 3/4-inch x 1/4-inch One (
1) min. I 3/4-inch 16J-
1 Max.
Wood
crown staples in diamond pattern Wood One (
1) min 3/4-inch x 1/4-inch long x 0.072-inch dia, x 23,5 16-
inch spaced
24-inch o.c. crown
staple spaced 8-inch o.c. min, 1/4-inch head cia. trip 31.4 J
I nail spaced 48-inch o.c. ALC
15001.3 FL12194-R6 Page 4 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 ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width Psf]i
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
Nominal 1x2 crown x 1 -inch leg
No.2 SYP
staple spaced
Three (3) 18 ga. 1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4-
One (1) min. 1.75-inch x
Max.
inch crown x 1 -inch
rafter with one each panel lap inch crown x 1 -inch
0.072-inch diameter
24F-1
12-inch
Wood leg staples in 1) min. 2.25-
Wood
leg staple spaced 8- finishing nail with min. 801-90
diamond pattern inch x 7d ring
One (1) min, 1.75-inch
inch o.c.
3/16-inch head spaced
spaced 16-inch o.c.
shank nail
x 0 072-inch diameter 12-inch o.c.
24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple spaced
One (1) min. 1,5- No.2 SYP 12-inch o.c. securing One (1) 18 go. 1/4-
One (1) min. 1.75-inch x
Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch
0.072-inch diameter
80/
24F-2
12-inch
Wood smooth shank rafter with one Wood
leg staple spaced 8- finishing nail with min.-76.6
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch
inch o.c
3/16-inch head spaced
16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch 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, 1/4-
One (1) min. 1.75-inch x
Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch
0,072-inch diameter
80/
24F-3
12-inch Masonry inch long T nail rafter with one Wood
leg staple spaced 8- finishing nail with min. 76.6
spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch
inch o
3/16-inch head spaced
inch ring shank x 0.072-inch diameter
c,
12-inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
4-inch o.c.
ALC 15001 . 3 FL1 2194-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 ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, L.L.
Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No, Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple securing the
No.2 SYP
nailer of each female
Three (3) 18 ga.1/4- anchored to
lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max
inch crown x 1-inch
rafter with one 16-inch o.c. securing inch crown x 1-inch 0,072-inch diameter
24F-4
16-inch
Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min, +801-60
diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced
spaced 16-inch o.c.
shank nail
One (1) min. 1.75-inch each panel lap 16-inch o.c.
24-inch o.c.
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
Nominal 1x2 nailer of each female
One (1) min, 1,5- No.2 SYR lock or spaced One (1) 18 ga, 1/4- One (1) min. 1.75-inch x
Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0,072-inch diameter
24F-5
16-inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. +80/-60
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. 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch 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 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
ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Attachment
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment
One (1) 18 ga. 1 /4-inch
crown x 1-inch leg
staple securing the
Nominal 1x2 nailer of each female
No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max One (1) 14 ga. 5/8- anchored to 16-inch o.c, securing inch crown x 1 -inch 0.072-inch diameter
24F-6 Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. +801-60
16-inch
spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
inch ring shank One (1) min. 1 75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch o.c.
ALC15001.3 FL12194-R6 Page 7 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.
ALUMINUM COILS, INCCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 24-inch overhang with JI-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Batten
J-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
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
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed 12-inch o.c.
anchored to ga. 1 /4-inch crown
through the rafter securing each panel One (1) 18 ga. 1/4-
One (1) min, 1.75-inch
Max. rafter with one x 1-inch leg
into the end of the lap inch crown x 1-inch
x 0.072-inch diameter
24J-1
12-inch 1) min. 2.25- staples in diamond
batten or two (2) Wood
lstaple spaced egfinishing
nail with min. t60 inx
7d ring pattern spaced 16- min.
2.25-inch x 7d One (1) min. 1.75- 8-
inch o.c. 3/
16-inch head spaced shank
nail inch o.c ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-
inch o.c. nailed on either side diameter finishing 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 No.2 SYP
scabbed One (1) 18 ga. 1/4- between
rafters with inch crown x 1 -inch one (
1) min. 2.25- leg staple securing inch
x 7d ring shank the nailer of each Nominal1x2nail
straight -nailed female lock or Not
SYP Three (3) 18 through
the rafter spaced 16-inch o.c. One (1) 18 ga 1/- One (1) min. 1.75-inch anchored
to ga. 1/4-inch crown into the end of the securing each panel inch
crown x 1-'inch x
0.072-inch diameter Max.
24J-
2 rafter
with one x 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. t53.3 16-
inch 1) min. 2.25- staples in diamond min.
2.25-inch x 7d 8-
inch o.c. and 3/
16-inch head spaced inch
x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. shank
nail inch o.c. nailed
on either side inch x 0,072-inch lap 24-
inch o.c. of
the batten at diameter finishing each
batten/rafter nail with min. 3/16- intersection.
Max. inch head spaced rafter
spacing is 4-inch o.c. 24-
inch o.c. ALC
15001,3 FL12194-R6 Page 8 of 8 This
evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein,
ALUMINUM COILS, INCCREEKSoffitsATCHNICLSERVICES-, LLC
Appendix B
INSTALLATION
Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations
ALC 15001.3 FL12194-R6 Page 1 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, .LC
System No. I Installation Detail
F" CHANNEL CAN BE
INSTALLED WITH THE
NAJUNG FLANGE UP OR
DOWN
1-3/4- TRIM NAILA
PAJNTED S.S. 48'
C.C.
wff
OPEN RAFTER
S _-OFFITSTAPLE
DIAMOND PATTERN
ETAI L
3/0' KTVEFN I
FACIA BOARD
no
3/4- X 1/4- CROWN
STAPLE "8' ON CENTER
SOFr ,Tr -max, 12-Jnc-h span
15MM
SOFFIT & FASCIA
5-ETAI -L
ALC 150013 FL12194-R6 Page 2 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.
ALUMINUM COILS, INC
A CREEK Soffits
TECHNICAL SERVICES, LLC
Appendix B
System No. Installation Detail
OPEN RAF7ER
31W BETWEEN QFFIT STAPLESTAPLES
DETAIL
FACIA BOARD 31W BETWEEN) STAPLES
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN FASCIA CAP
L
12J-1
3/4" X 1/4' CROWN
8" 4 TRIM1-3/4' TRIM NAIL
FACIA BOARD
L-J —CHANNEL
STAPLE ON CENTERiAJLJ PAJN/TEDjS_& ocrewed !:o o,
wat_t Ot'
1-3/4- M M
PAINTED S.S.48" FASCIA CAP
Y: h-a"4 O'C
I
1
3/4-
CROWN STAPLE
soFFrT—, 4 .
1 span
SOFFIT
J — WOOD OR BLOCK FASCIA
SUBSTRATE
50FFIT
DETAIL
ALC15001.3 FL12194-R6 Page 3 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installationrecommended use, or other product
attributes that are not specifically addressed herein,
S, INCALUMINUMCOILCREEKSoffits
a TECHNICAL SERVICES. LLC
Appendix B
ALC15001 .3 FL12194-R6 Page 4 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance 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.
S, INCALUMINUMCOILCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix B
ALC 15001.3 FL12194-R6 Page 5 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
S-I
fF CREEK
TE(CiINICAL SERVICES, LLC
System No. I Installation Detail
CROWN STAPLES
USING A DIAMOND
PATTERN I
F' CHANNEL CAN BE
INSTALLED WITH THE
KAJUNG FLANGE UP OR
DOWN
1-3/4- TRIM NAJLj
PAINTED S.S. 48'
O.C.
ALUMINUM COILS, INC
Soffits
23313.
BE
OPEN R
31fr TWEV4 FFIT LE
RAFTESO _
FT STAPLE A STAPDIAMONDPATTERN
DETAIL. 3/
9'
DETWEEN FACLA BOARD
HE 3/
4-
X 1/4- CROWN STAPLE '8'
ON CENTER SOFFIT-r`
lax- Spa-, Imm SOFFIT &
FASCIA
DETAIL ALC
15001,
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 specifically addressed herein.
S, INCALUMINUMCOILCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix B
ALC 150013 FL12194-R6 Page 7 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein,
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
IMMENCERIM
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A DIAMOND PATTERN
CHANNEL 1-3/4- TRIM NAJLJ
PAJNTED S.S. 48'
O.0
SOMT-niax, 16 M,Ili -t)an
ALUMINUM COILS, INC
Soffits
Lj
ij 3/6' ICIVEENSTAPU; SOFFIT STAPLE
DIAMOND PATTIRN'
FACIA BOARD -31W BETWEEN/
2ETAIL
STAPLES
FASCIA CAP
3/4- X 1/4- CROWN
STAPLE "B" ON CENTER 1-3/4" TRIM NAIL
PAINTED S.S,
omm
SOFFIT cat FASCIA
D ETAI L
ALC150013 FL12194-R6 Page 8 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. I Installation Detail
I-.jCPO 57API
U5N5
A DIAIM PA7TERN,
REFER SOFFIT
STA1 DIAM0140
PATTI DET
WOOD
SJF-,STPA ALUMINUM
COILS. INC Soffits
Appendix
B R,
I
J- TRIM NA1 I FASUA
BOARD PARITED
SS. j",-
fASCIA CAP SOFFIT-
I",
q" CROWN STAPLE A-!
FAS(
A BOARD SOFFIT &
FASCIA DETAIL
FASCIA
CAP, REFER TO
SOFFIT & FASCIA OE
T AIL SOFFIT
STAPLE DIAMOND
PATTERN ALC1
50013 FL12194-R6 Page 9 of 12 This
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes 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
1- SMOOTH
ROOF
SUBS
ALUMINUM COILS, INC
Soffits
Appendix B
11- TRIM NAIL, FASCIA BOARD
PAINTED SS N
FASCIA CAP
111111T-y
01 I-,J' (ROWN STAPLEA
FASCIA BOARD
SOFFIT FASCIA
DETAIL
FASCIA CAP, REFER
TO SOFFIT & FASCIA
DETAk
ALC 15001.3 FL12194-R6 Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
ALUMINUM COILS, INCCREEKSoffits
TECHNICAL SERVICES, LLC
Appendix B
ALC15001,3 FL12194-R6 Page 11 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
f. CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
STAPLES
USING A DIAMOND
PATTERN, REFER TO
SOFFIT STAPLE
OiAFIDND PATTERN
DIETAlt.
7-CHANNEL
WOOD SUBSTRATE
1 J- TRIM NAIL
PANTED S.S.
Noml,lai I- x 2SYP batle,,Es S'
at)ted L N"een rafters a"d vla- thlo
lgf'
She Nothe —d of ballen
01 tWG (2) 70 Ong shank
nails toe'-raav'ea on sole of
If. batlem of tho ballewfate' Ve'
sec!*" 1'xf
CROWN STAPLE SOFFIT; MAX
74" CANTILEVEREO RAFTtR
FASCIA
BOARD
FASCIA CAP,
REFER TO SORoT &
FASCIA OE7A;L
I I-
T PAt ALUMINUM
COILS,
INC Soffits Appendix
B
FASCIA BOARD
FASCIA CAP
CROWN STAPLE
SOFFIT & FASCIA
DETAIL SOFFIT
STAPLE
DIAMOND PATTERN
ALC 15001.
3 FL12194-R6 Page 12 of 12 This evaluation
report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance
changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes
that are not specifically addressed herein.
TECHNICAL SERmCCES.LLC
DESIGN WIND LOADS
ALUMINUM COILS, INC
Soffits
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:
t Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC.
2. Exposure B.C.and Dshall beasdefined insection 15O9ofthe F8C. 1 Design wind loads
are provided only for walls/soffits with meanroof height less than urequal to6O-ft. 4. All calculations are based
onaneffective wind area of1O_ft orless. 5. Topographic factors such as escarpments
or hills have been excluded from the analysis, G. Wind directionality factor, wd=O.
85 7. Vu' is shown in the
tables below. Design pressures are multiplied byO.9 in accordance with Section 1OO9,1.3ufthe FBC, 8. Projects with mean roof heights
greater than GO-ftshall beevaluated ty alicensed design professional. 9. Zones 4and 5shall bedefined aashown below. Dimension "a"
shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or
3-ft. Page 1of 4 This evaluation repu;1 isprovided for State ofFlorida product approval
under Rule 01G2Q3.
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, insta||aUun, recommended use, or other product attributes that are not specifically addressed herein.
CREEK
ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix C
Desi2n Wind Pressures for Soffits in Exposure B
Mean Basic Wind S2eed m2h'
Building Zone Roof
Type
Hei2ht Lft
120 130 140 150 160 170 180 190 200
20 16.9 19.8 7729 77727677377-30 O 7338 37.9 42.2 46.8
25 16.9 19.8 22.9 26.3 1 -30.0 33.8 37.9 422 46,8
30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8
4
40 18.3 21 .5 1 24.9 28.6 1 -32.5 36.7 i -41.2 45.9 50.8
50 19.5 22,9 126.5 30 5 34.7 39,1 43.9 4&9 54.1
Enclosed 60 20.5 24.0 27.8 22.2 36.4 41.1 46.0 51.3 56.8
Negative
20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
Loads)
25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8
30 20.8 24A 28.3 32.5 37.0 41.7 46,8 52.1 57.8
5
40 22.6 26.5 30.7 35.3 40,1 45.3 50.8 56.6 62.7
50 24.1 28.2 3ZI3 37.6- 42.8 483 54.1 603 66.8
60 25.3 29.6 34A 39.5 44.9 507 56.8 633 70.1
20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 271 30.0
25 10.8 127 14.7 16.9 19.2 217 24.3 27.1 30.0
30 10,8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0
4
40 11.7 13.8 16 O 183 20.8 23.5 26.4 29A 32.5
50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
Enclosed 60 13A 15A 1T8 20.5 23.3 26.3 29.5 32.9 3644
Positive
Loads)
20 10.8 12.7 147 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 12.7 147 1&9 19,2 21.7 24.3 271 0 013255
40 11.7 118 16.0 18.3 203 215 26A 29.4
50 1Z5 147 17.0 19.5 222 251 28.1 31.3 34! 7
60 13.1 15A 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.
S, INCALUMINUMCOILCREEKSoffitsle- TECHNICAL ERVICES, LLC
Appendix C
ALC 15001.3 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, installation, recommended use, or other
product attributes that are not specifically addressed herein.
TECHNICAL SERVICES, LLC
Mean Basi Wind §peed (mph) Building
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.
TECHNICAL SEev|CES,LLC
ISONErRICwEW
8 PROFILE
ALUMINUM COILS, INC
Soffits
ALC15003 R-12194fR8 Page 1 of 4 This
evaluation report isprovided for State ofFlorida product approval under Rule GlG20-3. 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
CREEK
TECHNICAL SERVICES, LLC
1/8" HEM
5 3/4"
r
1/4"
7/8"
ISOMETRIC VIEW
ALUMINUM COILS, INC
Soffits
23-3-MEMS
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
16" Q4 Soffit
ALC1 5001.3
jl8!B K
3 / 8 PROFILE
FL12194-R6
ALUMINUM COILS, INC
Soffits
Appendix D
Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
12" T4 Soffit
1 6"
3 1/8"
5
3JIV
7/8" 1 3 1/8" 1 7/8" 1 3 1/8"
112" 1/ 2" 112" 1/2" 112"
X, IX
1/81' -3/8"
ALUMINUM COILS, INC
Soffits
Appendix D
END OF REPORT
ALC15001,3 FL12194-R6 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of
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
EVALUATION REPORT
Manufacturer:
Manufacturing:
Quality Assurance:
SCOPE
ALUMINUM COILS, INC.
5001 West Knox Street
Tampa, FL 33634
813) 249-9743
www,alLiniiri(.jmcoilsinc.corn
Certificate of Authorization No. 29824
PRI Construction Materials Technologies (QUA91 10)
17520 Edinburgh Eir
Tampa, FL 33647
813) 480-3421
MMEMIM
Issued September 1, 2017
Category: Panel Walls
Subcategory: Soffits
Code Sections: 1404,5.1, 1709,10
Properties: Wind Resistance
REFERENCES
Entity Report N oEp Standard Year
Certified Testing Laboratories (TST 1577) CTLA 1847VV K;-\—MA1 402 20-09
Certified Testing Laboratories (TST1 577) CTLA 2076VV AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009
PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009
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 by a qualified design professional to ensure the fastener withdrawal meets or exceeds the
minimum load resistance for the project requirements.
7. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
ALC15001.3 F L12194-R6 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.
0 0 */U lN0NCO|LS. INCCREEKSoffits0mffim
TECHNICAL SERv|CES.LLC
PRODUCT DESCRIPTIONS
08"F-Channm| Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix Dfor
dimension drawings.
30"J-Channe| Preformed nominal 0.O18'inrhthick, 31U5H-14aluminum J-chanmd. See Appendix Dfor dimension drawings -
Fascia Preformed
nominal 0.019-inuhthick, 3105H'14a|uminumfascia. See Appendix Dfor dimension drawings. 16"
Q4Soffit Preformed
nominal O.0135-inchthick, 3105H-14aluminum soffit panan provided in 16- inch sections. The reported
net free ventilation areas are 22.3 in^8in.ftfor the 'full vent' configuration and 111in21,in.ftand
for the 'center vent' configuration. See Appendix D for dimension drawings. EK-a F-L
12"T4Soffit
Preformed nominal 0.0135-
inohthick, 31O5H'14aluminum soffit mnespmv mdin 12- inch sections- The n eewan1i|mUon areas
are 12,5 in`8in.ft for the 'full w+n[ configuration and 42 in~/1in.K for
the 'center vent' configuration. See Appendix D for dimension drawings, P.ffQ.LuF-W tZ-"
o aFAN-
U- of 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.
F-1771 -11'11,'113'111 , 7"t
ns CREEK ALUMINUM COILS, INC
Soffits
T 'HNICAL SERVICES, LL-CEC
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.
t%1111111111 /
1'r
E
No 74021
STATE OF QJ Z
0 R t9
11110 N A11111W
CERTIFICATION OF INDEPENDENCE
2017.09.01
10:06:18
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,
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)
ALC1 5001 .3 FL12194-R6 Page 3 of 3
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.
TFcxm/CA/ qFRu/Fq_LI1
APPROVED SYSTEMS
The following notes shall beobserved when using the assembly tables below. 1
Maximum Design Pressures (MDF)were calculated using o151 margin mfsafety per FBCSection 14O4.5.1, 2 Rmh*r1oLUMIIA[IO1sandoecdonaofthiomva|
umdonwhenuoing\hetab|e(s)be|ow. 3, Refer toiNS[ALLATlONsection
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 bedesigned byothers naccordance with FBCrequirements tomeet the
minimum design requirements for the project. 8. Unless otherwise specified, the Masonry substrate
shall conform to ASTM C 90. Substrate attachment shall bedesigned hyothers inaccordance with FBCrequirements tomeet the minimum design requirements for the project, 7.
Typical fastening details are as follows: Fastener Fastener Location Location Fastener
Fastener Fastener Fastener Location Location Location n
4 /__4
c 16"
O4Soffit —16-incho. Fastener
Fastener Location Location FL1
21g4-R6
Page 1 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,
0 0
TECHNICAL SERwCES,LLC
MRm%=
ALUMINUM COILS, INC
Soff its
Approved System Numbers and Definitions
12F-# Approved Systems for 12-inch Overhang with F-Channel
12J-# Approved Systems for 12-inch Overhang with J-Channel
16J-# Approved Systems for 16-inch Overhang with J-Channel
Z4F-# inch Overhang with F-Channel
L4J-# Approved Systems for 24-inch Overhang with J-Channel
System Panel
Wall Connection Eave Connection
MDP
Substrate
F-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Max. 0.072-inch dia, x min. 3/16-
12F-1
16-inch
Wood min. 1,25-inch embedment spaced Wood crown staple spaced 16-inch
inch head dia. trim nail
40O
24-inch o.c. 01C.
Max 0.072-inch dia. x min. 1/4-inch 48
12F-2
16-inch
Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o c
head dia. trip nail spaced 48- 642
spaced 24-inch o.c, and securing each panel lap inch o,c,
12F-3
Max.
Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o,c,
0.072-inch dia. x min. 1/4-inch 48
16-inch spaced 8-inch o.c.
and securing each panel lap
head dia. trip nail spaced 48- 642
FL294-RO Page 2 of 8
This evaluation report is provided for State ufFlorida product approval under Rule G1S20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quo|
hY assurance changes throughout the duration for which this report in valid. This evaluation report does not express nor imply warranty, instaUaUun, recommended use, or other product
attributes that are not specifically addressed herein.
Fw
CREEK
TECHNICAL SERVICES, LLC
Approved Systems for 12-inch overhang with J-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min. 3/4-
One (1) min. #8 x 1/2-inch
inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x
12J-1
Max
Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple
0,072-inch dia. x min. 1/4-inch +48
16-inch screw spaced 16-inch o.c.
pattern spaced 24- spaced 8-inch o.c. head dia. trip nail spaced 48- -64.2
connecting soffit to J-channelincho.c. I I
inch o.c.
I
119BUISM.N.VM. "IMMIN". 11,
Wall Connection Eave Connection
System Panel MDP
No. Width Psf)
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.
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- t53.3
12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced
panel lap 12-inch o.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 pattern Wood
4-inch o.c, and securing each finishing nail with min, 3/16- t513
spaced 16-inch o.c.
panel lap
inch head spaced
12-inch o.c
Max.
One (1) 3/8-inchhead did. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long
x 0.072 inch dia. x min.
16F-3
16-inch
Wood 1 .25-inch embedment spaced 24- Wood crown staple spaced 16-inch
3/16-inch head dia. trim nail
25.6
inch o.c. 0.c'
spaced 36-inch o.c.
Three (3) min. 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long
1 6EF-400d
Max.
W crown staples in diamond pattern Wood
One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27
16-inch spaced 24-inch o-c
crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1
spaced 48-inch o.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, ILLC 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 ALUMINUM COILS. INC
Soffits
TECHNICAL. SERVICES, LLC
Appendix A
Approved Systems for 16-inch overhang with F-Channel
Wall Connection Eave Connection
System Panel MDP
No. Width psf)i
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
Max
16F-5 Masonry One (1) 14 ga. 5/8-inch long T nail 1 -inch leg staple spaced 4-inchWood
0r072-inch diameter
finishing nail with min. 3/16- t43.3
16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced
lap 16-inch o.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 4-inch
0.072-inch diameter
16F-6
16-inch
Wood inch leg staples in diamond pattern Wood
o.c. and securing each panel finishing nail with min. 3/16- t43.3
spaced 16-inch o.c.
lap
inch head spaced
16-inch o.c.
System Panel
Wall Connection Eave Connection
MDP
No. Width W
Substrate
J-Channel
Substrate Panel Attachment Fascia Cap
Attachment Attachment
Three (3) min. 3/4-inch x 1/4-inch
One (1) min. 1 3/4-inch
16J-1
Max.
Wood staples in diamond patternoocrownWood One (
1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 215 16-
inch spaced
24-inch o.c. crown
staple spaced 8-inch o.c. min, 1/4-inch head dia. trip 31.4 I
I I nail spaced 48-inch o.c. ALC1
5001 .3 FL12194-R6 Page 4 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.
0 0 0 LU|N0wC0|LS. INC
Soffits
TECHNICAL SERVICES, LLC
Appendix
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
Nominal 1x2 crown x 1 -inch leg
No.2 SYP
staple spaced
Max.
inch crown x 1 -inch
rafter with one each panel lap inch crown x 1 -inch
0.072-inch diameter
24F-1
12-inch
Wood leg staples in 1) min, 2,25-
Wood
leg staple spaced 8- finishing nail with min. 80/-90
diamond pattern inch x 7d ring
One (1) min. 1,75-inch
inch o,c.
3/16-inch head spaced
spaced 16-inch o.c.
shank nail
x 0.072-inch diameter 12-inch o.c.
finishing nail with min.
crown x 1 -inch leg
Nominal 1x2 staple spaced
Max inch x 11 ga, anchored to each panel lap inch crown x 1 -inch
0 072-inch diameter
80/
24F-2
12-inch
Wood smooth shank rafter with one Wood
leg staple spaced 8- finishing nail with min. 766
roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch
inch o.c.
3/16-inch head spaced
16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c.
nail 24-inch o.c. finishing nail with min.
3/16-inch head spaced
crown x 1 -inch leg
Nominal 1x2 staple spaced
Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1 -inch
0.072-inch diameter
80/
24F-3 Masonry12-inch inch long T nail rafter with one Wood
leg staple spaced 8- finishing nail with min 76.6
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
LC5O8 D FL/21g4-R6 Page 5 of 8 This
evaluation report isprovided for State ofFlorida product approval under Rule 61G2O'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, inmanaUun, recommended use, or other product attributes that
are not specifically addressed herein,
CREEK ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix A
Approved Systems for 24-inch overhang with F-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga. 1/4-inch
crown x 1 -inch leg
Nominal 1x2 staple securing the
No.2 SYP
nailer of each female
Three (3) 18 ga.1/4- anchored to
lock or spaced One (1) 18 ga, 1/4- One (1) min. 1.75-inch x
Max
inch crown x 1-inch
rafter with one 16-inch o,c, securing inch crown x 1-inch 0.072-inch diameter
24F-4
16-inch
Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60
diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced
spaced 16-inch o.c.
shank nail
One (1) min. 1.75-inch each panel lap 16-inch o.c.
24-inch o.c.
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
Nominal 1x2 nailer of each female
One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max inch x 11 ga. anchored to 16-inch o.c, securing inch crown x 1-inch 0.072-inch diameter
24F-5
16-inch
Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60
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. 1.75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
I 4-inch o.c.
ALC 150013 FL12194-R6 Page 6 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
Approved Systems for 24-inch overhang with F-Channel
ALUMINUM COILS, INC
Soffits
Appendix A
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width psf)
Substrate
F-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
One (1) 18 ga.1/4-inch
crown x 1 -inch leg
staple securing the
Nominal 1x2 nailer of each female
No,2 SYP lock or spaced One 1) 18 ga. 1/4- One (1) min. 1.75-inch x
Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter
24F-6
16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min, +80/-60
spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced
inch ring shank One (1) min. 1 .75-inch each panel lap 16-inch o.c.
nail 24-inch o.c. x 0.072-inch diameter
finishing nail with min.
3/16-inch head spaced
4-inch
ALC 15001,3 FL12194-R6 Page 7 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 ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LL.0
Appendix A
Approved Systems for 24-inch overhang with J-Channel
Wall Connection Center Connection Eave Connection
System Panel MDP
No. Width W
Batten
J-Channel
Batten Panel Attachment Substrate Panel Attachment Fascia Cap
Attachment Attachment
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
Nominal 1x2 inch x 7d ring shank leg staple spaced
No.2 SYP Three (3) 18
nail straight -nailed 12-inch o.c.
anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga, '/-
One (1) min, 1.75-inch
Max rafter with one x 1-inch leg
into the end of the lap inch crown x 1-inch
x 0.072-inch diameter
24J-1
12-inch (1) min. 2.25- staples in diamond
batten or two (2) Wood
leg staple spaced finishing nail with min. 60
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d One (1) min, 1 .75-
8-inch o.c.
3/16-inch head spaced
shank nail inch o.c, ring shank nails toe- inch x 0.072-inch 12-inch o.c.
24-inch o.c. nailed on either side diameter finishing
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 No.2
SYP scabbed One (1) 18 ga. 1 /4-
between rafters with inch crown x 1 -inch
one (1) min. 2.25- leg staple securing
Nominal 1x2 inch x 7d ring shank the nailer of each
No.2 SYP Three (3) 18
nail straight -nailed female lock or
One (1) 18 gal 1/-
anchored to ga. 1/4-inch crown
through the rafter spaced 16-inch o.c.
inch crown x 1-inch
One (1) min. 1.75-inch
Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced
x 0.072-inch diameter
24J-2
16-inch (1) min. 2.25- staples in diamond
batten or two (2) lap Wood
8-inch o.c. and finishing nail with min. 53,3
inch x 7d ring pattern spaced 16-
min. 2.25-inch x 7d
securing each panel
3/16-inch head spaced
shank nail inch o.c. ring shank nails toe- One (1) min. 1 .75-
lap
16-inch o.c,
24-inch o.c.
nailed on either side inch x 0.072-inch
of the batten at diameter finishing
each batten/rafter nail with min- 3/16-
intersection. Max. inch head spaced
rafter spacing is 4-inch o.c.
24-inch o.c I I I I
ALC15001.3 FL12194-R6 Page 8 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.
TECHNICAL SERv/CES,LLC
INSTALLATION
Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximtjm design Pressures limitations.
ALC1 50013 FL12194-R0 Page 1 o/ 12
This evaluation report is provided for State nfFlorida product approval under Rule 61G2O'3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the dv/ubun for which this report is valid, This evaluation report does not express nor imply worranty, iostanubon, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No, I Installation Detail
F' CHANNEL CAN BE
INSTALLED WITH THE
NAJUNG FLANGE UP OR
DO"
1-3/4' TPJM NAILJ
PAINTED S.S. 48'
01C.
ALUMINUM COILS, INC
Soffits
03-83MM
Mr JKTIV SOFFIT 'STAPLE
OPEN RAFrER
DIAMONDPATTERN
DETAILC31WSETWUN
FACIA BOARO
3/4- X 1/4- CROWN
STAPLE -8' ON CENTER
SOFFIT- fax, 12 - "ich' span omm
SOFFIT &
FASCIA DETAIL
ALC
15001 . 3 FL1 2194-R6 Page 2 of 12 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
System No. I Installation Detail
19HUNUMAM
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER UStNG A OLAMONO PATTERN
19MENDMIM
Lj
it 3/8' XTWEE4 N SOFFIT STAPLE
ETAPLES
DIAMOND-PATTI:'RN
31W BETWEEN I
ETAIL
STAPLES
I
ri —7'\-3/4- X 1/4- CROWN
J-CHANNEL 1-3/4- TRIM NAJ STAPLE "8' ON CENTER
screwed to zoffiz
8 X PAINTED S.S. 4-8'
h-, ad O.C. 2 x '/-
di. meter sciew,
SOFTPF-rnax. 12-Inch span
ALC15001.3 FL12194-R6
I
REFUENVINAM
5OFFIT & FASCIA
DETAIL
Page 3 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein,
CREEK ALU|m0NCD|uS, INC
Soffits
TECHNICAL SERVICES, LUC
Appendix B
ALC 3 FL12194f6 Page 4 of 12
This evaluation report isprovided for State u/Florida product approval under Rule 81S2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein.
ALUMINUM COILS, INC
CREEK SoffitsAiTECHNICALSERVICES, LLC
Appendix B
ALC15001.3 FL12194-R6 Page 5 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
3/4' X 1/4" --,
CROWN STAPLES
USING A DbWONO
PATTERN i
F" CHANNEL CAN BE
INSTALLED WITH THE
NAILING FLANGE UP OR
DOWN
1-3/4- TRIM NAJLJ
PAINTED S.S. 48'
0'c.
ALUMINUM COILS, INC
Soffits
SOFFIT STAPLEir9ETWEEN
OPEN
3/
RAFTER STAPUS
DIAMOND PATTERN
I'DETAIL
31W KTVEEN I
FACIA BOARD
STAFUS
in
3/4- X 1/4- CROWN
STAPLE '8" ON CENTER
SOFM-naax. 16-Inchi spari
go=
M
SOFFIT & FASCIA
DETAIL
ALC 15001.3 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 specifically addressed herein.
Al=0 0 ALUMINUM COILS.
Soffits
TECHw|CAL SEomCES' LLC
Appendix B
ALC 15001.3 FL12194-R8 Page 7 of 12
This evaluation report isprovided for State nfFlorida product approval under Rule 61S203. 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 dues not express nor imply wa/mnty, inmonaUon, recommended use, or other product attributes
that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
3/4- X 1/4- CROWN STAPLE -24-
ON CENTER USING A D"OND PATTERN
IMBIM112MM
1-3/4" TRIM NALJ
RMWE.0 S,S. 48"
O.C.
L16-l"'Ch Span
ALUMINUM COILS, INC
Soffits
04710 1_
STAPLES
SOFFIT JAPLE
DIAMOND PATTERN
FACIA BOARD i L3'9" MET WUN
DETAIL
STAPLES
ASCtA CAP
3/4- X 1/4- CROWN ,— FACIA BOARD
STAPLE '8" ON CENTER 1-3/4' TRIM NAIL
PAINTED S.S.
