HomeMy WebLinkAbout2219 S Magnolia Ave (2)RECEIVED ,
NOV 0 8 2010
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CITY OF SFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ I
Job Address: "\ H&toricDitnct: Yes No
Parcel ID: 3UNP100 DC p0 Zoning:
Description of Work: \Q
Plan Review Contact Person: Y\ Q Q,\ 0.t C) 1V Title:
Phone::' - c Cl x:0"1-?. O i7 E-mail• tY-t-Q:C y U• I+n(.,
Property Owner Information y V ( u
Nam f7 Phone: ' 1 ` L- 121
Street: Resident of property? : Q
City, State Zip: I 'L43'1'1
Contractor Information
c c
Name V \ ` , t Phone: ®)A _ r,-,` - WD - b0
Street: - v / Fax: '—t U' 'fit 1 ` CJ
City, State Zip:( NN&b \ U _,Q_DC o State License No.: VU C&C,
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
ArchitectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical
New Service - No. of AMPS:
Mechanical 11 (Duct layout required for new systems)
Plumbing
New Construction No. of Fixtures:
Fire Sprinkler/Alarm 13 No. of heads:
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.
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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other
at
entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
1l•4 0
Signa a of Owner/Agent Date
wner/Agent's Name
Signature Date
DIANA KURZON
MY COMMISSION # DO 668720
EXPIRES: May 26, 2011
Borded TAruf.1 Notary Public underwr tars
Owner/Agent _ss Personally Known toN4e or
Produced ID Ll Type of ID
APPROVALS: ZONING: #4 It-9-16 UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
Print Contractor gent's Name
Signature of Notary -State o Is
Date
Date
DIANA KURZON
MY COMMISSION '#;DD 668720 I
EXPIRES: May26 2011
Bonded Thru Notary Public und"a wdfers
Contractor/Agent is personally Known to :Me' or
Produced ID Type of ID
WASTE WATER:
BUILDING: /r eo r0
City of Sanford
Building Division
300 N. Park Ave
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: November 9, 2010
Contact Person: Angela Brooker
Contact Phone Number: Contact Fax Number:
Contact E-mail Address: integritybuilderinc@yahoo.com
Building Permit Application Number: 11-274
Project Description: Door Replacement, Siding
Job Address: 2219 South Magnolia
ARCHITECTURAL
A-1 Submit lay -out sheet indicating location of door replacement an identify each
openings product approval number so I can match it to the submittals.
A-2 Submit manufactures specification for aluminum soffit.
A-3 Submit specifications and installation instructions for cement -fiber siding.
STRUCTURAL
S-1 N/A
MECHANICAL
M-1 N/A
PLUMBING
P-1 N/A
ELECTRICAL
E-1 N/A
LIFE SAFETY
L-1 N/A
Please direct any questions you may have to Joy Deen at (407) 688-5150 Ext. 5332 or fax
to (407) 688-5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectively,
Joy Deen, Plans Examiner
2524 Rest Naven Avenue
INTEGOrlando, FL 32&06ITTPhone: 327-237-5695
BUILINC. Fax: 407-g72-5092
Proposal CGC 7513673
Submitted To
Bobbi Jo Ineyerhoffer
2219 magnolia ave-
sanford, R
Date Customer lD
11/4110
PriceescnpIon
Replace rotted areas of existing siding with pressure treated plywood and install new
Cement -fiber siding over existing wood siding 71, 000.00
Install new aluminum soft and fascia on all overhangs around the entire home 2,000.00
Install new gutters and downspouts on entire home 1,500.00
Replace both front entry doors and storm doors, rear entry door and storm door 3,450.00
Install 7.coat of primer and 2 coats of paint on new siding,. and 2 coats on masonry areas 54,000.00
flccepted by:
1 - -1Dl n rorA 21, 950.00
Make all checks payable to:
Integrity Builder Services, Inc-
I2524 Rest Naven Avenue
Orlando, F1_ 325O6
Phone: 321-231-5695
Fax: qO7-412-5092
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l
Pita ._ a 65 d2 ddBt s 4:0 ddA 67A d7 u106408-J"-1E
DAVID JOHa540M PFA, A5A
y• ;° r-VIRU
8
47A1116 1.0 8.
8 B 011r'RMISER 951 twrSM' ah6'.
5 IkOLE COUNTYJFL 4s
10
1L 20 8. i 10_JL fffOPiD,`
FL' 32771-1468 SA1f01E:3 1 407-6! $$
7508 1:3 14 fE 5
18
8
17
la VALUE SUMMARY
VALUES 2011
2010
GENERAL Working
Certified
Value Method
Cost/Market Cost/Market Parcel Id:
36-19-30-526-OB00-0060 Number of
Buildings 1 1 Owner: HUNTINGTON'NATL BK GUARDIAN OF Depreciated Bldg
Value 120,214 128,467 Own/Addr: PERRY A BENNETT JR Depreciated EXFT
Value 0 0 Mailing Address: 7 EASTON OVAL-EA4C83 Land Value (
Market) 30,1641 30,164 City,State,ZipCode: COLUMBUS OH 43219 Land Value
Ag 0 0 Property Address: 2219 MAGNOLIA AVE SANFORD 32771 JusUMarket Value
150,378 158,631 Subdivision Name: SPURLINGS ADD TO SANFORD Tax District:
S1-SANFORD Portablity Adj 0 0 Exemptions: 00-
HOMESTEAD (2005) Save Our Homes Adj 0 0 Dor: 01-
SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (
SOH) 150,378 158,631 Tax Estimator.
2011 TAXABLE
VALUE WORKING ESTIMATE Taxing Authority
Assessment Value Exempt Values Taxable Value County General
Fund 150,378 50,000 100,378 Amendment 1
adjustment is not applicable to, school assessment) Schools 150,378 25.000 125,378 City Sanford
150,378 50,000 100,378 SJWM(Saint
Johns Water Management) 150,378 50,000 100,378 County Bondsl
150,3781 50.0001 100,378 The taxable
values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed
Date
Book Page Amount Vac/Imp Qualified WARRANTY DEED
11/2004 05536 1465 $172,500 Improved Yes WARRANTY DEED
01/2000 03795 1238 $103,000 Improved No 2010 VALUE SUMMARY QUIT CLAIM
DEED 10/1997 03319 0720 $100 Improved No 2010 Tax Bill Amount: 2,377 WARRANTY DEED
04/1997 03234 0296 $89,800 Improved Yes 2010 Certified Taxable Value and Taxes DOES NOT
INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED02/1994 02730 1886 $65,800 Improved No WARRANTY DEED
02/1989 02039 1693 $69,900 Vacant No WARRANTY DEED
01/1975 01069 1970 $26,000 Vacant No Find Comparable
Sales within this Subdivision LEGAL DESCRIPTION
LAND Land
Assess
Method Frontage Depth Land Units Unit Price Land Value PLATS:' Pick .. FRONT FOOT &
DEPTH 147 133 .000 285.00 $30,164 LEG LOTS 6-8 BLK B SPURLINGS ADD TO SANFORD PB 2 PG 117
BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
New Building
1
SINGLE FAMILY 1962 9 1,344 Sketch 3,
430 2,397 SIDING AVG $120,214 169.315 AppendagelSgft BASE /
221 Appendage / Sgft .
SCREEN PORCH FINISHED / 78 Appendage / Sgft
UTILITY UNFINISHED / 171 Appendage / Sgft
BASE SEMI FINISHED / 440 Appendage I
Sqft BASE SEMI FINISHED/ 392 Appendage / Sgft
GARAGE UNFINISHED / 784 NOTE:.Appendage
Codes included in Living Area: Base;, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed
Permits OTE:
Assessed
values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If ou
racentl urchased a homesteaded property your next ear's properf tax will be based on JusUMarket value. http://www.
scpafl.org/web/re web.seminole_county_title?parcel=3619305260B000060&6... 11/8/2010
DBPR - BROOKER, ANGELA DENISE; Doing Business As: INTEGRITY BUILDER S... Page 1 of 1
S
i
i
E
10:39:30 AM 111912010
Licensee Details
Licensee Information
Name: BROOKER, ANGELA DENISE (Primary Name)
INTEGRITY BUILDER SERVICES INC (osA Name)
Main Address: 2524 REST HAVEN AVE
ORLANDO Florida 32806
County: ORANGE
License Mailing:
LicenseLocation:
License Information
License Type: Certified General Contractor
Rank: Cert General
License Number: CGC1513673
Status:, Current,Active
Licensure Date: 05/25/2007
Expires: 08/31/2012
Special Qualifications Qualification Effective
Construction'Business 05/25/2007
View Related License Information
View License Complaint
Terms of Use Privacy Statement
https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=65 E9ED I I D97FEA54C3... 11 /9/2010
E
EVALUATION
Norandex Buili
300 Executive
Hudson, ON 4A
Scope:
This Evaluation
governing the, L
has been reviev+
The product de
sections noted t
DESCRIPTION:
LASELING: Eact
Assurance Ageni
CONyiNUEi:1 Com
changes, the rel
relate to the prc
agreement to r
Assurance docu
Report relative t
ADVERTISEMENT.'
may be displaye
it shall be done
EXTERIOR RESEARCH & DESIGN, LLC,
Certifgcate ofAdthorization *9503
353 Christian Street
FAD oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
g Materials Diisltriiblution
rkway West, Suite 100
16
Evaluation Report C13820,0+4«09-2-R2
EL12505-R1
Date of Issuance: 04/29/2009
Revision 2: 07/13/2009
Report Is issued under Rule 96-72 and the applicable rules and regulations
e of construction materials in the State of Florida, The documentation submitted
Id by Robert Nleminen, P.E. Tor use of the product uncer the Florida Building Code.
xibed herein has been designed to comply with the 2007 Florida Building Code
Vinyl Soffit Systems
unit shall bear labeling in accordance with the requirements the Accredited' Quality
y noted herein.
LIANCE: This Evaluation Report is valid until such time as. the named product(s)
renced Quality Assurance documentation changes, or provisions of the Code that
lust change. Acr_eptanrp of this Evaluation Report by the named client constitutes
tlfy Robert Nieminen, P.E. if the product changes or the referenced Quality
nentation Changes. TrinitylERD requires a complete review of this Evaluation
i updated Code reyuirernents with each Code Cycle.
