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HomeMy WebLinkAboutPRODUCT APPROVAL1212812018 Florida Building Code Online
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-- — BC1S'Home- —Log in—UserReg&tmban—HaLToplos_ Submit. Surrharge_Stats&Facts Publications Contact Us SCLS See Map Unks Search
Florida
a. Loor
` Product Approval
a USER: Publi<User RECEIVED
Prmuct AUMy.A Menu > ProEuct LApplication Snarcn > ABOGraUon List > AppUWtion Detan
^� `l FL # FL22202-R3 DEC 2 B 2019
Application Type Revision BT, Lucie County, Permitting
Code Version 2017
Application Status Approved
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certlflmtlon Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
public comment:Door frame Jamb and header size, joint is not dear. How
the frame Is attached to substrate is not dear.11/08/18
Tuff Shed, Inc
1777 South Harrison Street
Suite 600
Denver, CO 80210
(303) 474-5524
licenses@tuffshed.com
Tom Saurey
licenses@tuffshed.com
Patrick Kessler
1777 S Harrison Street
Denver, CO 80210
(303) 753-8833 Ext 5617
pkemler@tuffshed.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
Window and Door Manufacturers Association
Window and Door Manufacturers Association
Standard
ASTM E330
TAS 202
scp'weD
Y Gountl
St u�Be
Year
2014
1994
File Copy
Product Approval Method
Method 1 Option A
12128/2018
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
I
Florida Building Code Online
09/20/2018
09/24/2018
10/02/2018
FL #
Model, Number or Name
Description
22202.1
Side -hinged Wood Shed Door
(Outswing - Double Door)
Side -hinged Wood Shed Door (Outswing - Double Door)
Maximum Size 80.25" wide by 84" high
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL22202 R3 C CAC TUFF456CCL Ddf
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
06/14/2028
Design Pressure: +42/-42
Installation Instructions
Other: Structural only
FL22202 R3 Ii AP-FL-PGEN-03 (Double Door),p-q(
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202.2
Side -hinged Wood Shed Door
Side -hinged Wood Shed Door (Outswing - Double Door) HVHZ
(Outswing Double Door) HVHZ
Maximum Size 80.25" wide by 84" high
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL22202 R3 C CAC 1VFF456CCL.Rd
Quality Assurance Contract Expiration Date
06/14/2028
Design Pressure: +54/-54
Installation Instructions
Other: Structural only
FL22202 R3 11 AP-FL-PGEN-03 (Double Door - HVHZ),Rdf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202.3
Side -hinged Wood Shed Door
Side -hinged Wood Shed Door (Outswing - Single Door)
(Outswing Single Door)
Maximum Size 56" wide by 83.75" high
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL2Z202 R3 C CAC TUFF456CCL R41
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
06/14/2028
Design Pressure: +42/-42
Installation Instructions
Other: Structural only
FL22202 R3 II AP-FL-PGEN-02 (,5L(r gle Dcor),pQf
Verified By: Window and Door Manufacturers Association
Created by Intlependent Third Party:
Evaluation Reports
Created by Independent Third Party:
22202.4
Side -hinged Wood Shed Door
Side -hinged Wood Shed Door (Outswing - Single Door) HVHZ
(Outswing Single Door) HVHZ
Maximum Size 56" wide by 83.75" high
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL22202 R3 C CAC TUFF456CCL odff
Quality Assurance Contract Expiration Date
Impact Resistant: N/A
06/14/2028
Design Pressure: +54/-54
Installation Instructions
Other: Structural only
FL22202 R3 li AP-FL-PGEN-02 (Ingle Door- HVHZ),odf
Verified By: Window and Door Manufacturers Association
Created by independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Bac' the#
Contact Us :: 201 Blair Stone Road. Tallahassee FL 323" Phone: 8504187,1624
The State of Florida is an AA/EED employer. [opgnght 200]-2013 State of Fledde.:: N.cv StaMment :: AccessiblliN Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contad the office by phone or by traditional mail, if you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1),
Flodda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addrea If May have one. The ema is
provided may be used for official communication with the licensee. However email addresses are public record. If you do hot wish to supply a personal address, please
provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick ham.
product Approval Ameptst
i 6laU
12/28/2018 Florida Building Code Online
Credit Card
Sate
E INSTRUCTION 01 'ROUGH #4 ARE TO BE
FORMED IN FACTORY.' INSTRUCTION 051S TO BE
FORMED ON JOB SITE SEE DETAIL W-
FOR INSIDE VIEW
ATTACH ITEM 1pllfi'iORFR FRAME
WOOD SHEATHING) OF ASSEMBLY
TO ITEM 2 (STEEL DOOR FRAME-1.. AND
WITH
AT ITEM 3
END 2'SCREWS)@8CHANNEL AS
3
AT EACH END OF EVERY STEEL CHANNELAS SHOWN 4
IN DETAIL'B'.