FASCIA CAP
3/4- X 1/4-
CROWN STAPLE
191M
SOFFIT & FASCIA
Q _ETA I L
ALC 15001.3 FL12194-R6 Page 8 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.
l[EC*m|CAL SEnV/CES,LLC
System No. I Installation Detail
WOOD SaSTRA
ASCIAmeREFER
o,m,xmsm / \
AIL
SOFFIT STAPLE
DIAMOND PATTERN
FL 2 9*fR6 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, LLCofany 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. 1 Installation Detail
03
1-j- SMOOTH SXA
ROOF NA1
WOOD SURSTRA
ALUMINUM COILS, INC
Soffits
Appendix B
1 J` TR.LM NAIL---- FASCIA BOARD
PA04-ED S.S.
X FASCIA CAP
SOFFIT
CROWN STAPLE
j, 4 J
FASCIA BOARD
SOFFIT & FASCIA
DETAIL
FASCIA CAP, REFER.
TO SOFFIT 1, FASCIA
OETAO
ALC15001.3 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.
S, INCALUMINUMCOIL
CREEK Soffits
TECHNICAL SERVICCES, LLC
Appendix B
ALC 15001,3 FL12194-R6 Page 11 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
j%a
CREEK
TECHNICAL SERVICES. LLC
System No. I Installation Detail
STAPLES
USING A OlkIOND
PATTERN, REFER TO
SOFFIT STAPLE
DIAMOND PATTERN
DETAk
WOOS SUBSTRATE
ALUMINUM COILS, INC
Soffits
Appendix B
1 J. 7R11, NAIL ,—FASCIA BOARD
PAiNTEU SS
SOFFIT
CANTflLEVEM
RAFTER
EI FAST 'A CAP
uu CROWN STAPLE
SOFFIT & FASCIA
1 J- 'RtM NAIL
PANEDED S.S.OETAIL
1-rf CROWN STAPLE
FASCIA CAP, REFER
TO SOFFITS FASCIA
CETAIL
No —a! V x 2* SYP batten,
03/
wea v,10, o e I II 7d mg
abt'ed Z'-t"e— falte's a"d SOFFIT; MAX 24"
sant "20 agnt,ae'ed tmo.
gh tne ".ftel "t. th, —0 e
Datlen 01 t.0 (2, 7d SOFFIT
STAPLE 01AMONO
PATTERN ALC
15001.3 FL12194-R6 Page 12 of 12 This
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality
assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product
attributes that are not specifically addressed herein
lFECnm|CAL SERvICES,LLC
The following tables provide design wind loads for components and cladding inaccordance with Section 18D9ofthe FBCand ASCE7'10under the following provisions: 1 Wind speeds
for
risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC, 2. Exposure B.C.
and Dshall beasdefined insection 1SO9ofthe FBC. J, Design wind loads are provided only for
walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based oneneffective wind area
of1O_ft orless. 5, Topographic factors such as escarpments or hills have
been excluded from the analysis. G. Wind directionality factor, K«=O.85 7. V"
x is shown inthe tables below. Design
pressures are multiplied byO.6 in accordance with Section 18Q9.1.3ufthe FBC 8, Projects with mean roof heights greater than 8O4\shall
beevaluated byulicensed design professional, 9. Zones 4and 5shall bedefined asshown below. Dimension "a" shall be 10%
of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC150013
FL12184f6 Page 1 of 4 This evaluation report is provided for State of Florida product
approval under Rule 61 G20-3.
The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does
not express no, imply warranty, insta||n8nn, recommended use, or other product attributes that are not specifically addressed herein.
CREEK ALUMINUM COILS, INC
Soffits
TECHNICAL SERVICES, LLC
Appendix C
Desi2n Wind Pressures for Soffits in Exposure B
mean Basic Wind Speed (mphlBuildingZoneRoof
Type
Hei2ht T120 130C) 140 150 160
33
170 180 190 200
20 16.969 1M18 22.9 263 I- 7 7-37,9 4---2-.-2--- 7-46.8
25 16.9 l -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
4
40 18.3 21,5 24.9 28.6 32.5 367 41.2 45,9 50,8
50 19,5 22,9 26.5 30.5 34.7 39A 419 48.9 54.1
Enclosed 60 20,5 24,0 27.8 32.0 36A 41,1 46,0 51.3 56.8
Negative
Loads) 20 20.8 24A 28.3 21Z5 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 24.4 283 32.5 37.0 41.7 46.8 52.1 57.8
5
40 22.6 26.5 307 353 40.1 45.3 50.8 56.6 62.7
50 24.1 28.2 32.8 3T6 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 63.3 701
20 108 12.7 14.7 16.9 19.2 21.7 243 271 300
25 10,8 12.7 14.7 16.9 19.2 21,7 243 27,1 30.0
30 10-8 12.7 14.7 16.9 19.2 217 24.3 27.1 30.0
4
40 117 13.8 16.0 183 20.8 215 26,4 29,4 32,5
50 1Z5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7
Enclosed 60 13.1 15A 1T8 1 20.5 23.3 26.3 29.5 32.9 36.4
Positive -
Loads) 20 10,8 12.7 14.7 16.9 19.2 21.7243 2T1 30.0
25 10.8 12,7 14.7 16,9 191 21.7 24,3 27.1 3&0
30 10,8 12,7 14.7 16.9 19.2 21.7 243 27.1 30.0
5
40 117 118 16.0 18.3 20.8 23.5 26.4 29.4 32.5
50 12.5 147 17.0 19.5 22.2 25.1 28,1 31.3 34.7
60 13.1 15.4 17.8 20.5 23.3 263 29.5 32.9 36.4
ALC 150013 FL1 2194-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
COIL S, INC
Soffits
yr
TECHNICAL SERVICES, LLC
Appendix C
Design Wind Pressures for Soffits in Exposure
Mean Basic Wind Speed (mph)
Building Zone Roof
Type
Height (ft)
120 130 140 150 160 170 180 190 200
20 21.7i 25.4 29.5 33,8 38.5 415 48.7 54,3 60.2
25 22.6 26.6 30.8 35.4 40. 45,4 50.9 56.7 62.8
30 23.6 27 32,1 36.9 41.9 47,3 53.1 59.1 65,5
4
40 25.0 29.4 341 39.1 44.5 502 563 62.7 69,5
50 2&2 30.8 35.7 41 ,O 46.6 52.6 59.0 65.8 72,9
Enclosed 60 27.2-31.9 37.0 42.5 48.3 54.6 61,2 68.2 75.5
Negative
Loads)
20 267 31.4 36.4 41.8 47.5 53,7 60,2 67.0 74,3
25 27.9 32.8 3&0 416 49.6 5&0 62.8 70.0 77.6
30 291 34 21 39 6 45.5 51.8 58,4 65.5 73,0 80,9
5
40 30,9 363 42.1 48.3 54.9 62.0 69.5 77.5 85.8
50 32.4 3&0 44.1 50.6 57.6 65.0 72.9 81.2 89.9
60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2
20 13,9 163 18.9 21.7 24.7 27.9 31.2 34,8 38,5
25 14.5 17,0 19-7 22,6 25,8 291 32,6 36.3 40.3
30 15.1 17.7 20.. 413 u236 26.9 30.3 34.0 37.9 42.0
4
40 16,0 18.8 21.8 i 25.1 28,5 32.2 36.1 40.2 44.5
50 8 197 22.9 26.3 29.9 33.7 37.8 42.1 46.7
Enclosed 60 17.4 20,5 23.7 27.2 31.0 35.0 39.2 43.7 48.4
Positive
Loads)
20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5
25 14.5 17.0 197 22,6 25,8 29A 32.6 36.3 40.3
30 15.1 177 20.6 23,6 26.9 30.3 34.0 37.9 42.0
5
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 29,9 317 37.8 42.1 467
60 17.4 20.5 23.7 27.2 31.0 35.0 392 43.7 48,4
ALC15001.3 FL1 2194-R6 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK.
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
U-3338M
Mean Basic Wind S ed m In
Building Zone Roof
Type 120 130 140
3
150 160 170 180 190 200
20 26.0 30,5 5;.4 40.6 46.2 2.2 58.5 65.2 72.2
25 270 31.6 36.7 L -421 47,9 54,1 60r6, 676 74.9 30
L
27,
9 32,8 38,0 43.6 49.6 56.0] 62.8 70.0 77.5 4
40
29A 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 T---- 61.3 68.8 76.6 84.9 Enclosed
60 31.5 37.0 42.9 49.3 56A 63.3 70.9 79.0 87,6 Negative
Loads)
20
321 37,7 43,7 50.1 57,0 64A 72.2 80.4 89.1 25
33.3 39,1 45.3 52.0 59.2 66.8 74.9 83.4 09Z4 30
34,5 40.4 46.9 53.8 61 3 691 77.5 864 95.7 5
40
2-42 5 49.3 56.6 64.4 727 81,5 90.9 100.7 50
37.7 44,3 51 A 58.9 67.1 75.7 84.9 94.6 104.8 60
38,9 45.7 510 60.8 69.2 781 87,6 97.6 108.1 20
16.7 19.5 22.7 26.0 29.6 33,4 37.5 4717 463 25
173 203 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30
17.9 21.0--T-24.3 27.9- 31,8 35,9 40.2 44.8 49.7 4
40
18.8 221 2 29.4 33A 37,8 42.3 4T2 52.2 50
19 :6 1:9: 23 0 2105.
6 267
267 3 6 30.6 0 34.8 39,3 44.1 491 54.4 Enclosed
60 20,2 237 27.5 31.6 35.9 40.5 45.4 50,6 56.1 Positive
Loads)
20 16.7 19.5 22.7 26.0 29.6 314 37.5 41.7 46.3 25
17.3 20.3 23.5 27,0 307 34.7 38.9 43.3 48.0 30
17,9 21.0 243 27,9 31.8 35.9 40.2 44.8 49.7 5
40
18.8 22.1 25.6 29.4 33,4 37.8 42,3 47.2 52.2 50
19.6 23.0 26.7 30,6 34,8 393 44.1 49.1 54.4 60
20.2 237 27.5 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 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
3/8"
3 / 4
KnMPTPI VIPW
ISOMETRIC 10-tw
3/8 PRONLE
ALUMINUM COILS, INC
Soffits
9314m. r
ALC 150013 FI-12194-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
1/8" HEM
5 3/4"
7 / 8
1/4"
lffimz
ALUMINUM COILS, INC
Soffits
off-mmm
ALC 15001.3 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 SERVICE-3, LLC
16" Q4 Soffit
18" BLANK
3 / 8 PROFILE
U1 L
17
J 1,
J
j
ALUMINUM COILS, INC
Soffits
Appendix D
ALC 15001.3 FL12194-R6 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other
product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
ALUMINUM COILS, INC
Soffits
Appendix D
3 1/8" 7/8" 3 1/8" 7/8" 3 1/81,
5/16"
72 1/2- 112- 1 / 2:" 1/2" 1/
3/8-
mmum
eau
C5 P
1j,
Lj
END OF REPORT
ALC15001.3 FL12194-R6 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or
quality assurance 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,
1/2/2018
1 1 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear
d6 b-' Product Approval USER:
Public User prL1LQduLt_
AMrovaj Mfnt4 > ELqauc lia o SeaLh > AL libation i*,t > Application Detail 9L,j pjL __ _ jp_ _ L FL --'
FL5444-R12 Application
Type Revision Code
Version 2017 Application
Status Approved Comments
Archived
Product
Manufacturer CertainTeed Corporation -Roofing Address/
Phone/Email 20 Moores Road Malvern,
PA 19355 610)
893-5400 mark,
d.harner@saiiit-gobain.com Authorized
Signature Mark Harner mark.
d.harner@saint-gobain.com Technical
Representative Mark D. Harner Address/
Phone/Email 18 Moores Road Malvern,
PA 19355 610)
651-5847 Mark.
D.Harner@saint-gobain.com Quality
Assurance Representative Address/
Phone/Email Category
Roofing Subcategory
Asphalt Shingles Compliance
Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer Evaluation
Report - Fiardcopy Received Florida
Engineer or Architect Name who developed the Robert Nieminen Evaluation
Report Florida
License PE-59166 Quality
Assurance Entity UL LLC Quality
Assurance Contract Expiration Date 03/09/2020 Validated
By John W. Knezevich, PE Validation
Checklist - Hardcopy Received Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code 51ADAM0
ASTM
D3161 ASTM
D3462 ASTM
D7158 IN
rulln-mix—fff Y-
e.m 2016
2010
2011
ki '
kJ,k% s "'N" Product Approval Method Method I Option D file:///
C:/Users/ERappold/Desktop/2017"/"20PRODUCT`/`20APPROVAL/Florida%2OBuilding%2OCode%200nline.htmi 1/2
Florida Building Code Online
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MIM111111111
09/07/2017
09/12/2017
09/15/2017
12/12/2017
CertainTeed Asphalt Roof Shingles
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure, N/A
Other- Refer to ER Section 5 for Limits of Use
3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Installation Instructions
EL5444-R12-JL-2D17-09—RNAL_ER CERTA-J D ASPHALT
Verified By: Robert Nierninen, PE PE-59166
Created by Independent Third Patty: Yes
Evaluation Reports
EL5444---RJZ-jA--17 09--ELN-AL-LR-CERTA-INIEEQ—ASPqAA-T
alwNGIE5 EL5444:R12 pdf
Created by Independent Third Party: Yes
Con jo-u-j-i :: FLQLla—a -4- 24
The State of Florida is an AA/EEO employer. o hyut i 715tate_g Flri LL[Kac menu :: : : ALt ij _RpfUDA_$jggrn&A(
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 sen
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
Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email adds
if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record, If you do not wi=_
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 licom
under Chapter 455, F.S,, please click hgr,
file:IIIC:lUsersIERappoldIDesktopl2017%20PRODUCT%20APPROVALIFlorida%20Building%20Code%200nline.htmI 212
TRINITY ERD
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DE@GN,LLC.
Certificate ofAumoriznm,o#9noa
353CHR|ST|ANSTREET, UNIT #13 OXFORD,
CT 06478 203)
262'9245 Date
of Issuance: 09/22/2005 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 6 th Edition (2017) Florida Building Code sections noted herein. b*
esumm: Labeling shall be in accordance with the requirements ofthe Accredited Quality Assurance Agency noted herein and FBC
1507.2.7.1/ R905.2.6.1 CONTINUED COMPLIANCE:
This Evaluation Report is valid until such time as the named product(s) changes the referenced Quality Assurance
documentationchanges orprovisions ofthe Code that relate tothe product change. Acceptance ofthis Evaluation Report by the named
client constitutes agreement to notify Robert Niem|nen, P.E. if the product changes o/ the referenced Quality Assurance documentation changes.
Trinity IERD requires a complete review ofthis Evaluation Report relative toupdated Code requirements with
each Code Cycle. Aovcnracwsmr: The Evaluation Report number preceded
by the words ^TrinitylERD Eva|ua1ed^ may be displayed in advertising literature. If any portion of
the Evaluation Report is displayed, then it shall be done in its entirety. wspscnow: Upon request' a copy of
this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages
1 through 12, Prepared by: RohertJ.M. N|eminen,
P.G.
Florida Registration No. 59166, Florida DCA
ANE1983 fVm—=desea! appeanng="=uon^ed by
R.bavw~m, aono9/u5/20n, T1,*does "m""=°=wct—,°
fly s,g=ed CERTIFICATION mINDEPENDENCE: 1. Trinity|ExD does not
have, nor
does itintend m acquire or will it acquire, ahnanda| interest in any company manufacturing or distributing products hevaluates. 2. Trinityl ERD is not
owned, operated or
controlled by any company manufacturing or distributing products it evaluates, 3. Rohe*wicm|nmn' P.E. does not
have nor will acquire, af|nancia| interest in any company manufacturing ordistributing products for which the evaluation reports are being issued. 1. Robert
m|om|nen' 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 |sa building code evaluation. Neither Trinity |
sRo
nor Robert Nicmincn. p.Eaoe' inany way, the Designer ofRecord for any project on which this Evaluation Report, or previous versions thereof, is/
was used for permitting ordesign guidance unless retained specifically for that purpose.
TRINITY ERD
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement; CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6 Ih Edition
2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein,
2. STANDARDS:
Section Pro Standard Year
1507.2,5, R905.2.4 Physical Properties ASTM D3462 2010
150727.1, 13905.2.6.1 Wind Resistance ASTM D3161 2016
150727A, 1390526.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Entityy Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL (TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D31.61 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASI M D3161, 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 0SNK14836 05/22/2005
UL (TST 1740) ASTM D3161 0SNK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL (TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
U L (TST 1740) ASTM D3462 10CA41303 1010712010
UL. (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 1111112010
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013
UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014
UL LLC (TST 9628) ASTM D7158 TGAH,R684 04/22/2014
UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014
UL LLC (TST 9628) ASTM D31.61 & D3462 4786570826 02/12/2015
UL L.LC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015
UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016
UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016
U L LLC (1 ST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016
UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017
UL LLC (QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
Exterior Research and Design, LLC. Evaluation Report 3532,09.05-RI3
Certificate of Authorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2
CertainTeed Asphalt Roof Shingles; 610) 651-5947 Revision 13: 09/05/2017
ZM3MM
TRINITY ERD
4,1 Cr201-,XTT=25,KTI- 3Oand Xr'" 3O|Rare fiberglass reinforced, 3-tab asphalt roof shingles. 42 Arcadia`"'
Be|montw Be|mnontO |R' Carriage Mouse ShangleO' Grand Manor Shmmglee^ LondmarkT"^ Landmark TM |
R' Landmark TM Pro' Landmark = Premium' Landmark m TL, Landmark T" So|aris and Landmark °So|
mrisURare fiberglass reinforced, laminated asphalt roof shingles. 43 NurthGate"" is
a fiberglass reinforced, laminated, SBS modified bitumen roof shingle, 4,4 Presidential
Shake`"^ Presidential Shake TM |R' Presidential Shake TL T= and Pre|dentPresidentialSolari o"~ are fiberglass reinforced, architectural
asphalt roof shingles, 4.5 #atteraST=,
Highland Slate = and Highland Slate T"{Rare fiberglass reinforced, 4-tabasphalt roof shingles, 4.6 PatriotT" is a
fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow
line with contrasting blend drops for color definition. 43 Presidential Accessory, Accessory for
Hatteras, Shang|e Ridge =' Shadow Ridge =' Cedar CreStTM, Cedar C,eSt`~ |R' NorthGate Ridge
and morthGateAccessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any
of the above
listed shingles may be produced in AR (algae resistant) versions. 5.1 This is a building
code evaluation, NeitherThni\ylERD nor Robert N|eminen, P.E, are, in anyway the Designer ofRecord for any project on
which this Evaluation Report, orprevious versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose, 5,2 This Evaluation Report isnot for use
within FBCHVHZjurisdictions, 53 Fire Classification is not part of this Evaluation
Report; refer to current Approved Roofing Materials Directory for fire ratings ufthis product. S 4 Wind
Classification: 5/L1 All shingles noted herein
are Classified in accordance
with FBCTabky 15072,7.1 and R905.2.6.1to 4STM D3161, Class Fand/or ASTM D7158, Class H' indicating the
shingles are acceptable for us in all wind zones uptoY°,d= 150 mph (V"lt= 194 mph). Refer to Section
6for installation requirements to meet this wind rating. 5.42 Presidential Accessory, Accessory for Hatteras, 3hang|e Ridge, Shadow
Ridge'
Cedar Crest, NorthGate Ridge and NorthGateAccessury hip & ridge shingles have been evaluated in accordance with 4STM
D3I61, Class F All except NorthGate Ridge and NurthGateAccessory require use mfBASF Sonu|ostic
NP 1 adhesive or Henkel PLO Polyurethane Roof& Flashing Sealant, applied as specified in manufacturer's application
instructions, for use inwind zones uptoV°w=150mph (V,x=l94mph) 5,43
Classification by ASTM D7158 applies to exposure category B or C and a
building height of 60 feet or less. Calculations by o qualified design professional are required for conditions outside these limitations. Contact the
shingle manufacturer for data specific toeach shingle. 5 43.1 Analysis in accordance
with ASTK0 D7158 indicates the measured uplift resistance (RT) for
the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential So/ncis=) exceeds
the calculated uplift force (Fr) at a maximum design wind speed of Va^ = 150 mph (V* = 194 mph)
for residential buildings located in Exposure Dconditions with nutopographical variations (flat terrain) having mean roof height lessthan urequal
to6Ofeet. The shingles are permissible under Code for installation inthese conditions using the
installation procedures detailed in this Evaluation Report and [ertainTeed minimum requirements, subject to minimum codified
fastening requirements established within any local jurisdiction, which shall take precedence. 5.5
All products in the roof assembly shall have quality assurance audits
in accordance with F.A.
C. Rule 62G20' 3. Exterior Research and Design, uc Evaluation Report ass2.m9.m5-nzs Certificate u/w,morizvtiom#9sm o`"
EDITION (
nou7)recmom'xvxzEVALUATION FL5444-no cuna/nTeeuAsphalt Roof Shingles; (610)651-
5847 Reasiona: 09/05/2017 Page 3vfzz
TRINITY ERD
6. INSTALLATION:
6I Roof deck, slope, undedaymeni and fasteners shall comply with F8C 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements,
Gll UndedaymentshaU beacceptable toCertainTeed Corporation and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 61G28-3, per FBC Sections 1507.2.3, 1507.2.4 or R9O5Z3.
6
2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions,
using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 nrSection R905,2.6 and
the minimum requirements herein. 6
22 Fasteners shall he in accordance with manufacturer's published requirements, but not less than FB[ 1507.
2.6orR905.2.5. Staples are not permitted. 622
Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.
3 CertainTeed asphalt shingles are acceptable for use in reroof(teapoff) or recover applications, subject tothe limitations
set forth |nFBC Section 1511orR9V8and CertainTeedpublished installation instructions, 6 4 ECT2: ,
XT— 25,XT- 30, XT-30 LOW AND STANDARD
SLOPE STEEP SLOPE F-7 AP
Ai, Figure /
1-z4:
Cut tabs, tIAr,*m/mvk,mm^kempuw(qAo o*four nukmWstxsipots
of asphAtnm8ngcement* for every hill shingle (Figure o'
4). Asphalt roofing ,mwmmeeting ASTmn«5S6 v 1 mumm
mm o:3" m,,
mreo-4:
bm/om,w#4, anaskr "Is qftmpbu'la=en/on sfe4p*u oxmnm«Excessive n,,
mroofing cement can ,aust shingles v§mter mgi re//'
21sm`mdamin«
rml.),"lariguwbip,at ti/w 6,4l1 For ASTM
D3161, Class F performance use BASF "SonolasticO NP11"" adhesive or Henkel "PLO Polyurethane Roof &&Flashing Sea|ant^'
inaccordance with CeuainTeedrequirements. Exterior Research and Design, LuC.
Evaluation Report .09.05-n13 Certyaoten/Avmprizoo" #9503 a"'EDITION (
aoz7)pacmow'xvxzEVALUATION po4*4-nz2 cena/meeuAsphalt Roof Shingles; (azu)
os1-so*z Revision xa:oy/os zo/r Page 4orzz
Ml
TRINITY|ERD
LOW AND STANDARD SLOPE STEEP SLOPE
SIX mU and nuxnxwmuxm^ roofing c('111C111 for ewn iliu
h/n-lem`hmmbelow kpwkufoa,m" "x~mm/1 (25111m> mm ,
dg,.v'hfilx, k rhaoroofing u°xn mu^m»^mnu,m^ gm/Sen*
nadsundjoo"b"ts*fasj?aalt Use two (
2), minimum I1%inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each
side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum IX -inch
embedment into the deck, orfull penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-
5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161,
Class F performance use BASF "SonolasticO N PIT" " adhesive or Henkel "PLI Polyurethane Roof &F|
ash|ng Sea|ant,'inaccordance with CertainTeedrequirements, tohand-seal Cedar Crest shingles. Apply NP
1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately
4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle'
s headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and
install nails, Tosecure the other side, apply a 1-inch diameter spot ofNP l or PLadhesive between the shingle layers. Exterior
Research and Design, uc Evaluation Report ,
09.c5-n13 Certificate "/Aomvrizom"nw95o s"'EDITION (xuo)pacmow'*
vyZEVALUATION po«*«nzz oerta/meeoAsphalt Roof Shingles; (ao)as1-s8wr
Revision zs`uy/0s/zozr Page s^v1z
TRINI-ry ERD
6.6
Low and Standard Slope Steep Slope (greater than 21 : 12):
2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every frill Belmont shingle, asphalt roofing cement" for every full
located as shown below, Belmont shingle. ADDIV asphalt roofino
cement I" (25mi-n) from edge of shingle.
See below Asphalt roofing cement meeting
ASTKI D4586 type 11 is suggested,
Z
6.6,1 MIR for BeIrriontO or Belmont" IR:
6.6.1.1 PpjPqn 1: For Belmont', refer to instructions herein for Cedar Crest'" or Cedar Crest'" IR hip and ridge
shingles, For Belmont' IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles.
6.6.1.2 gplion 2: For Belmont"": Shangle" Ridge
Fi uce 17-18: Shangle' Rhige.
Exposure Remove tape
from the right side
8' and fasten
SECOND
Fasten the .Z
left side RIGHT
8 18FIRSSTT
LEFT
iclqtjre 117-19: lijvttillation ref Sbeing,10Ri4,e sbingles on
hips and rid es. 6.
6.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO N PITM " adhesive or Henkel "PLC' Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements, Exterior
Research and Design, LLC. Evaluation Report 3532.09.05-RI3 Certificate
of Authorization #9503 6"' EDITION (2017) FEE NON-HVHZ EVALUATION FL5444-R12 CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page
6 of 12
M*
w'!
LOW AND STEEP SLOPE
STANDARD SLOPE
I, se five nails for evei'N' fill' Sh"'Algh'L
21'5 "mr rvj
85 1,81
01'
TRINITY ERD
I se svven nails and three spots of asphall roofing cement for vcr% full
Grand Manor shangle. ( w five nails and fill'('(' shots of asphalt roofing (
enivn( for cvery rill Carnage liolise sh"Ingle and Ccntvn11i:d Slaw,
kpl)l% xsphah r(mfing colient 1' (25 111111) fron) edge of shingle 1eure
117- j), ksphall rooling ceinent meoitig A14M D 6S6 -1)1?e H is
sill"'emed. 8
Roofirm
Cement 7-
5, 11,14w oisialling oil steepsInIvs, tjse
seven nads aml tbreeqx4s olaspball roqfiirk cement. Him&
Rim for Carriage House Shan;le and errand Manor ShanRie: Refer to instructions herein for Shanglea'
Ridge hip and ridge shingles i
TM• T ANDMARK"`, LANDMARK" IR, LANDMARK7r' PRO, LANDMARK PREMIUM, LANDMARK mTL, LANDMARK"" Wt,
OLARL LANDMARK TIA SOLARIS IR, NoRTHGATE: LOW
AND STANDARD SLOPE MUR411001=
12'
143/4" 12" 305
mm) (3/5 PIP) —'-(30'5 'inm)- —1 1(05
01M) pi ` (25rlNallable Atha 131/2',
13"
1 "
11/a' 343 mm) 1'330
men)- —1— (343 frrn) 2 --T 5 111,
11) min)— Figlur /'f- f Vsefim
nallsfor erel"I fidl sbiligle WIDE t."J[ING
12"
14 3,A' AREA 305 —,mj 5
rani ---I -- (305 M-r) —1 Naitr,, aj 1re Natog
as
for low
arrif standard slopes :,fon) 2:12 to 21 121, Nal ')ew'en zsppet & k'
em' Voi as Sown aboye, Exterior Research and Design, L-
C. Evaluation Report 3532.09.05-RI3 Certificate of Authorization #9503 6"
EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 Certain -reed Asphalt Roof Shingles; (
610) 651-5847 Revision 13: 09/05/2017 Page 7 of 12
STEEP SLOPE
use six imils, and four ,I)o(s of aspilak roofing Cement for every Full
laminated shingle. "'m below, Aspliall roofing cement sliould meet
ASTM D4586 'INJ)e 11, 1" spots of sIsjdlajt roofing Cement tin(le
each comer and at ,ibout 12" 10 13" if) from each ed"ge.
MiTINEEZERIM
121111- 1-- 305
rin) Nail
Area For
Stew-1 I"
25
mm) Ro
1140/
4 .. . ....... 12"- - 375
irm) 1 (305 mio) f
1 "(25 mr-r) Release
Tape, I I -
25
1,11m, imliffim,
3M NorthGate:
STEEP
12" 1 4-6h4" SLOPE
1—(30 5 m,,n)— 1-- (375 toNAILING Nailin,
AREAbe= mm) na
343
rrm.) 1 (
25 ql,) TRINITY
ERD 13''
130 "
Ir") 343 rPll n-
1) A,
z
i
Roofing Gement: Figure,
1,3-5: Use stv naits cant fiterspot of aspbtdl
mqfing cement on shq) slopy,,s. 12"
305
mm)-,—1 1"(
25 Nailing
areas for steep slopes (greater than 2112) and "
Stom-Nailing" N&
I between lower 2 nail lines as shmvn above, 6,
8,1 Hip & Ridge for Landmark TM, Landmark T" IR Landmark TM Pro, Landmark TM Premium, Landmark"' TL Landmarklm
S21airis, LandmarkTm Splaris IR, NorthGate: 6,
8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12'
305mm) (
250mm) 6'
6' 415/
16' 415116 125min)
I'll25 m no 1,50mm) (1 50mm) Nolen
for Centering
12
131A fW51111111 (
337mlll) Notches
for Alignro nt to the
Top Edge of the Pre0ons Ca
p for 5' (125 1 nrn.1 E (1
XPOSLIFe
Exterior
Research and Design, LLC, Certificate
ofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed
Asphalt Roof Shingles; (610) 651-5847 75/
8' 196mm)
I
I t Evaluation
Report 3532.09.05-RI3 FL5444-
1312 Revision
13: 09/05/2017 Page
8 of 12
MEEMEMMUM
N
TRINITY ERD
13 18
4 (333 mm) o-
4 6 5/8" 65/8" 01168mm) (168 mm)
Centering
4" -
Notch
mm,)
337 -,'
Afign these'
notches to top
7 5/8"
194 mm)
edge of
previous c
NorthGate Accessory
i2"
Laying Notch
Figure 1.3-20.- Use kj#rkq notches to center shrrigjia on bips and
ridges, and to bcak Mw correct exposutr,
6.8,1.2 For ASTM D3161, Class F performance use BASF "Sonolastice N PITM " adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.8.13 Option 2: Refer to instructions herein for Cedar CreStTM, Cedar Crest— IR hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1113
Certificate ofAuthorization #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017
Page 9 of 12
TRINITY ERD
6.9
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five rails for each full Presidential For steep slopes, use nitre trails for each full Presidential shingleand shingle
as shown below. alTIV I" ftuuetef spots of asphalt roofing cement under each shingle 1411). Aftel'
applsiijg 5 riagls in between the nailing guide lines, apply,i nails I" Nailing
40" above tab cutouts making cerLdn Cd)s of overlying shin.0y e cowr nails, Guide
Lines (1016 innn), b
114' 133
n iff 1) 14
1A L
V, t
1 112' "M MITI) (362 ulna NOTE:
Apply nails on painted guideline. T T Figure
16-0., Fasfcidng 1Tnvdenfial ana(Pr-esi&wft4l 71 Shaky! V diameter asphalt looting ecillInIt sbingles
on lou, and standardslopes. Figure
ff- 7Fash,,song JWNialmtial atul IW?,0(kntkd 7Y1 5hake, sbilk'ah"
son Steep 'Voes, 6.91
sidential Solarise"": 6.
9.
1,1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY
Presidendat accessory
shingles can be used for covering hips and ridges. Apply
shingles up to the ridge (expose no more than 7; " from the bottom
edge of the "tooth." Fasten each accessory with tNV10 fas- teners. The
fasteners must be 0/f" tong or longer, so they penetrate either -3/
4" into the deck or completely through the. deck. Presidential accessory comes
in two different sizes: Accessory produced in Birmingham, AL
is 12" x I.-- Portland, OR produces 97/s- x 1 3f/4" accessory. 6,
9.
1.2 For ASTM D3161, Class F performance use BASF "Sonolastic' NPl"" adhesive or Henkel "PLO Polyurethane Roof &
Flashing Sealant", in accordance with CertainTeed requirements. 6.9.
13 pp:Uon 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. 6.10
V 9
LOW, STANDARD
AND STEEP SLOPE: W icl
fnn) 2 0
fl-inn) —l-l236
11m) 1 (230 m,T)) 3 W36IIIal) 25 rnin)
93/8-
Rooting Ceawfil 240 mr))
ogam I
i t 1z"'I"w"'s I'm '
leap Aojw, 1-ho, lmds md ogilt Jmlc of;1"Jauh roofin", vniom forc
wb hot Hmlenl hmg4v x, simen Amw Art& I J le ,lenhW lkdlerasshi,qles on lj'!, and
sland(adSlop", (2imlll) dual vcr yol, of roorlog tvine'a f,VsPI 1) IS86 1l1,w 11 For low
and "lall(hol , lolv,use rive wok For each lell mule, 'm h gala re> lie, Por" sJlmglv into ph(e, "Ere >=oI n,11lel"
e, Slnjj gle ao ahtnvn above. 'nix)w ( oekml CM;TION:
Ibo mw h +oofing cellicla ran cm,w to blister. Exterior Research
and Design, U-C, Evaluation Report 3532.09.05-RI3 Certificate ofAuthorization #
9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RI2 CertainTeed Asphalt
Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10
of 12
6.10-1.1 0 ion 1: Accessory for Hatterasp_
Figure 15-14: 18 lhrii,r-Psece units separatv to make
54 11atteras Accessory sbingles.