The Evaluation Report number preceded by the words "Trinity j ERD Evaluated"
I In advertising literature. If anv portion of the Evaluation Report is displayed, then
i Its entirety.
INSPECTION: Up n request, a copy of this entire
the manufactu r or, its distributors and shall
request of the S ilding Official.
This Evaluation
Prepared by:
Robert JI.M. Nh
Florlda Registration,
CERTIFICATION C
1.. Exterior Reser
acquire, a fina
2. Exterior Rese
manufactu ri np
3. Robert Niemin
distributing pr
d. itobert Niemin
the approval r
Evaluation Report shall be provided to the user by
be available for inspection at the job site at the
port consists of pages I, through 3, plus a two -page Appendix,
t i T"e radmilie SMI WWOTln9 Nay autiiurked
4We by Robert Nleminen, P.G. on 07/13/2009
a' 1. , .-fir ?; This does not serve tS an electronically signed
t oc# I ` b document. Signed, sealed hardcoples Rave beenmiinen, P.E.1•4 SIQN?L''Z'0, tmnemittodtothaProduct AppnnwdrtAminiarratnrwnd 10,
59166, Florida ACA ANE1963 l to the named dlent FINDEPENDENCE:
rch &
Design, LLC. d/b/a TrinitylERD does not have, nor does it intend,to acquire or will it i:
cial Interest in any company manufacturing or distributing products it evaluates. ch &
Design, LLC. d/b/a Trinityl ERD is not owned, operated or controlled by any company or
distributing products it evaluates. n,
P.E. does not have nor will acquire, a financial Interest In any company manufacturing or ducts
for which the evaluation reports are being issued. n,
P.E. does not have, nor will acquire, a financial interest in any other entity involved in ocess
of the product.
rTRINITY'ERD
PANEL WALLS ^ S FFrT EVALUATION:
1. SCOPE:
Product C tegory: Panel Walls
sub-Categ ry: Soffits have
Compllianc Statement: Norandex Vinyl Soffit Systems, as produced by Norandex,
demonstrat d compliance with the following sections of the Florida Building Code through testing in
accordance with the following Standards. Compliance is subject to the installation Requirements and
Limitations Conditions of Use set forth herein.
2.
pe so D4,477
r
114a044.9, 140 13 Physicalal Properties ASTTM 2004
1996
1609,1 / 104.11 Wind ASTM D5206
3, REFERENCES',
EntityExami ni9tio11 a
ATI (TST 15 0) Wind Rcsistonco 59777-01-122-40
64374.01-109-40
09/20/2006
04/25/2006
ATI (TST 15
ATI (TST 15
8)
8)
Wind Resistance
Wind Resistance 59782.01-122-40 03/20/2006
ATI (TST 15
ATI (TST 15
8)
8)
Wind Resistance
Physical Properties (04477)
64373.01-109-40
70079.01-106-31
04125/2006
01/04/2007
ERD (TST 6 9) Wind Resistance N19020.0709 07/07/2009
OS/24/2004
ATI (QUA 18
ATI (QUA 18 4)
Quality Control
Quality Control
ATI QA Program
VSI Certification prograrn 04/29/2009
4. PRODUCT ESCRIPTION:
This Evalu ion Report covers rigid polyvinyl chloride (PVC) soffits produced by Norandex in a variety of
profiles an surface textures / colors. This evaluation is limited to the specific product trade names
referenced in this report Subject to the Installation Requirements and Limitations / Conditions of Use
haroin
S.
Brand Product Profiles Thickness
American Classic American Classic Soffit D5 0,048"
Norandex
T4 Sofa T4 0.038"
Cedar Reflection$ Premium Soffit 12 D5 0.•048"
Generations DS Soffit D5 0,048"
Select D5 Soffit D5 0.040"
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 FBC 1405.13 limits vinyl soffit to Type V construction.
5.3 U ni ations relating to wind lwd performance are provided in Appendix 1.
5.3.1 Un1 s otherwise noted, fasteners for are limited to 11h" long x 0.125" shank diameter x
mini um 3/8" head diameter galvanized roofing nails.
5.3.2 Unless otherwise noted nails for F-Channel and facia board securement shall engage the stud
frarr ino members.
Exterior Research and Design, LLC. Evaluation Report 13820.04.09-2-R2
Certmcate af AU
I
thon'"UMP OPS03
FL12505-R
Revision 2: 07/13/24709
Page 2 of 3
TRINITY I ERD. i
5.3.3 Use f the wind load, performance worksheets is limited to an eave height less than or equal to
30 f et on Category II, enclosed .buildings. l=or buildings having conditions in excess of these
Paielers, a qualified design professional shall dctermine design pressures in accordance with FBC: 1609 on a project -specific basis for comparison to wind load resistance data set forth in App
dix 1. 5.
4 All p ducts in the wall assembly shall have quality assurance audit in accordance with the FBC and
A.C. Rule 9B-72. 6.'
INSTALLA ON: Norandex
v of
the Vinyl nyl
soffit systems shall be Installed in accordance with ASTM D 4750 and recommendations Siding
Institute°, subject to the Limitations / Conditions of Use noted herein. 7.
SUILDING I PeFtM11F REQUIREMENTS: As
requiret by the Building Official or Authority Having Jurisdiction in order to properly evaluate the, installatinn
nf this product. 8. '
MANUFACTURING PLANTS. Contact
4 named QA entity for manufacturing- tacilitles covered by F.A.C. Rule 95-72 QA 9.
QUALITY ASSURANCE ENTITY: Architectu
l Testing (QUA1844) 717)
764- r7OO THE
IWO (2) PAGES THAT FOLLOW ,FORM PART OF TH' XS EVALUATION REPORT - D4756-
03, stand rd Practice for Instdlletion of Rigid poly(VInyl Chloride) (PVC) ceding and SOMt, 9 ASTM. Complete
Inform tlon on the Vinyl Siding Institute can be found at wy yr ylnvlsidlna.ora. Cxterier
Research and Design, LLC. Evaluation Report 13820.04.09-2-R2 cermoare
01A orloratron z9sD3 FL12505-
R1 Revision
2: 07/13/2009 Page
3 of 3
FL 0PJDA WIND ZONE COMPLI
AMERICAN CU SSIC SOFFIT
F-Ch&Mel Fascia Cap
Design
Product Span Pr*"ure
A attach (
Pso
12-Inch 16 o.c. 24" o c 100
Arm=
Ctusic DS 1 binch 161 o.e. ' 24' o,c, 71
Soffit
20-Inch 16 O.C. 24' o.c, 43
TRINITY 00
EXTERIOR RESEARCH ESXGN, LLC.
Certificate of Atithorlm Won #9903
Robert plvminme, PC- 9266
EET, Ears F4eight (h) <_ 30 R. Ca1Le>tery 11, enclotod
W nd Speed (mph) 3-second gust
90 100 110 120 130 140 150
OK OK OK OK oK OK OK 8
F
Interior
OK OK OK OK OK OK OK C
Zone 4
OK OK OK OK OK OK OK D
OK oK OK. OK OK OK OK 0
End
zone 3
Interior
OK OK OK OK OK OK OK C
OK
OK
MK
OK
OK
OK
OK
OK
OK I
OK
OK
OK
OK
OK
D
B
OK OK OK OK OK OK OK C
Zone 4'
Zone 5
Interior
UK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
NO
OK
A
OK OK
OK'
OK
OK OK OK OK NO C
OK
OK
OK
OK
OK
OK
OK
OK
NO
OK
NO
NO
D
6
Y. O oK OK nK NO NO NO C
Zone 4
tend
Zone 5
OK
OK
OK
OK
OK
OK
NO
OK
NO
OK
NO
NO
NO
NO
D
B
OK OK OK NO NO NO NO C
OK OK I NO NO NO NO NO I D
10% of lease horizontal dimerslon or 40% of height, but not
ss Am either 4% of lem nerizoniml Olmmslon or 3 feet
AMERICAN CLAS13rr' C FFIT
Q
ER C13220,04.09-2-112
Norandex - F1,12505-RI
07/13/2009
Appendix 1. pme i of 2
FLORIDA WIND ZONE COMPLIANCE WORKSHUT, f "Neigh! (h) <_ 30 R, CebeNrY go eadosed
F0CSection 1W9
NORAN R SOFFI7 Wind Speed (mph) 34esond ffulm
A5
a
S
Product 4—.Ittschnnel Feed Cap
A
PnenuM!
pot)
90 I oo s l0 120 130 140 140
12-inrh I ae. 24" o,e. 100
OK OK OK OK OK OK OK 9
Io4 Aor
7,vu 4OKOKOKOK
v+
OK
OK OK OK C
OK OK OK OK OK OK D
OK OK OK OK` OK OK OK B
End Zone
sOx
OK
OK
OK
OK OK OK OK OK C
OK OK OK OK OK
Cedar Reflection
PmMium Soft 12
or Generations
DS Soft
164neh I me. 244" or. 71
OK OK OK OK OK OK OK 6
Isar
7..— eOKOKOKOKOKOKOKC
OK OK OK OK OK OK NO D
OK OK OK OK OK OK OK 8
EndS' OK OK OK OK OK OK, NO C
OK OK OK OK OK NO NO D
26lneh I o c 24' o.c. 43
OK OK OK OK OK OK NO 8
InuMor
4OK' OK OK OK NO NO NO C
OK OK OK NO No NO NO D
OK OK OK OK OK NO NO B
End Zone
5OKOKOKNONONONOC
OK OK NO NO NO NO NO D
12 incR I o.c 24" ac b I
OK OK OK OK OK OK OK 8
Irroorior
Zone 4OKOKOKOKOKOKNOC
OK OK OK OK' OK NO, NO D
OK OK OK OK OK OK OK B
End Zone
OK OK OK OK oK NO NO C
5
OK OK OK OK NO NO Mu U
T4 S*ft Winch 1 o.e 24" o c. 42
OK OK OK OK OK OK OK 0
InbeMor
Yoee4OKOKOKOKOKOKNOC
OK OK OK OK OK NO NU O
OK OK OK OK OK OK OK 13
End Zmsc
OK OK OK OK OK NO NO C
S
OK OK OK OR NO Nu NO O
2l}Inch I O,e, 24' we 23
OK OK NO NO NO NO NO 9
1 l0
zom 4OKNONONONONONOc
NO NO NO NO NO NO .. NO D
OK NO NO NO NO NO NO B
End Zone
NO NO NO _ NO NO NO NO C
5
NO NO' NU NO NO NU NO F,
Select 05 Soft 12-inch t e.c 24' o.e 55
OK OK OK OK OK OK OK H
7.one 4OKOKOKOKOKOKNOC
OK OK OK OK OK NO NO D
OK OK OK OK OK OK, OK 8
End lone
OK OK OK OK NO NO NO C
S
UR UK OK NO NO NO NO D
a- 10% 40% dlnfjJ,q U-1® d,"„
rimer 4% of Magic horl;end dimmslon or 3 feet
TEtQ.'IY FRb ER CL3620.04.09-2-1112
EXTEMOR RESEARCH iSIGN, LLC.