ATTACH ITEM 4(3/8' MARTSIDEEXTERIOR /
ENGINEERED WOOD SHEATHING)TO ITEM 2(STEELR
DOOR FRAME -1-12' CHANNEL) WITH REM 3 (#8 x 1-1/2 �• `
SCREWS) ®6. O.C. AND (2) SCREWS AT EACH END OF '
EVERY STEEL CHANNEL AS SHOWN IN DETAIL W. �• I.
ATTACH ITEM 5 (DOOR TRIM) TO REM 4 (3/8'
SMARTSIDE EXTERIOR ENGINEERED WOOD
SHEATHING) WITH EXTERIOR GRADE CONSTRUCTION 8
ADHESIVE AND ITEM 6 (NAILS) @ 6. O.C. AND (2) NAILS
AT EACH END OF EVERY TRIM PIECE AS SHOWN. /
ATTACH ITEM 15(HINGES) TO DOORASSEMBLYWITH 7
ITEM B (#8 X 2-1/4- SO DRIVE WOOD SCREWS) AT
LOCATIONS SHOWN ON SHEET 4. (3)SCREWS PER
HINGE.
INSTALL OUTSIDE HANDLE (COMPONENT OF ITEM #7)
TO THE DOOR ASSEMBLY WITH (2) ITEM 8 (#8 x 2414
SQUARE DRIVE SCREWS). INSTALL CAB LATCH
(COMPONENT OF ITEM #7) TO THE DOORASSEMBLY
WITH (4) #S x 2-1/4 SQUARE DRIVE SCREWS. ATTACH 5
INSIDE HANDLE (COMPONENT OF ITEM #7) AND
SECURE WITH WASHER AND NYLOC ON HANDLE
SHAFT (COMPONENT IS OF ITEM #7). SEE DETAIL'W. O
9
FXPI nDFn DDOR AARFMRI V
PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW
HANDLE DETAIL
2 _.,
TUFF SHED OdoCustomer. OBwn BY•PK
koTage Buildings & Gazages Site Address: Dale: 5/24118
TUFF SHED, INC. Checked By.
Bulldln9 Dale:
tle Scale: N.T.S.
DETAIL'B'
I
DOOR HANDLE AND STRIKE
PLATE ATTACHMENT
SIERRA PACIFIC PART #390209
INSTALL DOOR HANDLE USING #8 x 2-1/4'
SQUARE DRIVE WOOD SCREWS. ATTACH
SINGLE DOOR ASSEMBLY STRIKE PLATE WITH f2)08 x 2'SQUARE
O
3 OP VIEW DRIVE WOOD SCREWS. SCREWS TO BE
LOCATED AS SHOWN.
INSIDE /
AN CAB LATCH
NYLOC #gx2.1/4'SQUARE
WASHER DRIVE SCREWS
DETAIL'A'
R TUFF SHED HINGES
EACH HINGE WITH()
#8 x 2-1/4' SQUARE
DRIVE WOOD
SCREWS. HINGES TO
BE LOCATED AS
SHOWN.
4 HINGE ASSEMBLY DETAIL
FRONT VIEW
THESEDRAWINGS AND THE
UIfAWIN(iS tlY:
TITLE
ORAWINGNO.
DESIGNARE THE PROPQiTV
TT IRF jJ�f(`
OFTUFFSHEo,INC. THESE
ORAWING9 ARE FORA
•S`j-jjln
4'(4067)DOORASSEMBLY
AP-FL-PG0NO2
BUILDINGTO BE BUPPUEO
ANo BIIRTaYTUFFSHED.
ANY OTHER USE IS
FORBIDDEN BVTUFF SHED
�p,P,p Bso:.olwso-le
to ertek w,c W14128
IN HOUSE DRAFnNG DEPARTMENT
1777 S. HARRISON STREET'
DENVER, COIAAAD060210
AND INSTALLATION
01
SNEET
303 753-TUFF
,INC &THE ENGINEER OF
RECORD
TsisxFn oc. AssNE4NLxF5POM.sl,wrvfox
SHMM.,oF�,Fs�pwwwo umnE
.VCR 1 nC o
INSTALLATION INSTRUCTIONS;
1. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES TO WALL PANEL ASSEMBLY
WITH ITEM I9(#8X2-1/4' SO DRIVE WOOD SCREWS) AT LOCATIONS SHOWN. (4)
SCREWS PER HINGE.