6.10.1,2 Option 2: Cut Hatteras Shingles
7- 230
ew G?, C;,lp ce, p
Shm,-g e Sin e slipgki Shin le
Figure 45-20: Cul lfafkras sbingles to make corer cap,
TRINITY ERD
81, (4 60
will) 114- z,\Nof,
Jto 0
Fi' gure 15-21: Ins"MAon of caps alorkq bps and
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NP11"" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with Certain -Feed requirements.
6.11
LOW AND STANDARD SLOPE: STEEP SLOPE.
Im, FIVE mtitsawl FIGIL`Lspot, ofxphodt rmlijig ccrucrit* for ,ach 4, —
ZX full Ilighl"IfId Slaw Silifigle. For Mond -tale. SIX nails an, roqture,1. T ----------
r-T--,-i
Apply I' iiaflwto Spots of :a4phdt Io(bg conwiit ender tAdi lab Nsph:tlt roofing,
cemont met,bg VSTNI D,1580 '1)1,e 11 ts WS!Xml SIX "
t., aj.
l Use
1`117F
naIA,1br (wiy ffigbland VWe sbingle, Figure il-dA
1 se, fflh,'nads and ogtl,,,Q,hc fT,/obafl oqfing , rvomiif mrWr
ewb comer. CAI TION: Exct,,
siw ux, of roofitig ,,m l ause ,1111)glos to blister, Hip &
Ridge fg:)
r !jighland Slate TIM Higrhland Slate TIM IR: Refer to instructions herein for Cedar Cre StT", Ced CreStT1 IR or
Shangle Ridge Tm hip and ridge shingles. Exterior Research and
Design, LLC, Evaluation Report 3532.09.05-R13 Certificate ofAuthorization #9503
6" EDITION (2017) FBC NON-HVHZ EVALUATION F1,5444-1112 CertainTeed Asphalt Roof
Shingles; (610) 651-5847 Revision 13; 09/05/2017 Page 11 of
12
N~`~ 0
N "M 8 "'~
6.12
LOW AND STANDARD SLOPE STEEP SLOPE
i*cFill Knails for ox:Yfull kcalrdxx hwvnhdvn /w«»«,mls»/1d anmallnmUux^m,mhx,wohill moWom,h.
mnb,|vny'hal/m.`l'i/:o,noxm,w.ox/xrn/4Sm^ Tye 11a,oggvm,
u4x \r/omm`xvx,olm+hd/mvDou m I em*
1- 6AZ2
Refer
to
instructions herein for Cedar CreSt=' CedarCrestT= |0' Shadow Ridge T"' morthGateorShangleRidge Tmhip and
ridge shingles. 7.1 Each unit shall
bear a permanent label with the manufacturer's name, logo, cby, state and logo of the Accredited Quality Assurance Agency noted
herein, 7 2 Asphalt shingle wrappers
shall indicate compliance with one ofthe required classifications detailed in F8C Table 1507.2.7.1/ R905.2.
6.1, As required by the Building Official
or Authority Having Jurisdiction in order to properly evaluate the installation of this product, Contact the named OAentity for
information
on which plants produce products covered by Florida Ruh61G20-3 CIA requirements, ULLL[—CNA9525;(414)248-64Q9;karen.
buchmann@usuicom
END OF EVALUATION REPORT ' Exterior Research and
Design, uc Evaluation Report
saszzm,05-uo Certificatxmm"thorizumo w9503 o`"EDITION (zoz/)pacwow-*
v*ZEVALUATION pe444-nz2 oerto/meeuAsphalt Roof Shingles; (ozNasz-su«r
ne"munzs:op/us zmr Page ovfzz
Florida Building Code Online
BCIS Home Log In User, Registration li Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Sear
b0 Product Approval
USER: Public User- dlp'r
Prod i,Lq_Ajzp> (ou _riQvdLMe r,t r pRUWim, > Application Detail
FL # FL12328-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
oplin, MO 64802
417) 624-6644 Ext 2305
keri-i—eden@tamko.com
Authorized Signature Kerri Eden
kerrj_eden@tamko.cory)
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Ernail
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Flardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
I" Validation Checklist - Flardcopy Received
Certificate of Independence
in fajj
Referenced Standard and Year (of Standard) 5ta nA"r Y-9 AT
ASTM D1970 2015
ASTM D226 2009
ASTM D4869 2016
ASTM D6380 2003
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding,orglprlpr_appjtl.aspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6l CFKFGNQ%3d%3d 1/3
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
12328.1
Method I Option D
10/05/2017
10/19/2017
10/20/2017
12/12/2017
Model, Number or Name
ASTM Slate Sur -faced Roll Roofing
Limits of Use
Approved for use in HVHZ. Yes
Approved for use outside HVHZ: Yes
Impact Resistant. N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
12328.2 1 ASTM Tile Underlayment
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure. N/A
Other: See evaluation report for limits of use.
123283 Master Smooth
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use,
12328.4 i Moisture Guard
Limits of Use
Approved for use in HVHZ. Yes
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
12328,5 No. 15 ASTM
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant., N/A
Design Pressure: N/A
Other: See evaluation report for [it -nits of use.
12328.6 No. 15 UL
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Description
Roll roofing surfaced with mineral granules
Installation Instructions
LL_1212ti RB _IBP_14D_014_201_Z FBQ_Eva1jRepQitjAMKQ
Vj1dgd1dy_me_iAa_ fa Laft
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
fLj2jZa_H,_ At
Un dg, ry ai e ns, final pdff Created
by Independent Third Party: Yes Coated
organic underlayment Installation
Instructions Und_
U10 m n fingfpdf Verified
By: Zachary R. Priest 74021 Created
by Independent Third Party: Yes Evaluation
Reports UnAerj,
jym&jl s_ final Created
by Independent Third Party: Yes Asphalt
saturated organic underlayment, Installation
Instructions ELL232B__
U_U_MP_L4_Q Under
l"MQntf r _ s wralpdfVerified By:
Zachary R, Priest 74021 Created by
Independent Third Party: Yes Evaluation Reports
ELU22BL-K-
Af- !-A-M-KQ U_ndQL1DyLp_
u_t5jj,pal.p_df Created by
Independent Third Party: Yes A self -
adhering modified bitumen underlayment. Installation Instructions
ELM2BRtL BP14
01.4 2017 FCC Evsnl Re SLCtTAMKQ Verified By:
Zachary R. Priest 74021 Created by
Independent Third Party: Yes Evaluation Reports
EL12328_WL_
MKQ Asphalt saturated
organic felt Installation Instructions
EL1Z1Z8_U_
U_T_RP1_4_Q U-ndgularnent
fi naLI;rd s- fVerified By:
Zachary R. Priest 74021 Created by
Independent Third Party: Yes Evaluation Reports
FU232B__R$_
AL_JBP1.4--U7_E_Q yaQ JMQ V nA e_rla,
ymi pqn,ts (n_gj_d f Asphalt saturated organic felt
Installation Instructions 17_ML_
EYALR9U=j8.
M KQ Verified By: Zachary R.
Priest 74021 Created by Independent Third
Party: Yes Evaluation Reports E1122Za_H_
A_Ej
BPL4QQj_4_2017 FBQ vcqjR ofLjAMKQ Und-_rlayrngnt finpi- p
g - __s_gf CreatedbyIndependent Third
Party: Yes https://www.floridabuilding.org/
pr/pr_app_dtLaspx?param=wGEVXQwtDqtF2AezuarjgOlAramDGm5ebt5wRW28J8d8c6lCFKFGNQ`/`3d°/`3d 2/3
74
TECHNICAL SERVICES, LLC
Manufacturer: TAMKO BUILDING PRODUCTS, INC.
P.Q. Box 1404
Joplin, MO 64802
417) 624-6644
Quality Assurance: UL LLC (QUA9625)
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507,1 . 1
Properties: Physical properties
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
813) 480-3421
NEEMEM
Issued October 19. 2017
TAMKOO ASTM Slate ASTM D 6380, Class M, Type 11 underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO@ ASTM Tile ASTM D 6380, Class M, Type 11 underlayment constructed from an organic felt saturated
underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMIKO@ Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVU4_gnly.
TAMKO@ Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard@ with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape,
TAMKOe No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic, felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKOO No. 15 UIL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated saturated with asphalt
Organic Felt
TAMKOe No. 30 ASTM ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO@ No. 30 UL ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO@ TW Metal and Self -adhered, flexible, ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
Tile underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAMKO@TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a
underlayment polymer film on the surface and a removable release film on the adhesive side.
TBP14001A FL12328-R8 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 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.
a~0 0 0 w» TA KOBU|U0N8PR0DCUTS.C,
8 TAMKQWnder|aymmmm
TECHNICAL SERmCES,LLC
TAK0KO(D TAM -FELT Alternate toASTM D 226. Type | and Type || under|aymentuoncdmnted from a non -
perforated organic felt that imsaturated with asphalt, APPLICATION
METHOD Installation
shall be in accordance with the published manufachirer's installation instructions, the requirements
below. Deck
substrates shall be clean, dry, and free from any irregularities and debris, All fasteners inthe deck shall he checked for
protrusion and corrected prior to underlayment application. The roof
deck shall be constructed of closely fitted plywood sheathing for new or existing construction, Plywood deck shall be
installed in accordance with FBC requirements, Roof decks shall have no more than 1/8" gap at abutting The minimum
application temperature shall ho5n°Fexcept as follows: a) The minimum
application temperature ofTAMK08TVV k8eto| and Tile Undedeymen8 and TAM K0OTVV Undedaymonishall ba4O°F.
b) Theminimumapp|icotion1emparatunaofTAMKOOW1oiotueGuard@mhmUhe35^F,
The minimum roof slope
shall he in accordance with FBC requirements except aafollows eV The minimum slope
ofTAMK0OA8TMSlate Surfaced Roll Roofing shall be212. Undedeymenia shall be exposed
in accordance with the manufacturer's reoommendadiono, but in no case ohoU exposure exceed 3Odays. Exception:
TAMKOOTVVMetal and Tile
Undedaymon\may heexposed for amaximum gOdays. Self -adhering underlayments may be adhered to
primed or unprimed plywood substrates in the non-HVHZ. All roof coverings shall be mechanically fastened
through the underlayment to the roof deck, Allowable Roof Coverings: Metal Roof Mineral Wood
Asphalt Panels and
Surfaced Roll Shingles and
Slate Clay and Shingles- fin hakes on rete Tile Surfaced
Roll Roofing Underlayment Felt Saturated Organic
Felt Felt Saturated
Organic
Felt
Underlayment Notes: 1)
Open
valley applications per
1507.
2.9.2 2)Wood shingles only TBP14001.4 FU2328f8
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 no,
imply warranty, in$aoatinn, recommended use, nrother product attributes that are not specifically addressed herein.
A=' TA K0BU|L0NGPR(xCUTS.INC,
0.` TAMKOUndmdmyments
TECHNICAL SERmCES.LLC
1) Fire Classification ianot within the scope ofthis evaluation. 2) Wind
uplift resistance innot within scope nfthis evaluation. 3) Installation of the
evaluated product shall comply with this report, the FBC, and the manufacturer's published application instructions, Where discrepancies
exist between these sources, the more restrictive and FGC compliant installation detail shall
prevail, 4) Contact the manufacturer
when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,
the minimum roof slope shall be in accordance with FBC requirements. G) All undedayments shall
be installed with the m|| length parallel to the eave, starting at the emve. and lapped in successive courses installed
up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered
between courses in accordance with the manufacturer's application instructions. 7) The under|ayment
may be used as described in other current FBO product approval documents. 8) The undedeymenishall not
beinstalled over existing roof coverings. 8) Contact the manufacturer regarding specific
exposure limits for each underlayment. 10) All products listed in this
report shall be manufactured under a quality assurance program in compliance with Rule b1G2O-3. Entity Report No
Standard Yearpmconmmcu Materials
TAP-/9202-01 ASTMD197O 2015apn|Construction Materials Technologies (TST6n4n) T*
r-193-02'01 ASTMD1070 2015a PR|Construction Materials Technologies (T8T60*s)
Txp-214'02'0/ A3TMDy8Sg 2016 PR|Construction Materials Technologies (TS7B&^9)
TAp'215'02'01 ASTMD22S 2009 PR|Construction Materials Technologies (TST6O49) TAP-
216-02'03 ASVND888U 2003(2013) pR|Construction Materials Technologies (T3TB049} TxP'
217-02'0/REV ASTMDG38O 2003(2013) pR|Construction Materials Technologies (TSr8O4S) rxP'
2/8'02'01 A8TMD228 2009 PR|Construction Materials Technologies (TSTOU49) TAP-
219-02-01 A8TND226 2009 pmConstruction Materials Technologies (TST5O49) TAp220-02'
01 ASTMDO88O 2003(2013) PR|Construction Materials Technologies (TSTGQ*S) TAP'
222-02-01 ASTMD*W68 2016 pR|Construction Materials Technologies (TSTO049) TAP'245'
02'01 TA8l03 1995 A8TMD4rS8 2017 PR|Construction Materials Technologies (TSTG0*
8) T&
r'31/-02'01 ASTMD1SrO 2015w Pn|Construction Materials Technologies (TSTGn48) TAr-319-
02-01 1 ACC|88 2012 PR|Construction Materials Technologies (T@Ts04S) T8r'387'
02'01 A8TMn1S7O 2015a Pn|Construction Materials Technologies (TSTg04g) TAP-388-
02-01 ASTMU1Vr0 2015a ULLLC(TST9O28) 13CA12269 STM D 228 2009
This evaluation report is provided for State
ofFlorida product approval under Rule81G20-3. 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 no, imply
warranty, instm||atiun, recommended use, nrother product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6 th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
P 4"i
E N
No 74021
fir,
8
0
STATE OF e441 ,Z
0 R
0 N A
11,1111110"'
WMIS
W119911WE
b- r' 12:15:58
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 Linder 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
TBP14001A FL12328-R8 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.
TECHNICAL SERVICES, LLC
Manufacturer: TAMKOBUILDING PRODUCTS, INC, P.
O. Box1404 Joplin,
MOG48O2 417)
6246644 Quality
Assurance: ULLLC(OUA9025) Category:
Roofing Subcategory:
Undedoymentn Code
Sections: 1507]1 Properties:
Physical properties Certificate
ofAuthorization No. 29824 1752OEdinburgh Drive
Tampa, FL33647 813)
488-3421
Issued October /9,
20Y7 TAMKQO4STM Slate AGTIMD03GO.
Class K8.Type Uundedaymentconstructed from organic felt saturated Surfaced Roll Roofing with
asphalt and coated on both sides with asphalt and surfaced with granules. TAMNO@ASTMTile ASTM D 6380,
Class M, Type 11 underlayment constructed from an organic felt saturated Underfaymemt with asphalt then
coated onboth sides with asphalt and surfaced with granules. T4MKO@Moster ASTIM D 6380, Class
S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated
on both sides with asphalt and surfaced with a fine mineral. For TAKQKO@/0m<stuns Self-adhered,
ASTK4 D 187U.fiberglass reinforced, modified bitumen sheet membrane Guard@ with a mineral surfacing
and o removable ns!emae film on the adhesive side and removable selvedge release tape, TAN}
KO@No. 15 ASTN ASTM
D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic
Felt TA88KD@No. i5UL ASTIMQ22O.Type |
undedaymon\constructed
from anon-perforated organic felt that io Asphalt Saturated saturated with asphalt, Organic Felt TAYmKO@No.
3OASTDD ASTK8D22O.Type ||undedaymentconstructed from
anon-perforated
organic felt that ia Asphalt Saturated saturated with asphalt. Organic Felt T40lKOVDNo. 30UL ASTM
D 226, Type 11 underlayment
constructed from
a non -perforated organic felt that is Asphalt Saturated saturated with asphalt, Organic Felt TA/mKO@ TVVMetal
and Se|f-udhe/ed.
flexible, A8TMD1370and
TAG103. rubberized asphalt sheet membrane Ti|eUndedmynnent with a polymer film on the surface and a removable
release film on the adhesive side. TAMKOOTVV Self -adhered, flexible, AGTK8 D 1970. rubberized asphalt sheet membrane with
m Undedayment polymer film onthe surface and aremovable release film onthe adhesive side.
This evaluation report isprovided for State ofFlorida product approval under RuleS1G2O-3. The manufacturer shall
notify CREEK Technical Services, LLCofany product changes orquality assurance changes throughout the duration for which this report isvalid. This
evaluation report does not express nor imply warranty, insta||ation, recommended use, o,other product attributes that are
not specifically addressed herein.
TAMKO BUILDING PRODCUTS, INC. CREEKTAMKO Underlaymentsa s
TECHNICAL SERVICEs, LLC
TAMKO@ TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non -
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be
checked for protrusion and corrected prior to underlayment application.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1l8" gap at abutting
joints.
The minimum application temperature shall be 50'F except as follows:
a) The minimum application temperature of TAMKO IQ TW Metal and Tile Underlayment and TAMKO®TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMK08 Moisture GuardO shall be 35'F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMK08 ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVNZ.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Underlayment
Metal Roof
Asphalt Panels and
Shin ees Shln Ies
Mineral
Surfaced Roll
Roofin
Wood
Shingles and
Shakes
Slate
Shingles
Clay and
Concrete Tile
TAMKO@ ASTM Slate
Y' N N N N Y
Surfaced Roll Roofing
TAMKO@ ASTM Tile
N N N N N Y
Underlayment
TAMKO@ Master Smooth Y' N N N N N
TAMKO@ Moisture Guard® Y N N N N N
TAMKO@ No. 15 ASTM
Asphalt Saturated Organic Y Y Y YZ N N
Felt
TAMKOD No. 15 UL Asphalt
Y Y Y Y2 Y N
Saturated Organic Felt
TAMKO@ No. 30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKO@ No. 30 UL Asphalt
Y Y Y N Y N
Saturated Organic Felt
TAMKO@ TW Metal and Tile
Y Y N N N Y
Underlayment
TAMKO@ TW Underlayment Y Y N N N N
TAMKO(9) TAM -FELT Y N N N N N
Notes: 1) Open valley applications per 1507.2.9.2
2) Wood shingles only
TBP14001 A FL12328-R8 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.
a*)0~0 T KOBV|U0NSPRn0:VTG.INC.
m.N 0 TAMKO3nuedaymmms
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification imnot within the scope ofthis evaluation, 2) Wind
uplift resistance innot within scope ofthis evaluation. 3) Installation of the
evaluated product 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. 4) Contact the manufacturer
when installing at temperatures below the minimum application temperature. 5) Unless otherwise stated,
the minimum roof slope shall be in accordance with FBC requirements. G) All undodeyments shall
he installed with the m|| length pom||o| to the eeve, starting at the eave. and lapped in successive courses installed
up the deck in e manner that effectively sheds water from the deck. End laps shall be staggered
between courses in accordance with the manufacturer's application instructions. 7) The underlayment may
be used as described in other current FBC product approval documents. 8> The undedaymentshall not
heinstalled over existing roof coverings. 8) Contact the manufacturer regarding specific
exposure limits for each underlayment. 10) All products listed in this
report shall be manufactured under a quality assurance prograrn in compliance with Rule O1G20-3. Entity Report No
Year pmConstruction Materials
Technologies (TST6V4g} T8P-192'
02-01 ASTNO197O 2015a PR|Construction Materials Technologies (TgTOo48) rAP-/93-
02'01 xSTmD1S70 2015e PR|Construction Materials Technologies (TSTmn*S) TAP-
214-02'01 ASTNO*88S 2816 PR|Construction Materials Technologies (T8T6O49) TnP'215-
02'01 ASTND22G 2009 PR|Construction Materials Technologies (TST8049) TAP-216-
02'03 ASTMDa88O 2003(2813) pR|Construction Materials Technologies (TST6O4G) TAP'21782'
01REV ASTMDO38O 2003(2013) PR|Construction Materials Technologies (TST6049) TAP'218'
02'01 STMD22O 2009 pn|Construction Materials Technologies (TSTG04S) TxPo19-02'
01 ASTMD22G 2009 pR|Construction Materials Technologies (TSrB049) TAp'220-
02'01 xSTNDGa8o 2003(2013) PR|Construction Materials Technologies (TSTGO*Q) TAP'
222-82-01 xSTND4809 20/8 PRiConstruction Materials Technologies (TSTG&oS) TAP'24502'
01 TAB 103 1995 A8TNo4re8 2011 pR|Construction Materials Technologies (T3T60*g)
TxP-311{)
2-01 ASTND1V7n 2015a PR/ Construction Materials Technologies (TSTOO4B) TxP-319'02-
011 ACC 188 2012 PR| Construction Materials Technologies (TST6D*9) TxP-387-02'
0/ xSTM D 1970 2015a pR| Construction Materials Technologies (T8T80*9) rxp-388-02'
01 ASTM Q 1970 2015a ULLLC (TST9628) 13C*12268 ASTMD22G 2008 This evaluation report
isprovided for State ufFlorida 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, instwnativn, recommended
use, orother product attributes that are not specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
COMPLIANCE STATEMENT
TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
The products evaluated herein by Zachary R. Priest, F.E. have demonstrated compliance with the Florida Building
Code, 6 In Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer,
I 01V11'111111111
0-
C
No 74021
0
J STATE 0 F 1JJ
0
0 R
RNMEMERTEMM
12:15:58
0 A IrN
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,
W=1MD13N3=_
TBP14001.4 FL12328-R8 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.
1 /2/2018 Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff BC1S Site Map Links Sear
l
product Approvalbi, USER: Public User
iS >S, _AI?i2r v l Menu > L:g 4?r.,:: L?.F?.i211. .SS.. n 4 .3r ,F > _ _ _ja_r > Application Detail
FL # FL3792-RIO
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/ Phone/ Emai!
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lomanco, Inc
2101 West Main Street
Jacksonville, AR 72076
501)982-6511
acarter@lomanco.com
Andrew Carter-
acarter@lomanco.com
Andrew Carter
2101 West Main Street
Jacksonville, AR 72076
501)982-6511 Ext361
acarter@lomanco.com
Andrew Carter
2101 West Main Street
Jacksonville, AR 72076
501)982-6511 Ext6163
acarter@lomanco.com
Roofing
Roofing Accessories that are an Integral Part of the Roofing System
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
StanAoLd,
Miami -Dade TAS 100 (A) me
i affirm that there are no changes in the new Florida Building Code
which affect my product(s) and my product(s) are in compliance with t
new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method 1 Option A
Date Submitted 11/08/2017
https_//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQMDgsFgPhXouzz9PGbeVjdikEkuTr[zAU6DFsUcmbpCG3RoA`/Q3d°laid
Florida Building Code Online
Date Validated
Date Pending FBC Approval
Date Approved
11/08/2017
1111212017
Summary qf,,P1r9du_cts
EL # Model, Number or !Name Description
3792.1 135 Roof Louver Aluminum Roof Louver
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL3792 RIO_CL_(:AC Lc)i)L)AocgLI35-Z_Q00 - fiQA 6U!_Q2 _Pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: N/A 08/17/2021
Design Pressure; N/A Installation Instructions
Other: 1. Refer to applicable building codes for required 5-1915-adi
ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Verified By: Miami -Dade BCCO - CER
Vent shall be installed over composition shingles roofs only. 3. Created by Independent Third Party:
Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Evaluation Reports
3792.2 730 Roof Louver
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure, N/A
Other. 1. Refer to applicable building codes for required
ventilation, 2. Lomanco's Model 730,750,770 Roof Louvers shall
comply with applicable building code. 3, Lomanco's Model
730,750,770 Roof Louvers shall not be installed on roof mean
heights greater than 33 feet.
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant; N/A
Design Pressure: N/A
Other: 1. Refer to applicable building codes for required
ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall
comply with applicable building code. 3. Lomanco's Model
730 750,770 Roof Louvers shall not be installed on roof mean
heights greater than 33 feet.
3792,4 i 770 Roof Louver
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: 1. Refer to applicable building codes for required
ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall
comply with applicable holding code. 3. Laurance's Model
730,750,770 Roof Louvers shall not be installed on roof mean
heights greater than 33 feet.
3792.5 770D Roof Louver
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
Inc bipeNden'tTh
Aluminum Roof Louver
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/16/2021
Installation Instructions
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
Certification Agency Certificate
EUZ9Z__RjQ_Q (:,kQ rnap_Q_7D2 rigPt QLQ—5-Q-
Quality Assurance Contract Expiration Date
08/16/2021
Installation Instructions
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
Aluminum Roof Louver
Certification Agency Certificate
f
Quality Assurance Contract Expiration Date
08/16/2021
Installation Instructions
EUj22__RjQ_jj_LQ_rfja,
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party;
Evaluation Reports
U,17-92—R1 AU R_QA_L!5,Q5,JQ 2-M-of
Created by Independent Third Party: Yes
Aluminum Roof Louver
Certification Agency Certificate
15 9.,kQ - jQ _9 p f :9 _
Quality Assurance Contract Expiration Date
10/04/2020
Installation Instructions
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: Yes
1 Blair_ d 11111&s -_F1_1D_9_9 Elh2u_&Q_AaZ_1_824 _yQ-2 _pQ_Lm I __
employer_ CQpytj(ht 7-29 3 Etr State,,qXjit :: At: SQJQLiient EgftLnd rn The State of FloOda is an AA/FE0 etafftQ, AlQ_
R
https://floridab(ii[ditig.org/pr/pr_app_dti,aspx?param=wGEVXQwtDqsFgPhXouzz9PGbeVjdikEkuTrizAU6DFsUcrTibpCG3RoA"/a3d%3d 2/3
a
NNIIANII-DADE COL"NTY
g - PRODUCT CONTROL sEc riON
1 1805 SW 26 Street, Roorn 208
DEPARTMENT OF REGULAFORY AND ECONOMIC RESOURCES (RER) Miami, Florida 3317-2474
BOARD AND CODE Al)4IINIS'1'1A'I'ION'I)IVISION T(786)315-22590 1--(786)3[r-2599 NOTICE
OF ACCEPT NCE L Alovlvconmnll A0A) W.nlianddade Lornanco,
Inc. 2101
West Main Street Jacksonville,
AR 72076 SCOPE:
This
NOA is being issued under the applicable rules and regulations governing the use of construction materials. The dOCLU'
llentation submitted has been reviewed and accepted by Miarrii-Dade County RER - Product Control Section to be used
in Miann-Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). 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 falls to perform in the accepted manner, the manufacturer
will incur the expense of such testing and the AFIJ 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. IDESCRIPTION:
700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING:
Each unit shall bear a permanent label with the manufacturer's narne 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, Z: TERMINA,
riON 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. ADVER'
FISEMENT: 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 No, 15-0831.07 and consists ol'pages I through 9. The
submitted documentation was reviewed by Gaspar J Rodriguez, NOA
No.: 16-0510.28 Expiration
Date: 08/16/21 Approval
Date: 06/30116 Page
1 of 9
RoOFING COMPONENT APPROVAL
Categm-N- Roofing
SulhCategorN- Ventilation
Material: Aluminum
TRADE NA.MES OF PRODUCTS MANUFACTURFD OR LABELED By APPLICANT:
Test Product
Product Dimensions Specification DeScEint!L)a
Model 730 12-3/16" x 17-3114" x 4" TAS 100(A) Finbossed aluminum static louvered
Louvered Roof Vent Min, thickness 0.0215" roof ventilation system with a 6.5"
diameter opening.
Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed alurninuin static IOLIvered
Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 750-S 16" x 20-5/16" x 5" TAS I 0()(A) Embossed aluminum static louvered
Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 8.3"
diameter opening4:111
Model 750-E 23" x 27-1/14" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 770 16-5/8" x 22-3/8" x 6" TAS I OO(A)
Louvered Roof Vent Min, thickness 0.025"
MANUFACTURING LOCATION
L Jacksonville, AR
EviDENCE SUBMITTED:
rest Aaency Test Identifier
Center for Applied Y;ngineering MD(-'-98&99
PRI Construction Materials
Technologies
LOM-01 3-02-01
RRWA-001-02-01
E-rnbossed alurnIRL1111 Static louvered
roof ventilation system with a 9.75"
diameter opening,
Test Name Date
TAS 100(A) 03/16/95
TAS 100(A) 05/21/07
TAS I OO(A) 07/28/15
NOA No„ 16-0510.28
Lxpiration Date: 08/16/21
Approval Date: 06/30/16
Page 2 of 9
APPROVED APPLICATIONS
Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers
System Type A: Mechanical attachment of ridge vent system over composition shingles,
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximilin 18" down
from the ridge line to keep the top of the roofvent below the ridge line. Mark this position. Using
marked position as center point; scribe a circle that is the same diameter as the vent throat opening.
Starting at the drill hole; CLA vent hole along the scribed circle, Installation:
Vents should be evenly spaced on the rear slope of the roof. Remove
roofing nails from top row of shingles so the flashing of the roof vent will slide tinder shingles.
Apply approved roof cement around the edge of the hole. Carefully slide base of vent under
shingles with arrow pointing LIP (non -louvered slant back facing the peak of roof). Make sure
the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 aluminum
annular ring shank nails. With the first nail I I/," from roof louver end and a minimum of
6" o.c. at the front and backside of louver vent parallel to the ridge. And with tile first nail 1 V4" from
roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping
heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing),
Seal all seams and nail heads with rooting cement, 1 C" Ridge
Shingle: N/A. Net
Free Area: Refer to Manufacturers published literature, Minimum
Slope: 2:12 NOA
No,: 16-0510.28 Expiration
Date: 08/16/21 Approval
Date: 06/30/16 Page
3 of 9
Tradenarne: Model 7-50 Roof Louver
System Type 13: Mechanical attachment of ridge vent system over non-structural, standing scans, or snap lock,
metal roof panels with a Illiniullull width of 1 6"
Cutout: Vents shall be centered evenly in the field of the panel between the scams. Center the vent hole
between rafters and maximum 18" down from the ridge line to keep the top of the roof vent
below the ridge line. Mark this position.
Using marked position as center point-, scribe an 8" circle. Starting at the drill hole; cut vent
hole along the scribed circle, 4n
lRstallatiOR: Vent flange width may be reduced to allow enough clearance to fit within the seams.
Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent
such that the UPSIOPC flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the narige rest on top of the metal panel.
Apply wide beads of an approved ASTM, C920 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides of the flange
between the \,,cut flange and the topside of the metal panel.
Secure the \!cut to the deck using (7) corrosion resistant # 10-7 x 1- 1 /2" hex washer head screws.
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature,
Mioinium Slope: 3:12
GEE ERAt, UMITATIONS:
1, Refer to applicable Building Code for required ventilation,
2, Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with all applicable building codes,
3, Lorrianco's Model 730.750,750-S, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than
33 feet.
zL Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code
FBC)
51 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 6 1 G20-3 of the Florida Administrative Code,
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 4 of 9
DETAit. DRAWINGS
D ETA It, A
T-
700 SERIES LOUVERED ROOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 5 of 9
750 SERIES LOUVERED ROOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAlt- B (CONTINUED)
FASTENEiz LOCATION FOR METAL PANEL INSTALLATION OF 750
9MVIlum
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 7 of 9
750-S SERIES LoUVEREt) ROOF VE.NT
VOA No.: 16-0510.28
Expiration Datc: 08/16/21
Approval Date: 06/30/16
Page 8 of 9
DETAIL D
750-E SERIES LOUVERED ROOF VENT
END OF THIS ACCEPTANCE
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 9 of 9
MIAMI, VIIANIUDADE COUNTY
TCONTROL SECTIONPRODUC
11805 Sit,, 26 Strect, Room 208
DEPARTNTENTOF REGULATORYAND ECONOMIC RESOURCES (RER) Miami, Florida 33 1 7-2474
BOARD AND CODE ADMINISTRATION DIVISION 1-(786)315-2590 1 (780)3ts-2599
NOTICE OF ACCEPTANCE (NOA) ------ ---- -
Lornanco, Inc.
2101 West Main Street
Jacksonville, AR 72076
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 Nfiann-Dade County and other areas where allowed by the Authority I laving .Jurisdiction (At U).