Catiff cane of Authorizaoh #9503 07/33/2009
n9bert Nleminco, PC66 NORAND" SOFT- T ARpoodh, 1, Vwgn 2 n1 2
I
dam"
w rA"
Ex 57 DaoR
1
EXR FZ-Aet 6 I. S FR
ON T'
N
r tRMff OFFICE
MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE (NOA) www.maimidade.2ov/buildinscode
CertainTeed Corporation.
803 Belden Road
Jackson, Michigan 49203
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: WeatherBoard Fiber Cement Siding.
APPROVAL DOCUMENT: Drawing No. 10SBC00164B0000-C through IOSBC00164B0007-C, titled:
Fiber Cement Panel/Plank, Fiber Cement Random Square Shapes and Fiber Cement Soffit Installation :Details
Steel/Wood Stud Construction', sheets I through 8, prepared by CertainTeed Corporation, dated 01/24/02,
with the last revision D dated 04/01/08, signed and sealed by Jose D. Mitrani, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA..
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 02-0503.01 and consists of this page 1 and evidence pages E-1 and E-
2, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 08-0213.05
Expiration Date: April 24, 2013
MAMEDADE couwTY Approval Date: May 15, 2008
Zj00 Page 1
CertainTeed Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Code compliance and no -financial interest letter issued by Jose D. Mitrani, P..E., dated
04/11/08, signed and sealed by Jose D. Mitrani, P.E.
G. OTHER
1. Notice of Acceptance No. 02-0503.01, issued to CertainTeed Corporation, approved
on 04/24/03 and expiring on 04/24/08.
M0,
2cal, 8
P.E.
Product Control Examiner
NOA No. 08-0213.05
Expiration Date: April 24, 2013
E
Approval Date: May 15, 2008
2
CertainTeed Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IOSBC00164B0000-C through 10SBC00164110007-C, titled: Fiber
Cement Panel/Plank, Fiber Cement Random Square Shapes and Fiber Cement Soffit
Installation Details Steel/Wood Stud Construction", sheets 1 through 8, prepared by
CertainTeed Corporation, dated 01/24/02, with the last revision D dated 04/01/08,
signed and sealed by Jose D. Mitrani, P.E.
B. TESTS
Report Test Date Signature
1. AT-01-42883.01 ASTM C1185 03/11/03 A. N. Reeves, P.E.
2. RT-11168-98 ASTM C1185 02/27/02 B.I. Ogawa, P.E.
3. HETI 01-1058 TAS 202 08/28/01 H. M. Medina, P.E.
4. HETI 01-1021 TAS'-202 06/06/01 H. M. Medina, P.E.
5. HETI 01-1000 TAS 202 06/01/01 H. M. Medina, P.E
6. HETI 01-1036 TAS 203 06/22/01, H. M. Medina, P.E.
7. HETI 01-1072 TAS 202 09/06/01 H. M. Medina, P.E.
8. HETI 01-1035 TAS 202 06/22/01 H. M. Medina, P.E.
9. HETI 01-1023 TAS 202 06/01/01 H: M. Medina, P.E.
10. HETI 01-1060 TAS 202 08/28/01 H. M. Medina, P.E.
11. HETI 01-1000 TAS 202 06/01/01 H. M. Medina, P.E.
Evidence submitted under NOA # 02-0503.01 "
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 04/11/08, prepared, signed and sealed by Jose D. Mitrani, P.E.
2. Fasteners calculations prepared by Jose D. Mitrani, sheets I through 19, signed and
sealed by Jose .D. Mitrani, P.E.
Evidence submitted under NOA # 02-0503.01
D. . QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 08-0213.05
Expiration Date: April 24, 2013
Approval Date: May 15, 2008
E-1
48"
120"
B
Studs @ 16" o.c.
Note: Plywood Fasteners not shown for clarity
TT— I----T--------Try-----T--
II I II II II II II I
II I II II II II II I
II jl II II II II II I
LI II II II II II II I
II II II II II II II I
hI I LI II II II II I
II I II II II II II I
II t II II II II II I
0
II I II II II II II I
II I II II II II II I
II I II II II II II I
I I I 1° I I° 1 I I I I I I I
II I II II II II II I
II II I°I I°I II II II I
I, I I I 11 I I I
I I I I I I I I I! I I
U------U----J—I----_J J_--U----
L`
3/4" Minimum
BEdge Distance
3uildex Hi-Lo Rock -On #9 x 1-5/8" x 0.395" HD
Screws @ 6" o.c. (Typ.) oslon re Is Ib a ug a sc ws
ced 6" o.c. aroun the perimeter of the 2" Minimum Comer Distance
el and intermediate vertical studs (Typ.) — —
5/8" CDX Grade Plywood
Sheathing Mechanically IFastenedToStudswith
8 x 1-1/4S Fastener "(
By Others) I Weatherproofing
Per
2121.6.2 Of
F.B.C. / CertainTeed
Fiber
Cement Panel General
Notes 2"
Minimum from Corner 3-
5/8" x 1-3/8" x 0.031 " 20
Gage Steel Studs SEE
DETAIL A Product
Description CertainTeed
panel material is a non -asbestos fiber Cement
product tested in accordance with ASTM C-
1185 and meeting the requirements of the Florida
Building Code Panel
Dimensions Width
Length Thickness 48"
8"s"10' 5/16" 5/
8" CDX Grade Plywood
Sheathing Design Pressure Rating Mechanically
Fastened Installation on: Design Pressure: To
Studs Steel Studs -115 PSF Impact
Resistant - Panels installed over 5/8" plywood sheathing Installation
Notes Weatherproofing
1 • All installation shall be done in conformance with Per
2121.6.2 this Notice of Acceptance, the manufacturer's installation Of
F.B.C. recommendations and the requirements of the Florida
Building Code. 20
Gage 2.
Metal studs on to which CertainTeed Fiber Cement Panels will Steel
Studs be installed shall be designed by a Registered Professional Engineer
or Licensed Architect per the F.B.C. and the requirements
of this N.O.A. CertainTeed
Fiber 3. Panels are to be installed vertically, avoiding horizontal CementPaneljoints, over 5/8" CDX grade APA rated plywood supported by SECTION
B-B 20 gage x 3-5/8" x 1-3/8" steel studs spaced a maximum of
16" o.c. 4.
C i T ed fiber cement anels sh be fa tened wit ITW eras
BuildexHi-Lo Rock -On #9 x 1-5/8" x 0.395" HD orrosion resistant 5.
rI
e s r asteners
shall be placed 6" o.c. around the perimeter of the panel
and intermediate vertical studs, driven through the plywood M.
sheathing into the studs. All joints shall be over studs and screws shall
have a minimum edge distance of 3/4" and minimum clearance
of 2" from the corners. 9
x 1-5/8" x 0.395" HD DETAIL
A spaced 6" o.c. around the perimeter of the panel
and intermediate vertical studs 1.
Wall receiving Fiber Cement Panels shall be checked for structural adequacy (By Others) 2.
Walls shall be weather proofed with the equivalent of 15 pound felt as described in section 2121.
6.2 of the F.B.C. Jose'
D. IAI-n P.E. REVISION DATE BY DESCRIPTION W2
S.W. 129 Place R:;.«
1 3 C 108/29/021 RA I BCCO 7/31/2002 REVIEW D
04/01/08 Nis Rev. 2007 FBC Certa1n%
edR ST P 62
2 CERTAINTEED CORPORATION Je k—,.i Iq n0M TITLE:
FIBER CEMENT PANEL INSTALLATION DETAILS STEEL
STUD CONSTRUCTION GATE:
DRAWN BY: 01/24/02 B. SHAW SHEET:
1
OF:
V ODRAWING NWBER BDALE:
NONE 10SBC00164B0000-C J
48"
I
I
I
I
I
I
I
I
I
I
L—
0 —0 --0= - 0
120"
96„ SEE DETAIL A
Note: Plywood Fasteners not shown for clarity
I 1 (
1
I , i
I
I
J
I
I
Studs @ 16" o.c.
I
I
I
I
I
I
B— --Vertical Direction
6d x 2" long galvanized common wire nails —
spaced 6" o.c. around the perimeter of the
panel and intermediate vertical studs (Tvn )
5/8" CDX Grade Plywood
Sheathing Mechanically
Fastened To Studs with
x 1-1G
Fa ) Fastener (By Others))
Weatherproofing
Per 2121.6.2
Of F.B.C.
CertainTeed
Fiber Cement Panel
General Notes
DETAIL A
3/4" Minimum
Edge Distance
Nails @ 6" o.c. (Typ.) —
2" Minimum Corner Distance
2" Minimum from Corner
2 x 6 Wood Studs with a
Specific Gravity of 0.55 or Mere
6d x 2" Long Galvanized
Common Wire Nails spaced
6" o.c. around the perimeter
of the panel and intermediate
vertical studs
1. Wall receiving Fiber Cement Panels shall be checked for structural adequacy (By Others)
2. Walls shall be weather proofed with the equivalent of 15 pound felt as described in section
2121.6.2 of the F.B.C.