2. ATTACH ITEM 18 (STRIKE PLATE) TO ITEM 18 (TRIMMER STUD) WITH (2) ITEM 19 (#B
X 2-1/4' SO DRIVE WOOD SCREWS) AT LOCATION SHOWN.
PARTIAL EXPLODED PARTIAL ASSEMBLY
6 OUTSIDE VIEW O OUTSIDE VIEW
CRIPPLES
OPTIONAL HEIGHT
CONFIGURATION
$ PARTIAL ASSEMBLY
INSIDE VIEW
TUFF SHED Ober#. PO# THESEDRAWNGSAND HE DRAWINGS BY: TITLE DRAW NO NO.
OESIGNARETHE PROPERTY TUFF SHED, INC.
Cust mer Drawn By: PK OFTHFF SHED. INC. THESE AP-FL-PGEN-02
StoTa a Buildin S &Gars e8 Date: 5/24/18 DRAWINGS ARE FORA 4' A087) DOOR ASSEMBLY
B B 6 Slie Atltlress: BUH-DINGTOBESUPPDED IN HOUSE DRAFTING DEPARTMENT
TUFF SHED, INC. ANDSWLTBYTUFFSHED. I777 S. HARRISON STREET AND INSTALLATION REV -LEVEL 01
Date: Checked ANY OTHER USE I3 c Issox.ox�so-re DENVER, COLORADO 80210
FORBIDDEN ENGINEER
SHED ulte(tC`k me: osnane SHEET 2
Date: (303) 753-TUFF
Building Slxe;vmm.u:mx.mmin.®n. RECORD.
ENGINEER OF -r-v_ 1VeYnIkJW i P-..0 �. Stale: N.T.S. RECORD' cm. FxxrKM ?Emu,w—um SHEET 2 OF 3
(6 5/16)
OTUFF SHED HINGE
VENDOR: SIERRA PAC
-ry PART#HTH6D99
r-
5 15 16 DOORTRIM
VENDOR: LOUISIANA PACIFIC
0®
OTUFF SHED "L" HANDLE_
VENDOR: SIERRA PACIFIC
PART#390209
VARIES BASED ON DOOR WIDTH C
C
STRIKE PLATE
VENDOR: SIERRA PACIFIC
(1 12)
�C-
C
OSTEEL DOOR CHANNEL
VENDOR: QUAIL RUN
12')
(112) r---{-1112)
I �
c
7n6.OSB
SPACER
VARIES BASED ON DOOR WIDTH
®3/8" SMARTSIDE PANEL SIDING
VENDOR: LOUISIANA PACIFIC
rre v-w FL APPROVAL#9190.6
I� (312) �{ C
1 7/16" APA ENGINEERED WOOD PANEL 13 2 X LUMBER HEADER 18 19 TOP & BOTTOM PLATES, STUDS
VENDOR:"APA APPROVED" VENDOR: TUFF SHED VENDOR: MARKET LUMBER
MINIMUM 2X4 SPF 92
TUFF SHED
Storage Buildings &Garages
TUFF SHED, INC.
Odar#.
Customer.
Site AtltlR59:
PO#
DESIGNR THIE3ANDTHE
oFTUFF RE THE PR THESE
OFTUFF SHEO.ING THESE
ORAwINGs ARE FORA
BUILDING TO BE SUPPLED
AN MiutBUILTYIDPF SHED.
ANY OTHER USE Is
FORSIDDENBVTUFFSHED
INC&WEENGINEEROF
DRAWINGS BY:
Ti jj'i j7
TITLE
4' (4068) DOOR ASSEMBLY
AND INSTALLATION
COMPONENT DETAILS
DRAWING NO.
AP-FL-0GEN-02
OfG�M By. PK
IN HOUSE DRAFTING DEPARTMENT
ENVER.777 S. RRISON COLORADO EET
8021
DENVER-COIARAD080210
(303)753-TUFFnsh
liar¢NE"mc. nsin6Nl PEetplsBWnFd1
cwrexrav �vstlaauvNOF�_
Dater 523/18
REV. LEVEL 01
ChedceC 6F
s.Fmc I55"1."l<so-le
V1F@FC6'Klm�: ue vLa��
� "�—"
` "e tlpy. _.l OZJ
c—
Building Slier ,xL �,n"Date:
BNEET r]
J
Scale: N.T.S.