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 AIIJ (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 AFIJ may Hurnediately 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: 700aeries Louvered Roof !Vents (730,750,750-S,750-E,770) 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 ifthere has been a revision or change in the Z: 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. INSPEcrION:
A copy of this entire NOA shall be provided to the user by the 111,11WI'aCtUrCrOr its distributors and shall
be available for inspection at the job site at the request of the Building Official. Z This
NOA renews NOA No. 15-083 1.07 and consists of pages I through 9 The
submitted documentation was reviewed by Gaspar J Rodriguez, NOA
No.: 16-0510.28 Expiratimi
Date: 08/16/21 Approval
Date: 06/30/16 Page
I of 9
ROOFING COMPONEN'r APPROVAL
C a t (jgy o r v. Roofing
Sub:CLatelyory: Ventilation
Material: AlUluit'11.1111
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
Test Product
Product Dimensions Specification PLs
Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0,025" roof ventilation system with a 6.5"
diameter opening.
Model 750 16" x 20-5/16" x 5" TAS I OO(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83"
diameter opening.
Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening,
Model 7500E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening,
Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 9.75"
diameter opening.
MANUFACTURING LOCATION
L Jacksonville, AR
EVIDENCE SUBMITTED:
TeSLAQ(2-11—a Test Identifier Test Name Date
Center for Applied Engineering MDC-98&99 TAS I OO(A) 03/16/95
PRI Construction Materials LOM-013-02-01 TAS I OO(A) 0 5 P-2 1 /0 7
Technologies RRWA-00 1 -02-01 TAS I OO(A) 07/28/ 15
NOA No.: 16-0510.28
M 1AM 160 AMDMECO UONTY Expiration 0Date: 8/16/21mima
Approval Date: 06/30/16
Page 2 of 9
APPRovt'i) APPLICATIONS
Tradenan-te: Model 730,750,750-S, 750-E, 770 Roof Louvers
System Type A: Mechanical attachment of ridLe vent system over composition shingles.
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down
from the ridge line to keel) the top of the roof vent below the ridge line. Mark this position. zn
Using marked position as center point; scribe a circle that is the same diameter as the vent throat
opening. Starting at the drill hole; cut vent hole along the scribed circle. 4 1
Installation: Vents Should be evenly spaced on the rear slope of the roof.
Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under
shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent
under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make
Sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 11/4"
aluminum annular ring shank nails. With the first nail 1 1,4" from roof louver end and a inimmurn
of 6" ox. at the front and backside Of louver vent parallel to the ridge. And with the first nail 1'14"
from roof louver end and a minimum of8" ox, at sides of louver vent perpendicular to ridge,
keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile
drawing). Seal all seams and nail heads with roofing cement,
Ridge Shingle: N/A.
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 2:12
QMMIAMMIMM= NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 3 of 9
Tradename: Model 750 Roof Louver
System Type B: Mechanical attachment of ridge vent system over non-structural, standing scam, or snap lock,
metal roof panels with a minimum width of 16".
Cutout: Vents shall be centered evenly in the field of the panel bet,.veen the scarris. Center the vent hole
between rafters and maximum 18" down from the ridge line to keep the top of the roof vent
below the ridge line, Mark this position.
Using marked position as center point; scribe an 8" circle. Starting at the drill hole; Cut vent
hole along the scribed circle.
Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams.
Metal pans shall be "kert" cut to receive the upslope portion of the vent flange, Position vent
such that the upslope flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the flange rest on top of the metal panel.
Apply 1/2" wide beads of an approved ASTM C9220 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides of the flange
between the vent flange and the topside of the metal panel,
Secure the vent to the deck using (7) corrosion resistant #10-7 x 1-1/2" hex washer head screws,
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature.
Minimuni Slope: 3:12
GENFRAL I-AMITATIONS:
1. Refer to applicable Building Code for required ventilation,
Lomanco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes.
Lomanco's Model 730,750,750-S., 750-E, 770 Roof Louvers shall riot be installed on roof mean heights greater than
33 feet.
4. Lomanco's Model 730,750,750-S, 750-E, 770 Roof Louvers shall comply with 1517,6 of the Florida Building Code
FBC)
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 6 1 G20-3 of the Florida Administrative Code,
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approd,al ])are: 06/30/16
Page 4 of 9
DLTAIL DRAWINGS
D ETAj t, A
700 SERIES LOUVERED ROOF VENT
Ow No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 5 of 9
u=-==
750 SERIES LouVERED ROOF VENT
MIAM16CAMDE MCO=UNTY
NOA No.: 16-0510.28
Fxpiration Date: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAlt, B (CONTINUED)
FASTENER LOCATION FOR NIETAL PANLL INSTALLATION OF 750
IMINA RM
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 7 of 9
750-S SERIES LOUVERED Rom; VENT
NOA No.: 16-0510.28
httar R•c =IAM 16C AMD EMCO U =NTY Expiration Date: 08/16/21
Approval Date: 06/30/16
Pape 8 of 9
MWIMU
750-E SERIES LOUVEREj) ROOF VENT
END OF THIS ACCEPTANCE
CMIAMMIMM= NOA No.: 16-0510.28
Lxpiration Date: 08/16/21
Approval Date: 06/30/16
Page 9 of 9
h
MI NI E COUNTYMIAN11-DAD
PRMUCTCONTROL SECTION
If 805 S\V26 Street, Room 208
DEPARTMENT OF REGULATORY AN1) ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARI)
ANI) CODE ADMINISTRATION MVISION '1'(1786)31S-2590 F (786) 3 t 5-2599 NOTICE
OFACC PTA NCE _(NOA) Lomanco, Inc.
2101 West
Main Street Jacksonville, AR
72076 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 -Made County and other areas where allowed by the Authority Having Jurisdiction (Afl,J), 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 tire expense ol'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: 700
Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each
unit shall bear a permanent label with the manufacturer's name or logo, city, state and following 0 - Z 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, to[ - sales, advertising
or any other put -poses shall automatically terminate this NOA. Failure to comply with any section of this NOA
shall be cause for termination and removal of NOA, ADVER'I'
ISEMEN'I':The NOA number P I preceded thewords 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 No, 15-083 1 .07 and consists of pages I through 9. The Submitted
documentation was reviewed by Gaspar J Rodriguez, NOA No.:
16-0510.28 Lxpiration Date:
08/16/21 Approval Date:
06/30/16 Page 1
of 9
ROOFING CONIPONENT Ai)PROVAL
Cat!j rv. Roofing
Sub-Categorv. Ventilation
Material: Aluminum
FRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLIC,XNT:
Test Product
Product Dimensions -Specification RPA- cription
Model 730 12-3/16" x 17-3/4" x 4" 7-AS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min, thickness 0,02 roof ventilation system with a 6.5"
diameter opening.
Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 83"
diameter opening.
Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 750-E 23" x 27-1/4" x 5" TAS 100(A) Embossed aluminum static louvered
Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3"
diameter opening.
Model 770 16-5/8" x 221-3/8" x 6" TAS 100(A) Embossed alurninurn static louvered
Louvered Roof Vent Min, thickness 0.025" roof ventilation system with a 9.75"
diameter opening.
MANUFACTURING LOCATION
1. .Jacksonville, AR
EVIDENCE SUBMITTED:
Test -Agullea Test Identifier Test Name Date
Center for Applied Engineering NIDC-98&99 TAS 100(A) 03/16/95
PRI Construction Materials LOM -0 13 -02-01 TAS 100(A) 05/21/07
Technologies RRWA-00 1 -02-01 TAS 100(A) 07/28/15
CMIAMIMM= NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 2 of 9
APPROVED APPLICATIONS
Tradename: Model 730,750,750-S, 750-E, 770 Roof Louvers
System 'Type A: Mechanical attachment of ridge vent system over composition shingles.
Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum IS" down
frorn the ridge line to keel) the top of the roof vent below the ridge line. Mark this position.
Using marked position as center point; scribe a circle that is the same diameter as the vent throat
opening. Starting at the drill hole; cut vent hole along the scribed circle.
Installation: Vents should be evenly spaced on the rear slope of the roof.
Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under
shingles, Apply approved roof cement around the edge of the hole. Carefully slide base of vent
Linder shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make
sure the throat of the vent is centered over vent hole. Fasten the base to roof decking with 1 '/4"
aluminum annular ring shank nails. With the first nail I '/," from roof louver end and a minimum
of 6" o.c. at the front and backside of louver vent parallel to the ridge. And with the first nail 1 '/4
from roof louver end and a minimum of 8" ox. at sides of louver vent perpendicular to ridge,
keeping heads of nails Linder shingles where possible (see 700 Series louver roof vent profile
drawing). Seal all searns and nail heads with roofing, cement,
Ridge Shingle: N/A.
Net Free Area: Refer to manufacturers published literature.
Minimum Slope: 2:12
N'OA No.: 16-0510,28
M =1A M I6C ! DMEC 0 UMNT Y Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 3 of 9
Tradenarne: Model 750 Roof Louver
System Type If: Mechanical attachment of ridge vent system over non-structural, standing scam, or snap lock,
metal roof' panels with a nilrumurn width of 16".
Cutout: Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole
between rafters and ruaXiInUrn 18" down from the ridge line to keep the top of the roof vent
below the ridge line. Mark this position.
Using marked position as center point; scribe all 8" circle, Starting at the drill hole, cut vent
hole along the scribed circle.
Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams.
Metal Paris shall be "kert" cut to receive the upslope portion of the vent flange. position vent
such that the upslope flange slides through the metal panel cut and underneath the metal roof
covering. The remaining three sides of the flange rest on top of the metal panel.
Apply 1/2" wide beads of an approved ASTM C920 sealant between the upslope flange and
underside of roofing. Place additional beads of sealant on the other three sides oil' the flangeC,
between the vent flange and the topside of the metal panel.
Secure the vent to the deck rising (7) corrosion resistant 4110-7 x 1-1 /2" hex washer head screws.
Fasteners shall be installed in the (7) locations shown in Detail
Net Free Area: Refer to manufacturers published literature.
millimuni Slope: 3:12
GENERAL LimITATIONS:
1, Refer to applicable Building Code for required ventilation,
2, Lonranco's Model 730,750,750-5, 750-F, 770 Roof Louvers shall comply with all applicable building codes,
3. Lonianco's Model 730,750,750-5, 750-E, 770 Roof Louvers shall not be installed on roof mean heights greater than
33 feet.
4, Lornanco's Model 730,750,750-5, 750-E, 770 Roof Louversshallcomply with 1517.6 of the Florida Building Code f,'
B C) 5,
All products listed herein shalt have a quality assurance audit in accordance with the Florida Building Code
and Rule 6 1 G20-3 of the Florida Administrative Code. NOA
No.: 16-0510.28 Expiration
Date: 08/16/21 Approval
Date: 06/30/16 Page
4 of 9
DETAlt, DRAWINGS
nffl
700 SERIES LOUNTREt) ROOF VENT
M =[A M ltCAMDE C 0 UMNTY NOANo.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 5 of 9
750 SERIEs LoUVERED ROOF VENT
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 6 of 9
DETAlu, B (CONTINTED)
FASTENER LOCATION FOR METAL, PANLI, INSTALLATION ou, 750
AMINIUM
NOA No.: 16-0510.28
Expiration Date: 08/16/21
Approval Date: 06/30/16
Page 7 of 9
I
750-S SERIES LOUVERu',r) ROOF VENT
QMIAMMI MMZ NOA No.: 16-0510.28
Expiration Date: 08/16/21
1Approval Date: 06/30/16
Page 8 of 9
750-E SERIES LOUVERED ROOF VENT
END OF THIS ACCEPTANCE
M1AM1bCMAD"EC0U=NTY
N'OA No.: 16-0510.28
Expiration Date- 08/16/21
Approval Date: 06/30/16
pa"he 9 of 9
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Produce: Standards
Certified By
CAST-CRETE USA, Inc.
PO Box 24567
Tampa, FL 33623
813) 621-4641 Ext 128
ciparrino@castcrete,com
Craig Parrino
ciparrino@castcrete.corn
Craig Parrino
PO Box 24567
Tampa, FL 33623
cparrino@ca,qcrote, corn
Craig Parrino
PO Box 24567
Tampa, FL 33623
cparrino(q)castcrete.com
Structural Components
Products Introduced as a Result of New Technology
Certification Mark or Listing
Miami -Dade BCCO - CER
M(arni-Dadc BCCO - VAL
5Aand-qrd Year
ACI 318 2014
T-MS 402 2016
Product Approval Method
Date Submitted
Method .1 Option A
10/18/2017
Date Validated
Date Pending FF3C Approval
Date Approved
Summary of Products,
11/14/2017
11/21/201Y
FL # Model, Number or Name
158A High Strength Concrete Lintels
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ. Yes
Impact Resistant: N/A
Design Pressure. N/A
Other, Superimposed loads Shall not exceed allowable safe
load
EMMM=
4, 6, 8, and 12 inch wide lintels
Certification Agency Certificate
Quality Assurance Contract Expiration Date
09/rt/2018
Installation Instructions
EU.5R _11,0(
Verified By: Miami -Dade BCCO - C[R
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Phone:SD-AV_1424
The State, of Florida is an AA/FF0 employe !ajpy!jqLr_2, 1: : Ac,-_ s.% li y,5qj!r _Q_07-20j _jdje iL 5'efro pr ,n Refundrid $ v _5 __R(FjtpV,_ _1jvacyL21_en'_ _t-o"111- _ .. ...
Under Florida law, email addresses are public records. It you do not want your e-mall address released in response to a public-,ecords request, do not send electronic
mail to this entity. Instead, contest the office by phone or by tradWoral mail. If you have any questions, please contact RVL487.1395, *Pursuant to Section
45S,275(1,1, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ionill address if they have
one. The emails provided may be used for official communication with the licensee, However email addresses we public record. 11 you do not wish to supply a personal
address, please provide the Depa,trnerit with an small address which can he. made available to the. public. To determine ifyou a,e o licensee under Chapter,155, F.S., please
dick.he-re'.. Product
Approval Accepts: M
ONY 40-1Rhed E Credit
Card Safe
MIAMI- DA2DE
DEPARMLENT OF REGULATORY AND E COINOMIC RESOURCES (Rul R)
BOARD AND CODEADMINISTRATION DIVISION NOTICE
OF ACCEPTANCE (NO Cast -
Crete USA, Inc. P.
O. Box 24567 rampa,
florida 33623 MIAMI-
DADF COUNW PRODUCT
CONTROL SECTION 11805
SW 26 Street Room 208 Miami,
Florida 33175-2474 J.'(
786) 315-2590 F (786) 315-2599 Ly)
yiv, in !a m i d Id L. &ov/et o a (—)')IA' SCOPE:
This
NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County MiR- Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ).
This
NO 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 A_HJ tnay immediately revoke, rnodify,
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 file applicable building code. This
product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone
of the Florida Building Code. DESC-
RIPTION: (Cast-Cretc) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL
DOCUMENT. Drawing No. FD4612, titled "Precast and PresIciessed Lintel Details", sheet I of 1, prepared
by Craig Parrino, P.E., (fated March 24, 2003 and Drawing No, t,T4612, titled "Cast -Crete 4", 6" & 12" Lintel
Safe LoadTables", sheets I through 3 of 3, prepared by Craig Parrino, P.E,, dated March 24, 2003, last revision (fated
June 12, 2014, all signod and scaled by Craig Parrino, P.E,, on August 19,2014, all bearing tile Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance nurnber and the expiration date by
the Miami-Dadc County Product Central Section. MISSHAf, IMPACT
RATING: L.arge and Small Missile, Impact Resistant LABELING, Each
lintel shall bear a permanent ]abet with the manufacturer's name or logo and the Miauri-Dade County logo,
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. TEIWINATION of
this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,
wadlot 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 NGA. M-WERTISEMENT:
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
revises NOA 9 14-0903.03 and consists of this page 1, evidence submitted pages E- I, E-2, and H-3 as well as
approval document mentioned above. The submitted
documentation was reviewed by1felmy A. Mahar, P.E., M.S, NOA No.
17-0821,18 MCI A
I ALOE E=CMO =U N T Y ExpirationDate: 09/11/2018 Approval Date:
09/29/2017 Z 9/-
t,17 Page I
Cast -Crete USA Inc
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PRE VIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. FD46,12, titled "Precast 077dPrestressedLintel Details", sheet I of 1,
prepared by Crag Parrino, RE., dated March 24, 2003 and Drmving,ft, LT4612, titled
Cast --Crete 4 ", 6" & 12 " Lintel Safe Load Yabl",", sheets I through 3 of 3, prepared by
Craig Parrino, P.E., datedillfarch 24, 2003, last revision #1 dated April 28, 2003 both
drawings signed and sealed by Craig Porrino—P. E.
B. TESTS
1. Test report onfleyural testing on 4 ", 6 12 " Precast Concrete Lintels Filled and
Unfilled Models, total of (13) concrete lintel Sl)CChnens, per 1JSTME-529-94, prepared
by Applied Research Laboratories, Report No, 30404,11, dated 04110103, signed and
sealed by Christopher A. 1-Minon, R E,
C. CALCULATIONS
1. Calculations far Cast` -Crete Lintels, dated 05129103, 207 pages, prejwved by Craig
Pm,pilio,P,T!.,sighted and sealed by Craig Parrino RE,
2. Calaulations for Cast -Crete Lintels, dated 05129103 140 pages, prepared by Craig
Parrino, signed and sealed by Craig Parrino, P.R
D. MATERIAL CERTIFICATION:
1, Quality S stem Alfannalfir Cast -Crete Mwchnie Made Precast Lintels revised on Afay 1,
2002
2. Cast -Crete Quality System ,Manual for Prestressed Prodacts dated 2002,
2. EVIDENCE SUBMITTED UNDER PRFVIOIJS APPROVAL # 08-0320.09
A. DRAWINGS
L Drawing No. 1rD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig ,Parrino, PX-,., dated March 24, 2003 rind Draiving No. J, T4612, titled
Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by
Craig Parrino, P. E., datedAllarch 24, 2003, last revision dated March 11, 2008.
B, TESTS
1. Xone
C. CAI,,,('IJI,A'UIONS
1, None,
D. QUALITY ASSURANCE
J. By Miami -Dade County Building Code Compli(mce Office.
E. MATERIAL CERHFICATIONS
L None.
elmy A. Malay, P.E., MIS,
Product Control Section Supervisor
ISO A No, 17-0821. 18
Expiration Date; 09/11/2018
Approval Date: 09/28/2017
E - I
Cast-CKe te USA Ine,
NOTICE OF ACCEPTANCE: MDENCESUBMITTED
3. EVIDENCE SUBMITTEI) UNDER PREVIOUS APPROVAT, 4 12-0209.12
A. DRAWINGS
1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of
1, prepared by Craig- Pcmlno, P.,I,.,, dated Allarch 24,2003 and Drawing No.
LY'4612, titled "Cast -Crete 4 ", V& 12 " Lintel Safe Load Tables", sheets I
through 3 of 3, prepared by Craig Porrino,,P.,I,.'., doted,Allarch 2-4, 2003,1(7,st
revision dated 1114arch 11, 2008, all signed and sealed by Craig .amino, P, E, ott
March 22, 2012.
B. TESTS
1, None.
C. CAt.,(,'[J-f,A'FIONS
L None.
1). QUAI,ITV ASSUR/OtCE
1, AyMiami-Dade Couno;Dquartinew qj'Perinitting, Environment, wnd.Regulatory4ffairs, E.
MATERIAT, CEAMFICS:FIONS J,
Norte. F.
OTIWR 1,
Lettf,,,rfioni(,ast-Ci,ete(,,'orporatioii,614iteclFebruary O3,2012,signed al7dsettled 41; Craig
Parrino, RE, certifying compliance with the Florida Building Code, 2010 b.dition.
4. E
VIDENCE SUBINUTTEDUNDER PREVIOUS AP PROVIVI, # 13-0321.07 A. DRAWINGS
1, None,
B, 'riesis
I. Mone.
C. CAI,
C(JtATIONS I, None,
D. QUALITY
ASSURANCE I. By
Miami -Dade Covnty.Departinent (,?f Regulatory and Ecoi7onfic Resowces (R-ER), E. MATEMM,
CERTIFICATIONS 1, None.
elviyA,MaRar,
PX,TIvI.S. Product Control
Section Supervisor NO A
No. 47-0821,18 Expiration Date:
09/11/2018 Approval Date,
09/28/2017
Cast -Crete tJS1A, Inc.
NOTICE OF ACCEPTANCE: EVID1,,NCE SUBMITTED
5. EVIDP',NCE SUBMITTED UNDER PREVJOUS APPROVAL fi 14-0903.03
A, DRAWINGXS
1. DmwingNo, FD4612, fitted 'Prec(istari(IPrestressed Lintel Detaily", sheet I of J, dated
03124103 and Drowing, No, L14612, titled "Cast -Crete 4", 6" & 12" 1intel8afe Load
Tables", sheets I through 3 of 3, last revision dated 001121,14, all prqPared, signed
and sealed by Craig Parrino, AP.,, on 08119114. B. TESTS
1. None.
C. CA1,,
CUI,ATIONS 1. Calculations
for Cost -Crete Lintels, doted 0811912014 pages 14,201 through 14,236, pPeP07-ed
by 0'aigPalTinO, P.E., signed and sealed by CraigParrino, P.E. P, QTJA1,
TTY ASSURANCE 1, Bylliami-
Dade CountyDepartmeat of Regulotwy and EconomicResources (RERI), E. MATERIAL,
CERTIFICATIONS 1, Nove,
F. OTII-
E R J. Letter
from Cast -Crete U&4, Inc., dated 0811 -9120,14, signed and Sealed by Craig 1"arrino,
RE., eerf?fying compliance with the.lqorida -Building Code, 2014 Edition. 6. NEW
EVIDENCE SUBMITTED A, DRAWINGS
1. None.
B. TESTS
L Alone.
C. CAI,,
CUI,ATIONTS L Alone,
Ike QUALITY
ASSURANCE L By
Miami -Dade County Departinent of Regulatory and Economic Resources (R E. MAXERIAt,
CERTIFICATIONS 1, lvolm
F. 01111HER
1. Compliance
Letter with the Ploi*la Building Code, 2017 Edition, issued by Cast - Crete U,
A, ,Tare,, dated 08108117, signed & sealed by Craig Parrino, P.E. Heimy A. -
Malkar, P,K, M.S, Product Control
Section Supervisor NOA No17-
0821,19 Expiration Date; 09/
11/2018 Approval Date: 09/
28/2017 E-3
A' --Soap —LINIEL
A TAB r
4-
4 -1-
11 2
P71 .,;i- 73- %
R
6"_P -CASF U-11 T-L -E ,ATABLE
e—WMA'4
92" P!?EGA,'i U—LINTSLDAIA—1LRIE
2LIL- AST wl/ li N ILLLLEA-ILP ,--
E
IM JS R6AR 82 n _4
Ap"
a! 17if-O *, I V-5,
TYPE 'a"
FYFF *Al-jj-TIRF
P=, QHLIRLUG CA r ;' O 4-U-f L5L_Ltj — - I ARMCA7 -L
OF MN,4, "F
ffi'Ml THE MA Mffv. =EIEAT t L --qw-C moommuffim
1. ' "
M rjaa EA AOI, I., A PMO P sm0m & M22 VG LWM. - — - DL19E . XEIW —k. ttat£. TNS
T4EAL YA:u& Or plmwme C4 X. tLfAr-4 L GOR ,E vgLY6iR4'Ol 41M
AHD il W-4 19" E V MO OF MWO MA M'lp - HID., T n LW SAS; I.- M F
4 M " F. — —1 s'.w om =x IO . Fi m VEO'
W. 4$W— F= Em 01 v lwl WEIER AW — M".
Ass" cj PRODUCT P Fvu5Co Fl
i
N
X!o, 4
aD.T
T 0, k Pwwo R 6324
OR 579
SEFFNER,
FL
335PA FL P.C-,
k ^,, NO 447F6
PRECAST AND PRESTRESSED LINTEL D ETA]
LS azm u SULL AS 59M Bye
wm fDisii
w7i or i
Lllq_h LJT _LS 3g
t .'a
FAv = 6cw gPW
Ah M*- a Ie area
c-%
C27C or
5 2) A4 .
k i- ;W,- ku .1 4 im" '"m sa. 1"
d, 'r iK.1 svz 12,198 11 1 M" sl b. '
a-d vy L, f.;h 's less 41- 6
11/2 lnti . S, F—
W. M ..Aar b'nd hd Wed 'e—,
17'-4' ',
bM4-28 0-s 1—bf !od 4MA 147 $4.km > We (d, - = t , 0.."uVw
l0wt.` twe, types 5
m3w Use is '_bd
t =nfU. e.6, i Gaga "_rm 10Q.
1 pp mlzd iwe'. 1.
73 4' Lq#
4 o b4 wl 4! a •4;.G 8* '2a '' , vatkd-
f WA —1 -
ny? A, a. Ti, core 'Axld
bo, i'v'rr D1. .4. WA t6lae by vr-W.od=
d "'A" 5--i/f wck'q .4
9ou q h edxaa'f_
nf r"!A' meke' in e.L'lw c of M. a^
yW , ASPA C-M cz 6,11 qp-d e'.'m w nnie-
9.,g 1.
o' $14 wl-in! iazt use seta i..d
km; wA W. bdjkA kng.1 W.w
h shuxm 5.f. wed. Safe
L-46S bm
on 1.4nA 4.;gl Aiy-b pet A3 b-30 -d AU d$M ig) ma" bypl_ =, RcLwj
bm F*I, — u
b SEE SASE LAMM. LGAD tJTAKES
FOR LCAD FW,, FOR
EkCH ADOM Kk RENFORCED CW
kRWJ) FULL COURSE i (
11) 15 REW
FOR C
LWTELS
21' §,e REBAR FOR 12' IMELS
SAFE LOADS FOR 4" SOLID LINTELS
GRAVITY TYPE _1 4S LENGIM 8
1
3-8' (
42'1 PRECAST 4'-
G' '148 j MECAST 059
4'--6" (54") PPECASI 789 PREc'
4_6 1 4— i -
6- (78') 77iEW7 360
7'-
5' (901 FRTCAS_ 2 50
P _CK T 156 im rterx
UPLIFT LATERAL I LI-
NGTH
TYPE S8 4SS 3-
6' (42)
PRECAST 687 371
4' -0' (48') MiTAST 507 320
4'-6' (54') PPICAST, 529 258
5-10'(70') PFC CAS- 407
148 366 i18 7'-6' (3T) PRECAST
280 87
1',2j PRiwf 187 55 2E"', ?
P ECA7, 12FB 12FI2 12FI6
7 BUS 6F8
6F12 U16 18
VW,
ml 14" 1 ' "'tr
rel P
r :) sasz o rat
g > ,rx' .
1
F'-,J ; v ! ::e .1 { t... x 5 ' V
E 438
12F20
12528 12F24
T
2Z.r •
D4 12 "XCW'
yl;
W'H . 01'
1) . I I el ' , .1 . '-, 6F24 Ry 6F32 EF28
6F20 'o
EK FL33584rL, RE, UC- Na 44756 L
nra;CAST—CRETE 4", 6) &
1211" UNTEL SAFE .OAD TABLES W__ ---------- _T smG VitW_i) Brh
Mk^v R02111W,
F,Z. - KC, NO. 44756
TERALSAFEGRAVITYIDADSFOR6' PRECASTSAFE LALOADS U-
LINTELS FOR 6" PREMT U-1-INTELS SAFE UPLIFT LOAD$ FOR 6" PRECAST U-L WTELS SAFE
LOAD - POUNDS PER LINEAR FOOT SAFELOAL SAFE LB3AT0 - POUNDS PEP. LINEAR FOOT s-
6 42-FRFCAST --I-
a 62F5S5IB 38I
Z9-2W V5l0e50 686227811F13 V 3-
12PEC5UF7B1a
R56qT 3-6- (42'
ECSTYPE'
412 2074 12715TYPE LENGTH
LENGTH,
3355 3997 463852794'-
0' PRECAST 2025 2313
M92 ES,50 18146 7227 8297 19357 4'--Q' (48) PRECWI 487 787 44b j 4'-0' (48') PRECAST 1225 1800 12,357 2913 3470 14M 4W 1651 1 1887 3833 50YU
6148 722.7 8297 9357 4-6(547 PRECAST 415 # 609 344 1 4'-6' (54 PRECAST 1,592 i 2W4 2577 3GfK91i] 3!5 62 1 4055 5' IC"70 PRE, B31
122.2 1 WC 1979 2357 27.-' 31114 5,-10,(70-) PRECAST 105712N219835575734722782978225. PRFCAST 300 3543 1 198 v-6, (78') MWT 549
1078 1831 2850 432? 6737 820 9357 6-6' (78 PRECAST 2&3 496 157 F6-C (78) PRECl 723 IM, 1437 1777 2117 12457 9J7 97 , "82125J 114 F-e ,go-)
PRECAST 7'--- (
90-)
PRECAST 648 863 1249 1544 1840 21,35 2431 7'4' (90') PRECAS ST 1779883145912188452466,54 93571 7'-6 (90 PRECAST 222 367 11 b i 3. 7 9 2 17 2
3 575 571 980 1732 197291-4" (1121 PRECAST 184 660105D152320841279537315D179'-4' 12') PRECAST 173 352 74 9'-4- (112} PRECAST 1252 49 I'S 2 187 1 2
FREDA-, -'13556 .195 1 12701706223r, 2395 3747 W-16'(125-) PRDWT 151 276 58 (126') MICAST 51, 4 462 787 1121 1551 7 5 6 4 42 l'-4- (1351 PRECAST
1 45751138G51133' 1507 1952 2492 3163 V-4' (!,36 PW-CM-T 139 311 1 49 1 V-4- (1361 PRECASf 474 4,34 555 285 213 1442 1645 12'--0'(144") PRECAST 425 477
1 744 1042 1377 1769 22M 2808 12'-G'(144) FRFCAST 131 277 44 IT-O'(144"I PRECAST 454 Big m i093 31299 506 3"-4 417 646 395 1170
148- IS 117 223 35 TS-4-(150-) PRECAST 10 6,, -247 53") ;cTsi 373 1 M2] 2285 -4-(160-) PRECAST 4C2 -1S%11! 5 735 906 7 li35-1-1, 3 - — - — -- 4 -------- - ----- 117
T5 194 351 392 -;
32
14'-T
168-)
T 7 837 989 1145f PRECAST 505 1057 1373 17,332087PRECASTI'll 202 REC 353 M 415 67 208') PRECAST MR, 2,99 455
620 i 794 1 985 1198 3 14,17 17'--4'(208') PRESTRESSED %K !"Q 1744(20C PRECAST 253 M 331 475 585 693 5-3-1 n —o4 E mjIABERS N P"
kgENT'+ss
m-t P Rcm REWC:n-oms --GR I SEE CUEML NO OF 18 ME NUMFEIRS L14 P!'4 EN`,HES]S ARE PEP,-,F_N7 REDUCTIONS FOR RAD 'i F 40 FELD AWED
FEMR, SEEGENERALNOT' NO 4 GRADE 40 ELI ADF0 REOAR, SEE GENEPAL NOTE NO. 4 N, 44 9F C49AI0PARS140 ply 324
CR
579
1
SEE GENIERAL
N'OTIES SELF"
1OF3 & 584 RL-.0G-NO,44756 CAST --- CK -
71- 4", 6" & 12"
LINTEL SAFE LOAD TABLES I iT—YM4 a i"j- V24A3
1
SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS
404,T.4 ll SAFS LOAD - POUNDS PER LINEAR FOOT
Typei
LENGTH 12'ja 12W29 12F12-70 Tz"t-za Urm-21T
V-6° (42") PRECAST 3428 5000 5S38 7619 9352 1 10 i&0:1277155 14433
48') PRECAST 2823 4232 6838 MIS S352 110&0 112755 14438
34S4 s 5304 i 7519 9352 110500 12755 14438
t GAS', IM 2,120 3218 L!58481234 8487 10&.' 12755 14438 6'-6' (
78'-) PR_,CAST 1383 1986 1 2679 4196 6421, =32 55 14435 7'-6- (
90" PRECAST 1138 j 1628 2131 3218 4676 6755 063 413525' 91 _4'; (
1112') PRECAST 795 35 1216 122M3083 4167 5f'w .' 7C52' 61 7
IO'-S'(i2B) PRECAST 614 1043 1295 1 1853 2516 323 41334 3 p55_322(4 7:e518945116244922162893371194746FM12* Q'(
144') PRECAST 456 878 12731 1513 2020 2517 3:333 t 4206 RECAST llb
7H 026 A Z 4 17GR 9 2188 2743 4'-0'(
65") ?RECAST 321 720 865 i 2,34 1584 2017 2451 3106 17'-4298
j PRECAST N R 45, 6YL Aj ME I ! 14 1 2B, 1750Ij!" 2102A I
L380t 2= I
lljTHE vMFIRS
IN MIENT-9s PiRCENT REDY'nuis FOP, WDE 40 FRO
AZU0 WWX SEE ahER& WIZ lil 4 SAFE GRAVITY LOADS
FCR. 12" PRECAST W/ 2" RECESS DOOR U-LINTELS awns ry PmLhma,
A Fumufr : awvns roR SPADE 4f1 flay
AODE0 RL`SM ZEt GLW-q& NOGfF N9_ M1 SAFE LATE, ALLOADS
SAFE! LATERAL LOADS
FOR MT Yd 2"
MCESS DOOR IJ-LINTELS FLF LENGTH --- 4'-
4' (
62`}
PRECAST 54" PRECAST 5"-
8. (68'
PRECAST 6'-8- (80')
PRECAST PRECAST PRECAST 11
2RUf
1295
747 SEE
GENERAL
NOTES -
SHEET 1 OF MeABFR 119111M,MMAIN-
1
SAFE UPLIFTLOADS
FOR 12" PRECAST U-LINTELS 1) THE TLUKRS
IS PARENTW55 ARE KnEK ROUGF04 FOR GRAX 40 HELD
AM0 R5MR, SEE G"PA ROT No, 4 SAFE UPLIFT LOADS
FOR 12" PRECAST WJ T' RECESS DOOR U-LINTELS t^ZT-6WM
SAFE LOAD - POUNDS PER LINEAR FOOT RCfAU LENOTH TYFF_
j12RI
i I 1m4 2WR-2
2,12RFIB-21RI- 7584144 -4" (52') PRECASST
1628 2685 3746 4806 5$67 6928 7.969 2417, 4'-6' (54') PRECAST
11558 2552 3602 4623 55433 6684 1550, 5'-B' (581 PRECAST
1210 2042 I MOD 3659 4456 5273 J 608i 1552 1954,, 2769 3553 4338
5123 5908 PRECAST 11 173 70, 16'-S" (80
PRECAST 1 1020 1538 1 2426 1 3-14 -'Kr,2 1 4489 1517 N Q 90A,41226,171633,j
2775, ZY4 QQ i 4617 i _0 PRECAST 1 oItQ-, S' (
1,6 1) PRECAST ItI-- "Q 7711 1472,
5 ?fszm fi pAi'Em"
m MZE PMOEW _-Mmans Fm N 45 I2U ACLU KSV. =
GOUX RUIZ 4, 4 447 E GRAIG PARFillr1i CaP4
CR
579
FFNMA Mt4
AL CAST-CRETE
4", 6" & 12"
LIN 7 11L SAFE LOAD TABLES faWD &_Mal-1411 DOWN
BY! 49" ARKAW DATE-, 31NM I CFEMM U412
SHEET aOFb
M1AMPD:AD)E NITAMI-DADSCOUNTY
M PRODUCT CONTROL SECTION
DEPARTMENT OF RFGUI,ATORY AND ECONOMIC RESOURCES (Rf',R) 11905 SW 26 Sheet, Room 208
BOARD AND CODE ADN1INJSTRA:rI0N DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE 0FACC EPTANCE__(N Cast -
Crete IJSA, Inc. P.