Product Description
CertainTeed panel material is a non -asbestos Fiber
Cement product tested in accordance with ASTM
C-1185 and meeting the requirements of the
Florida Building Code
Panel Dimensions
CDX Grade width Length Thickness
wood Sheathing 48" 8',9',10' 5/16"
chanically Fastened
Studs Design Pressure Rating
Installation on: Design Pressure:
Wood Studs -76 PSF
Impact Resistant - Panels m a led over 5/8" plywood sheathing
Jeatherproofing
er 2121.6.2
If F.B.C.
Installation Notes
1. All installation shall be done in conformance with
this Notice of Acceptance, the manufacturer's installation
recommendations and the requirements of the
2 x 6 Wood Studs Florida Building Code,
2. Wood studs on to which CertainTeed Fiber Cement Panels will be
CertainTeed Fiber
Cement Panel
SECTION B-B
MoDuCrIIIEVOW
maom hloswimftfkdta
oNO / .os
Egl_ 3
Alf AoAKIQmttd-
Ni
installed shall be designed by a Registered Professional
Engineer or Licensed Architect per the F.B.C. and the
requirements of this N.O.A.
3. Panels are to be installed vertically, avoiding horizontal
joints, over 5/8" CDX grade APA rated plywood supported by
2 x 6 wood studs with a specific gravity of 0.55 or more spaced
a maximum of 16" o.c.
4. CertainTeed Fiber Cement Panels shall be fastened with 6d x 2"
long galvanized common wire nails.
5. Fasteners shall be placed 6" o.c. around the perimeter of the
panel and intermediate vertical studs, driven through the plywood
sheathing into the studs. All joints shall be over studs and nails
shall have a minimum edge distance of 3/4" and minimum
clearance of 2" from the corners.
Jose'D. MI`r IP.E. REVISION DATE 6Y DESCRIPTION
I(k42 S.W. 129 PL ra
Fla Reo.IPE 993 c o8/29102 RA I BCCO 7/31/2002 REVIEW
D 104/01/081 NJS I Rev. 2007 FBC
5
CertainTeedEl
C2032 CERTAINTEED CORPORATION Jec .Vld.Il ,4M2
TITLE: FIBER CEMENT PANEL INSTALLATION DETAILS
WOOD STUD CONSTRUCTION
j Qt SATE 01 /24/02
n
SHEET:
2
OF:
B. SHAW
10SBC00164B0001-C
a..,.., __...-.- .-,,.. - - r .. -....J
120"
Studs @ 16" o.c.
B Note: Plywood Fasteners not shown for clarity
I II II F--
I II
I II
III II
III II
II
II
I II If II I
II II II I
II II I.I I
I II
I II
II II
II II
II
II
II II II I
II 11 II I
8 I III toI 1gl I I I I I I I
I II II II II II II II I
I II II I,I I"I II II II I
I II II II II II II II I
1 II III IolI II II II II I
I II
I II
I1---
II II Igl II II II I
II II II II II II I
LJ----1L---L----I-1----I-----i_--- io
3/4" Minimum
I =i6ui11d=exHB Edge Distance
II Buildex Hi-Lo Rock -On #9 x 2-1/4" x 0.395" HD
corrosion re Istan i ug a screws Screws @ 16" o.c. (Typ.)
fastened in the overlannino area < or = 8" o.c. 3/4" Minimum Corner Distance
vertically and 16" o.c. through the plywood
sheathing into the studs (typ)
5/8" CDX Grade Plywood
Sheathing Mechanically
Fastened To Studs with
8 x 1-1r4"S
Fasteners (By Others)
Weatherproofing
Per
F.B.C.
6.2
Of F.B.C.
CertainTeed
Fiber Cement Plank
3-5/8" x 1-318" x .031"
20 Gage Steel Studs
ITW Buildex Hi-Lo Rock -On #9
rrreSiSt fii IDETAIL
fastened in the overlappin
vertically and 16" o.c. thro
General Notes sheathing into the studs
1. Wall receiving Fiber Cement Planks shall be checked for structural adequacy (By Others)
2. Walls shall be weather proofed with the equivalent of 15 pound felt as described in section
2121.6.2 of the F.B.C.
Product Description
SEE DETAIL A
CertainTeed plank material is a non -asbestos fiber
Cement product tested in accordance with ASTM
C-1185 and meeting the requirements.of the
1
Florida Building Code.
Plan Dimensions
W.-Aw Length Thickness
9-1/2" 12' 5/1 6"
5/8" CDX Grade Design Pressure Rating
Plywood Sheathing Installation: Design Pressure:
Mechanically Fastened Steel Studs -92 PSF ,
To Studs Impact Resistant - Planks installed over 5/8" plywood sheathing
Installation Notes
1. All installation shall be done in conformance with
Weatherproofing this Notice of Acceptance, the manufacturer's installation
Per2121.6.2 recommendations and the.requirements of the
Of F.B.C. Florida Building Code.
2. Metal studs on to which CertainTeed Fiber Cement Planks will be
20 Gage installed shall be designed by. a Registered Professional -
Steel Studs Engineer or Licensed Architect per the F.B.C. and the
requirements of this N.O.A.
CertainTeed Fiber 3. Planks are to be installed horizontally commencing from the
Cement Panel bottom course of a wall with 1-1/4" wide laps at the top of the
plank. The vertical joints must be over framing members.
SECTION B-B Optional PVC butt joint inserts are used for on -stud jointing.
4. Planks are to be installed over 5/8" CDX grade APA rated
p REWSM plywood supported by 20 gage x 3-5/8" x 1-3/8" steel studs
em>ye4.ftfFJ spaced a maximum of 16"o.c.
Aampa— 5. CertainTeed fiber cement tanks shall be fastened through the
overla ing tanks wit t w ex i Lo o -On .
9 x -1/ " x .3 " H r s I a ugle screws.
O" 6. placed in the overlapping area < 8" o.c.
vertically and 16" o.c. horizontally through the plywood sheathing
into the studs. Screws shall have a minimum edge distance of 3/4".
x 0.395" HD
area < or = 8" o.c.
3h the plywood
Jac' D."&.N P.E. REVISION DATE By DESCRIPTION
1 OM2 S.W. 129 Place
FIe.ReF. HM c os/zs/02 RA BCCO 7/31/2002 REVIEW
D 04101/081 NJS I Rev. 2007 FBC Certalnbed C'0
5 23'BE
P
WW2CERTAINTEEDCORPORATION Jarkacn,
M
g"n 49M TITLE: FIBER CEMENT
PLANK INSTALLATION DETAILS STEEL STUD CONSTRUCTION -
1y' DATE. DRAWNG
1r 01/
24/
02 B. SHAW SHEET: 3 OF:
O
DRAWING
NUMBER: O 10SBC00164B0002-C
I
48"
ened in the overlapping
8d
fast
vertically
sheathing into the studs (typ)
5/8" CDX Grade Plywood
Sheathing Mechanically
Fastened To Studs with
8 x 1-1/4 )
Fasteners (By Others)
Weatherproofing
Per 2121.6.2
Of F.B.C.
CertainTeed
Fiber Cement Plank
i
Product Description
SEE DETAIL A CertainTeed plank material is a non -asbestos fiber
Cement product tested in accordance with ASTM
j \
l
C-1185 and meeting the requirements of the
Florida Building Code.
Plank Imensions
Length ThicknessF5/8" CDX Grade
wood Sheathing Desian Pressure Rating
chanically Fastened Installation: Desi n Pressure:
Studs Wood Studs 91 PSF
2 x 6 Wood Studs with a
Specific Gravity of 0 .55 or More
Impact Resistant - Plankinstalled over 5/8" plywood sheathing
Installation Notes
Weatherproofing
1. All installation shall be done in conformance with
Per
this Notice of Acceptance, the manufacturer's installation
Of F.B.C.
recommendations and the requirements of the
Florida Building Code.
2. Wood studs on to which CertainTeed Fiber Cement Planks will be
2 x 6 Wood Studs installed shall be designed by a Registered Professional
Engineer or Licensed Architect per. the F.B.C. and the
requirements of this N.O.A.
CertainTeed Fiber 3. Planks are to be installed horizontally commencing from the
Cement Panel bottom course of a wall with 1-1/4" wide laps at the top of the
SECTION B-B plank. The vertical joints must be over framing members.
Optional PVC butt joint inserts are used for on -stud jointing.
4. Planks are to be installed over 5/8" CDX grade APA rated
rRoDucrREVEW plywood supported by 2 x 6 Wood studs with a specific gravity
a o* —m'ftnmus
Down
of 0.55 or more spaced a maximum of 16" o.c.
aOD& O o> 5. CertainTeed fiber cement planks shall be fastened through the
3 overlapping planks with 8d x 2-1/2" long galvanized common wire
7 - nails.
n"mncaDoa
6. The fasteners shall be placed in the overlapping area < 8" o.c.
vertically and 16" o.c. horizontally through the plywood sheathing
into the studs: Screws shall have a minimum edge distance of 3/4"
8d x 2-1/2" long galvanized common wire nails
DETAI L A fastened in the overlapping area < or = 8" o.c.
vertically and 16" o.c. through the plywood
sheathing into the studs (typ)
General Notes
1. Wall receiving Fiber Cement Planks shall be checked for structural adequacy (By Others)
2. Walls shall be weather proofed with the equivalent of 15 pound felt as described in section
2121.6.2 of the F.B.C.
Jose D. 1.9U"ei P.E. REVISION DATE BY DESCRIPTION
W 2 S.W. 129 Place
R,R,9"PPE+' C oansio2 RA BCCO 7/31/2002 REVIEW
0 04ro110e NJs I Rev. 2007 FBC
Certain%ed l:4
5
n 25, R-1
02W2 CERTAINTEED CORFORATION J 1,w Mi q.69
TITLE: FIBER CEMENT PLANK INSTALLATION DETAILS
d WOOD STUD CONSTRUCTION
0
GATE: PRAWN DV: 01l24/02 B. SHAW
SHEET:
4
OF: O DRAWING NUMBER:
SCALE. NONE
O
10SBC00164B0003-C
i
11TV1
Izu
B Studs @ 16" o.c.