RECORD.
SHEET 3OF3
Florida Building Code Online
Page 1 of 2
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r E •aa
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HOS Home Lap to I user RegIvervt(cm Hot Topla I Submit Surcharge I Statae Facts I Pumiaeons I eomnctus I eas site Map• unts search
dbPral Product Approval
s USER: Public User
Product Approval Mena > Product or Application Search > Application LiSt > Application eetall
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
FL10674-R13
Revision
2017
Approved
SCANNED
BY
St. Lucie County
Owens Corning
One Owens Corning Parkway
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscarning.com
Greg Keeler
greg.keeler@owenscorning.com
Mel Sancrant
1 Owens Corning PKWY
Toledo, OH 43659
(419) 376-8360
mel.sancrant@owenscornig.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Robert J.M. Nieminen
PE-59166
UL LLC
05/16/2020
John W. Knezevich, PE
© Validation Checklist - Hardcopy Received
FL10674 R13 COI 2017 01 COI Nieminen.odf.
Referenced Standard and Year (of Standard) Standard
ASTM D3161
ASTM D3462
ASTM D7158
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2016
2010
2011
File Copy
tact__... tr_______All ...._1inn In A1n
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
16/10/2017
10/11/2017
10/15/2017
12/12/2017
FL 0
Model, Number or Name
Description
10674.1
Owens Corning Asphalt Roofing
3-tab, 4-tab, 5-tab, laminated, starter and hip & ridge
Shingles and Starters
shingles.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
SHINGLES FL10674-R33.ndf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert J. M. Nleminen PE - 59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section S.
Evaluation Reports
FL10674 R13 AE 2017 10 FINAL ER OC ASPHALT
SHINGLES FL10674-R13.Ddf
Created by Independent Third Party: Yes
----1 next
ormd Us :: 2601 Mel, Stone Road. Tallaha=_==-ee FL 32399 Phone: 850-487-1824
The Stale of Florida 6 an AA/EEO ecepbyer. roovrlaM>o0]J013 Sate N Flodtla.:: Pdvacv Statement :: Amerslblllty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response N a public-recortls request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to session 455.275
(1), Florida Statutes, effective October 1, 2D32, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email addreei which can be made avaliable to the public. To determine If you are a licensee under Chapter 455, F.S., please
dick ))Cct-.
Product Approval Accepts:
Credit Card
Safe
, .. 11 A , 1 , . , , ,., r, ll—v 11l .T _.] ,, , "I 41r., r.
Florida Building Code Online
Pagel of 2
BuMness Professi o. •t u lati o `� II
EMS Home I Login I User Registration I Hot Toplts Submit surcharge I State &Facts I Publications I canted Us I BaS site Map I Unks Search
.� ° Product Approval
+h re
• USER: Public User
Product Apnm l Mene> Product or Anollcation
Search> Application Iat> Appareeon DOUR
FL at
F1.17206-114
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
SCPg�I
Archived
❑
GDUn`y
�UG\P.r
St'
Product Manufacturer
WOODLAND INDUSTRIES, INC.
Address/Phone/Email
1520 KALAMAZOO DRIVE
GRIFFIN, GA 30224
(770) 228-6102
casey@waodlandroof.com
Authorized Signature Casey CROWNOVER
casey@woodlandmof.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Test Report
Testing Lab PRI Construction Materials Technologies, LLC
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date - 06/24/2024
Validated By Locke Bowden P.E.
96 Validation Checklist - Hardcopy Received
Certificate of Independence FL17206 R4 COI PRI-CMT Certificate of Independence - 2014-08-29.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 226 97A
ASTM D 226 2009
ASTM D 226 2006
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option B
Date Submitted 10/20/2017
Date Validated 02/14/2018 Pile Copy
Date Pending FBC Approval 02/16/2018 - r
1_u____ //_ ___ _ Il _ ! 1_1. •1 1•_ _ _ _ I._ / _ _ _ _lil _!1 _ _ _ __ _!�T<1�)ll- iT _/1!1_ ,'�,'1_.•nr 1 /1 �1 //1 /11 /1
Florida Building Code Online
Page 2 of 2
Date Approved
Date Revised
-'Summary o! Products
�I
04/10/2018
04/11/2018
FL #
Model, Number or Name
Description
17206.1
TYPE II underlayments-HVHZ
#30 Asphalt -Saturated Organic Felt
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL17206 R4 11 Woodlands Industries W ITest
Report - ASTM D 226 Type 11 No 30(1) odf
Impact Resistant: N/A
Verified By: PRI Construction Materials Technologles, LLC
Design Pressure: N/A
Test Reports
Other: For use under discontinuous roof I.e. asphalt shingles
FL17206 R4 TR Woodlands Test
Report - ASTM D 226 Tvoe It No. 30(1).Ddf
with slope greater than 2:12. Far Use In HVHZ.