O. Box 24567 Tampa,
Florida 33623 SCOPF,:
INs
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 Miarni-Dade County RER-.Produot Control Section
to be, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AIIJ),
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 Afff (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 AIIJ may immediately revoke, modify,
or suspend the. use of such product or material within their jurisdiction. RERreserves the right torevolve this acceptance,
if it is determined by INtiami-Dade County Product ContTol Section that this product or material fails to
meet the requirernents of the, applicable building code. This product
is approved as described herein, and has been designed to comply with the 1-figh Velocity Hurricane Zone of
the Florida Building Code. DESCRUTION; "Cast -
Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT;
Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of
3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled by Craig Parrino,
P.E., on August 19, 2014, bearijig the Miami -Dade County product Control Revision stamp with the Notice of
Acceptance number and the expiration date, by the Miami -Dade County Product Control Section, MISSILE JMVACT
HATING: Lame and Small Missile Impact Resistant f LABELING. Each
lintel shall bear a pen-narient label with the manufacturer's nat'110 or logo and the Mianji-Dade County logo.
RENEWAL of
this NOA shalt be considered after a renewal application has been filed and there has been 110 change in
the applicable building code negatively affecting the performance oftbis product, TERMINXFION of
this NQA 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 purpose,-, shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and romoval of NOA. ADVERTISEMENT: The
NOA number preceded by the words Miarni-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. INSPEC110N, A
copy of this entire NOA shall be provided to the user by the, manufacturer or its distributors and shall be
available for inspcction at the job site at the request of the Building Official, This NOA
revises NOA # 17-0227.15 and consists of this page 1, evidence, submitted pages E- 1, E-2, E'_3, E-4, E-5 &
E-6 as well as approval document mentioned above, The submitted
documentation was reviewed by ITelmy A. Makar, P.E., NIX CM I
A 7Hc OAD EOC0 V N =TY // ke-t" NOA No,
17-082IJ9 aim Expiration
Date: 05/21/2022 17 Approval
Date:
09/28/,2017 Z-sl -
I Page 1
Cast -Crete USA Inn.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI, 996-0613,01
A. DRAWINGS
I. Drawing No, FD8, titled "Cast -Crete 8" Lintel Fabrication 1)etails ", prepared by Craig
Parrino, D.E., dated 06107196, revision 41 dated IJ108196, sheet I of 1, and DraiFi,ing
No, LTS, titled "Cast Crete 8" Lintel Safe 1,oad Tables", prepared by Craig Parrino,
R E, dated 06107197, revision 114 dated 04128198, sheet I of 1, both (,h-aivings signed find
scaled by Craig Parrino, P-E,
B. TESTS
1. Test report onflevural testing on Precast and Pre -stressed Concrete Lintels Filled
Models, total of (36) concrete lintel specimens, per ASTM E-52.9-94, prepared by
Applied Research Laboratories, Report No, 29702B, dated 0713 0191" signed and sealed
by ChristopherA. Ikimon, P.11',
C. CA.LCULATIONS
L Calculationsfir Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by
Craig Parrino, P. F, signed and sealed by Craig Parrino, RK
2. Calcidationsfir Cast -Crete 8-inch Lintels, dated 11111196, 45pages, prepared by Craig
Parrino, 11. E, signed and sealed by ( J'aig Parrino, P.F.
D. MATERIAL CERTIFICATIONS
L Mill Certified Inspection ,Report Silo #4 dated April 19-96for cement bySouthdo+im
Brooksville Cement Laboratory,
Z Mill CertifiedMspection Report #20-8275 dated 0612019.5for pre -stressing strand by The
Crispin Company. 3.
111fill CerttfledInspection Report #20-8345 dated 11113195forpre-stressing strand by The
Crispin Company. 4.
jUill CertiftedInspectionReport 9-211I-078240 dated 04125196for #3 rebar by 4meristeel,
5.
Mill (7ertfied Inspectionfleport #84-1fi419614 dated 02129196for 45 rebar by Birmingham Steel
Corp. 6. Mill
Certilied Inspection Report :.458-A 6633 2 dated 01128196for 114 rebar by Birmingham Steel
Corp, 7, Mill
Certified InspectionReport 484-M20749 dated 04105196for 45 rebar by BirminghamSteel Corp,
8. Mill Certfied
Inspection Report #84-1119805 dated 031061.96jbr #4 rebar by Birpningham Steel Corp.
9. Mill Certified
Inspection Report 1184-M21208 dated 0412-1196fbr H-4 rebar by Birininghani Steel Corp,
10. Mill CertfiedInspection
Report #84-A120652 dated 04103196for #5 rebar by Birmingham Steel Corp.
I / e my
A.
Makar, P.E., NLS. Product Control Section
Supervisor NOA No, 17-
0821.19 Expiration Date; 05/
2112022 Approval Date: 09/
28/207
Cast -Crete USA Ine,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED)
IL Mill Certified Inspection Report #84-M20749 dated 04105196for #5 rebar by
Birminghain Steel Corp.
12, Quality Control ,Manual far Cast -Crete Machine JMade Precast fintels dated 05114196
13. Quality Control J11fanualjbr Pre -stressed Products dated 03120195,
2. EVIDENCE sui3mirrED UNDER PREVIOUS APPROVAL #01-0209.03
A. DRAWINGS
1, None.
B. TESTS
I. None,
C, CALCULXIJONS
1, None,
1). MATERIAL CFRTIFICATIONS
1, ]Vone.
3. EVII)ENCE SUBNHTTED UNDER PREVIOUS APPROVAL # 03-0605.05
A. DRAWTNGS;
1, Drcnving No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of*1,
prepared by Craig Parrino, RK, dated June 7,1996, revision #2 datedfanuary 28,
2003, and Drawing No. LT8, titled "Cast -Crete 8 " Lintel,Yqfe.Load Tables" , ,vheets
I & 2 of 2, prepared by Craig ParrinoRK, dated du 7,19,96, revision 45 dated
jIllarch 24, 200.5, call drawings are signed and sealed by Craig Parrino, RA.
B. 'TESTS:
I. Test report onflexural testing on Precast Concrete Lintels Filled Alfodels, total of 12)
concrete lintel specimens, per ASTM F,529-94, prepared by4pplied Research Laboratories,
Report No. 3 0404B, dared 04123103, signed andsealed by Christopher A,
Ramon, P.F. C.
CALCULATIONS: I.
Calculationsfor Cast -Crete High&rength Precast and .Pre -stressed 8-inch Lintels, dated May
29, 2003, sheets 1.1 through 1,493 and 2,1 throifgh 2,336,prepared by Craig Parrino,
P.E,, signed and sealed by Craig Parrino, RE. D. MATERIAL
CERTIFICATION: 1. Quality
System 11anualfor Cast -Crete Alfachine Meade Precast Lintels revised on j 'v
lay 01, 2002, 2. Cast -
Crete Quality System lvfantialfar .1re-stressed Products dated 2002. in FAA. Makar,
P.E,M.S, Product Control Section
Supervisor NO A. No,
17-Onl,19 Expiration Date: 05/
21/2022 Approval Date: 09/
28/2017 E - 2
Cast -Crete USA. hic-
NOTICE QFNCCEPTANCE: EVIDENCE SUBMITTED
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI, #06-0222.01
A. DRAWINGS
L Dravvirw No. _17D8, titled "Cast -Crete 8" Lintel FabricationDetails" ' sheets I through
3 of'3, prepared by Craig Parrino, P,],',., dated June 7, 1990, last revision dated
February 17, 2006, signed and sealed by Craigllarrino, P, E
B. TESTS
L None.
C. CALCULATIONS
1. None,
D. QUALJTV ASSURANCE
L By Miami -Dade Building Code Compliance Office,
E. MATERIAL CERXIFICATION
1, None.
F. OTHER
1- 1,etterftoin Cast -Crete Corporation, dated 0212012006, signed by Craig,Parrino, P, E,
S. EVIDENCE SUBMITTED UNDER PREVIOUS "PROVAL A 11-0121.04
A. DRAWINGS
1, None.
B. TESTS
1, None.
C. CALC]ULXFt0NS
L ]Vone.
D. QUALITY ASSURANCE
J. By Alflaini-Dade Building and Neighborhood (.'onipliance Department (BAIQ.
E. MATERIAL CERT'IFICATION
1, None.
F. OTHER
1, Letter from Coast -Crete Corporation, datedYkinuat- 18, 2011, signed by Craig- Parrino, 11,
E, certifying- compliance with the Florida Building Code, 2007 Edition, chay
A. Mahar, P,E., M.S. Product
Control Section Supervisor NOA
No. 17--0821,19 Expiration
Date: 05/21/2022 Approval
Date. 09/28/2017 E -
3
Cast -Crete USA, Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
6. EVIDE NCE SUBM [TTED U NDER, PREVIOUS APPROVAL #12-0209.13
A. DRAWINGS
1. DrawingNo. r,-D8-, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3
of3, prepared by Craig Parrino, P..!,',, dated June 7,1996, 1a.0 revision dated 17ebruaq
17, 2006, signed and seated by Craig Parrino, P. can March 22, 2012. B.
TESTS 1.
None. C.
CALCULATIONS L
Alone, D.
QUALITY ASSURANCE 1,
By Alliami-Dade County Department ofPerinitting, Environment, and RegidatoryAffairs. E.
MATERIAL CERTIFICAXION L
None, F.
OTHER 1,
Letterftorn Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino,
P. E., certtfying compliance with the Florida Building Code, 2010 -Edition, 7.
EVIDENCE SIJ13LMITTE-D UNDER PREVIOUS APPROVAL #14-0903.02 A.
DRAWINGS L
Drawing iVo. FD8, titled "Cast -Crete 8" Lintel Fabrication Details ", sheets I through 3
of3, prepared by Craig Parrino, RE,, elated June 7,1996, last revision dated Jnne 12, 20,
14, signed and .sealed by Craig Parrino, RE,, on,4 tigust 19, 2014. B.
TESTS I.
None. C,
CALCULATIONS L
Cale-tilations,for High Strength Precast and Pre -stressed 8-inch Lintels, dated august 0,
20.14, sheets 74-101 thro-i.igli..14.124,,prel)(ire(l, signed, sealed by Craig Parrino, PJ!,, D.
QUALITY ASSURANCE L
By Miami -Dade C,ounr y Department of Regulatory and Exonomic Resources (RER). E.
MAXE RJAL CERTIFICA:f fON 1.
None, FOTHER
L Letterfi-
om Cast -Crete IJSA Inc,, dated ,4ugmyt.19-,2014, signed and sealed by Craig Parrino'. P,-
I,,',, certifying compliance with the Florida Buildin,,- Code, 20,74 Edition. Product Control
Section Supervisor NOA No,
17-0821 J9 Expiration Date:
05/21/2022 Approvall)ate:
09/28/2017 E-4
Cast-Creje USAJtm
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
8. EVIDENCE STIBIMITTED UNDER PREVIOUS APPROVAI, 916-0126.03
A. DRAWINGS
1. None,
B. TESTS
L Mone,
C. CALCULATIONS
1. None.
1), QUALITY ASSURANCE
T. By Miami -Dade County Department (if Regjdator y and Economic Resow-ces (RER),
E. MATERIAL CERTIFICATION
1, None.
F. OTHER
L Letterftom Cast -Crete USA, Inc- dated,fanuory 13, 2016, simed an dsealedbyCraig AParrino,
P.E., certifying compliance with the filorida Building Code, 2014 Edition, 9.
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 417-0227.15 A.
DRAWINGS 1, '
None. TESTS
L
Verification Test report on flexural testing on Precast Concrete .Lintels Filled Models, total
of (8) concrete lintel specimens, per,4STAIJ E-529-94, Prepared by KIY, Report No, 16-
0425. 08, dated 01126117, signed and sealed ky Idahnis Ortega, P. K C.
CA-LCULATIONS 1.
Norte, M
QUALITY ASSURANCE 1.
By Alfianfi--Dade County Department ofReg-idototy and Aconomic Resources (RER)- E.
MATERIAL CE-WHFICATION L
None, e
clmyA. Maka r, ' 'I., ws- Product
Control Section Supervisor N'
OA No, 17-0821,19 Expiration
Date: 05/21/2022 Approval
Date. 09/28/2017 F-
5
Cast -Crete USA, Inc,
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
10. NEW EVIDENCE SUBMITTED
A. DRAWINGS
L None.
B. TESTS
1, None.
C. CALCULATIONS
L None.
D. QTJkLITY ASSURANCE
1. By Miami -Dade CounDeparlment of Regulatory and Economic Resourc (RER). E.
MATE CERTIFICATION L
None, F.
OTHER I.
Lester- from (,cast -Crete U;'11—Inc, datedAugust 08, 2017,signed and sealed by Craig Parrino, P,
E, cerflfi4ng coin rida Buihfing Code, 20,17,Fdition, pliance with MeFloelmyA, Makar,
P.E., MS Product, Control Section,
Supervisor NOA No. 17-
0821.19 If xpiration Date:
05/21/202.2 Approval Date: 09/
28/2017 F - 6
xte'x sVcxeab ki 31SLtR, 4rlUt+a
41;llx! S REi CTN PRECAST All — _
s _
PRFS T;ZFSSFCi CC CRETE ? dTFLs - -
as 4 ax*SYm2 2fX tlx f n ' da 6mibtig Lo3c
etd r •'d AcxpWuci a OJ i C -z iis,r '-.-,.._ _
u n E FABR.'-ti^J.T#0!t L4z.."' . :• nPauaexs urztr33` t mexsF uma.: gg„ A';T 't..iE4
b3x7t?:Xffn,ixSu y7?cZ ll( ' 5 >tr unc na„c rs+"f[-yyF 017 5 ( t % '
sizes if • I Cu3 t 'fa„
SflArcbl%_ Px 1Fi r'
1pya
7yvgw^
kr 6- risSa 7 f-._
i TA<;
S'
k SiE.S,%niiLtE.Hi''itH 1119 A E FA j(j_,{, - P'".z.
FSd L7 32'
9 ra :,57'
RRi Ova Ij 6AR
nr
TURRUPS 4___-.
x
A
9Y
1 7. -. '
sit j1 i'j..s.. Ait •''---—i-''' i`
F'FCSiL-.
0 F•' JAi '7A 8" Ct S !-!'NTE(_ iA__lA_fM — S LESrs:. "- q-
t.. va `X HT a to .__" xs a t, xeactverahu SIM, 7Ja2 a- ASIN As of P, tt, s W s ?3rx. atn?m cu sTigRura 1 YU U%
k"hi Pi e F£ ..
L M4 6PAr M0 s L x SiZ&5 (iP _ 6 mvz F S 8CC6A ¢9A F sv h Attib'T f8 nzGu RF9kZZa COP £9 SFAY<4 FdG EtFN j t td 8
0 33^t 542 7 32 6AR t -3" 'f 4 N id 6 4 ffi E'- 9 ;:_&" i fi,4J2 12a 3 Itkz7dR S'-5F 7 92 BAR S'-2' M A d s adAUiiCR RTOS=
t
i.OYt-Rs k'f:JM FRESik€sS.RizX cxEa OF ii;£ cgain%anM fdn3 rC2 L IYi£ # iS 4 0A '
67 32 CAA 9>-3 7j52 fiAR 15 2 4 4 -2z" 9 F "- _•.•._ 'T--' SaiL3{G A'G Ad; 6. w cj a cj'# v T F
i j h'"C"
4.957 1 Ad 3 AE b ^i 1" 7 i. AAX 3'-P., N A 4 R£tkFVBf"-,Y,6 CA&EM><AE'+- s4Yt3 2 5[73i2UF5 i-C 4,
15a F33 7 as. FAR 1-5 A%R 97 2 d a _S" 9 5^ A, { ' t 7 t 3 PE R 4--8- 't 3Z UAfi & 2 A f 4 x o4 R22e SF$EA9usE f°o G 59QA Ps 7ott a .Acuff tAcH M. 4 -% d.17G
T}.y,_ 3 72'P BP 13" 7 s2 VAif S8 2" 5 d'-2" 1 b-.3 0,V44 e{'3' R R 5 «x` 7%32 g&8 5 - h' A 6 PAST3FSi€9 llAia:s: i'o = iaW Psl zDa hll. 7 32 flAR
ti -}j-- 'wb 3 i ^V i g^I4
R 5"_g 7 &AN,5 -8' G A$s".FiT e.kXM llRi:45. OF 9E3cEyTfe Y'.hYYk4 us£ d u£U 4i 4° i
R-''.3d 76J -'----a-zlj 2 tIAF, At 2 i" I _ n iiEHA.4 5'-5 7 32 9Ad. E'-Z" N A s s, 3#`SfN- P&£SI9Sss f ,CV'CC c 47C x iYi, 4F f'uS'gESa'£4 uh 73_..._ 7.f`iCtoeXv cAXtS 270 4. 6£
9AR ' Y'"s` 17 3R &AR 7 -2" lsne....8 iA-
gr? r1-19Ejr --
Et `
i
FarssE&Aa 13 -
a i,T._
Zs--"
9D,; ,
@a
a
i y *(}:,xs '£ '"
ti , •,
4
S
tUaW'
rAl3s
3
RRum
aFa&
d78
4
RAii S7%
Sl
Hi - Eerncric4r'o;da3cedw NvssroAS'aRECESSL9UINEL
3a'-4"
3daPEBdp,3
mrarF 65EGwE5apdwi:g . - nCx or a saw inn y cwttw _o o3,a2- 2
146
43
aBAR' ' m
7 32 9hR 1 -9" A A • _ YK V w,
1 L 0 4 e" i 5--5` A.S337 1&V AE6 7 32 3kS! 3'--
V- 4 A iY E C a--4"4 4.64J c 1 9Y ft i MA & __ 1 J '.f3 `3 et YCEtoi E'± H A k ._-.---. fix} {{ft h. K2 xSI`57ID i . KiJAtn a y/a
fi {
CR : esni in ` f s MO i,MARY
ImfovAl
aM
hs PROV nFM
P.
WMs7
AFFRQYAL na,
M Avaateaa Byaor7R uT ss AMC eAMW BE XEWMVF "Aa ersres VMD
r r¢tfi U +',C3 ssEli dtR FL"=04, e 4. sus a_" csa4a fd REV Xa SEW e'-16 x s , s rrtRaui ;ss
Crza lv2ar,r cerseys o= essr-c&er[ usA, tom. _ -_ +r$ ldf. w si'° ^ 1. P E LiG {d k4ivG 7 g h u cF J Pdu CAST -CRETE 8" LINTEL FAMC T)ON DETAILS 1
t .- eslf c urn a
sz cR to Paaso, r - RLa 4 AWfi9: ?,£. - bCt, 7LL,
Xiib4 63A)iP,3 i?m i33 5#f£3 10 3
I
SAFE TAT ERALWAUS FOR
V'PR;-:CAST & PRPSTREMID U41N'W SAFE UPLIM LOADS FOR 8" MMAST & PRVSTRESSE D U-LJNTtLG
SAFE LYAD- m sAFE LOAD - POUNDS PER L:W!AR FOOTPLF
i2WPETYPEI8ua5r-!3TfZ5ULENGTH LENGTH
Tsi5i35i' 4 94 5283
e
zs3x _Li53 ___ _ _ _j-
3'-6' (,Q PRECAST 1025 1024 1 59B S-6- (42 PWCAST
1569 IZ55 3524 4394- --PS,3 6132 7001
Im um 6078
765 4'4' (481 PRECAST4-O- (43-) MEOW 713 -- -E-, -
wo 3815 4m sm aFg-
PRECAST 51 2 5S 1 07344' (54' L7-7 V", 4"'f340 ',M 1 3375 4W 4711 637f
If 17 61 4522
V-4- {641 PREWT 411, 411 745 V-4 (0 RRMAST Me 1715 7,
5'--W(7rj PRECAST .340 33 616 FRECA37
sci M
0J
Em '4 1, 166 23a 3251 47"20
7fl-) PRECAST 507 721 AM C-5' (78-) PRECAST
535 14V7 Im M 27" ,Zl-
JMg axrrssr, 1624. 20 5 2 2WL--,
214 162* 2U5 '242nf ZW
7
17-6' (X) PRECAST 424 1 534 363 T-6 O PREC 7,
474, 1815 Z1572=2 g'-
4' (112") PRECA57 326 512 23C W-4 0 17"" ppt,AS7 5v
1,31P 164-3 Mg 2254 Mi? IM
1161 m%tv 1 (
1261 PRECAST 2&4 P01, 180 W-6'(1261 PRECAST 11 -1 7 IM X55 - 23i i 74
60 M4 161: M) . PRECAST
26r, ?52 154,113 '-47C36") PRECAST4s 8 7 loiz .)LL,I3nw V 45B
724 1,9m 12'--0"(
1441 PRECAST 244 402 1 Z7 12-r(1441 PRECAST 3`--4" (
1 60 11RECAST 217 324 110 i IS-4, 1 So') PK- 425 400 7mn 4--' PF
2W2930eto425717 3
zss 176 FRMRESSED IN,
R,
284 'M I4-S"117C PRE R43 5 1,W07 24f M
mi 15m,
M4, Y3 4m W/ 7S
9 V, -5, Ic6+1 PRE31TRUSED 1 N q25S53Z89M %8, i240
1460 "LAB, 06 521 M ' 758
673 F, I (2DEr) PRFSM-SSED 194 74tct 0 nS im i27iy -Ii787 1w 229 348 A47
647k 5A7 ff 19'-4(232j PREST, "'Sio NIRI 148 52 PRESTREM 442 I 1059 6,9f 7 3
2V- 25W) PRE Ti
5 47 21'-4- (25T) PRESTRESSED — 142 232 -173 537
n 72i zs 905 1043, t Z19 5o, I!,
q 4, 22'-
Y',2W) PRESTRESS')'97 alis 1 iE 43z
U 7.
j PIR "TRESSE-P NR,
9 24'-D'() 268PR `ESTPESSED 124 202 41'a 4n We
757 876 MIS", 1 AFt ktA,;tN] VLK;
il=)
rIUM UVAUt W txii -,HE N"SaERS IN PAREKTHES5
M, PERCENT RM=,M FOR GRADE. 40 SEE GmRk WTE K 18 ON SICET 3 13Z I CEREML ib-,L du, DN SHEET
3 'OF 3, FELD AfXE[j REaAk SEE GENERAL
NOT, C NO. 4 ON SHF-7 3 Or FivF- =MmLrfq wg c", g A..
pt—'NL:2-
o
ILV t, Dvo c c7, r,
9ArPAQ,9,NQ SUFNER, R- 3M84 13Y 6524 OF,
5n NFRAL NOTES -
Sr E--T -3
OF 3 Eymom " --N\' rLP.F-Lr, N3,
44758 9 T atriaia tali-, CAST—CR7
E
8"
LINTEL
FABRICATION DETAILS 37 os/27/25 01CM YLI =
G
Fo M. FL- K114^, 447M 9 1 -77d
SAFE GRAVITY LOADS FOR B" ?R-FCAST'W,'2' RECESS DO -OR U-UNTELS
SAFE LOAD
PL.M
iYPE RWU
LF NC- I'H 8R 6 8RF6
4'--4" (V) PRECAST 758 757 1164
4'-6' (54') Pws,r 694 693 1073
5-8, (68) Pnmm 408 14,01 655
6-10-(70-) PRECAST 382 381
6--
6
e (acr) PREC T 595 738 4646
PRECAST 509 f 874, 3S3
370 ,90 2141-6 "I "I _v-- -T
I 14E INWIMS iN PAR-2,1,H-MIS ARE PERCENT REMCRONS FOR GF-Avv- 40
H-;,R 10DED REEBAIRSEIz ORfERAL NXJEE NO ME-- '
No 12)
r mq.!.total >A 3-1/2' j kt- 11*
ewx 9—un. to
Maun On
CIt— W" i —4—L 'Ah Asau 6 97.t 4
IxTS%
01 ll4iic9, 270 6 70TXF1s $ tom- --- - , , to W4
O b..4 mw= 4 iKb aka, W
v" W. W fir
kto 'L M ,d W .4 bt Q'W s 3ond f'm "-A kce wow abm' 1-,,
Ilh is [-- lbm 6i
rN 1P= iufm cat kj.A Uqa ft- 3"'
F'.a. „* -Av bed m ?.i j6w ksd
31a W4-
18 'el kw - 04,12 0 ig) V 16Z
w g-n 4, W2 '35) -,5SP 0 Qk-d b,, tha 6M W, 1#4 W snare
M44 'iWe- 16li
a*.
by 1/
2' C,-R TYP SAFE
UPLIFT LOAD$ rOR 8" PRECASI'WI 2" RECESS DOOR 'J-UN-j ELS SEE -
WF lAVM M I - i fA&.
ES FM LW MITIM IE-2 liEv- ME
NAIDERS Pq PMEMBS AKE PRWr PEDUCHONS F0OZ 4O F,E-
CMUED REW, SEE nZRA H07E NO, 4 F - 'muav
im mv, I v - wazl 2 Dfl!
a F F16— wm
m
m 15 rluw]L W11111ww&kL Rav"I T mTO
w
AX P f5 -al' 4, " izic (
i ;S i-112, cum pw
9M7 ;x t
Woxa) mi "Rcmu)
v CCUR5 N"L7
S Z" 19 PROD LUrlU3'yjSgL DZ. Wlyi"5 2r'
GR60 3:; 13Y .
CRAIG PAFr.'
Nc) 6324
OR 57-9 R '
D Z- SEFFNER FL33564CAST—CRETE
B " LINTEL FABRICATION
DETAILS 4w 1 mil mii V"
Ptkmo' z-m2+4 44735 rju, w TAsp'A'Ll
MIA MI-:DADDE MIAMI-DAble COUNTY
PRODtJCT,CqN'rROT, SECTION
DEPAWNIENT OF REGULATORY AND El CONONITC RE, SOURCES (RER) 11805,§W 26- Strect, Roorn 208
BOARD AND C0DE.A1)M1N1STWVr1ON ITT ISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANC j E NOA) LywwniiamidadKjpv/eet!Lorny
Cast -Crete TJSA, Inc.
P.O. 11ox 24567
Tampa, Florida 33623
Scou,:
This NOA is being issued. under the applicable rules and regulations governma the vise of construction materials, 0
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dado County and other areas where allowed by the Authority Having Jurisdiction
AHJ).
This NOA shalt not be valid after the expiration date stated below, The Miami -Dade County Product Control
Section (In Miami Dade CQnnty) and/or thoAHJ (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 A_HJ niay 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" Ifigh Strength Precast and Prestressed Concrete Lintels
APPROVAL DOCUMENT.- Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1,
prepared by Craig Parrino, P.E,, dated March 24, 2003 and Drawing No, LT4612, titled "Cast -Crete 4", 6" & 12"
Lintel Safe Load Tables ", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last
revision dated June 12, 2014, all signed and scaled by Craig Parrino, P.E,, on August 19, 2014, all hearing the
Miann-Dade County Product Control Re -vision starrip with the Notice of Acceptance number and the expiration
date by the Miami -Dade County Product Control Section.
MISSI[LE, IMPACT RATING: Large and Small Missile Impact Resistant
LARE'LING: l-,ach lintel shall bear a permanent label with the manufacturer's name or logo and tiro Miami. -Dade
County logo.
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 oxpiration date or if there has boon a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsernent of any
product, for sales, advertising or any other purposes shall automatically terniiinatc., 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 revises NOA # 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as
well as approval document mentioned above,
llie submitted documentation was reviewed by Ifeliny A. Makar, P.E., M.S.
NOA No. 17-0821 A 8
M1AM101F,-_MADEC=0UNTY Expiration Date: 09/11/2018
Approval Date: 09/28/2017
6 17 Page I
Cast-Cretc USA Jhic.
NOTICE OF ACCEPTANCE: EMMENCE SUBMITTED
1. EVIDENCE SIUB-M-H'TH)UNDER PREVIOUS APPROVAL #03-0605.04
A. DRAWINGS
1. Drawing No. TD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1,
prepared by Craig Parritio, Pd,,'., dated March 24, 2003 and Drawing No. L 774612, titled
Cast -Crete 4", 611 & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by
Craig Parrino, P. E., dated Mar eh 24, 2003, lost revision 41 dated 11pril 28, 2003 both
drawings signed and sealed by Craig Parrino, P.F.
13, TESTS
1. Test report onflexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and
Un/Wed Models, total of (13) COnCrete lintel speCnnenS, per AS1ME-529-94, prepared
by Applied Reseat-ch.l.ahoratoi,ies,Report No, 30404A, dated 04110103, signed and
sealed by Christopher A. Homon, P-E.
C. CALCULATIONS
1, Calculations for` Cast -Crete Lintels, dated 0512,9103, 207pages, prepared by Craig
Parrino,,P.K, signed rand sealed by Craig Parrino, P.,FK
2, Calculations.for Casi-Crete Lintels, dated 0512910.3,140 pages, prepared by Craig
Parrino, -P. K, signed and sealed by Craig Porrino, P, E.
D. MATERIAJ, CERTIFICATION:
1, Qualiy System Afaintalfor Cast -Crete Machine Made Precast Lintels revised on )Ilfqy 1, 2002.
Z
Cast -Crete Qualify .System Alanualfor PrestressedProducts dated2002, 2, EVIDENCE
SUBMITTED UNDER PIMVIOUS APPROVAL 4 08-0320.09 A, DRAWTNGS
1, Drawing
No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I (Y'l, prepared by
Craig Parrino, RE., dated Afarch 24 2003 and Droiving No, LT4612, titled Cast -Crete
4", 6" & 12 " JlintelSafie Load Tables", sheets I through 3 of 3, prepared by Craig Parrino,
P. dated March 24, 2003, last revision dated warch.11, 2008, B. TESTS
1, ATone.
C. C,
A1,CTJLXF,IONS 1. Yone,
1). QUA.
LXFY ASSURANCE L By
Miami -Dade County Building Code Compliance Qffice. MATERIAL CEWFIFICATIONS
L None.