Note: Plywood Fasteners not shown for clarity
77---- 17----
I II II
I I II
I I II
I I III
I----7
II
II
II
II
T-—1-T----
II II
I II
I II
I II
I-----TT--
II II I
II II I
11 II I
II II I
I
I
II
II
II
II
II
II
II
II
II
II
II
II
II
II
I
I
I
I
II
I I
II
I I
II
I I
II
I°I
I
I°
I II
I I
I
I
I
I
I
I
II
III
II
I°I
I
I°
II
I I
II
I I
I
I
I
I
I II
11— LJ LI
II
1L—
II II
L 1— JI lu11 II
L—
I
3/4" Minimum
Buildex Hi- Rock -On #9'x-2-1/4" x 0.395"' HD Edge Distance
Oslo r Istan I be ug e s rews Screws @ 16 o.c. (Typ.)
3ned in the over apping area above the top 3/4" Minimum Comer Distance
the keyway and 16" o.c. horizontally through
plywood sheathing into the studs. Fasteners
rtical spacing not to exceed 8" o.c.
5/8" CDX Grade Plywood
Sheathing Mechanically
Fastened To Studs with
8 x 1-1/4"
ftnS SFasteners (ByWeathg
Per 2121.6.2
Of F.B.C.
3-5/8" x 1-3l8" x .031"
20 Gage Steel Studs
SEE DETAIL A
5/8" COX Grade
Plywood Sheathing
Mechanically Fastened
To Studs
Weatherproofing
Per 2121.6.2
Of F.B.C.
20 Gage
Steel Studs
CertainTeed Fiber
Cement Random
Square Shapes
SECTION B-B
Product Description
CertainTeed random square material is a non -asbestos Fiber
Cement product tested in accordance with ASTM
C-1185 and meeting the requirements of the
Florida Building Code.
Plank imensions
Length Thickness
16" 4' 5/16"
Design Pressure Rating
Installation on: Design Pressure:
Steel Studs -95 PSF
Impact Resistant - Planks installed over 5/8" plywood sheathing
Installation Notes
1. All installation shall be done in conformance with
this Notice of Acceptance, the manufacturer's installation
recommendations and the requirements of the
Florida Building Code.
2. Metal studs on to which CertainTeed Fiber Cement Random
Square Shapes will be installed shall be designed by a
Registered Professional Engineer or Licensed Architect
per the F.B.C. and the requirements of this N.O.A.
3. Random Square Shapes are to be installed horizontally
commencing from the bottom course of a wall. The vertical
joints must be over framing members. Overlap dimension is 9".
4. Random Square Shapes are to be installed over 5/8" CDX grade
APA rated plywood supported by 20 gage x 3-5/8" x 1-3/8" steel
eaoot><rREW%D studs spaced a maximum of 16" o.c.
000MOYmnco& 0 5. CertainTeed Fiber Cement Random 1 s sh=
es
No 08 03" rla in planks wit ITIN Builde
0O
sAeWse 0.395" HD nosion res n
By s a placed in the overlapping area above the
top of the keyway and 16" o.c. horizontally through the plywood
sheathing into the studs. Screws shall have a minimum edge
distance of 3/4". Vertical spacing not to exceed 8" o.c.
Jos"'D.%I P.E. REVISION DATE 8V DESCRPTION
2 12S.W. 9 Rare
MW" R0&833IN
Fla. Rag.# PE 19943 1 oeizsroz RA BCCO 7/31/2002 REVIEW
Buildex Hi-L Rock -On #9 x 2-1/4" x 0.395 HD
V _ _ o 1041011081 Nis I Rev. 2007'FBC
fastened in the overlapping above the topCertainTeedFiberCementDETAILAofthekeywayand16" o.c. horizontally throughRandomSquareShapestheplywoodsheathingintothestuds
General Notes
1. Wall receiving Fiber Cement Random Square Shapes shall be checked for structural adequacy
By Others)
2. Walls shall be weather proofed with the equivalent of 15 pound felt as described in section
2121.6.2 of the F.B.C.
CertainbedCW PBcOOBGenCR
02W2 CERTAINFEED CORPORATION Jack3°n. MI ia. 49293
TITLE: FIBER CEMENT RANDOM SQUARE SHAPES INSTALLATION
DETAILS: STEEL STUD CONSTRUCTION
01/24/02 D""WNe'`B. SHAW
5 OF: VO DRAWING NUMBER.
NONE
10SBC00164B0004-C
4
d
12U"
B
Studs @ 16" o.c.
Note: Plywood Fasteners not shown for clarity
TT--- 1-r----
I II II
I I II
I 1 II
I I III
1-----r
II
II
II
II
17----
II II
I II
I II
I II
I----7T--
II II I
II I I
II I I
II I I
I
I
II
II
II
II
II
II
II
II
II
II
I
I
II
II
I
I
II 11III rJ II II II d II II I
I II I II II I II II I
I
I
I
I
II
III
II
I°I
I
I°
II
I I
II
I I
I
I
I
I
I II II II 11 II II II I t.
L L- 3/
4" Minimum B
E Edge
Distance x
2-1/2" long galvanized common wire nails Nails @ 16" o.c. (Typ.) 8
fa
of
keyway y g the
plywood sheathing into the studs. Fastener vertical
spacing not to.exceed 8" o.c. She
CDX
Grade Plywood Sheathing
Mechanically Fastened
To Studs with I Fax
1 1/4"S Fasteners (
By Others) Weatherproofing
Per
2121.6.2 Of
F.B.C. CertainTeed
Fiber Cement ' Random
Square Shapes fastened
General
Notes Irt
2
x 6 Wood Studs with a Specific
Gravity of 0.55 or More SEE
DETAIL A Grade
Sheathing
ally
Fastened Product
Description CertainTeed
random square material is a non -asbestos Fiber Cement
product tested in accordance with ASTM C-
1185 and meeting the requirements of the Florida
Building Code. Plank
Dimensions Vo1
Length Thickness 16"
4' 5/16" Design
Pressure Rating Installation
on: Desi Pressure: ; Wood
Studs '91 SF Impact
Resistant - Plan Installed over 5/8" plywood sheathing Weatherproofing
Installation Notes Per
2121.6.2 Of
F.B.C. 1.. All installatiomshall be done in conformance with this
Notice of Acceptance, the manufacturer's installation recommendations
and the requirements of the z
x s wood studs Florida Building Code. 2.
Wood studs on to which CertainTeed Fiber Cement Random CertainTeed
Fiber Square Shapes will be installed shall be designed by a Cement
Random Registered Professional Engineer or Licensed Architect Square
Shapes per the F.B.C. and the requirements of this N.O.A. 3.
Random Square Shapes are to be installed horizontally SECTION
B-B commencing from the bottom course of a wall. The vertical 8d
x 2-1/2" long galvanized common wire nails
fastened in the overlapping above the
top of the keyway and 16" o.c. DETAIL
A horizontally through the plywood_ sheathing 1.
Wall receiving Fiber Cement Random Square Shapes shall be checked for structural adequacy By
Others) 2.
Walls shall be weather proofed with the equivalent of 15 pound felt as described in section 2121.
6.2 of the F.B.C.. joints
must be over framing members. Overall dimension Is 9 . 4.
Random Square Shapes are to be installed over 5/8" CDX grade PRonucr
REVISED APA rated plywood supported by 2 x 6 wood studs with a specific complBmums"
01he smla
y cbae gravity of 0.55 or more aced a maximum of 16" o.c. 9YPAcooptimice
No*W 5. Random Square Shapes shall be fastened through the overlapping planks
with 8d x 2-1/2" galvanized common wire nails. By
6. The fasteners shall be placed in the overlapping area above the ProddCoMtop
of the keyway and 16" o.c. horizontally through the plywood sheathing
into the studs. Screws shall have a minimum edge distance
of 3/4".; Vertical spacing not to exceed 8" o.c. Jose'
D. Mill-i P.E. 10W
S.W. 129 "l R,,
R: E191 JREVISION
DATE BY DESCRIPTION C
08/29/02 RA BCCO 7/31/2002 REVIEW D
04/01/08 NJS Rev. 2007 FBC 1
CertainTeed
IS S ftR-1WZW2
CERTAINTEED CORPORATION Jackson. Michigan 4ME TITLE:
FIBER CEMENT RANDOM SQUARE SHAPES INSTALLATION O
DETAILS: WOOD STUD CONSTRUCTION DATE:
01 /24/02 o uwN BY: B. SHAW SHEET:
6 .
OF:
O DRAWING NUMBER: SCA'.
E. NONE V
10SBC00164B0005-
C
120"
B' Studs @ 16" o.c.
77-----r---- T I----77-----I----rl----77--1
II I LI II II II II I
II I II II II II II I
II I II II II II II I
II 11 II II II II II I
II I II II II II It I
II I II II II II II I
II I II II II II II I
4
II +I II II
II II II II
II !I II II
II I II II
II I II II
I I I I Iel lel
I I I Iel I"I
I I I I,I I"I
ITW Buildex S-12 #8 x 1-1/4" x 0.315 HD
corrosion resistantQribbed bugle screws
placed 4" o.c. around the perimeter of the —
soffit and intermediate wall (Typ)
CertainTeed
Fiber Cement Soffit
M=T011 A
General Notes
Product Description
SEE DETAIL A CertainTeed Soffit material is anon -asbestos fiber
Cement product tested in accordance with ASTM
1
C-1185 and meeting the requirements of the
Florida Building Code
Soffit imensions
wliafK Length Thickness.
24" 12' 5/16"
Design Pressure Rating
Installation in: Design Pressure:
Steel Studs -70 PSF
I I I Installation Notes
I I I I I I I 1. All installation shall be done in conformance with
I I I I I I I this Notice of Acceptance, the manufacturer's installation
I I I I I I recommendations and the requirements of the
I I I I I Florida Building Code. I I I I I 2. Metal studs on to which CertainTeed Fiber Cement Soffit will be
I I I I I I (
20 Gage installed shall be designed by a Registered ProfessionalIIIIIII
I I I I I I I Steel Studs Engineer or Licensed Architect per the F.B:C. and the
requirements of this N.O.A.
J JI — — — — u — — — — i "I CertainTeed Fiber 3. Soffits are to be installed over 20 gage x 3-5/8" x 1-3/8"
Cement Soffit steel studs spaced a maximum of 16" o.c.