sack Neat
Contact Us :: f601 Blair Slane Road TallaM1assee FL 31399 Phone: 850-48M810
The State of Florida I5 an AA/EM employer. fenvrloht 2007-5013 State of FlotlEa :: Pnvacv Statement :: Acresslhlllb, Statement ;; Refund hnt m M
Under Florida law, all addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the Woe by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275
(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The
emalis provided may be used for official communiceson with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide lye Department win an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please
dick b=.
produce Approval Accepts:
®99 P�R7011Z®-R M
securi[yAlm'alcs
hsa.....//......... a.._:.7..1_..:l,d:..,.....,./__/__ ..�_ , .I t In, rnnl n
12128/2018 Florida Building Code Online
r s � 3',4x-"hi't"� .rs_ a7 � � �' =� 11 �� •--
YikiCH� iue�iibnkd
-- --acts; mome- —Log in—Uwr Registraton—MOt-TOplcs--Submit SwcbargO--Staff&Facts_-publications —Contact Us.—C1S Site. Map__4nks SeaNt
ba
Xs
Product Approval
'is USER: public User
RECEIVED
Pmd,Ct Approval Men, > Pt2d9U or 8PjiHCanon SearcT
> eR llcaHOn L st > Application Detail
DEC 2 8 2018
i� • • >, `: ,�,;,"•
FL #
Application Type
FL9190-R6
Revision
S"f• Lucie County, Permitting
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer LP Building Products
Address/Phone/Email 414 Union Street - Bank of America PlazaSuite 2000
Nashville, TN 37219
(352) 4254 @Ipcorp.com <00/6
+— _Authorized Signature CW Macomber COUhy
cw.macomber@lpcorp.com
_ Technical Representative CW Macomber
Address/Phone/Email 5712 SW 40th Place
Ocalo, FL 34474
- (352)425-7457
cw.macomber@lpcorp.com
Quality Assurance Representative CW Macomber
Address/Phone/Email 5712 SW 40th Place
Ocala, FL 34474
(352) 425-7457
cw.macomber@ipcorp.com
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim, P.E.
Evaluation Report
Florida License
PE-49497
Quality Assurance Entity
APA - The Engineered Wood Association
Quality Assurance Contract Expiration Date
12/31/2022
Validated By
James L. Buckner, P.E. @ CBUCK Engineering
v Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
1
Florida Licensed Professional Engine i r It �L
FL9190 R6 Fpuiv ebuiva1 ncvof,J
Sections from the Code
1405
1212812018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Florida Building Code Online
16043.1
1609.1
1616.3.1
1626.1
2304.6
Method 2 Option B
08/14/2018
08/22/2018
08/22/2018
10/08/2018
12/17/2018
FL # i
Model, Number or Name
Description
9190.1
LP SmartSide 38 Series Strand
Vertical siding for board & batten applications.
Substrate Vertical Siding
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL9190 R6 II Strand Substrate Siding Fastener Tables.=
EL9190 R6 II TN 028 Vertical Siding 12-22-16-Strand. -df
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: APA -The Engineered Wood Association
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to Evaluation Report. Product is not impact
Evaluation Reports
resistant. In HVHZ, must be used in conjunction with approved
FL9190 R6 AE Evaluation Report of LP Siding 9190-2017.odf
Created by Independent Third Party: Yes
impact resistant product except for uninhabitable structures
such as sheds.
9190.2
LP SmartSide Cedar Shake Lap
Architectural Collection Cedar Shake 76 Series Lap Siding
Siding
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL9190 R6 II Fiber Substrate Siding Fastener Tables. pdf
FL9190 R6 II LPZ60507 - Cedar Shakes - Lao odf
Impact Resistant: No
Verified By: APA - The Engineered Wood Association
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to Evaluation Report. Product is not impact
Evaluation Reports
resistant. In HVHZ, must be used in conjunction with approved
FL9190 R6 AE Evaluation Report of LP 5lding 9190-2017.odf
Impact resistant product except for uninhabitable structures
Created by Independent Third Party: Yes
such as sheds.