A e
my
A. Makar, P.E., M,S. Product Control
Section Supervisor NOA No,
17-0821.18 Expiration Date:
09/11/2018 Approval Date:
09/28/2017 E - I
Cast-CiLiL,te USA Ine,
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL, ft 12-0209.12
A. DRAWfNGS
Draiving No, FD4612, tifled'TreC(fft and Prestressed LintelDelads", sheet.1 Of
1, prepared by Craig Parrino,.P. E, dated March 24_2003 and Drawing No.
LT,4612, titled "Cast -Crete 4 "1 61' & 12 " Lintel Safe Load Tables",sheets .1
through 3 qf'3, prepared by Craigy.Parrino, P.Ey., dated-Allarch 24,2003, last
revision dated March 11, 2008, all signed and sealed by Craig-Parrino, RE, on
A4arch 22, 2012,
B. TESTS
L None.
C. C'Af,CULATIONS
1. None.
1). QUALITY ASSURANCE
L By Miami -Dade Count)) Department qf Permitting, Errs rronrraent, and Regidatory'lijfairs,
E. MATERIA1, GEWITHCATIONS
J. None.
F. OTHER
1, Letter from Cast -Crete Corporation, dated Februat.y 03, 2012, signed and sealed
by Craig Parrino, P.E., certifying cornpliancewith the Florida Building Code, 20.10
Edition,
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAI, 4 13-0321.07
A. DRAWINGS
J. None,
TESTS
1. None,
CALCULATIONS
1, None.
QUALITY ASSURANCE
L By Aband-Dade County I )eparfinent of Regulatory and Economic.Re.soiwces
MATERIAI, CERTIFICA"FIONS
1, None.
liuiy-A] --- IV-- - a fm P. E., N1. S.
Product Control Section Supervisor
NOA No, 17-0821.18
Expiration Date: 09/1112018
Approval Date, 09/28/2017
Cast-Cr e _4te TJSA lue
NOTICE OF ACCEPTANC' EVIDENCE SUBMITTED
S. EVIDENCE SUBMITTED UNI)ER PREVJOUS APPROVAL H 14-0903.03
A, DRAWJNGS
1, Di -caving No. FD46122, titled "Precast and Prestressed Lintel Details", sheet I of
1, dated 03124103 and Drawing No, LT4612, titled "Cast -Crete 4 '% 6 " & 12 "
LintelSqfe Load Y'ables", sheets I throttgh 3 qf 3, last revision dated 061121.14, all
prepared, signed and sealed by Craig Parrino, P. K, on 08119114.
U. TESTS
1, None,
C. CALCULATIONS
1. Calculations, r Cast -Crete Lintels, doted 0811912014, _pages ,74,20,1 through,14136,
prepared by Craig Parrino, P.E,, signed mid sealed 4y Craig Parrino, RK
1). QUALITY ASSURANCE
L By Mkinfi-Dade Co unly Department of Regulatory and Economic Resources (SR).
E. MATERLU, CERTIFICATIONS
L None,
F. OTIJER
L Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig
Parrino, P.E., certifying compliance with the Morida Building Code, 20.14 Edition,
6, NEW EVI'DENCE, SUBM rr'r-ED
Aa DRAWINGS
L None,
B. TESTS
1, None.
C. CAILCULATIONS
1. None,
D. QUALITY ASSURANCE
L By Adianii-Dude County Department of.Regulatory and T,,cononiic Resources (RER).
MATEXIAL CERT IFICATIONS
1, None,
V. OTHER
1. Compliance Letter ivith theb7orida Building Code, 2017 Edition, issued by Cast -
Crete USA, Inc., clotted 08108117, signed & sealed by Craig Parrino, P, E.
Ifeliny A. Makar, P,E., NIS,
Product Control Section Supervisor
NOA No, 17-.0821.18
Expiration Date., 09/11/2018
Approval Date-, 09/28/2017
E - 3
ST- TYZ W
UPS 'A' SWF
NOW.&
Nl
52 GAM loss Ommm"Mm AwLMawlq-"&IHTtL
T 70
7! F
fi
HOT
TZ,
s A7,
1-4 IA B is
MAKS
L —SOLO LLN-1EL
RAIL TABLE, j 2- PRECASI J—UNT L DAIA T tB
12LMECAST W RECES S DOOR-L=LN7.-LD 6 LE
iAEMRU (IF
l 11,05—aw—
JIM—"
s 1IR-1,0MMAill IIM Wtv att 11
TZO By =?'f&4ff LAWS &4
V5 MOR WWTZFI 00#e iT
UEEPIALANICIffiES:
1. ="M w . & Ai ,W., A fl, NPC fS 1, sW?W* 3-19MOM I Ai
mw Q ASIM W I
1=2 AA — mw = I—
F I ml. W—
ORt
Olicr vvmn
yRC
oA
MEW4T0
k
6324
SUFNER
679GRR, 3358400
RE CA- AND PRESTRESSFD LINTEL DETAILS
3/24/0
nOwWkij, awn OFD'
vanW4hmaWwwsmlotI ,
o
M CSO
IF
AST A615 Gkok 50
Pe, A,1U C271 t U x S
V A3 dyad t6H. W.?cn s, rsc m 4 iuh .119o4 b-fq,
VuA 12LO R 129Z
if t-4 Wq1h is i-
S) Pr wda W — 1m bed and 1-4 ja,s.
4) T"sd iF tie 9-1 'V
V«l, 40 9-1 c&dld lb",
5) L&a,, We tr,, FVB & 12FB IT-4 &'Wq
meeks or ..td t/wo dem.t,-q
fjgttd to CoNar. -*,9 {he
C'S, 57ii0,; M4.S-1
sb- Mci
7) 4' adO IMW-o b* -f 4° &n-k- WM'd a1,6
b"'j, th. xcAdcavrN
T. 6.1sw ..y mW co
f— .t svpp.F4
I' e k 12' Lml. zaa»ofadrnC .0a 5-'/2' Wj
13) d.a.
AZIM C"926
14) urlqla ,W66 iih =9= at wa) kWtOAMXUwaq .1p the fe 4, -
p- — 1?. We
wrklo l bad W. Uod Fm
xMpoiw W4" hekht. r4 4,WO — -1, v"', 1r, rm). 16) For
W JM94u ml stW.`ass scfe l-ld from neat t"be, !o*l 17) Sakcds —
wh—e $-bk i--4s 16) safe based
raCos i d.sV, m4jis Pal AA sy, d MG. Stb ig) MaW41 b
lb f--A Zw,
et. 6 kl S4 t
I ATOM- Lvj Tkq---S OR
WC RAW, FOP EAC311 CW
Ruu) iL COURSE Vz,
aR Tfp (
1) J5 faAR
FOR 6' MULE 2) §5 REW
FUR 12- UNTO-S GR40 or MO
SAFE LOADS FOR
4" SOLID LINTELS A" GRAVITY ss*
T* UPLIFT LATERAL TYPED — TYPE 4S8
4S84S8LENGTH LENGTH ___j42-) PREWT, 37-,
687 i 14'-0" (48
PRE 959 4'-')' (4) PREW, T 597 320 4'-s- (54-)
PRECAslr 789 4'-V (54') RMAST 529 5'-'V170-) PREQk-,
460 PRECAST 407 148 PRMAT 7 5
9p'
fTELA5T 260 117'-6' (90"' PRECAST 2ao 87 9,-+, NECAST 1
156 9,-4, 112', PRECAST I 187 W-6'(126")
PPZCAS---t- 6 12FB 12F1212FI6
6FB 6FI 2
6F16 Ig j i
a
li '-
mwr
4T
F7,
t4.
s.
4S8
12F28
I ZF24
12F20 d ILI IMAJ
r-
CRAICIPPON -6 6F28 6F24
6F20 "
I ' uR',,.' 1 I
1' R.
A,L ', 475
316 U-CAST—
CRITE 4", 6" 12" LINT A E, SAFE LOADTBLESftlR L
REYMO 0 7 _7=L 1/8111 W_ C Zp 4 jefW,
1
F
CHECASLI
UY: CRUIP
pAprM. ?,E- KG. M
L
SAFE GRAVITY LOADS FOR W
SAFE LATERAL
PRECAST U-1-INTELS FOR 6' PREGAV U-UNTOADSELS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS
SAFE LOAD
SAFE LOAD -POUNDS PER LIAiEARPOOT PLF SAFE LOAD -POUNDS PER LINE- ARFOOT
TYPE _T TYPE 6ua 6F8 Rcmu ,a- TLGTfiV24-18!SF26-15 5F32-18 6Ft2-IT V16-ITIV20-IT 692 -1 TENLENGTHLENGTH
5,050 6148 7227 1 8207 9-357 3'-6' (42) PRECAST 587 1055 596 S-6- (42-) PREGMT-71412 2074 2715 13356S-6` (42') PRECAST 23-32 2,,75 3592 T -997 4533 527S
PRECAST i _T PRECAST 445 PJECA5T I SOO 0 1223M3892505051487227829723574'--C (4,8 487 787 4'-0' (4a) 1225 1 2357 12913 347 402-1 4563
4; 6- (54-) PRECAST 1554 1887 1 3633 t 51050 148 7227 8297 3Wl 4'--6- (54-) PRECAST 41,6 609 144 4'.--S" (.54*) PRECAST 1QW 1592 2084 !2577 300 '3a,12 i4o,55
13557 5734 7227 8297 827 2738 311410'70 PRECAST 1067 2 2198 V-10'(70" PRECAST 350 198 PRECAST5j 831 1222 1500 1979 1 2-305_ 610, —.1", "
1
6,-E, (781 PREaAS-, 949 1 1078 1831 23A5 4328 8737 8297 9357 6'-6' (78'1% PpZcAST 253 496 157 6'-8' (73") PRECAST 723 097 i 1437, M7 2117 2457 2797
T '7'901 PRECAST 7 78 1 883 14,59 2188 315! 4524 6654 057 7'-6' (K') PRECAST 27.2 367 PRECAST 648 [7 -6 6 7'-6' (90-) 96;j l 124991544 1840 21 M 1 2431 9-
4' (112" PRECAST 584 660 1051! 1 1525 2084 2795 37315 5017 (Ilf PRECAST 171- -3--5--2- 741 19'-4' (i i 2) PRECAST 575 571 920 1252 142 12 P
CAST 503 566 895 1270 1735 22M 2893 3747 PRECAST 1151 PRECAST 514 462 787,1,121.1 1331 1-5,511, 17,66 RE27658136-,,
PACAST 457 b13 1133 IM7 19,52 2492 3163 1 4" (136-) PRECAST 139 311 49 PRECAST 474 40 4 6d5 285_Iq '1213 '4 42 1645 PK^.
AST 425 4 P/1144 1 GA,2 1769 2233 2808 12'-0'(14e) PIP ,ECAST 131 1277 44 PRECAST 454 367_1 619 - - ---- ----- 4- (
1 sr,-j 8:_ 11 0 1485 1852 2285 492 , 308 i 516 7:i' 905 107 PRECAST3731 417 646, -4'(163') PRECAST 117 223 35 PRECAST R,.
cAST 3:51392 605 _5 IC87 1703 2G87 PRECAST 1 11 202 32 14' -T (1613-) ?RECAST 365 M 476 677 332 989 1145 f ILI" PFECASTN_A.
239 620 17'-4- (20e) PRESTRESSED N R, 21 17'-4'(208' P;_ 476 585 693 17'-4'(208' 455 1198 1437 ?EM=T M! 203 SE DkRAL
NOTE )a THE NUMBERS IN PAPDMESIS ARE PEPW REDUCTIONS FOR THE NUUBERS1MPARENMHES5AREf'RCENT REDuCT;ONIS FOR GRADE 40
HaD ADD0 PERM, SEE GENE RkJ L MOTENO. 4 OWE 40 RLD ADDED REW, SEE GENERAL NOTE NO, 4 Acceptanceila 7,
Al, PA
N,
44
F.
lay 24
C9
579 SH,FFT
1 OF 3 4N FL U%4 SEE GENERA'L NOTES REA NG.
4475s y — — CAS! -
CREME
4", 6" &, 12" UNTEL SAFE LOAD TABLES JA NA!{
1 C 111ft 6.5 AFIEVII
T__ Fu RAW" VFM5 14 ERAWN M ;awl AM* M_ 312#
43 ___j_TWTKE0 _81; go. Q, 447,6 j L74512 $,KrT 2 V 3
SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS
SAFE LOAD - POUNDS PER 13tdEAR POC3T
1
iEi'iGT_H `-^'---_ 3 (PE 12J6 ts?$^2'.3 i2f't2-iR t2<i6 2f2G-2A 9$C24- ZStB-•73 i"a32-2E
13'--6' "42) PRECAST, 3428 ; 5030 55M 761S 9352 1,080 I'12 55 ,14435 I
f ¢'-0" (48"} PRECAST 2023 ! 4232 f 5M y 7619 1 9352 1,1060 12755 i4438 t
C-6" 54') PRECPT 5 3464` 5304 7i9 9352 1105f 12755 i4435E239
V-10" 7u PRECAST 1_2 2 2 3218 5234 8487 riC&u 12755 1443 „ 1
S -6` (78 } ZECAq- 1383 14SS 2` 779 4196 6421 M 2 12755 148,"'
3rs I828 23 3218 4679 Slats 97S388
W-4" (112) FIRECASi 795 1215 1535 2230 W83 41675593 17552(to P'
tr £CAST0441,743 1295 1853 2516 3323 4,334 55632 PRECAST
518 1:045 1152 1849 2216 2693 3719 4746_ i2'-
0`144") PRECA,7 456 878 1073 1513 12020 j 2517 ; 3333 3 42'08t 13'-
4" 60") PF EavA ` 359 ; 767 ,,fl 926 1 1294 17C3 2185 2743 3409{ 14'-
Tice 61') PRE- T 3M 720 ,p 855 12D4 '; 1534 2017 21,51 ' 3106t 17'
4' (2081 PRECAST s';'.R, 451 0 ' I 83 + S i 41T"j 14 ? `15;31"a 2102, i9'-
4"(232"}PftEC„5 NR. 343 A77 TOO 9251152'. i38CgD 109 rt. 1) 'af
RwKas N F'A"r.EN w%s mE r,qcair nfft EtL k t4tAL Putt (Cs (1) RE NZWERS 1N PAUMMM Ml PEWEW Re"DiiCP 4 MR GRADE 44 FkM
AGE,EG NE8?u's, SEE CE6EA.t7_ WIE t10. 4 cai 49 WD t.Rt6_9 N."EWL SEE MiEPAl. ROX M6 4 SAFE GRAVITY LOADS
FOR 12" PRECAST W/ 2" RECESS DOOR U-LIPNTELS I2" P3tEGAST w72SAFI LATERAL LOADS AD8FOR" RECESSDOOR U•
LiNTELS SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS SAFELOAD SAFE LOAD -
POUNDS PER
LINEAR FOOT PLF i SAFE LOAD -POUNDS PER LINEAR FOOT TYPE ,2PtB i2 S-
2i 12PIi1-712 78- 12Rt1$ 2 t2 -° 12 26 2 i2i _ `I YPE , 2Rli912RF6 ROP U YYPE +?GS Yz312 ft0- d:2vSR 2 ,2F 2%i [2 21 5-27t2"S iL AGTIi _ GTH e_ = LEN(iH NG 4'-4" i52j £
GA5 2539 2842 t 5468 7534 ' 964 5 9 i 13679 11WIS 4 -4" (52) PRECAST i 1295 3a92 j 256 4'--4° ;52 1 PRECfiSi i 25 9$85 3745 4£ta Sd57 6925 7,9___ 4 6 54 --,RECAST
2'
19 , 2740 { 5468 7 F4 9640 i 1 rbo8 13679 '# 15572 i 4'--B" (54"j NFCA"-T j 12 ;' 3458 t 2417,E 4'-8" (5e) , RECAST 1 5E 2532 ' 36W 4623 5843 t 6654 Q { VA 7-8' 16811 Ft2,
EtAST 1347 1841 13555 6395 9640 111669 1,3679 11567$, 1 5'-8" (58") PRECAST 784 2236 1651,,5'-8" (68) f'REWT 1210 fi2Q42 2850 365,1 9466 5273 t6,21 t V -10-(70") PRECAST
1259 1758 3 3M1 595A 9359 11IE69 13579 1567 5..10 (70" PRECAS' 747_ { n 3 8 51 B° (80"} PftC.Aai
924 1430 12&33 44i6 8834 i035" i s t48 g-H„ (8U") P4tG a, 3 S62 1718,,i6 0 S-8 "(
80; tE ASt is20 715835 , 2426 . 4 355+02 4489 7 8 (9 ) PRLCAM
3 703 1203 ' 2157 1,34S4 5259 7922, 9623 i1329 T-S (90,' PRECAST 504, 143 r 97 7-6" (9On PRECAST 9 G4 I22S 2i83 . 2775 3390 4003 45171r 355 1011 ,a 8" {,
i8 } PRELTS, 703 77'. 9472 i180 26Su " 3'4^ 3EZH T _ Q-8" fj
fi
P2i RST 33 9 4a1, 215i (3203 4427 54i7 3387, ' 9'-8" t',19" PRE A_T x v= L_._._. 1 S R9
u4. t"" , i...._.. --- ; g .i.._. 1"^ .L_ s>{. usr w7 _. LL _ i Try gjxrG
n
v ?M Yrl % ME FEKWT REYX' 6 ' Yl OiE l8 aa wwBERs >N R r sr Apc R€twaf?qy 7w,hs , cwetE 40 Fc Armco eA
s eRk n s , CA . ' cy E is & ' 40 A ED gut s e e 4, 4 ns Ufr 6VtEEf2 iXT?REVt3LL5
447 9r:i36
np tce{4 oxny "ying rrail?tns lstmioa Acteprarec M _ o ' ° ihsi2d'."ngCodeF.airahon Da&;-p fi'
ZJ, j 7, E F CRAIG PARRWO
xmu ,tx A
4L 4-_
6324OR579 a °d-!._o•<i
vl `o"t
j •; °y'*.'' u F P4G i ,1. '3w5F5Q6ui :ia.''o :t c'
onfriu"' SEE GENERAL NOTES — S ECT
1 OF 3 +i 1+` FL.RETIC,AgW fl- _ "__. REVtS14N OAT ,' GENE;nvi
D_4-. 28
MF6BU CIF ASiCRLTEr 2_ Ll 1BL SAFE i c£taEPtL£i LOAD TABLES
4 t$ U@308334tf 7-]
d 4'
nd 5y. ,v^rW, MUMSS.Fi.:; kL3,A DATE, 3f24/ CNEC>'EL 9Y: cpA PARRt#>.
P.E. — FG {C. {It55 GRA'Xks C. ti0. Lii612 SHEET 3 4F 3 SAFE UPLIFT LOADS FOR 12" PRECAST U•
LINTELS
IA I. rVITAIVIT-DADF COUNTYmanPRODUCJ'CONTROL SECTION
DEPARTIVIFiNT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street,, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
r (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE Nvww,miamidade.gov/economy
Cast -Crete USA, Inc.
P.O. Box 24567
Tampa, Florida 33623
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 Miarni-Dade County RER- Product Coraxot
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
AIIJ),
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 matorial 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION. "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels
APPROVAL DOCUMENT: Drawing No, FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through
3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and scaled by
Craig Parrino, P E,, on August 19, 2014, hearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miaini-Dade County Product Control Section.
MISS11,11IMPACTRATING: Large and Small Missile Impact Resistant
LABELING: Each lintel sha-11 bear a permanent label with the marrufacturer's name or logo and the Miarni-Dade
County logo,
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.
TERMINNI'10N 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 all endorsement of ally
product, for sides, advertising or any off -ter purposes shall automatically terminate this NOA, Failure to comply With
any section of this NOA shall be cause for termination and removal of NOA.
ADvERTjsEmtEN,,jr, The NOA number preceded by the words Mianii-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 revises NOA 0 17-0227,15 and consists, of this page 1, evidence submitted pages'F-J, E-2, E'-3, E-4,
E-5 & E-6 as well ,is approval document mentioned above,
The submitted documentation was reviewed by Ifelmy A. Mal(ar, P.E., MX
CMIAHlkCW)E =COUNTY
NOA No. 1[7-082119
Expiratiou Date: 05/.21/2022
Approval Date: 09/28/2017
17 Page I
Cast -Crete tjSA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I. EVIDENCE SUBMITTED UNDER YREVIMS APPROVAL #96-003.01
A. DRAWINGS
X. Drawing No, 17)8, titled "Cast -Crete 8" Lintel Fabrication Details",prepared by Craig
Parrino, R K, dated 0610 7196, revision III dafed.1,1108196, sheet I of 1, and Drawing
No, LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", prepared by Craig Parrino,
P.E, dated 06107197, revision #4 dated 011128198, sheet -1 of .1, both drawings signed and
seated by Craig Parrino, P,
B. TESTS
L Test report onflexural testing on Precast and Pre -stressed Concrete Linte Is Filled
Models, total (?1'(36) concrete lintel specimens, per ASTAI E-529-94, prepared by
Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed
by Christopher A. Hannon, P..[!,.
C. CALCULATIONS
1. Calculations far- Cast -Crete, 8-inch .lintels, dated 06106196, 349pages, prepared by
Craig Parrino, P. E., signed and sealed by Craig Parrino, P. &
2. 'Calculations for Cast -Crete 8-inch Lintels, dated 11/1 1196 45 pages, prepared by Craw
Parrino, P. E, signed and sealed by Craig Parrino, P-E.
D. MATERTA1, CEWrtFICATIONS
1. mill Certified Inspection Report Silo:94 dated April 1996jbr cement by Southdown
Brooksville Cenient Laboratory,
2. Mill Cerlified.lhspection Report 420-8275 dated 06120195,ft,pre-stressing strand by
The Crispin Compaqv,
3. Alfill Certified Inspection Report #20-8345 dated 11113195for pre -stressing strand by
The Crispin Company.
4. Mill Certified Inspection Report #2111-0782110 dated 04125196,for #3 rebar by
Amerlsteel,
5. Mill Certified Inspection Report #84-MI.9614 dated 02129196.1or #5 rebar by
Birmingham. Steel Corp,
6. Mill Certified Inspection Report -458-A66332 dated 01128196for 94 rebar by
Birmingham Steel Corp,
z 1fill Certified Inspection Report #84-M2074,9 dated 04105196,for #5 reba.r, by
Birmingham Steel Corp.
8. Mill Certflied Inspection Report #84-M19805 dated 03106196,fbt- IN rebar by
Birmingham Steel Corp,
9. Mill Certified .Inspection Report #84-M21208 dated 04121196,for #4 rebar by
Birmingham Steel Corp,
10. Mill Certified Inspection Report ff 84--Alf2O652 dated 0410.3196for #5 rebar bly
BirntinghamSte,el Corp.
e my A. Makar, P.E., M.S.S.
Product Control Section Supervisor
NOA No. 17-0821,19
Fxpiration Date. 05/21/2022
Approval Date: 09/28/2017
E - I
Cast -Crete USA- Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
11. Mill Certified Inspection Report M4-M'20 749 dated 0410.5196for 115 rebar by
Birmingham Steel Corp.
12. Quality Control Manual far Cast -Crete Machine Allade ]'recast Lintels dated 05114196,
13. Quality Control 11anualforPre-stressed Products dated 03120195,
2, EVIDENCE SUBMITTED UNDER PRE VTOUS APPROVAL #01-0209.03
A. DRAWINGS
L None.
B. TESTS
1, None,
C. CALCULATIONS
1. Xone,
1). MATERIAI, CERTIFICATIONS
1, None,
3, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.OS
A. DRAWINGS:
j. DrmvingNo. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of .1,
prepared by (-','j-aig Parrino, P. E, dated ,lime 7,1996, revision #2 dated January 28,
2003, and Drawing No. L1'8, titled "Cast -Crete 8 " LintelSafe Load Tables ", sheets I &
2 of 2, prepared Iay Craig Parrino, P-E, dated June 7, 1996, re vision 95 dated 1farch
24, 2003, all drawings are signed and sealed by Craig,Pa-rrino, 11. b,, B.
TESTS: L
Test re ort on flexural testing on Precast Concrete Lintels -Filled Xfodels, total of P12)
concrete lintel specimens, per AS7`ME-529-94, prepared by.,41.?Plied Research Laboratories, -
Report No. 30404B, dated 04123103, signed and sealed by Christopher A.
flamon, P.E. G
CALCULATIONS; I.
Calculations for Cast -Crete High Strength Precast sand Pre -stressed 8-inch Lintels, dated
May 29, 2003, sheets L I through 1,493 and 2.1 through 2,336, prepared by Craig
Parrino, RJ!,, signed and sealed by Craig -Parrino, ]I.E. D.
MATERIAL CERTIFICATION: J.
Quality System Allanualftr Cast-(.,rete Machine Made Precast Lintels revised on May
01, 2002, 2.
Cast -Crete Quality S; StCln Monualfbr Pre -stressed Products dated 2002, r"'
y A. Makar,,P.E., M.S. Product
Control Section Supervisor NOA
No. 17-0821 . 19 Expiration
Date. 05121/2022 Approval
Date: 09128/2017
Cast -Crete USA Tim
NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H06-0222.01
A, DRAWINGS
1, Drawirtg,No. -FD8, titled "(,avt-Crete 8 " Lintel l,abrication Details sheets I throngh
3 of 3, prepared by Craig ParrinQ, P, E, dared Jztne 7,1996, last re vision dated
P'ebruaiy 17, 2006, signed and sealed by Craig Parrino, P.E.
B. TESTS
1. Alone.
C. CALCI.YLATIONS
1, None,
1). QUALITY ASSURANCE
1, Byltiami-Dade Building Code Compliance Office,
E. MATERIAL CERTIFICAT ION
1. None.
F. OTHER
1. Letter ftom Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, 11, 1!,,
5. EVIDENCE SU14MITTED UNDER PREVIOUS APPROVAL # 11-012t04
A. DRAWINGS
1, None.
J, None.
C. CALC-ULATIONS
1. None.
1), QUAIATY ASSURANCE
J. ByMianfi-Dade Building andNoighborhood Coml)liance Department (BNC
V. MATERIAL CERTIFICATION
1, None.
F. OTHER
1, letter from, Cast -Crete (,or7?oratioi7,elated Janiitzrjt -18, 20.11, sigh ied by Craig Parrino,
P-E, corlij)ing compliance with the Korida Building Code, 2007Edition.
4e14-A imy,
A. Malkar, RE, ILLS. Product
Control Section Supervisor NOA
Na, 17-0821J9 Expiration
Date: 0-5/21/2022 Approval
Date-, 09128/21017 U' -
3
Cast -Crete USA, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUWMTTED
6. EVIDE NCE SIJBMITTEJ-) UNDER PREVIOUS APPROVAL #12-0209.13
A. DRAWINGS
L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication. Details" sheets throat
3 of 3, prepared by Craig- Parrino, P. E., dated June 7, 199, last revision dated
February 17,2006,signed ctndsecile(lby(,.raigParrinoP.A,,on,A,,fareli22,2012.
B. TESTS
1. None.
G CALCULATIONS
J. None.
D, QUALITY ASSURANCE
L By Miami -Dade County Department qfPermitting, Environment, and ReWdatory Af ,fairsa
E. MATEMAL CERTJFICAT ION
T Arone,
F. OTHER
1, Letterom Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino,
P.E., certifying compliance Width the Florida Building (lode, 2010 Edition. 7.
EVIDENCE SUBMITTEi D UNDER PREVIOUS APPROVAL #14-9903.02 A.
DRAWINGS L
Drawing No. 1{D8, titled "Cast -Crete 8 " Lintel Fabrication Derails ", sheets I through 3
of 3, prepared by Craig Parrino, F. elated June 7,1996, last revision dated June 12, 20,
14, signed and sealed by Craig Parrino, P.E., on,11ug-ust 19, 2014. B.
TESTS 1.
None, C.
CALCULATIONS L
Calculationsjbr High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19,
2014, sheets 14,101 throzq-,h 14.124, prepared, signed, sealed 1 y Craig Parrino, RE, D. QUALITY
ASSURANCE L Byll1fictini-
Dade County Department of Regulatory and.Economic Resources (RER). E. MAT-
ERIAL CEWFIFICATION J. None,
F. 011111FIR
1. .letter
from Cast -Crete USA_Inc, dated August .19, 2014, signed and sealed by Craig Parrino, .P.
E., certifying compliance with the P'lorida Building Code, 2014,Edition, e elmy
A, MA a r, Ps E., M. S, 11 ProductControl
Section Supervisor NON No.
17-0821J9 Expiration Date;
05/21/2022 Approval Date:
09/28/2017
I'ast-Crete USA Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBINITt"11"D
8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 416-0126.03
A. DRAWINGS
None,
E. TESTS
1. 1vorm
C. CALCULATIONS
1, None.
D. QUALITY ASSIJRANCE
1. By AMiami-Dade County Department ofRegulatory and Economic.Resources (ER).
E. MATE AL CERTIFICATION
L None.
F. 0TIIER
1, Letter from Cast -Crete USA, Inc,, dared January 13, 2016, signed and seated by Craig
Parrino, P. certzf ing compliance with the Florida Building Code, 2014 Edition.
9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15
A. DRAWINGS
1, IVone,
B. TESTS
L Verzfication 7est report onflexural testing on Precast Concrete Lintels Filled Models,
total of (8) concrete lintel specimens, per AS7'Alf E-529-94 ' prepared by.FTI., Report No,
I 6-0425, 08, dated 01126117, signed and sealed I?y Idalmis Ortega, P. K
C. CALCULATIONS
1e None.
1), QUALITY ASSURANCE .
L By.&Iiami-Dade County Department of .Regulatory and Economic .Resources (RER),
E. MATERIAL CERTIFICATION
I, Mone,
elmy A. Makar, P.E., MS.
Product Control Section Supervisor
NOA No, 17-0821.19
Expiration Date: OS/21/2022
Approval Date: 09/28/2017
Cast -Crete USA Inc:.
NOTICE OF ACCEPTANM EVIDENCE SUMUTTED
10. NEW EVIDENCE SUBMITTED
A. DRAWINGS
I. None.
B, TESTS
1. None.
C. CALCULATIONS
1, Neme,
1). QUALITY ASSURANCE
1. By Miarni-Dade County Delmr[ment of Regulatory and Economic Resources (RE-R),
E. MATERIAL CERTIFICATION
1. None,
F. OTHER
1, Letterftom Cast -Crete USA, Inc, dated.4ugust 08, 2017, signed and seoled by Craig
Parrino, RE, certifying compliance with the Morida Building Code, 20,17 Edition.
eluny A. Makar, P.E., M.S.
product Control Section Supervisor
NOA No. 17-0821.19
Expiration Date: 05/21/2022
Approval Date: 09/28/20f7
E - 6
AMT-4ocre HIGH STRENGTH PRECAST AND
PRESTRESSED CONCRETE LINTELS
FRODUCTRUIT"'VED
07ar..W:
7j Jps
WRWS L)_ U L+Pi1 L D
LTILAI-TABU
7
IX
8" PRECAST tJL=LuiNTFL aA !A_1_ A BU
IM MWAW WW"c-N 4 pRou=q foR Paa=' , AFFWYAL U 'A
pp'o-'rx FP toy CAPtZWT 1,kws Ami CAWV F. xvpamrza - =TOUTED
YnMT m P,90R )MTTt W2Mw 0' CAST—WITUlk, M-
WIN
A Q___L!hmLBROMP"
a MUNTEC warp r"OA Gr.
Uk,Ww ",
Lmo— - 4, AN ml
wxw,
AV MM Ci
PO
J.
UEV
Mm FR6TR= Far-C - 0-70 PA'c3Pi£DACE
4, 5IOM9 9T ICTIA, 1`?ISTR SE6 10 a., twun On FANDM9 FOX-M
viv- - IS par1 MUMMUMD
EO
c
CAA10, FARRINO j
8224 08 M
4750
CAST-CRETE 8" LINTE''_ 'FABRICATION DETAiLS
a -rho, ps. - 8M M 447," SCktEs
Uum. _Iwamya pm —MR, Em _11,
11.110
I
SAFE LATMI LOADS FOR
jr FRSCAST & PAFSTR , ESSED U-1147ELS
S FF LOAD
PLF
IYPEI! SUB F8 RCMU
3'-6' 42' ' PRI-A9T 1025 1024 1598
4'-0- (48" PRECAST 765 763 1309
4"-S- (541 PRMAST 592 591 1073
W9 41, 411 746
339 616
65' (70') PRECk5r__ _.07 721 y 490 4
a6 7'-V (90-) PRPAST 424 53 a63 9'-
4- (1121 PRECAS-,' 5261 51_2 2,50 Id-CC12V)
PR,-M-T 284 401 i8C W4 TIMAST
250 452 154 PT 244-
402 161 131-4" (
l 53') PRECAST 217 .324 110, 2.05
1 293 1 l OD 14'-3"
1176') PRESTREM 14,R. 2.Vl 91 15 - 184
TRESSIED 259 83 1 -4'(
203'1 PIVS-IRESMD' Ni 194 64 R, 1
148 ;2 NR_ 112,
5 I 42 22'-O-,
254 } PT RMIRMED PW3ETREMK-
R, 91 1 33 sAFF UPLIFT
LOAD$ FOR O"PRECAST & PREsTRESsED ULNT L-S SAFE PFR!:
M-AqFOOT LENGTH —1=,_
S-0 (
4n FPECAST 14s' (54)
PHOAS" V-9 (647
RKMW 6'-S' (78)
PRECAST 7,-6, (90")
PRECAST PHCAsTl 10'-6- (
M)
PREQkST 11'-4" C
36 -PWAV 44?r) PRF,,
A5,f PRESTREM PRESTRESSED 17'
4(
2108-)
256) MIMR-'590)
22'-0' (2w).