3/4" Minimum 4. CertainTeed Fiber Cement Soffit shall be fastened with ITW
Edge Distance
SECTION B-B Buildex S-12 #8 x 1-1/4" x 0.315 ice[ corrosion resistanl3ribbed
bugle screws. J J
Screws @ 4" o.c. (Typ.) PRODUCTRevrsED 5. Fasteners shall be placed 4" o.c. around the perimeter of the
ne®p7ftvA&lbenBrida panel and intermediate wall. All joints shall be over2" Minimum Corner Distance Bmidmomm t d h II h d d" t f 3/4" dA,.,m .. o 02/3 nS s u s, screws s a ave a mlmmum a ge Is ance o an
cop a minimum clearance of 2" from the corners.
ITW Buildex S-12 #8 x 1-1/4" x 0.315" HID
corrosion resistanC)ribbed bugle screws
placed 4" o.c. around the perimeter of the
soffit and intermediate wall.
3-5/8" x 1-3/8" x .031"
20 Gage Steel Studs
1. Studs receiving Fiber Cement Soffit shall be checked for structural adequacy (By Others)
Joao D. MR—P.E. REVISION DATE BY DESCRIPTION
1 DIM2 S.W. 129 Place
Fla. Reg. N PE 13 C 08/29/02 RA I BCCO 7/31/2002 REVIEW
D 1041011,081 NJs I Rev. 2007 FBC
Certain%ed Cl 5a
WW2 CERTAINTEED CORPORATION _kaon, MlOigw 49203
TITLE: FIBER CEMENT SOFFIT INSTALLATION DETAILS
STEEL STUD CONSTRUCTION
DATE: 01/24/02 DRAWNBY:B. SHAW
SHEET:
7 OF p DRAWING NUMBER:
SCALE: NONE
V
10SBC00164B0006-C
48"
120"
B Studs @ 16" o.c.
T---7T----jjam---- 1----_rT----17-----r-I----77---7
I II !I II II II II II I
I II III II II II II II I
I II I II II II II II I
I II I II II II II II I
I II II II II II II II I
I II I II II II II II I
I II I II II II II II I
I II I II II II II II I
II I II II II bl II
II I II II II II II
II I II II II II II
II II II II II II II
II I II II II II II
I I I I°I I°I I I I I I I
I I,I I,I I I
IJ---------J-1-----1J-----1—L----J-1----11
B $-
6d x 2" long galvanized common wire nails
placed 4" o.c. around the perimeter of the
soffit and intermediate wall (Typ)
CertainTeed
Fiber Cement Soffit
DETAIL A
General Notes
3/4" Minimum
Edge Distance
Nails @ 4" o.c. (Typ.) —
2" Minimum Corner Distance
SEE DETAIL A Product Description
CertainTeed Soffit material is a non -asbestos fiber
Cement product tested in accordance with ASTM
1 C-1185 and meeting the requirements of the
I Florida Building Code
Soffit imensions
WOW Length Thickness
24" 12' 5/16"
Design Pressure Rating
Installation on: Design Pressure:
Wood Studs -70 PSF
Installation Notes
1. All installation shall be done in conformance with
this Notice of Acceptance, the manufacturers installation
recommendations and the requirements of the
2 x 6 Wood Studs Florida Building Code.
2. Wood studs on to which CertainTeed Fiber Cement Soffit will be
installed shall be designed by a Registered Professional
Engineer or Licensed Architect per the F.B.C. and the
CertainTeed Fiber requirements of this N.O.A.
Cement Soffit 3. Soffits are to be installed over 2 x 6 wood studs with a specificTT° I RFrTIONI B-B gravity of 0.55 or more spaced a maximum of 16" o.c.
6d x 2" long galvanized common wire nails
placed 4" o.c. around the perimeter of the
soffit and intermediate wall.
2 x 6 Wood Studs with a
Specific Gravity of 0.55 or More
1. Studs receiving Fiber Cement Soffit shall be checked for structural adequacy (By Others)
4. CertainTeed Fiber Cement Soffit shall be fastened with 6d x 2"
long galvanized common wire nails.
5. Fasteners shall be placed 4" o.c. around the perimeter of the
as m00Yka mevdmpanelandintermediatewall. All joints shall be over
n N. Od oil ,per studs, screws shall have a minimum edge distance of 3/4" and
3
sly
nom,ac®em
minimum clearance of 2" from the corners.
Jo"a'D. Mi"'i PE REVISION DATE BY DESCRIPTIONOS42S. W. 129 Place
I.. R,E1599a3 C 08/29/02 RA I BCCO 7/31/2002 REVIEW
D 104101/081 NJS I Rev. 2007 FBC
CertainTeed Cl r BW
C2W2 CERTAINTEED CORPORATION Je ., Mff ig-49M
TITLE: FIBER CEMENT SOFFIT INSTALLATION DETAILS
p WOOD STUD CONSTRUCTION
DATE: 01/24/02 °RAWNBY B. SHAW
SHEET:
8
OF: 8 DRAWING NUMBER:
SCALE. NONE
10SBC00164B0007-C
M
s'
N
v Y •
e
3JaL(
rt I N T E R !,F A T T O N -A L
4621 192nd STREET EAST TACOMA', WA 98446
PREMIUM LIPLITE'
FIBERGLASS DOOR
INSWING / OUTSWING NOWIMP
cr GENERAL
iyOTES t
This product has been evaluated and is in compliance with the 2007 Florida Building Code FOCI
structural requirements including4he High Velocity Hurricane Zone" (HVHZ). 2.
Product anchors shall be as listed and spaced as shown on detoifs. Anchor embedment.to base
material shall be beyond wall dressing or stucco. 3.
When used in the''H VHT' Ihis product is required to be protected with on impact resistant covering
that complies with'Section 1626 of the 2007 FBC. 4.
When used in areas outside of the "HVHT'regWring wind borne debris protection this product
is required to be protected with on impact resistant covering that complies with Section
1609. i.2 of the FBC. 5.
For Z( stud framing construction, anchoring of these units shall be the same os that shown for2x
buck masonry construcfton. 6. "
Site conditions that deviate from the details of this 'drow ng require further engineering analysis
by a licensed engineer or registered architect. 41
Outswing configuration using threshold item #25'meet woferinfilfrationrequirements for. HVHZ"
8.
inswing configurations and, outswing configuration using threshold item #27 do not meet the
water infiltration requirements for the "HVHZ" and shall be installed only in non -
habitable areas or at habitable locations protected,by on "overhang orcanopy such that the
ongle between the edge of canopy or overhang to: sill is less than 45 degrees. TABLE OFCONTENIS
SHEET# DESCRIPTION
Typical elevolions,
design pressures & general notes 2 Door
panel construction details d glazing details 3 Horizontal
cross sections 4 Vertical
cross sections 5 Buck
and frame anchoring , 2X buck masonry construction 6 Frame,
onchoring • i X buck masonry construction 7 Components
8 Sol
of materials a €N
z a
a
37.
5a'
MAX: CA, u m FRAME WIDTH
s I
is
0
O
MAX
dESrGN
PRESSURE (PSFj SWING_ DIMENSfON.`
ryP1 x POSITIVE NEGATtVEO INSWING 37.
S0" x 81.88" 47.0 47.0 GT' OWTSWING
37.
50" x 80.75" 47.0 47.0 N. T.
en WWH
vnK nog
FL-11165.
1 Er —L
of. 8
PVC STILE CAP 39 G1
EXTERIOR ;LOCK BLOCK 39 . PVC STILE CAP
3 S:s9 ,3•
35.75' MAX,
PANEL WIDTH
21,OG, I
MAX. D.L.O.
l
t
v
Ow
0
0.
g
i
SEE
DETAIL I
n
h
T PREMNM LIPLBE HBERGLASS DOOR.
DETAIL I
3f
nTERIOR 31 LVLSTILE
1 HORt20NTAL CROSS SECTION
30
1
O_
T-I/ ' rI 0:16"'
1
i 0.3T"
32 kINGE S_iiLE 5',GLASS BYTE
O t"O:A.-THKGLASS
1/8" TEMPERED
T— GLASS,
AIRSPACE
I _ I
1/8"TEMPEREDf
GLASS
40 42
6.1
g'
4S
G1 G1A2ING DETAIL
30 IATCH SiiIE
EXTERIOR
q O.p
8 Z
YP
Z. c g pyy 8: rrYa
m-Y v
3Y
INTERIOR Eggz
o
a
of a E
LVI
RAIL
mm
PVC
COMPOSITE / n DAM 5 09 08
RAIL N.T.S.
mvc: erd w o
ew ¢r: WWH i
2 VERTICAL CROSS SECTION, DMWINC °
2 FL— 11165.1
a+eer a:
1-114"MIN- je4 EMB,
0 o
E z4 P -0
F7
2
INTERIOR
t,
2 t
3
3
A'
00
EXTERIOR
1/4"muN.
EMB, [TYP-j — EQj < EMB, (TYP.)
r3"\ HORIZONTAL CROZ SECTION N
Shown wl'IX sub -buck substituting
4 4., concrete screws for wood sCrews per cx4Seciio:n 1714.5.4,2 of the FBC
CL
0. 15"
CSINK CSINK
0 @ TYP.) 0
Z Z
5 2 Z 0
LnINTERIORINTERIORGz
D7712
Z. 0
z
EXTERIOR23 ,
u
11 26 EXTERIOR
D 24 5/09/08
18 sams: N.T.S.
Dm Dy. yv—
MOL ay_- WWH
HORIZONTAL CROSS SECTION. HORIZONTAL CROSS SECTION MWXGND—
swin, sohown FL-1InshgPrOOPIOVed
star r -3 OF
I" MIN. FROM I" MIN, FROM
MASONRY EDGE MASONRY EDGE
TYP.) fTYP.)
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
4 Dutswing shown
Inswing also approved
2.1 J2"MIN. FROM 2.1 /2" MIN: FROM
MASONRY'EDGE— —MASONRY EDGE
TYP.) (TYP.) }
n{
d q wC U (L 0
EXTERIORINTERIOR l 2
VERTICAL CROSS SECTION Shown
w/I X:sub buck substituting concrete
screws for Woad sciews per Section
1714.5.4,2 of the FBG INTERIOR
VERTICAL
CR05S SECnONVERflCAL CROSS SECTION 4Oufswingconfigurationsee
general notes. sheet I 4 Inswing configurat on for '
HVHPwater infiltration see general notes. sheef 1 requirements
far "HVHI" woler infiltration requir6r4&
nts v
z0
TFFwif
a
m
50908
i Yv
o mG
No.: C. FL-
1 1165_1 0 0
Er
4 of
2X BUC
IMASONIOPENIN
SUCK -ANCHORING
it
f
JfQii
r
t
nI
i
SEE
HINGE
DETAIL
SEE HINGE.