9190.3
LP SmartSide Fiber Substrate Bold
Architectural Collection Primed Bald Profile 120 Series Lap
Profile Lap Siding
Siding(DS,T4,D8,TS,Q4)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9190 R6 11 Fiber Substrate Siding Fastener Tables.pdf
Approved for use outside HVHZ: Yes
P.9190 R6 11 LPZB0SO4 - Architectural Collection - Bold
Profile - Lap,pd
Impact Resistant: No
Design Pressure: N/A
Verified By: APA - The Engineered Wood Association
Other: Refer to Evaluation Report. Product Is not Impact
Created by Independent Third Party: Yes
resistant. In HVHZ, must be used in conjunction with approved
Evaluation Reports
Impact resistant product except for uninhabitable structures
EL9190 R6 AE Evaluation Report of LP Siding 9190-2017.odf
such as sheds.
Created by Independent Third Party: Yes
9190.4
LP SmartSide Fiber Substrate Lap
Foundations 76 Series Primed Lap Siding. Architectural
and Panel Siding
Collection 76 Series Primed Colonial and 120 Series Primed
Self -aligning Lap Siding.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9190 R6 II Fiber Substrate Siding Fastener Tables.odf
FL9190 R6 II LPZB0510 - Foundations and Architectural
Approved for use outside HVHZ: Yes
Collection - Lap.,pEf
Impact Resistant: No
Design Pressure: N/A
Other: Refer to Evaluation Report for Panel Siding over SIP
FL9190 R6 11 LPZ50511 - Foundations and Architectural
Collection - Panel.pdf
Installation detail. Product Is not impact resistant. In HVHZ,
Verified By: APA - The Engineered Wood Association
must be used in conjunction with approved Impact resistant
Created by Independent Third Party: Yes
product except for uninhabitable structures such as sheds.
Evaluation Reports
FL9190 R6 AE Evaluation Reno[ of LP Siding 9190-116-
2017FBC.pd
Created by Independent Third Party: Yes
9190.5
LP SmartSide Perfection Shingle
Fiber substrate lap siding.
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL9190 R6 II Fiber Substrate Siding Fastener Tables.odf
12128/2018
Florida Building Cade Online
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL9190 R6 II LP SS Perfection Shingle 7-31-17 FINAL Ddt
Verified By: APA - The Engineered Wood Association
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to Evaluation Report. Product is not impact
Evaluation Reports
resistant. In HVHZ, must be used in conjunction with approved
FL9190 R6 AE Evaluation Report of LP Siding 9190-2017.pf
Impact resistant product except for uninhabitable structures
Created by Independent Third Party: Yes
such as -sheds—
9190.6
LP SmartSide Strand Substrate Lap
Precision Series 38 and 76 Series Primed Lap Siding. Precision
and Panel Siding
38,76,190 Series Primed Panel Siding including Silvertech &
Smartfinish.
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
FL9190 R6 fI LPZ80512 - Precision Series - Panel,oq(
FL9190 R6 fI LPZBO515 - Precision Series - Lan Rdf
FL9190 R6 II Strand Substrate Siding Fastener Tables.pfj[
Verified By: APA - The Engineered Wood Association
Other: Refer to Evaluation Report for Panel Siding over SIP
Created by Independent Third Party: Yes
installation detail. Product is not impact resistant. In HVHZ,
Evaluation Reports
must be used in conjunction with approved impact resistant
product except for uninhabitable structures such as sheds.
FL9190 R6 AE Evaluation Reoort of LP Siding 9190-116-
2017FBC.pd
Created by Independent Third Party: Yes
aatA Q
Contact US :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida Is an AA/EED employer. Sppvdbht 2007-2013 State of Florida.:: Pnvacy Statement :: Atressibility Statement :: Refund Statement
Under Florida law, email addresses am public records. If you do not want your e-mail address released In response be a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85f1.487.1395. 'Pursuant to Section 455.275(I),
Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public remns. If you do not wish to supply a personal address, please
provide the Department with an email address welch can be made available to the public. To determine if you are a licensee under chapter 455, F.S., please click btr_.