PPOTRESSEL, PRMMSSED M atl
UhNIKAL
OWL NU, M VA 'AftU a Ut ',Y MONS FOR GRADF40WR, iN PRENTHMSXEPMOMRE= F,LD ADDED,
REBAR, SU WDEML P107, NO. 4 ON SIEE' 3 <Y I QMD;-C- ?.LNSWED
WED th M Flie'
ag 1 44i-g C.d, awn,, nL2 E'
Z I. A—z z '''-
ta:9%ira3' .'
r`,pni LmYivfru,,, e,S, Lsy,4 SE-1,2EN5jL.
401ES 3 OF 3 iKHE-Z AK PERCERT
MXIMS FOR WDE 40 EE OEML 90TE No, -,
IN W-M 3 OF 3, 7'.6 I CHAIGPPaHN0
Due °412,
679 Id z
6324
Ch
SEFFNITI
FL aWN NA
P- PZ L;
0. NO, 4475' F-l"RETE 8"
LINTEL FABRICATION DIVAIS A 5F i-- I.. lm
w_ I- M
SZIT 2 x 4
SAFE GRAVM LOADS FOR 8" PR4CAST,,w1 2" RF-GE$S DbORli-LINTFLS
UHc NUABERS N PAPONTHES,, ARE PERCEW REUJCT101S FOR GRADE 40
Fea /oo---o RFsAR. SEE awtkL NOTE NO4 t
SEE GENERAL NOTE 18 MALMIES
Ullto.,
12",
X'A5-1/2, ;on A. 4 It. t. f'
xkle"-0MP5 1 Vefr-A
Zj ! W —
A-0W-Ir rW.214 "t I, WoO pq
A KAgC109, —4H d — qWkd
SS2
op4=
Aiftho w U) UA&- .otd
In N
f h*qca
F1.11-Olq .1401A ASW
hilt zo 0' MDAW, Z C2 0 T)?, il.
tk." chcakccfk' -,I "..,I jr-
14T4 c. tad.
b—
A ., I,- ha
f4w MA b. :bm xme suia3r9I'm .4 ku 172 S.1, k,.d,
arc I-) -'Wa l. 6 used
ra r*,-d ,,ij- Per 0 !W oad At A 71-e iyu ZF32-I6
W, $472 9 547', Lsc to MZ-e
k1-4 1.6 s ,V j W&* Zmy ua mit) Zvi
Cole 16KI-I . 9we
Nx
3 . ni aBd.
A 0 0) Th, 4a4jW mq LIM
V- JVAa , -0 and 4--y
1— IuR, - F.1 ru
Wi-
Aso vd&d febar
to Cc kco ed 4 zho w6m .1 1/2- CLR Typ SAFr- UPLIFT LOADS FOR 8"
PREGASTVT1 2- RECESS DOOR U-UNTIELS 1) -ME hJMM-, h FARWHESIS
APE MCEHr FOR MFA 4o ff:L,D ADUED RMkR
SEE GDLER4 NOTE ND, 4 SEE SVE tad=F.f1
L F I TA9M FOR 1W
RAING
ff32-
BF2B "" 0) FOR F04 FENFORCE9 CW1URC3) W
FULL CMn-E
PRODUCT RlFN'EWEv 6,
44 j5 o of OR60 E-
L, FF -
TUVD
WMI MOO / V -
UW.Ln
REW
k7 F R , Wisp BF1 6-
1 B/
IJ vl"AT
I w t, 7 M4
AnK PbD r ' CHAWAR00
WA M
ST9 SEFFWPR,
FL
M84 IR,
PZL1G- NO 44-
M 4 CAST-
CRETE 8LINTEI FCATiON DETAILS MZV-
14 L_M M, CPA 7MWA, FL - RO,
14a, 47-16
A
Elp
SAfGD
cli
z
U5
Q
M
Dz00
C)
n
Buildirig Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE". City of Sanford,
Seminole County, Florida,
Front 25'
Rear 20'
Side 7.5'
Side Street = 25'
c, -uvi cquirnant
LB —License LEGEND: ADUSSD—Access/Drainoge/Utilities/Sidewalkdusiness
BFP —Backflow Preventer Sight Distance Easement
Survey
S1
PRM —Permanent Ref. Monument
R Reported PCP _Pe rmonent Control Point
D —Description FP&L —Florida Power & Light
P —Plat FFE —Finish Floor Elevation
Q.B. — Deed Book 9 —Water Meter
0. R. —Official Records Book M —Water Valve
P.B. —Plat Book Cr—Fire Hydrant
Pg.—Page RCM —Reclaimed Water Meter
Elev. —Elevation RCD,4—Reclaimed Water Valve
Conc. —Concrete la —Cable Box
BP —Brick Paver CO —Telephone Box
SW —Sidewalk Electric Box
FFE —Finished Floor Elevation Qi —Utility Pole
CI —Curb Inlet Guy Pole
GTI —Grate Top Inlet tight Pole
P.U.E.—Public Utility Easement E —Guy Anchor
RCP —Reinforced Conc. Pipe OU— —Overhead Utilities
PVC —Polyvinyl Chloride 0—Storm Sewer Manhole
NCS —No Corner Set (Falls in Water) D—Sanitary Sewer Manhole
SF —Square Feet EHHo —Electric Handhole
D.U.E. —Drainage/Utility Easement COO —Clean Out
FMGD —MAG NAIL & DISK CV>1—Irrigation Control Valve
P.K. —Parker Kolon Nail Sign
SIR —Set 1/2" Iron Rod LB7768 WIXI—Gate Water Valve
SPKD—Set P.K. & Disk LB7768 R—Gas MeterFIR —Found 1/2" Iron Rod LB7768 1" —Existing Grade
FIP —Found 1/2" Iron Pipe LB7768 CI —Blow —off Valve
FPKD—Found P.K. Nail & Disk L87768 ——Drainage Flow Direction
FCM —Found 4"x4" Concrete Proposed Design Grade
Monument PRM L87778
So3Note: me items in above leaeffimay
1 —As—Built/Existing Grad5notbeappicable
LOT 168
PB 81, PG 93)
LOT 167 LOT 166
N89 *4 0'5 1 T 61.000 SIR1
LOT 168
AREA =
6,576 S.F.
9.9
A/C PAD
oi
25.2
a) PATIO
7.8'
C
2 STORY
RESIDENCE
3887 SAt,,rMARSI-I K)
I_00P 0z:
Q)
V)
S LOT 169
FEE= 30.63 D
5.3' i 7*3
M
J
ORCHr
LL
0z
Z
CONC_,-' 20.7
WALK
15.9,
w CONCRETE
DRIVEWAYcp<
SIR
S89*40'51
CENTERJ
LINE
CONCRETE CURB
M
PCP
36.00
PCP S 89*40'51 " W 555 . 9W
SALTMARSH LOOP
50' RIGHT-OF-WAY
PRIVATE ROAD)
SURVEYOR'S NOTES:
1. Current title information on the subject property had
not been furnished to GeoPoint Surveying, Inc. at the time
of this survey, and is subject to title review and/or
abstract. GeoPoint Surveying, Inc. makes no
representations or guarantees pertaining to easements,
rights —of —way, set back lines, reservations, agreements,
and other similar matters.
2. This survey is limited to above ground visible
improvements, and that nothing below the ground was
located including, but not limited to foundations (footings),
utilities, etc.
3. Elevations shown hereon ore in feet and are referenced to
the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).
4. This Survey is subject to matters shown on the plot of
WYNDHAM PRESERVE*, City of Sanford Seminole County,
Florida.
5. Additions or Deletions to survey maps or reports by
other than the signing party or parties is prohibited
without the written consent of the signing party or
parties.
6. This survey is intended to be displayed at 1 20'.
7. All boundary line dimensions are field measured
unless otherwise noted.
CURVE DATA TABLE
FLOOD ZONE:
The property shown hereon is on the Federal
Emergency Management Agency's Flood Insurance
Rate Map Panel Number J2JZZQ-QJ§2J in
ESCRIPTION: LOT 168, according to the pl
of "WYNDHAM PRESERVE", as recorded i
Plat Book 81, Page 93 Public records of
Seminole County, Florida I
Last Date of Field Surva: 01 Z03/19 555 Winderley Place, Suite 109
This certifies that a survey of the hereon described property Maitland, FL 32751
was made under my supervision and meets the Standards of Phone: (321) 270-0440 A
Practice set forth by the Florida Board of Professional Fax: (813) 248-2266
Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768
code, pursuant to Section 472.027, Florida Statutes.
I itPU
Sim ve ing. Inc.
esA Leviner Drawn: RCA Checked: JDL P.C.: Data File:BrisisonEost-Plot
FLORIDA P 0 SSIONAL SURVEYOR & MAPPER No. LS6915
Date: 01 /04/19 JDwg: BriissonEast-Lot168 Order No.: -
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL l-=
RAISED SFAI OF A R ORIDA LICENSED SURVEYOR AND MAPPER I SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Sk: -
ENVIRONMENTS FOR
SITE ID: 394865 LOT: 168 BLOCK: HOUSE: 3887 STREET: SALTMARSH LP CITY: SANFORD STATE: FL ZIP: 32771 COUNTY: SEMINOLE
ACCOUNT*: 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNOHAM PRESERVE COMMUNITY. N/A PLAN: NDP 10111312017 PROGRAM: HERS1100% TESTER: EFL IECC:
2009 CLIMATE ZONE: PROPERTY OWNER: PROPERTY ADDRESS: 3887 SALTMARSH LP, SANFORD, FL 32771
TF:T: BLOWER DOOR RESULT: PASS T:iTER: Dave Raaalla DATE: 09/18t2019
Plurnbino IR Scan
Room Prossum Test
Mat Bdrm o Bdntt 2 oi Bdrm 3 0
Bdan 4 P 8di n 5 C1 11 1 Q
Rm 2 0 Rm 3 Other 0
CO Detectors
Enemy Star Qua[Wwd Appliances?
EficientU tin Packa ? X
80 or a Of Ha d L' is Must Ba CFL Or LED X
Law Flow Faucets, Toilets ate? X
Pro rammabta Thamtostat7 X
Cartftd Green Pmgtam Level Requires Visual inspection
chart E
tam lt m an rttttkcdtr N i 9Model x t d6
SYSTEM t WATER HEATER GARAGE All SMITH Egli 50 t 10
SYSTEM2 WATER. HEAT ER
SYSTEM 3 lAATER HEATER I
SYSTEM 4 WATER HEATER
SYSTEM 1 PURNAC<E
HVAC OUTDOOR
SYSTEM 1
UNIT
OUTSIDE CARRIER CH14NRV36
SYSTEM t HVAC INDOOR COIL
SYSTEM t
HVAC AHU (HEAT INTERIOR CARRIER F94CNP036
PUMP)
SYSTEM FURNACE
SYSTEM 2
HVAC OUTDOOR
UNIT
SYSTEM 2 HVkC INDOOR COIL
SYSTEM 2
HVAC AHU (HEAT -
PUMP)
SYSTHM3 FURNACE
SYSTEM I,
HVAC OUTDOOR
UNIT
SYSTEM 3 HVAC INDOOR COIL
SYSTEM .3
HVAC AHU HE i
RUMP?
SYSTEM 4 FURNACE
SYSTEM
HVAC OUTDOOR
UNIT
INDOOR
COILAC
41HVAC
AHU (MEAT
PUMPI
OUILDiNG SPECIFICATIONS
TEST: BLOWER DOOR RESULT: PASS TESTER: Dave Revolle DATE: 0111W019
BUILDING SPECIFICATIONS
7
MDESRiN VAILUIE6, Alt AIJIIT»VALUE
PROGRAMMABLE THERMOSTATS (PRIF) YES
WATER HEATER TYPE (PRIF) CONVENTIONAL
WATER HEATER FUEL TYPE (PRIF) ELECTRIC
WATER HEATER SIZE, EFFICIENCY & LOCATION
PRIF)
INFILTRATION (HOUSE LEG) ACH (REM) NA 6 ACH 50 Palcal$ tt ,45CI 6 4
FRESH AIR VENTILATION TYPE (PRIF) AIR CYCLER
VENT ILATION FAN MANUFACTURER (REM} NA NA
VENTILATION FAN MODEL # (REM} NA NA
VENTILATION FLOW REQUIRED (REM) NA NA
VENTILATION EQUIP RATED CFM (REM) NA NA
VENTILATION # OF FANS (REM) NA NA
VENTILATION TIMER SETTING EACH FAN (REM) NA NA
VENTILATION TIME - FRS0AY SPECIFIED (REM)— NA NA
VENTILATION TIME SET By HVAC CONTRACTOR
MINUTES PER HOUR (PRIF)
FRESH AIR VENTILATION FAN WATTS (REM) NA NA
MEASURED FAN WATTS (DR PER MANUFACTURERS
SPECS (PRIF)
INTERIOR % OF CFL'S (PRIF)
INTERIOR % OF LED S (PRIF)
INTERIOR 'A OF PIN -BASED (PRIF)
EXTERIOR FIXTURES D, OF DEL S (PRIF)
EXTERIOR FIXTURES A, OF LEUS (PRIF)
GARAGE FIXTURES % OF '—FL'S (PRIF)
GARAGE FIXTURES % OF LEDC (PRIF)
DISHWASHER (PRIF)
REFRIGERATOR (PRIF)
FOUNDATION TYPE (PRIF)
TYPE (PRIF]___ SLAB
SLAB AREA (PRIF)
SLAB DEPTH iPRIF)
SLAB FULL PERIMETER (PRIF)
SLAB GRADE (PRIF)
FLOW RING (PRIF)
HEATING (REM) NA NA
COOLING (REM) NA NA
AIR -SOURCE HP (REM) NA NA
vVATER HEATING (REM) NA NA
DUCT LEAKAGE TO OUTSIDE % TARGET
TOTAL DUCT LEAKAGE % TARGET
SYSTEM 1 SO FT. SERVED (CFA)
SYSTEM I DUCT LEAKAGE TO OUTSIDE
CFM25) TARGET
SYSTEM I TOTAL DUCT LEAKAGE
CFM25) TARGET
SYSTEM 2 SO FT. SERVED (CFA)
SYSTEM 2 DUCT LEAKAGE TO OUTSIDE
CFM25) TARGET
SYSTEM 2 TOTAL DUCT LEAKAGE
CFM25) TARGET
TEST_ DUCT BLASTER IESULTRESULT PASS TESTER: Gave
POST CONSTRUCTION
SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 1 40 SYSTEM I DUCT LEAKAGE TO OUTSIDE
CFM25) ACTUAL (% OF CFA) ACTUAL
SYSTEM I TOTAL DUCT LEAKAGE SYSTEM 1 TOTAL DUCT LEAKAGE (% OF
CFM25) ACTUAL F CFA)ACTUAL
SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TCOUTSIDE
CFM25) ACTUAL (% OF CFA) ACTUAL
SYSTEM 2 TOTAL DUCT LEAKAGE I ', ' ", I SYSTEM 2 TOTAL DUCT LEAKAGE (% OF
CFM25) ACTUAL CFA)ACTUAL
SYSTEM 3 SO FT. SERVED (CFA)
TEST: DUCT BLASTER RESULi': PASS TESTER: Darn Reralla DATE: 67f45f2Q19
SYSTEM 3 DUCT LEAKAGE TO OUTSIDE
CFM25) TARGET
SYSTEM 3 TOTAL DUCT LEAKAGE
CFM25) TARGET
SYSTEM 4 SO FT. SERVED (CFA)
SYSTEM 4 DUCT LEAKAGE TO OUTSIDE
CFM25) TARGET
SYSTEM 4 TOTAL DUCT LEAKAGE
CFM25)TARGET
BUILDING SPECIFICATIONS
SYSTEM 3 DUCT LEAKAGE TO OUTSIDE
CFM25) ACTUAL
SYSTEM 3 TOTAL DUCT LEAKAGE
CFM25)ACTUAL
SYSTEM 4 DUCT LEAKAGE TO OUTSIDE
CFM25)ACTUAL
SYSTEM 4 TOTAL DUCT LEAKAGE
CFM25)ACTUAL
SYSTEM 3 DUCT LEAKAGE TO OUTSIDE
OF CFA) ACTUAL
SYSTEM 3 TOTAL DUCT LEAKAGE (% OF
CFA)ACTUAL
SYSTEM 4 DUCT LEAKAGE TO OUTSIDE
OF CFA) ACTUAL.
SYSTEM 4 TOTAL DUCT LEAKAGE (% OF
CFA)ACTUAL
GtlFP1CT1a7S4
OVERE-0 SUPPLY IN FLEX AREA, MARKED LOCATION p •?&12Ct9
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name: WYNDHAM PRESERVE
e__ __ _ . __ __ . v ---
Builder Name: STARLIGHT HOMES
Street: 3887 Saitmarsh Lp Permit Office:
City, State, Zip: Sanford, FL 32771 Permit Number:
Design Location: 3887 Saltnzarsh Lp (Lot 168) Jurisdiction:
I
Cond. Floor Area: 2121 Cond. Volume: 18203
Envelope Leakage Test Results
Regression Data:
C: n: R:
Sin le or Multi Point Test Data
HOUSE PRESSURE FLOW:
j
1 50 Pa 1958 cfm
2 0 Pa 0 cfm
3 0 Pa 0 cfm
t ---- —
4 0 Pa 0 cfm
u 0 Pa -- 0 cfrn -
6 Pa cfrn
Leakage Characteristics
C FM (50): 1958
ELA: 108
EgLA: 255
ACH: 6.45
SLA: 05
ACH(50) " : 6.45
For prescriptive projects, tested leakage =trust be <-7
ACH(50). For performance projects, tested leakage
must be <= the ACH(50) shown on Form R405-2014
for this project.
R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1
and 2. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in
Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489. 1 05(3)(f), (g), or (i) or an approved third party. A written report of the
results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
3, interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage performance results
demonstrate compliance with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
Signature:
Printed Name:
Dave novelle
Date:
01 /16/2019
Digitally signed by pave Revel le
Date: 201901,1610:26:01 EST
CN=pave Revelle, O-TopBuild
Home Services, OU
E MAILADD R ESS=dave. revel le
@topbuild.com. C=US
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 n) or an approved third party. A
written report of the results of the test shall be signed
by the third party conducting the test and provided to
the code official.
BUILDING OFFICIAL:
N
than, ycu for a=low+ny OPBUid .e, cpportuli;ty to provide, the zwoke serv;ces for yo=:. Please to tree to co t act me with any Guest crs-
10!25,2017 394865EFP
for having successfully completed all requirements established by the
Residential Energy Services Network (RESNET) and as a
certiried Home Energy riarer
POE,"?
B ul" I d
Home Services-
RTIN # 4311088
Stephen P. Carr,
Registration # CIA Designee
jh,form wasgenerated from EFL ",oled Manager, property of TppBuOd Hume Services 04/
05/2019 Certification
Expires
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Wyndham Preserve Builder Name: Starlight Homes
Street: 3887 Saltmarsh Lp Permit Office:
City, State, Zip: Sanford, FL 32771 Permit Number
Design Location: jurisdiction:
Duct Test Time: Post Construction
Duct Leakaae Test Results
CFM25 Duct Leakage Test Values
Line System Outside Duct Leakage
1 System 1 40 cfm25(Out)
2 System 2 cfm25(Out)
3 System 3 cfm25(Ouh
4 System 4 cfm25(Out)
5 Total House Duct Sum lines 1-4 40SystemLeakage
Divide by 2121
I 11al C-d,!,-m! Floor Area;
M189 (Qn,Out)
I hereby certify that the above duct testing performance
results demonstrate compliance with the Florida Energy
Code requirements in accordance with Section R403.2.2.
Dig to-iy s,gn,,d ay D'a- Revfle
Date 2019,0 1 16 10 25 TEST
CN=Da- R-,,Ne 0_TzPB,Ao
Rater Of Record: S.""c"s OU
I -A 7—,7—,,7,.,
Printed Name: Dave ReAf@b" "" "'s
RESNET*: 4311088
Date: 01/16/2019
Duct tightness shall be verified by testing to
Section 803 of the RESNET Standards by an
energy rater certified in accordance with
Section 553.99, Florida Statutes.
111ESI-
0
WE
Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions,
3948(35EPL
UPS Internet Shipping: View/Print Label
1. Ensure there are no other shipping or tracking labels attached to your package. Select the Print button on the
print dialog box that appears. Note: If your browser does not support this function select Print from the File menu to
print the label.
2. Fold the printed label at the solid line below. Place the label in a UPS Shipping Pouch. If you do not have a pouch,
affix the folded label using clear plastic shipping tape over the entire label.
3. GETTING YOUR SHIPMENT TO UPS
Customers with a Daily Pickup
Your driver will pickup your shipment(s) as usual.
Customers without a Daily Pickup
Take your package to any location of The UPS Storey, UPS Access Point(TM) location, UPS Drop Box, UPS
Customer Center, Staples@ or Authorized Shipping Cutlet near you. Items sent via UPS Return Services(SM)
including via Ground) are also accepted at Drop Boxes. To find the location nearest you, please visit the 'Find
Locations' Quick link at ups.com.
Schedule a same day or future day Pickup to have a UPS driver pickup all of your Internet Shipping packages.
Hand the package to any UPS driver in your area.
UPS Access Point? 1,1, UPS Access Pomtr' UPS Access Point"
BUENO PHARMACY SMART GUYS COMPUTERS THE UPS STORE
2921 S ORLANDO DR 1265 UPSALA RD 915 DOYLE RD
SANFORD FL 32773 SANFORD FL 32771 DELTONA FL 32725
KRIEWIM
El
CITY OF SANFC
BUILDING & FIRE PREVENT
PERMIT APPLICAT
Application No:
Documented Construction Value: S
Historic District: Yes 0 No 3' Job Address.
Parcel ID: Residential B Commercial
Type of Work; NeivEl Addition El Alteration El Repair 0 Demo El Change of Use El Move 0
Description of Work:
Plan Review Contact Person: v-)' 4 ") I '' Title:
ME
IMMEEMMM
NIMMI
Property Owner Information
Resident of property? :
Contractor Information
Name tiff A_ b Phone:
Street, Fax:
CRY, state Zip: State License No.:
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender.
Address:
M
N
12,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN'T MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST E
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE c
COMMENCEMENT,
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation 11
commenced prior to the issuance of a permit and that all work will be perforined to meet standards of all laws regulating constructs;
in this jurisdiction. I understand that a separate per it must be secured for electrical work, plumbing, signs, wells, poo
furances, boilers, heaters, tanks, and air conditioners, etc.
FC 105.3 Shall be inscribed with the date of application and the code in effect as of that datc 511 Edition (2014) Florida Building Code
Revi,std, June 302015 Penrat Application
NNOTLCE: In addition to the requirements of this perrinit, there may be additional restrictions applicable to this property that may
found in the public records of this county, and there may be additional permits required from other* governmental entities such as wal
management districts, state agencies, or federal agencies,
Acceptance of pen -nit 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 requit
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of surunin
The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued,
accordance with local ordinance, Should calculated charges figured off the executed contract exceed the actilal construction vale
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
be done in compliance with all applicable laws regulating construction and zoning.
S7411-11-a-tare of 0vner,'Agerit Date signature
o"Notary-State of Florida Date Owner/
Agent is __ Personally Known to Me or Produced
ID __ Type of` ID Signature
of Contractor/Agent Date V
Print
Contmetor/Agent's Nasle ignattik-
of Notary State of Florida Date M . .....
PAT SUSI 0FF
12090 5
201 RESAuLust -XpinI I
C61it'
ersonally, Known to Me or produced
lD_______ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: BuildingE] Electrical Ll Mechanical [] Plumbingo Gas El Roof El Construction
Type:___,__- Occupancy Use: Flood Zone: - Total
Sq Ft of Bldg: __,--- Min. Occupancy Load: of Stories: - New
Construction: Electric - # of Amps -- Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes E] NoE] 4 of Heads APPROVALS:
ZONING- UTILITIES: ENGINEERING: - ____
FIRE, - Fire
Alarin Permit: Yes E] No E-] WASTE
WATER: Revised-
June 30, 2015 Permit Application
f
ka
Aq p )mow:
6 1
Vk kn pp ta
i EE I '111PI" ign 7 OF IFIR'. ma"Af L.
RsposW MY 71 A 135214
Preparedf-'cw
I we Mao ZI WZ4
Sb Moto
lamina to be mad4,,-as 40% Mph ki W To;', Owit' 30"'c', NET 10 Mays
13 4, on, 4 w '0 j Vol u om wal 0 w T'"p to X_ml Z ,_on d wm= a"y Mao w =Wwon
Wor, Sam Up
Showur TV rA Ana 1 QW4 RWQ TO r V On w us V14 A Q A N On,
Toi et
Lav 0, wKY W vkmn Wow 6410, ON= not,
SaM Up
ToPel
Lev 8y
4
P'otvdo, Bath,
Toflel Mw=M 0 Q_ W WN FUUMJ
Uv C
Faucet
V"Th
s"e R3 It" a
EWUNION51
0
C.1TY OF
Building & Fire Prevention Division
0 RMITAPPLICARONSANFORDPE
Application ND®
Documented Construction Value: $
45,000
Job Address: 3887 Saltmarsh Loop Historic District: YeSDNoz
7 Residential
r-'71
Commercial
Parcel, 411-20-31-502-0000-1680 Yj
Type of Work: Newt AdditiourE-
1
j Alteration[] Repaii-E] Demo[] Change of Usel] moverLj
Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim
Brandon Gibbs Titl,:Director
Plan Review Contact Pet -son: Brandon
Phone: 407-630-0119 Fax: Email:
Property Owner Information
Starlight Homes FL LLC- Phone: 407-708-0163
Name Starlight
Street: 1064 Greenwood Blvd., Ste 124 Reside -tit of property? :
No
City, State Zip: Lake Mary, FL 32746
Contractor Information
Name Brandon Gibbs Phone: 407-630-0119
Street: 146 West Plant Street, Ste. 240 Lkm
City, State Zip: Winter Garden, FL 34787 - State License No.:
Architect/Engineer Information
Street:
City, St, Zip:
Bouding Company:
n/a
Address:
PIlo"e:'--
Fax:
E-inail:
Mortgage Lender: n/a
Address:
EC13008106
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 TDE 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, P001s,
furnaces, boilers, heaters, tanks, and air conditioners, ete.
FBC 105.3 Shall be inscribed will, the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code
Revised: January 1, 2018
Permit Application
0
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be, s county, and there may be additional permits required from other governmental entities such as waterfoundinthepublicrecordsofthis
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, ES 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current JCC Valuation Table in effect at the titne the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit wilt be applied to your permit fees when the permit is issued.
0"ER'S AFFIDANI-IT: 1, certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construct -ion and zoning.
Tg—,, a-m r e of ler/ goat
Date Sig nature of Contractor/Agent 0
Co
Print
Contractor/Agent's Name Signature
of'r4oivary State f I id, owner/
Agent is Personally Known to Me of Contractor/Agent is _X Personally Known to Me or Produced
ID Type of ID Produced ID --- Type of H) BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building[] Electricalo Mechanical Ptwribingll Gas[] Roof Construction
Type: occupancy Use: —Flood Zone: Total
Sq Ft of Bldg:_ Min. Occupancy Load: _- # of Stories -.— New
Construction: Electric - # of Amps— plulubing - # of Fixtures — Fire
Sprinkler Permit: Yes [] No El #oflleads____— Fire Afar raPermit: Yes El NoEl APPROVALS: ZONING:
l-JTft.ITlES: ----WASTE WATER: ENGINEERING: FIRE:
BUII,DING:---- COMMENTS: Permit
Application
Revised: Tromary
1, 2018
13
CITY OF
4ANFORD
I i
Building & Fire Prevention Division
PETMITAPPLICATION
Application NO:
Documented Construction Value: $
45,000
Job Address: 3887 Saltmarsh Loop Historic District: YesIlNoz
Parcel ID: 17-20-31-502-0000-1680 Residential Commercial
Type of Work: Newt Addition[] Alteration[] Repair[] Demo [I Change of Use[] Move
Description of Work: Electrical wiring, 150 amps, underground slab, rough and trim
Plan Review Contact Person. Brandon Gibbs Title: Director
P1lone•407-630-0119 Fax: Email. brandon.gibbs@reedcm-com
Property owner Information
Starlight Homes FL LLC. Phone:
407-708-0163
No
street: 1064 Greenwood Blvd., Ste 124 Resident of property? : Name
Brandon Gibbs 4W1M9ffl0MzM=
Phone.
407-630-01 Street:
146 West Plant Street, Ste. 240 Fax: Winter
Garden, FL 34787 State License No.: EC13008106 City,
State Zip: ArchitectlEngineer
Information Street:
City,
St, Zip: Bonding
Company: n/
a Address: -
Phone:
Fax:
E-
mail: Mortgage
Lender: n/a Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN 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 perruit 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 inthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces,
boilers, beaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as Of that date- 6"' Edition (2017) Florida Building Code Permit
Application Revised:
January 1, 2018
U
NN Q'1JQJ:: 11, addition to the requirements of this ficitilit, there may be additional restrictions applicable to this property that may bescounty, and there may be additional permits required from other governmental entities such as waterfoundinthepublicrecordsofthi
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.
Tine City of Sanford requires payment Of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredit, order to calculate, a plan review charge and will be considered tile estimated construction value of the job at the Litire of submittal. The actual construction value will be figured based on the entreat JCC Valuation Table in effect at the time tile perunt is issued, in
I d off the executed contract exceed the actual construction value, accordance with local ordinance. Should calculated charges f gure
credit will be applied to your permit fees when the pri-luit is issued.
QWNFR'SI)XVIT: I certify that all of the foregoing iliformation is accurate and that all work will AF Fl be done
in compliance -44th all applicable laws regulating coustruction and zoning. Signature of
ON-Yner/Agent LIM signature ofNotary-
State ofFt.rid. Date Owner/Agent is ----
Personally Knovm to Me or Produced ID Type
of TD lite Signature of
Contractor/Agent i(U_.rl
a -0 n point Contractor/Agent'
s Nance sPpoanue ofNot y
S ofFlonda ate Contractor/Agent is -
9 Personally Known to MC Or Produced ID ---- Type
Of ID B E L
0 W I S F 0 RK 00 FF F I C _TE USA 00NN L Y Permits Required: BuildingEl
Electrical[] Mechanical[] Plunibing] Gas[] RoofEl Construction Type: Occupancy Use: Flood
Zone: Total Sq Ft of Bldg:
Min. occupancy Load: # of Stories, New Construction: Electric - # of Amps—
Plumbing - # of Fixtures FireSprinkler Permit: YesE] No [I #
of Heads Fire Alarm Permit: YesE] No APPROVALS: ZONING:--,—,— ENGINEF G: HRBUILDING::
BUILDING: U
UN COMMENTS: PeronaApplication
Revised: January
1,
2018
401 - / 0 '!>,2)
X
ui
V)
caZ MOw0:3
DIMF,NSION NOTE:
Proposed building dimensions
shown hereon are of the exterior,
Duilding Setbacks
Setbacks: Per construction plans for
WYNDHAM PRESERVE", City of Sanford,
Seminole County, Florida.
Front = 25'
Reor 20'
Side 7.5'
Side Street = 25'
SPECIFIC PURPOSE SURVEY
FORMBOARD)
WYNDHAM PRESERVE
LOT 168
PB 81, PG 93)
N89-40
25.2
141
I
LOT 167
1 "E 61.00'
LOT 168
AREA =
61576 S.F.
0i (Jr
2STORY
RESIDENCE
3887 SALTNIARSH
LOOP n
cnIt
FORMBOARD
FEE= 30.63
7.3
n
I
am
J6. 00'
S8 9*i ow40'5
Ld
cr)
0 -M
C/ 2' FCONC CURB/
0
CENTER
36600'
LINE \-Pop S 89*40'51 IN
SAUMARSH LOOP
50' RIGHT-OF-WAY
PRIVATE ROAD)
ASPHALT PAVEMENT
BUILDYNG LAYOUT NOTE:
Contractor and owner are to verify all
setbacks, building dimensions, and layout
shown hereon prior to any construction, and
immediately advise GeoPoint Surveying, Inc. of
any deviation from information shown hereon.