DETAIL 1
HINGE JAMB
TY
JAA
i
2X BUCK
DOOR J
FRAME
MASONRY
OPENING
Masonry 2X buck construction
NOTES:
1, 114" Nco Concrete screws anchoring 2x buck requVe a minimum 1"cfeararice to masonry edges. a 1-114" minimum
embedment and d,minimum 4"Oborance fo adjacent concrele screws. Substitution of equal concrete screws from a ditlerenl
supplier may hove different edge distance'pnd`centerdistonce requirements. Concrete screw Jacations of the Cornets may
adjusted to maintain the minimum edge distance to motor Joints. if concrete screw tocotions noted as "MAX. ON CENTER" must
be'odjusted to maintain the minimum edge distance to mortar joints. additional concrete_ screws may be. required to: ensure
the maximum on center dimension is not exceeded.
e (TYP.j
STRIKE JAMB'
HINGE DETAIL 1
r W 0 yy
O.p w Z Z
0:HmdS;
z° o
a ma° c
e
r '
c
z0
MIKE PLATE DETAIL' -. W 5
O
U
rI.
LZ
L W
g1 4
HINGE DETAIL 2
Lt: N.T.S.
o. ell. YV-
er. WWH
xmc wa:
FL- 11165.1.
L'T _5- or
t
Y
f i
i
SEE
HINGE
DETAIL
NOTES
SEE HINGE
DEAR 1
HINGE JAMB
6" {TYP j
TYP.
JAMBS
D
SEE NOTE 1
1 X BUCK.
frfi
DOOR
FRAME v
p
MASONRY
OPENING
a
FRAME ANCHORING
Masonry I X buck construction
114" fTw concrete screws anchoring frame and/or sin require o minimum 2...IIZ, clearance to mosonry edges, d I-1/4 minimum
embedment and 6minimum 3"cleoronce to.odjacent concrefe'scre- Substitution of equalconcret@screws from o different
supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers maybe
adjusted to mointoin the minimum edge.dislance to mortorioints, if concrete screwlocations noted as "MAX. ON CENTER "must b7a adjusted
to maintain the minimum edge distance to mortarioints. additional concrete screws ropy be required to ensure the maximum
on center dimension is not exceeded; 2.
3/16" 1TW concrelescrews anchoring frame .rind/or silt require a minimum2-5/8" clearance to mdsonry edges, o f. f/4" minimum embedment
and a minimum -2.1/4" cleoronce to adjacent concrete screws unless otherwise noted by concrete screw mcnutocturer. STRIKE
JAMB SEE
t SEE
SEE
e
z
co r W
i
n YT.,
pa .
r
u d
STRIKE
PLATE DETAl1 5' IEo
zC, m
x
D
U OwO.
en YV HINGE
DETAIL 1 HINGE DETAIL 2 cm. By: WVAf DRAWM
M:. FL—
11165.1. L ..
m.
m—
I r
N-
tav
1_ OUTSW7 G THRESHOLDvlii—gn tlo m o—plion
Or,YZSIDEB HEADJAMBS
5.67'
I
h
INSWING THRESHOLD5
a.ST —I
Ilf
r
WING iHRESHO[p
y.
yF
8 H
o
s
ALI
4l O
aSILUXY. Moir
SIUXEY. LE" FT - SCALE I= psoeHOMS
4.56"
t.22" 4.56"
J J+—
zzo
N
S]
O Q O O O O
Sc ;
F
S111 1 ETAiLI a19OpNond
W
o
z
z u°
DA
FL-11165.1
m
R
W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Report No.:
Date:
Product Category:
Product sub -category:
Product Name:
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
FLA366.1 R2
July 10, 2008
Exterior Doors
Swinging Exterior Door Assemblies
Premium Opaque Fiberglass
Inswing/Outswing
Impact"
Manufacturer: Trinity Glass International
4621 192nd St. East
Tacoma, Washington 98446
Phone 235-875-7300 Facsimile 235-875-7301
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W.
Haney, P.E. (System ID # 1993) for Trinity Glass International based on Rule Chapter No. 9B-
72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs -
Florida Building Commission.
PF742
RW Building Consultants and Wendell W. Haney, 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.
This product has been evaluated for use in locations adhering to the Florida Building Code
2007 Edition)
See Drawing No. FL-4366.1 prepared by R W Building Consultants, Inc. and signed and sealed
by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters.
Wendell W ney E.
FL No. 158
July 14, 2008
Sheet I of 3
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
FBC) structural requirements excluding 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 areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact
resistant covering. This product meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E1996.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-4366.1 require further
engineering analysis by a licensed engineer or registered architect.
6. See drawing FL-4366.1 for size and design pressure limitations.
Wendell W. y, .B.
FL No. 5 5
July 14, 2008
PF742 Sheet 2 of 3
Supporting Documents
A Drawing
1. Drawing No. FL-4366.1 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
Wendell W. Haney, P.E.
B Tests
1. Testing per ASTM E330-02 as performed by Testing Evaluation Laboratories, Inc. and
reported in test report TEL # 05-04i8=1, signed by Wendell W. Haney.
2. Testing per ASTM E283-02 as performed by Testing Evaluation Laboratories, Inc. and
reported in test report TEL # 05-0418-1, signed by Wendell W. Haney.
3. Testing per ASTM E1996/1886-02 as performed by Testing Evaluation Laboratories, Inc.
and reported in test report TEL # 05-0418-1, signed by Wendell W. Haney.
4. Testing per AAMA/WDMA/CSA101/I.S.2/A440-05 as performed by Testing Evaluation
Laboratories, Inc. and reported in test report TEL # 08-01370021, signed by Wendell W.
Haney.
C Calculations
1. Product anchoring for tested specimens is in accordance with manufacturer's published
recommendations as substantiated by tested specimens reported in test report TEL # 05-
0418-1 and TEL # 08-01370020. Additional product anchor analysis for loading conditions
prepared, signed and sealed by Wendell W. Haney, P.E.
2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W.
Haney, P.E.
D Other
1. Certificate of Participation issued by National Accreditation and Management Institute,
certifying that Trinity Glass International is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
Wendell W an , P.E.
FL No. 1
July 14, 2008
PF742 Sheet 3 of 3
Feather River Door Company Page 1 of 4
Uj FLORIDA STATE PRODUCT APPROVAL
Configuration9 Product Description)
Glazing
2Type
Impact
HVH2"
Inswing. Outswing
Approval Documents
FL Product
DP DP DP DP Approval#
6'8" Opaque Fiberglass "Impact" Door O Yes n/a n/a 65 65
Evaluation Installation
7964_R2.1ReportDrawings
go 6'8" Opaque Fiberglass "Impact" Door with
Impact"
O Yes n/a n/a 60 60
Evaluation Installation
7964_R2.2
K"
Flush Glazed Sidelite (CHS) Report Drawings
6'8" Opaque Fiberglass "Impact" Door with
Impact" O Yes n/a n/a 60 60
Evaluation Installation
7964_R2.4
I,Ot Flush Glazed Sidelites (CHS) Report Drawings
6'8" Double Opaque Fiberglass "Impact" Door O Yes n/a n/a 60 60
Evaluation Installation
7964_R2.6
CI Report Drawings
Evaluation of Equivalence of ASTM-84-05 to ASTM-84-04
Evaluation
Report
6'8" Flush Glazed Fiberglass "Impact" Door G Yes n/a n/a 60 60
Evaluation Installation
7960_R3.1
Report Drawings
6'8" Flush Glazed Fiberglass "Impact"
3/4 Oval Door G Yes n/a n/a 75 75
Evaluation
Report
Installation
Drawings
7960_R3.1
6'8" Flush Glazed Fiberglass "Impact" Door with
Impact"
G Yes n/a n/a 60 60
Evaluation Installation
7960 R3.23FlushGlazedSidelite (CHS) Report Drawings
max
6'8" Flush Glazed Fiberglass "Impact" Door with
Impact"
G Yes n/a n/a 60 60
Evaluation Installation
7960_R3.4FlushGlazedSidelites (CHS) Report Drawings
6'8" Double Flush Glazed Fiberglass "Impact" Door G Yes n/a n/a_ 55 55
Evaluation
Report
Installation
Drawings
7960_R3.6
Evaluation of Equivalence of ASTM-84-05 to ASTM-84-04
Evaluation
Report
Configuration Product Description)
Glazing
2Type
Impact
Inswing Outswing
Approval Documents
FL Product
Approval # DP DP DP DP
I` 6'8" Opaque Premium Fiberglass. Door O Yes 75 75 _ 75 75
Evaluation Installation
4366_R2.1IlReportDrawings
68" Opaque Premium Fiberglass Doorpg O Yes 50 / 60" 50 / 70' 50 / 60" 50 / 60` Evaluation Installation
4366_R2.6
s,a with Sidelite CHSCHS) Report Drawings
l - 6W Opaque Premium Fiberglass Door
O Yes 55 55 55 55
Evaluation Installation
4366_R2.2
t30
baa
with Sidelite (BSA) Report Drawings
http://www.featherriverdoor.com/resources/testData.htm] 11 / 1 /2010
L
Feather River Door Company Page 2 of 4
s
6'8" Opaque Premium Fiberglass Door
O Yes 50 / 60" 50 / 70" 50 / 60" 50 / 60" Evaluation Installation
4366_R2.7
Vj11 ;; with Sidelites CHS Report Drawings
j 6'8" Opaque Premium Fiberglass Door.