Product Approval Accepts:
d ��75 -: i� F=—�8
s
�t�titll•i t Y,1b rill t
SMARTSIDEa
TRIM Er SIOING
At the time of manufacture, siding meets or exceeds the per-
formance standards set forth in ICC-ES-AC321 and has achieved
code recognition under ESR-1301, CCNC 11826, APA recognition
under PR-N124, and HUD recognition under HUD-MR-1318. For
copies of ESR-1301, call LP Customer Support at1-800-648-6893
or go online at http://www.ice-es.org/reports/pdf_files/ICC-ES/
ESR-1301.pdf or http://www.apawood.org.
• Precision Series panel sidingwith SILVERTECH or SMARTFINISH
is specifically for sheds and other outdoor structures where the
interiorwall cavities will remain permanently exposed.
• Minimum 6 in. clearance must be maintained between siding
and finish grade.
• Siding applied adjacent to porches, patios, walks, etc. must have
a clearance of at leastl in. mm above any surface.
• Minimum 1 in. clearance at intersection with roof line
• Apply siding in a manner that prevents moisture intrusion and
water buildup.
• All exposed wood substrate must be sealed in a manner that
prevents moisture intrusion and water buildup.
• LP does not recommend LP SmartSide Panel for use in ICF and
SIP assemblies. If used, LP will not warrant for Buckling and
Shrinkage. However, balance of warranty does remain intact,
• 00 NOT USE STAPLES
• SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY,
CONCRETE, BRICK, STONE, STUCCO OR MORTAR.
Store off the ground well supported, an a flat surface, under a
roof or separate waterproof covering
Keep siding clean and dry. Inspect priorto application.
• Precision 38 and 76 Series panel siding must be installed on
16 in. O.C. framing only. When installing on24In. O.C. framing,
Precision Series 190 Series panel siding is required.
In all Installations over masonry or concrete walls, the wall shall
be furred out and open at the top and bottom of the wall to allow
for convective ventilation between framing spaced 16 in. O.C. The
framing shall be of adequate thickness to accept 1-1/2 inches of nail
penetration. A properly installed breathable water-resistant barrier
is required between the siding and masonry or concrete walls.
PRECISION 38,76 AND 190 SERIES
PRIMED PANEL SIDING
INCLUDING SILVERTECH Er SMARTFINISH
Moisture control and water vapor control are critical elements
of proper housing design. Check your local building codes for
application procedures for handling moisture and water vapor
in your area.
• When using wet blown cellulose insulation, the insulation
must not be Indirect contact with the siding and it must be
allowed to dry a minimum of 24 hours or longer if specified by
the insulation manufacturer.
• As with all wood products, do not apply engineered wood
siding to a structure having excessive moisture conditions such
as drying concrete, plaster or wet blown cellulose insulation. If
such conditions exist, the building should be well ventilated to
allow it to dry prior to the application of the siding.
• Siding must not be applied to green or crooked structural
framing members. Do not apply siding over rain -soaked or
buckled sheathing materials.
• Gutters are recommended for control of roof water runoff.
A properly installed breathable water -resistive barrier is
required behind the siding. Consult your local building code for
details.
• LP will assume no responsibility for water penetration.
• Precision Series panel siding with SILVERTECH or
SMARTFINISH does not require a secondary water-resistant
barrier. Limited to sheds and other outdoor structures.
• Seal all gaps with a high -quality, non -hardening, paintable
sealant. Follow the sealant manufacturer's instructions for
application.
• Use a high -quality exterior sealant meeting the ASTM C920,
minimum Class 25 sealant
• All openings must be properly sealed or flashed in a manner
that prevents moisture intrusion or buildup. Several examples
that accomplish this are shown on the following pages.
Application instructions (cont.)
• Install kick -out flashing to direct the water into the gutter
install step flashing with minimum 4 in.. upper leg
• Properly integrate flashing with the secondary water -resistive
barrier. Use housewrap, flashing tape, z-flashing, or other items as
needed to maintain the counterflashing principle,
• DO NOT extend the siding or trim into the kick -out flashing or gut-
ter
r Maintain a clearance between the end of the gutter and the ad-
joining wall to allow for proper maintenance of the siding
• Prime and paint ALL exposed cut edges
0
I
LP Siding
Minimum V clearance
between trim and roofing
Clean rain
gutter
Do not run trim or siding inside
of the kick out flashing
Trim should be thick enough so the siding does not extend be-
yond the face of the trim.
• Trim and fascia must be applied in a manner that will not allow
moisture intrusion or water buildup.
• LP° SmartSide° siding is not designed and/or manufactured
to be used as trim or fascia. LP SmartSide trim and fascia are
available in a variety of dimensions.