Failure to do so will be at user's sole risk.J
n, -
AD U SS D -Access/Droi nag e/Utilitie s/Sidewo IkLB '3'"
c
LF-GFND. Licensed1edu,,n..
SFP -Backflow Preventer Sight Distance Easement
S - Survey PRM erm. ent Ref. Monument
Reported POP -Permanent Control PointD1 -Description FP&L -Florida Power & Light
P -Plot FFE -Finish Floor Elevation
D.B.-DeedB -Deed Book U3 -Water Motor
O.R -Official Records Book X _water Valve
P.B.-Plat Book Q`-Fire Hydrant
P9 Page RCM -Reclaimed water meter
Elev. -Elevation RC>4-RecIaimed Water Valve
Conc.-Concrete E-Cable Box
BP -Brick Paver M-Telephone Box
SW -Sidewalk E-Electric Box
FRE-Finished Floor Elevation O-Utility Pole
CI -Curb Inlet O-Guy Pole
GT:-Grote Top inlet g-Light Pole
P.U.E.-Public Utility Easement 4---Guy Anchor
RCP -Reinforced Cone. Pipe OU--Overhood Utilities
PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole
INCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole
SF -Square Feet EHHo -Electric Handhole
D.U.E.-Droinoge/Utility Easement COO -Clean Out
FMGD -MAG NAIL & DISK ICVT><-Irrigation Control Valve
P.K. -Parker Kolon Nail k -Sign
SIR -Set 1/2' Iron Rod 07768 Wt><-cote Water Valve
SPKD -Set P.R. & Disk LB7768 Cos Meter
FIR -Found 1/2" Iron Rod L67768 11F-Existing Grade
FIP-Found 1/2" Iron Pipe LB7768 a -Blow-off Valve
FPKD -Found P.K. Nall & Disk LB7768 Droinage Flow Direction
FCM -Found 4"x4" Concrete 10.0-Proposed Design Grade
Monument PRM L87778 _W;A.-Built istinA, GradNote: Some items in above Is notnov tx an his l
LOT 169
PCP
555,98, J7
CURVE DATA TABLE
NO. RADIUS DELTA ARC CHORD BEARING
C1 25=' 090'00'00" 39.27' 35-36' N 4,5*19'09" W
C2 50=' 090'00'00" 78.54' 70,71' S 45*19'09" E
SURVEYOR'S NOTFS:
1. Current title information on the subject property had not
been famished to GeoPoint Surveying, Inc. at the time of this
plot plan.
2. Roads, walks, and other similar items shown hereon were
token from engineering plans and are subject to survey,
3. Elevations shown hereon are in feet and are referenced to
the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).
4. Proposed grades & finished floor elevations shown hereon
are from the construction plan for 'WYNDHAM PRESERVE'.
City of Sanford Seminole County, Florida,
L This Specific Purpose Survey is for the location and
elevation of the formboards only (THIS IS NOT A BOUNDARY
SURVEY)
FLOOD ZONE:
The property shown hereon is on the Federal
Emergency Management Agency's Flood Insurance
Rate Map Panel Number J2,127Q-_97Q_H in Flood
Zone "X"
DESCRIPTION: LOT 168, according to the plat
of "V\1YNDHAM PRESERVE", as recorded in
Plat Book 81, Page 93 Public records of
Seminole County, Florida
This certifies that a survey of the hereon described property 555 Winderloy Place, Suite 109wasmadeundermysupervisionandmeetstheStandardsofMaitland, FL 32751
Practice set forth by the kkYrWd18Nv0 of Professional Phone(321) 270-0440
Mappers in qbQ Jygi,;d;o Administrative Fax: (813) 248-2266Surveyors & MC
0 Statute$, Licensed Business No. LB 7768code, pursuant to sbq 0
e oioP
0 (U- -
veying, Inc- Sui
a es D. <)
R- town: RCA Checked: JDL P.C.: Data Fjle.Bdssonizmt! FL IDA PROFESSIONAL 1) 436915 :BrissonEmt Plot
Date: 07 1 18 Dae, w g IsssaEsst-Lot 168 Order No.: NOT VALID WITHOUT &6f E ORIGINAL Date:07/16/18 Dwg:&iss*nEcd Lst,68 Order No,
MAPPERSEC, 17 TWN 20 S. - RNG 31 E. Field Bk: SEC. 17 TWN 20 S RNG 31 E. Field Bk,
n
it
CITY OF
Sk 4FORD
fliif,
Building & Fire Prevention Division
PERMIT APPLICA TION
Application No:
Documented Construction Value: $ 5,240.00
Job Address: 3887 Saltmarsh Loop, Sanford, FL 32773 Historic District: Yes[] No El
Parcel ID: 17-20-31-502-0000-1680 — Residentialz Commercial[]
Type of Work: New[i Additiono AfterationD Repair[] DemoE] Change of UseE] MoVeE
Description of Work: Install new AC with duct work and venting
Plan Review Contact Person: Derri Gantt
Phone: 407-886-3729 ext 163 Fax:
Title:
lire Construction Coordinator
Email: dgantt@energyair.com
Property Owner Information
Name Starlight Homes - AWH phone:
Street: 1064 Greenwood Blvd, Ste 124 Resident of property?
City, State Zip: Lake Mary, FL 32746
Contractor Information
Name Energy Air Inc. Phone: 407-886-3729
Street: 5401 Energy Air Ct Fax: 407-781-1643
City, State Zip: Orlando, FL 32810 State License No.: CAC 1816317
Architect/Engineer Information
Name: Phone:
Street: Fax: —
City, St, zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address: -
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCENMENT MAY RESULT IN YOUR
PAVING 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 NOT ICE. 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: 01 Edition (2017) Elorida Building Code
Revisqcd: January 1, 2018 Puma Application
13
im
NQTJC:: In addition to the requimments of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and them-, 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 tire requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the nine 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 iSSUct1,
OWNER'S AFFIDAVIT: I certify that all of the foregoing information ks accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Signatitre ofOwncr/Agura Date
Print Owner/Agont's Name
Signature of Notary -State of Florida Date
Owner/Agent is — Personally Known to Me or
Produced ID — Type of ID
D I I a,
Signature ofContractor/Agaal Date
PrintlContractor/Agent's Narrtc ofNotary-
Siate of Florida H
Fs ``,
Personally Known to Me or Produced
ID __ Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building[] Electrical[] Mechanical[] PlumbingEl Gas[:] Roof [:] Construction
Type: Occupancy Use: 14TEREZM Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes[:] No 0 of Ileads APPROVALS:
ZONING: — UTILITIES: ENGINEERING:
FIRE: Fire
Alarm Permit: Yes [J No [:] WASTE
WATER: Revised:
January 1, 20 18
El
13
Job #: 34693 Date, 1/26/2018
145985 Subdivis ton Phase Phase
BILL TO: Stark q. Lot / Sub: W ndha reservemP
ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 3887 Saltmarsh Lee
CITY/STATE/ZIP: lake Ma 32746 ZipCityState / ZipState _ /:# stSanford
M I/ 1odel/Bid 2121 S1S
Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-41 Oa
Job Contact: S—woolwine A/H- 1 or Furnace F_B4CNP036L00 A/H-2 or Furnace
Job Phone: 4077301311 Heater or Coil CE2401COS Heater or Coil
Date Requested: CU-1 CU-2
Date Required: T'Stat: TH6220D1002 T'Stat:
Filter Base N/A Filter Base
Permit Information: AHU Location 2nd A Int Closet AHU Location
Efficient 114.00 SEER / &2 N-S—PF Efficienty__
MUST BE ACCURATE AND COMPLETE: A/H-3 or Furnace A/H-4 or Furnace
Heater or Coil Heater or Coil
Bldg. Permit# CU-3 CU-4
Township: Sanford T'Stat: T'Stat: T'Stat:
Filter Base Filter Base
AHU Location AHU Location
Incl. on Builders Permit: No Efficient Efficient
EAI Pulls Permit: Yes Zoning Zoning Brand: Honeywell/Johnstone Vent. Damper Y8 I 50AI01 7
Builder calls inspection: es, Zone Kit #1 ZD1
EAI calls inspection: No Zone Kit #2 ZD2
Thermostats ZD3
Ventilation Cost: 408.28 Transformer ZD4
Surge Protector ZD5
Bypass Damper #1 ZD6
Bypass Dam er #2 ZD7
PO Numbers Qty Yes No Qty.
Grs.Stamped Sti, 17 X Flue Pipe:
Grs.Stamped Returns 8 X Filter Base
Grs.White S/A Adj. X Mery 8 Filter
Grs, R/A White Alum I X Elect. Air Cl.
Kit. Hood Duct: X Cone. Slab:
Kit. Down Draft Duct: X Heat Recovery:
fan 80 cfm BFQ80 3 X Fresh Air: 1
fan lite BFQF70 X
Bath Exh. Duct: X
DDier Vent:— 1 X
mments:
Accountino Devartment: Job #
Estimated Estimated Invoice Due Date:
Task - Description Hours Cost
03-Fabrication Labor 1.98 4 95 Rau hin
04-Installation Labor 30,75 461.18
06-Piping Labor 715 123.25 Tr7t—m--
14-Kitchen Vent Trim
02-Material/Tax 1,293,27
0 1 -Equipment/Tax 11,482,48 Permit
09-Permit/Other 110.00
011 -Delivery Labor 1.45 18.22
20-Pull Material Labor 2.89 36A3 Total Contract:
I 2-Startup Labor 2.50 42.50
1
Yes No
X
X
0
UM
a
Revision 0 City of for
Response to Comments El "I"', Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
is
Permit Submittal Date
Project Address: . ... ... X
A
Contact: f
Ph: t Fax:
a.
Email: A
Trades encompassed in revision:
El Plumbing
El Electrical
Mechanical
El Life Safety
0 Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
El Utilities
El Waste Water
El Planning
0 Engineering
0 Fire Prevention
El Building
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Perforr-nance Method
Project Name: Lot 168 - 2121 UL Builder Name: Starlight Homes
Street: 3887 Saltmarsh Loop Permit Office. Seminole County SAW I
City, State, Zip: Sanford , FL , 32773 Permit Number:
Owner: Jurisdiction: C>
Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1
1. New construction or existing New (From Plans) 9. Wall Types (2379.3 soft.) Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior R=13,0 1236.00 ft'
b. Concrete Block - Int Insul, Exterior R=4.1 912,33 Itz
3, Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231,00 ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10. Ceiling Types (1264.0 soft,) Insulation Area
5, Is this a worst case? No a. Under Attic (Vented) R=30.0 1264.00 ft'
6. Conditioned floor area above grade (ft') 2121 b. N/A R= f12
Conditioned floor area below grade (ft') 0
c, NIA R= ft2
11. Ducts R ft'
7. VVindows(191,4 soft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424.2
a. U-Factor: Del, U=034 150,42 ft'
SHGC: SHGC=O.26
12. Cooling systems kBtu/hr Efficiencyb, U-Factor: Dbl, U=0,58 41 00 ft'
SHGC: SHGC=O.25
a. Central Unit 36.0 SEER:14,00
c. U-Factor: N/A ft2
SHGC: 13, Heating systems kBtu/hr Efficiency
d, U-Factor: N/A ft, a, Electric Heat Pump 36.0 HSPF:8.20
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.258 14, Hot water systems
a. Electric Cap: 50 gallons
8, Floor Types (1264.0 soft.) Insulation Area EF: 0,950
a. Slab -On -Grade Edge Insulation R=0.0 853.00 ft' b. Conservation features
b. Floor over Garage R=1 9,0 411,00 ft' None
c. N/A R= ft, 15, Credits Pstat
Glass/Floor Area: 0.090
Total Proposed Modified Loads,- 61.27 PASS
Total Baseline Loads: 6199
I hereby certify that the plans and specifications covered by Review of the plans and
this calculation are in compliance with the Florida Energy specifications covered by this
t,
Code, calculation indicates compliance
with the Florida Energy Code. "v.
PREPAREDY Before construction is completed
F
DATE: this building will be inspected for
compliance with Section 553,908
I hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. OD wv
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -seated 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 (R402A.1,2).
Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house.
k 6' fla0000
1/22/2018 8:55 AM EnergyGauge@ USA - RaRes2017 Section R405.4.1 Co pliant Software Page 1 of 5
FORM R405-2017 -
PROJECT
Title: Lot 168 - 2121 UL Bedrooms: 4 Address Type: Lot Information
Building Type, User Conditioned Area: 2121 Lot # 168
Owner Name: Total Stories: 2 Block/Subdivision: Wyndham
of Units: 1 Worst Case: No PlatBook:
Builder Name: Starlight Homes Rotate Angle: 0 Street: 3887 Saltmarsh Loop
Permit Office: Seminole County Cross Ventilation: No county: Seminole
Jurisdiction: Whole House Fan: No City, State, Zip: Sanford ,
Family Type: Single-family FL , 32773
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site 97,5 % 2.5 % Winter Summer Degree Days Moisture Range
FL, Sanford FL—ORL.ANDO—SANFOR 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 2121 18203.7
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated
1 Floor 1 853 7932,9 Yes 5 0 1 Yes Yes Yes
2 Floor 2 1266 10270,8 No 0 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter Perimeter R-Value Area Joist R-Vaftre Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Floor 1 97.8 ft 0 853 ft' 0 0 1
2 Floor over Garage Floor 2 ---- ---- 411 ft' 19 0 0 1
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
Type Materials Area Area Color Absor, Tested Tested InsuL deg)
1 Hip Composition shingles 1414 ft' 0 ft, Medium 0.6 N 0.5 No 0 2&6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1264 ft' N N
1/22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 Section R405A.'l Compliant Software Page 2 of 5
FORM R405-2017
CEILING
Ceiling Type Space R-Value Ins Type Area Fran ing Frac Truss Type
I Under Attic (Vented) Floor 2 30 Blown 1264 ft2 0.1 Wood
WALLS
Adjacent cavity Width Height Sheathing Framing Solar Below
Space RValu e--.-- F t__J n- F_t__In_ Are a----R=V-al u e--Eractioa--Abso c--Grad e%-, 1
E Exterior Frame - Wood Floor 2 13 49 3 8 0 394.0 ft2 0 0,25 0.6 0 2
E Exterior Concrete Block - Int Insul Floor 1 4,1 33 3 9 4 310.3 ft, 0 0 0.6 0 3
S Exterior Frame - Wood Floor 2 13 28 0 8 0 224.0 ft' 0 0.25 0.6 0 4
S Exterior Concrete Block - Int Insul Floor 1 4,1 7 9 9 4 72.3 ft' 0 0 0.6 0 5
W Exterior Frame - Wood Floor 2 13 49 3 a 0 394.0 W 0 0.25 0,6 0 6
VV Exterior Concrete Block - Int Insul Floor 1 41 28 9 9 4 268.3 fill 0 a 0,6 0 7
N Exterior Frame - Wood Floor 2 13 28 0 8 0 224,0 ft' 0 0.25 0.6 0 8
N Exterior Concrete Block - Int Insul Floor 1 41 28 0 9 4 261,3 ft' 0 0 0.6 0 9
S Garage Frame - Wood Floor 1 13 24 9 9 4 231.0 W 0 0.25 0.01 0 DOORS
Ornt
Door Type Space Storms U-Value Width Height --;"ra Ft
In Ft In 1
S Wood Floor 1 None 39 3 6 8 20 It' 2
S Wood Floor 1 None 39 2 8 6 8 17.8 ft' WINDOWS
Orientation
shown is the entered, Proposed orientation, Wall
Overhang Ornt
ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening I
E 1 None Low-E Double Yes 0,34 0,26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 2
S 3 None Low-E Double Yes 0,34 0.26 N 15.0 ft' 1 If 0 in 1 ft 0 in None None 3
S 3 None Low-E Double Yes 0.34 0,26 N 30,0 I'll 1 ft 0 in 3 ft 0 in None None 4
S 3 None Low-E Double Yes 0,34 0.26 N 15,0 ft2 1 If 0 in 5 ft 0 in None None 5
W 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' I if 0 in 1 ft 0 in None None 6
N 7 None Low-E Double Yes 0.34 0,26 N 30,0 ft' 1 ft 0 in 1 It 0 in None None 7
N 8 Wood Double (Clear) Yes 0.58 0.25 N 41.0 It' 1 1`10 in 11 It 0 in None None 8
N 8 None Low-E Double Yes 0.34 0.26 N 15.0 It' 1 ft 0 in 11 ft 0 in None None 9
N 8 None Low-E Double Yes 0.34 0.26 N 15A 111 1 It 0 in 11 ft 0 in None None GARAGE
Floor
Area Ceiling Area Exposed Watl Peri eter Avg. Wa(I Height Exposed Walt Insulation 1
411 111 411 ft' 64 It 9.3 ft 0 1/
22/2018 8:55 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5
FORM R405-2017
INFILTRATION
Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Proposed ACH(50) 000382 21218 116.59 219.27 3431 7
HEATING SYSTEM
System Type___ Subtype Efficiency Capacity Block Ducks
1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central UniU Split SEER: 14 36 k6tu/hr 1080 cfm 0,7 1 sys#1
HOT WATER SYSTEM
System Type SubType Location EF Cap Use
w W
SetPnt Conservation
1 Electric None Garage 0.95 50 gal 60,9 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert ft Company Name System Model # Collector Model # Area Volume FEF
None None
DUCTS
Supply ---- Return ---- Air CFM 25 CFM25 HVAC #
Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
Tmm
1 Attic 6 424.2 ft Floor 2 106.05 Prop. Leak Free Floor 2 --- cfm 616 cfm 0.03 0.50 1 1
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Conlin Jan Feb Mar A,, Jun Sep Oct NovAugMay
Dec
H n Feb MareatgJanXjX Xj X
AprXj May Jun Jul 9 Sep Oct Novn Xj Xj rj Xj Xj Dec
Venting Jan MarFeb Apr May Jun Jul Aug Sep Oct X Nov Dec
1/22/2018 8:55 AM EnergyGauge@ USA - F1aRes2017 Section R405.4.1 Compliant Software Page 4 of 5
FORM R405-2017
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (VVD) 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
MECHANICAL VENTILATION
Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
Runtime Vent 73 0 0 1 - Electric Heat Pump 1 - Central Unit
1/22/2018 8:55 AM EnergyGauge(i) USA - FlaRes2017 Section R405.4,1 Compliant Software Page 5 of 5
FORM R405-2017
ESTIMATED ENERGY PERFORMANCE INDEX* = 96
The lower the EnergyPerformance Index, the more efficient the home,
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2}
7, Windows" Description
a. U-Factor: Cal, U=0.34
SHGC: SHGC=0,26
b, U-Factor: Dbl, U=0.58
SHGC: SHGC=0.25
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor over Garage
c. N/A
3887 Saltmarsh Loop, Sanford, FL, 32773
New (From Plans) 9. Wall Types Insulation Area
Single-family
a. Frame - Wood, Exterior R=1 3.0 1236,00 ft2
b, Concrete Block - Int Insul, Exterior R=41 912.33 ft2
c. Frame - Wood, Adjacent R=110 231.00 fil
4 rl. N/A R= ft2
10. Ceiling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1264,00 ft2
2121 b. NIA R= fIrz
c. N/A R= ft2
Area
11. Ducts R ft2
150A2 f12 a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 424,2
41,00 ft2
12, Cooling systems k6tu/hr Efficiency
ft2 a. Central Unit 36,0 SEER:14.00
ft2
13. Heating systerTIS kBtu/hr Efficiency
Electric Heat Pump 36.0 HSPF:8.20
1.000 ft.
a,
0.258
Insulation Area 14, Hot water systems
Cap: 50 gallons
R=0,0 853.00 ft2 a. Electric
EF: 0,95
R=1 9.0 411.00 ft2
b. Conservation features
R= fit,
None
15, Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home: City/FL Zip:
01
Co
f-I co,
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,corn 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,
1/22/2018 8:55 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Lot 168 - 2121 UL Builder Name, Starlight Homes
Street: 3887 Saltmarsh Loop Permit Office: Sen'lin0le County
City, State, Zip: Sanford . FL , 32773 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Sanford
COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA
General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material, requirements Breaks or joints in the air barrier shall be sealed.
Ceilinglattic
The air barrier in any dropped ceilingisoffit 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 attic spaces shall be sealed.
Walls The junction of the foundation and sill plate shall be sealed, Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with
sealed. a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed. minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in Substantial contact and
continuous alignment with the air barrier.
Windows, skylights The space between window/door jambs and framing, and
and doors skylights and framing shall be sealed.
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated,
Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to
including insulation, maintain permanent contact with the underside of
above -garage subfloor decking, or floor framing cavity insulation
and cantilevered shall be permitted to be in contact with the top side
floors) of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace walls.
Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned soace 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 spacas.
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
I ini— —H —
Showeritub 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
Ia
of log walls shall be in accordance with the provisions of IC-C400
1/22/2018 8:55 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017 Envelope Leakage Test Report Performance
FL#RIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Performance Method
Project Name: Lot 168 - 2121 UL Builder Name: Starlight Homes
Street: 3887 Saltruarsh Loop Permit Office: Seminole County
City, State, Zip: Sanford , FL , 32773 Permit Number:
Design Location: FL, Sanford Jurisdiction:
Cond, Floor Area:: 2121 sq.ft. Cond.Volume: 18204 cuff.
Envelope Leakage Test Results
Regression Data'.
C: n'.
Single or Multi Point Test Data
HOUSE PRESSURE FLOVV-----
Pa cfm
2 Pa cfm
3 Pa cfm
4 Pa cfm
5 Pa cfm
6 Pa cfm J!
Leakage Characteristics
Required ACH(50) frorn
FORM R405-2017:
Tested ACH(50) * :
Tested leakage must be less than or equal to the
required ACH(50) shown on Form R405-2017 for
this building. If the tested ACH(50) is less than 3
the building roust have a mechanical ventilation
system.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour
in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g, (50 Pascals). Testing shall be conducted by
either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(t), (9), or (i) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official, Testing
shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration
control measures;
3. Interior doors, if installed at the time of the test, shall be open:
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off: and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4. 1.2.
OBWENEM
PRINTED NAME:
I
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)(0, (g), or (i) or an
approved third party. A written report of
the results of the test shall be signed
by the third party conducting the test
and provided to the code official.
BUILDING OFFICIAL:
DATE:
13
IAESTA
0
lowfFrn,0
112212018 8:55 AM EnergyGauge@ USA - FlaRes2017 - Section R405,4.1 Compliant Software Page 1 of 1
FORM R405-2017 Duct Leakage Test Report Performance Method
Form Rz105Duct Leakage Test Report Performance
Method Project
Name: Lot 1SG'2121UL Builder Name: Starlight Homes Street:
38m7SamnunxLoop Permit Office: S,minmleCnvmy City,
State, Zip: Sanford .FL.32773 Permit Number: Design
Location: FL, Sanford Jurisdiction: Duct
Test Time: Post Construction Required
Duct Leakage from (Qn.0ut) FORN1R405-
2017 Duct
Leakage Test Results CFM25
Duct Leakage Test Values Line
System UutSide Duct Leakage 4 -
System' 47 CFM25(Out) Tested
Sum lines 1-5 Total
Divide
by 2121 House
Duct I Total
Conditioned Floor Area) System
Tested
C)n(Out)must beless than orequal tothe required [>n(CJuQ, I certify the tested
duct leakage hooutside, C)n. ialess than orequal hzthe proposed
duct leakage C)nspecified onFORM R4O5-2017, mm"Kagm
PRINTED NAME: Test Rater 1/22/2018 Duct
tightness shall
beverified by testing kzANS|/
RES0ET7|CC38Oby either
individuals aadefined inSection 553.993(5)
or(7). Florida Statukss,
or individuals licensed asset forth
in Secdon48Q.1O5(3)(f). BUILDING OFFICIAL:
For: Lot 168 - 2121 UL, Starlight Homes
3887 Saltmarsh Loop, Sanford, FL 32773
Weather: Orlando Executive AR FL, US
Winter Design Conditions Summer Design Conditions
Outside db 44 F Outside db 93 F
Inside db 68 F Inside db 75 F
Design TD 24 F Design TD 18 F
Daily range L
Relative humidity 50
Moisture difference 44 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 13698 Btuh Structure 17437 Btuh
Ducts 2093 Btuh Ducts 3357 Btuh
Central vent (73 cfm) 1901 Btuh Central vent (73 cfrn) 1405 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 17692 Btuh Use manufacturer's data y
Rate/swin multiplier 1.00
Infiltration Equipment sensible load 22199 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight
Fireplaces 0 Structure 1989 Btuh
Ducts 385 Btuh
Central vent (73 cfm) 2158 Btuh
2
f
Heating Cooling Outside air
fArea ( t 214 2141 Equipment latent load 4532 Btuh
Volume t3) 18223 18223
Air changes/hour 0.22 0.11 Equipment Total Load (Sen+Lat) 26731 Btuh
Equiv. AVF (cfm) 67 33 Reg. total capacity at 0.70 SHR 2,6 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier
Trade CARRIER AIR CONDITIONING
Model CH14NBO360000B
AHRI ref 8068612
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
Capacity balance point = 28 'F
Backup:
33800 Btuh @ 47°F
29 F
1070 cfm
0.068 cfm/Btuh
0.50 in H2O
Make Carrier
Trade CARRIER AIR CONDITIONING
Cond CH14NBO360000B
Coil FB4CNP036L
AHRI ref 8068612
Efficiency 11.7 EER, 14 SEER
Sensible cooling 23100 Btuh
Latent cooling 9900 Btuh
Total cooling 33000 Btuh
Actual air flow 1070 cfm
Air flow factor 0.051 cfm/Btuh
Static pressure 0.50 in H2O
Load sensible heat ratio 0.83
Input = 5 kW, Output = 17616 Btuh, 100 AFUE
Soldlitalic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jan-22 08:55:19wrightSOft' Right-Suite(D Universal 2017 17.0,28 RSU02534 Page 1
Y Cis ... Spociflc\Wyndharn Preserve\Lot 168 - 2121 UL.rup Calc = M.18 Front Door faces: S
or * ft. Manual S Compliance Rept Job: Starlight - WyndhamwrightsoDate: 4/1812017 Entire House By:
Energy Air, Inc
Plan: 1802 S
5401 Energy Air,
Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenrier@onergyait,.com Web: www.eneigyarcom Design Conditions Outdoor
design DB:
92.6°F Outdoor design WB:
75A'F Indoor design DB:
75.0°F Indoor RK 50%
Equipment type: Split
ASHP Lot 168 - 2121
UL, Starlight Homes 3887 Saltmarsh Loop,
Sanford, FL 32773 Sensible gain: 22199
Btuh Latent gain: 4532
Btuh Total gain: 26731
Btuh Estimated airflow: 1070
cfm Manufacturer: Carrier Model:
CH14NB0360000B+FB4CNP036L Actual airflow: 1070
cfm Sensible capacity: 23961
Btuh 108% of load Latent capacity: 6713
Btuh 148% of load Total capacity: 30674
Btuh 115% of load SHR: 78% Affit' "'.U, ""'Wfk-
10 U, Design ConditionsOutdoor
design DB,-
44.2°F Heat loss: 17692 Btuh Indoor design DB:
68.0°F Equipment type: Split
ASHP Manufacturer: Carrier Model-,
CH14NB0360000B+FB4CNP036L Actual airflow: 1070
cfm Output capacity: 33800
Btuh 191 % of load Supplemental heat required:
0 Btuh Backup equipment type:
Elec strip Manufacturer.- Model: Actual
airflow: 1070
cfm Output capacity: 5.
2 kW 100% of load Temp. rise: 50 'F Meets all requirements
of ACCA Manual S. Entering coil DB:
76.9°F Entering coil VVB:
63.9°F Entering coil D13:
66.2°F Capacity balance: 28 '
F Economic balance:-99 '
F 2018-Jan-22
08:55:19 wrightSOft' RIght-SU408)
Universal 2017 17.0.28 RSU02534 Page 1 Specrfo\Wyndhann Preserve\
Lot 168 - 2121 UL,rup Cale = MJ8 Front Door faces: S
wrightsoft. Duct System Summary
Entire House
gzmff
5401 Energy Air, Ct, Orlando, Ft. 32810 Phone: 407-886-3729 Email: GRermer@energyair,G0M Web: wwmenergyair.com
For: Lot 168 - 2121 UL, Starlight Hornes
3887 Saltmarsh Loop, Sanford, FL 32773
Job: Starlight - Wyndham
Date: 4118/2017
By:
Plan: 1802 S
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.22 in H2O 0.22 in H2O
Available static pressure 0.28 in H2O 0.28 in H2O
Supply / return available pressure 0.140 0.140 in H2O 0.140 / 0.140 in H20
Lowest friction rate 0.141 in/1 00ft 0141 in/100ft
Actual air flow 1070 cfm 1070 cfm
Total effective length TEL) 199 ft
Design Htg Cig Design Diarn H x W Duct Actual Ftg.Eqv
Name Btuh) cfm) cfm) FIR in) in) Matl Ln (ft) L n (ft) Trunk
Farn/Din/Krt h 2144 145 108 0141 8,0 OX0 VlFx 49,0 150.0 st6
Fam/Din/Kit-A h 2144 145 108 0,141 8.0 OX0 VlFx 33.3 165,0 sty
Fam/DinKt-B h 2144 145 108 1 0.161 7.0 OX0 VlFx 34.0 140.0 st6
Farn/Din/Krt-C h 21441 145 108 OA42 8.0 OxO VlFx 31.9 165.0 Sty
baVb2 h 480 33 27 0A85 4.O OX0 VlFx 26.5 125.0 st2
bedroom 2 c 1923 42 99 0.332 6,0 OX0 VlFx 4,3 80.0
bedroom 3 c 1566 75 81 0.306 5.O OX0 VlFx 11.5 80.0
bedroom 4 h 1348 91 79 OA95 6.0 OX0 VlFx 23.7 120.0 st2
03-A h 194 13 10 OA94 4,0 OX0 VIFx 24.2 120.0 st2
Indy C 729 7 38 0.198 4.0 OX0 VlFx 21.2 120.0 st2
loft c 1782 41 92 0M4 6.0 OX0 VlFx 8,9 75.0
rn, bath h 598 41 33 0.196 4.0 OX0 VlFx 17.8 125,0 st3
m, bedroom c 2291 88 118 0.199 7.0 OX0 VlFx 15.7 125.0 st3
Panty -A h 250 17 12 0.146 4.0 OX0 VlFx 31.2 160.0 st6
pMr-A c 235 0 12 OA49 4.0 OX0 VlFx 38.2 150.0 st6
wic c 253 12 13 0,197 4.0 OX0 VlFx 17.5 125.0 st3
vsc4 h 433
1
29 25 0.182 4.0 OX0 VlFx 28.6 125,0 st2
Boldlitalic values have been manually overridden
2018-Jan-22 08:55:19
wrightsOft' Right-SuiteV Universal 2017 IT0,28 RSU02534
I-'-
ACCN .SpecificMyndharn Preservo\Lot 168 - 2121 UL,rup Calc = M.18 Front Door faces: S
Page 1
iggwmg- -wm, "
T r uTrunknk Htg Duct
Ty p eType cfm) Material
VPeakAVFP 291 216 10.0 0 x 0 VinIFIx
P VPeakAVF 291 216 100 0 x 0 VinIFIx
VPeakAVF 307 240 6.0 12 x 12 RectFbg
Ppe VeakAVF 173 178 0 x 0 VinIFIx
PP VeakAVF 141 1 4 0 x 0 VinIFIx
Feak AVFPV 307 240 0 x 0 VinlFlx__
D F--H x W StUd/Joist -- Duct
i n) in) 10pening (in) Matl
Boldlitalic values have been manually overridden
2018-Jan-22 08:55:19
wrightSOft' Right -Suite` Universal 2017 17,0.28 RSIJ02534
Page 2
CCN ... SpeciNOWyndham Preserve\Lot 168 - 2121 UL.fup Calc = MJ8 Front Door faces: S
7>/4-
N
Job #: Starlight - Wyndham
Performed for:
Lot 168 - 2121 UL
3887 Saltmarsh Loop
Sanford, FL 32773
MEMI
H I=
MMMH
5401 EnergyAir, Ct
Orlando, FL 32810
Phone: 407-886-3729
www,energyair.com GRenner@energyair.com
Scale: 1/8" = 1'0"
Page 2
Right-Suite(D Universal 2017
17,0.28 RSU02534
2018-Jan-22 08:55:28
rn Preserve\Lot 168 - 2121 UL.rup