O Yes 55 55 55 55
Evaluation Installation
4366_R2.3withSidelites (BSL) Report Drawings
2; 6'8" Double Opaque Premium Fiberglass Door O Yes 55 55 55 55
Evaluation Installation
4366_R2.4
fl Report Drawings
i)
G' ff-16. 6'8" Double Opaque Premium Fiberglass Door
with Sidelites (BSL) O Yes 55 55 55 55
Evaluation Installation
4366_R2.5
Report Drawings
Requires use of sill anchors
6'8" Glazed Premium Fiberglass Door G No 47 47 47 47
Evaluation Installation
Report Report Drawings
68" Glazed Premium Fiberglass Door
G No 47 47 47 47
Evaluation Installation
11165.2gwithSidelite(CHS) Report Drawings
6'8" Glazed Premium Fiberglass Door
G No 47 47 47 47
Evaluation Installation
11165.3withSidelite (BSL) Report Drawings
i 6'8" Glazed Premium Fiberglass Door
G No 47 47 47 47
Evaluation Installation
11165.4fr ( with Sidelites CHS Report Drawings
68" Glazed Premium Fiberglass Door
G No 47 47 47 47
Evaluation Installation
11165.5withSidelites (BSL) Report Drawings
6'8" Double Glazed Premium Fiberglass Door G No 47 47 47 47
Evaluation Installation
11165.E
Report Drawings
tt 6'8" Double Glazed Premium Fiberglass Door
G No 47 47 47 47
Evaluation Installation
11165.7
t with Sidelites BSL BSL) Report Drawings
Evaluation of Equivalence of ASTM-84-05 to ASTM-84-04
Evaluation
Report
Configuration Product Description)
Glazing
ZType
Impact
Inswing Outswing
Approval Documents
FL Product
DP DP DP DP Approval #
l 8'0" Opaque Premium Fiberglass Door O Yes 70 70 70 70
Evaluation Installation
5750_R1.1
Report Drawings
Boil! 8'0" Opaque Premium Fiberglass Door
O Yes 47 47 47 47
Evaluation Installation
5750_R1.2
fl fl with Sidelite (CHS) Report Drawings
i 8'0" Opaque Premium Fiberglass Door
Sidelites O Yes 47 47 47 47
Evaluation Installation
5750_R1.3
I) with (CHS) Report Drawings
L 8'0" Double Opaque Premium Fiberglass Door O Y2S 40 40 40 40
Evaluation Installation11174.13
Report Drawings
a' 8'0" Double Opaque Premium Fiberglass Door
O Yes 40 40 40 40
Evaluation Installation
11174.14withSidelites (BSL) ortpRe Dasginwr
http://www.feathem*verdoor.com/resources/testData.html 11 / 1 /2010
Feather River Door Company Page 3 of 4
8'0" Glazed Premium Fiberglass Door
8'0" Glazed Premium Fiberglass Door
with Sidelite (CHS)
8'0" Glazed Premium Fiberglass Door
with Sidelite (BSL)
8'0" Glazed Premium Fiberglass Door
with Sidelites (CHS)
8'0" Glazed Premium Fiberglass Door
with Sidelites (BSL)
8'0" Double Glazed Premium Fiberglass Door
f 8'0" Double Glazed Premium Fiberglass Door
with Sidelites (BSL)
Evaluation of Equivalence of ASTM-84-05 to ASTM-84-04
Transom/Fixed LiteI
Configuration Product Description)
i 6'8" Flush Glazed Fiberglass Door
6'8" Flush Glazed Fiberglass Door
with Sidelite (CHS)
6'8" Flush Glazed Fiberglass Door
with Sidelites (CHS)
6'8" Double Flush Glazed Fiberglass Door
1 BSL = Boxed Sidelite, CHS = Continuous Header and Sill
2 O = Opaque, G = Glazed
G No 47 47 47 47
Evaluation Installation
11174.1
Report Drawings
G No 47 47 47 47
Evaluation Installation
11174.2
Report Drawings
G No 47 47 47 47
Evaluation Installation
11174.3
Report Drawings
G No 47 47 47 47
Evaluation Installation
11174.4
Report Drawings
G No 47 47 47 47
Evaluation Installation
11174.5
Report Drawings
G No 40 40 40 40
Evaluation Installation
11174.6
Report Drawings
G No 40 40 40 40
Evaluation Installation
11174.7
Report Drawings
Evaluation
Report
G No 65 65
Evaluation Installation
5016_R1.1
Report Drawings
Glazing Inswing Outswing FL Product
2Type
Impact
DP DP DP DP
Approval Documents
Approval#
O No 60 60 60
O No 60 60 60
O No 55 60 55
70
Evaluation Installation
Report Drawings
6379—R1-1
60
Evaluation Installation
6379 R1.2
Report Drawings
Evaluation Installation
60
Report Drawings
6379 R1.4
55
Evaluation Installation
6379_R1.6
Report Drawings
jx" hIi
Installation Instructions
Testing and Certification:
1. Testing for the above doors were performed by an independent and IAS accredited laboratory - Testing Evaluation Laboratories Inc. and the products have been approved
http://www.featherriverdoor.com/resources/testData.html 11/1/2010
Feather River Door Company Page 4 of 4
in such high wind velocity areas as the states of Florida and Texas. For other high wind velocity areas, the above products complies with the IRC and IBC requirements as
referenced above. Testing were performed per ASTM E283, ASTM E330, and ASTM E1886/1996 for the Impact resistant opaque doors. The Non -impact glazed doors were
tested per ASTM E283, ASTM E330. For Miami -Dade, the Non -impact doors were tested per TAS 202. In addition to the anchoring fasteners, Grade II Latch and Deadbolt
was used for the tests.
2. Feather River Doors® participates in a quality assurance program through National Accreditation and Management Institute, Inc. (NAMI) and our certified products are
listed in the NAMI product directory.*
Feather River Doors are products of Trinity Glass International.
Websites:
Florida Building Code Approvals: www.floridabuilding.org; Go to Product Approvals, Then go to "Find a Product or Application", Search Criteria: FL # show above or under
Manufacturer - Find Trinity Glass International; This will show our Product Evaluation and Install Instructions
Miami -Dade Approvals: www.miamidade.gov/buildingcode/ ; Go to "Search Approved Products", Then to Product Seach Application, Then Search by NOA# shown above;
NOA= Notice of Acceptance
Feather River: www.featherriverdoor.com; Go to Resources, Then Performance Data
http://www.featherriverdoor.com/resources/testData.html 11 /1 /2010
111111Hill a>I 10110MIN moo 11moo 11InNMI 1111 Permit No. Tax Folio
No. t-
0 NOTICE OF COMMENCEMENT State
of Florida County
of Seminole The
undersigned hereby gives
notice that improv will be made to
certain real property, and in acco with Chapter 713, Florida
Statutes, the following information is provided in
this Notice of Comme iption of property: (legal
description Qf the property, and street ddress if available) MRRYRNNE MDRSE, CLERK OF
CIRCUIT COURT SEMINOLE COUNTY BK 07476
Pg 03301
Qpg) CLERK'S # 2010129439 RECORDED
11/08/8010
12t11:3L PH RECORDING FEES 10.00
RECORDED BY T Soith
General description of improv
ment: 3 O ct-u `l`NX`n+ r3 Owner information: e: -
t, o Address: . -- b. Interest in
property:
c. Name and address
of ee simple titleholder (if other than Owner): Name: Address 4. Contract c.
Address:
5. Surety
Address: b.
Amount 6.
Lender:
Address: b.
Lender's
7.
a. Person provided
b Address: Contract(
N y
Name:
LPA
Phone
number: -
Name_ --jwt of bond: _
ame: yN—
phone number:
s within
the State
of Florida designated by Owner upon whom notices or other documents may be served as. Section 713.13(1)(
a)7., Florida Statutes: Name: 6.a. In addition
to himself or herself, Owner des Lienor's Notice as
provided in Section 713.13(1; b. Phone number of
person or entity designated 9. Expiration date of
notice of commencement date is specified) to
receive a copy
of the Florida Statutes. owner: e
expiration date
is
1 year from the date of recording unless a different of WARNING TO OWNER:
ANY
PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF na of Owner or,
Owner'eAuthorizedlOfficer/Direct e foregoing instrument was
acknowledged before authority.... e.g. officer„
trustee, attorney in fact) f Signature of Notary Public
Personally Known OR Produced
Id( Verification pursuant to Section
92.525, Florida tie facts stud in
it are true to the best of my kn GyA. &,,L.,v) artner/
Manager Signatory's
Title/Office this day of i
at,, (yqaorS ',by (name of person) as •("'of name of p on
behalf of hom 'Wstrument was executed. t,. . a DIANA WRZON v o'
MY COMMISSION # DD 668720 ,
c SEAL) , a_ EXPIRES: May
26,
2011 I Banded Thru Notary
PubAc Underwrkers ^ ? PC Ail lucil Jon
Irma s: Underpenalties of
perjury, I declare that I have read the foregomgind'fl at:' e and belief. w
ALgrialure of Natural Peron
Signmj 1tbov rI IU > >r fir,, • ..,;
r a-r.rwG sY: Rev. date 3/2008cJAiIE _..... SQ,
6.a. In addition
to himself or herself, Owner des Lienor's Notice as
provided in Section 713.13(1; b. Phone number of
person or entity designated 9. Expiration date of
notice of commencement date is specified) to
receive a copy
of the Florida Statutes. owner: e
expiration date
is
1 year from the date of recording unless a different of WARNING TO OWNER:
ANY
PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF na of Owner or,
Owner'eAuthorizedlOfficer/Direct e foregoing instrument was
acknowledged before authority.... e.g. officer„
trustee, attorney in fact) f Signature of Notary Public
Personally Known OR Produced
Id( Verification pursuant to Section
92.525, Florida tie facts stud in
it are true to the best of my kn GyA. &,,L.,v) artner/
Manager Signatory's
Title/Office this day of i
at,, (yqaorS ',by (name of person) as •("'of name of p on
behalf of hom 'Wstrument was executed. t,. . a DIANA WRZON v o'
MY COMMISSION # DD 668720 ,
c SEAL) , a_ EXPIRES: May
26,
2011 I Banded Thru Notary
PubAc Underwrkers ^ ? PC Ail lucil Jon
Irma s: Underpenalties of
perjury, I declare that I have read the foregomgind'fl at:' e and belief. w
ALgrialure of Natural Peron
Signmj 1tbov rI IU > >r fir,, • ..,;
r a-r.rwG sY: Rev. date 3/2008cJAiIE _..... SQ,