DO
• Prime and paint all exposed surfaces including all drip
edges or where water will hang.
• Apply finish coat as soon as possible or within 180 days
of application.
• High -quality acrylic latex paint, specially formulated for use on
wood and engineered wood substrates, is highly recommended.
Semi -gloss or satin finish oil or alkyd paints are acceptable. For
flat alkyd paint, please check with the coating manufacturer for
their recommendations -for -use on composite wood siding.
• Follow the coating manufacturer's application and
maintenance Instructions.
DO NOT USE
• Semi -transparent and transparent stains.
• Shake and shingle paints.
• Vinyl -based resin formulas such as vinyl acetate, PVA,
vinyl acetate/acrylic copolymer paints.
HANDLE PREFINISHED LP SMARTSIDE PRODUCTS WITH
EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH
UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING
APPLICATION PER PREFINISHERS SPECIFICATIONS.
• In braced wall assemblies, use minimum 6d (0.113 in. shank
diameter, 0.270 head diameter), hot -dipped galvanized nails
for 38 and 76 Series panels and minimum 8d (0.131 in. shank
diameter, 0.290 head diameter) for190 Series panels. Do not
use electroplated fasteners. Refer to your local building code
to verify the minimum allowable fastener size.
• Penetrate structural framing orwood structural panels and struc-
tural framing a minimum oft-1/2 in.
• For 38 Series panels, double nailing procedure meets wall
bracing requirements and 5/16 in. shearwall design values.
1in. from edge
in, gap
Figure 1 1 I Double row of nails
For 76 and 190 Series panels, single nailing meets wall bracing
requirements. To meet the equivalent 3/8 in. shear wall design
values, double nailing procedures must be used. It may be nec-
essary to angle drive the second nail In order to penetrate the
framing. Seal nails driven below the surface.
3/g in. from edge
Alignment bead
1/8 in. gap
Nail
penetration
min. 1-1/2 in.
Figure 2 1 I Single row of nails
Application instructions (coot.)
-Shear values for panels applied directly to studs shall be no greater CONDITION
than noted in Table 1 of the ]CC -ES Report ESR-1301 or Table 1 of
APA PR-N 124. Snug
• Not warranted for application on SIP and ICF assemblies. Flush
CAUTION
• 38 and 76 Series panels must be Installed on 16 in. O.C. framing
only. When installing an 24 In. O.C. framing,190 Series panels are
required.
• Backside of panel must not come in contact with masonry or
concrete foundation.
• Do not force siding into place. Maintain the illustrated 1/8 in. space
behind the joint to allow for expansion whilethe panel equilibrates
with the local environment.
• LP® SmartSide° Panel siding must not be attached by stapling.
• DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light
contact to the edge of alignment bead. (see Figure 1 and Figure 2)
• Climb cut the surface of the siding such that the rotation of the blade
cuts downward on the primed orprefinished surface.
• Where siding butts window trim, door casings and masonry, etc. leave
a 3/16 in. gap and seal.
Insulated Sheathings
LP SmartSide Sidings may be installed over low -compression rigid
foam or exterior gypsum. The following precautions must be followed:
a) Adequate bracing of the wall in accordance with the International
Codes or other ruling building code is required.
b) For rigid foam sheathing up to T' (2SA mm) thick, siding may be
nailed directly to the foam sheathing unless a drainage plane
is required by the local building code. Nail length must be in-
creased to ensure a minimum 1-1/2" (38.1 mm) fastener penetra-
tion into the structural framing.
c) For rigid foam sheathing greater than 1 in. (2SA mm), a minimum
1-1/2 in, (38.1 mm) thick by 3-1/2 in. (88.9 mm) widevertical strap-
ping or furring strip must be installed over the sheathing to provide
a solid, level nailing base for the siding. The strapping must be
securely fastened to structural framing spaced no greater than 16
in. O.C. (406 mm) with a minimum nail penetration of 1-1/2 in. (38.1
mm) and a maximum nail spacing no greater than the width of the
siding.
Louisiana-Pacific will assume no responsibility for any damage or
condition arising from the use of rigid foam or exterior gypsum.
6 in. max. v
perimeter nailing
Do not let panel 6
contact masonry
Nail 3/8 in.
from edge
121n. max.
field nailing
6 in, max.
perimeter
nailing
6 in. min. ground
clearance
Visible fiber
Countersunk,/,.- /. IN._
Countersunk more
than 1/8 in.
4 in. min. vertical
flashing
1 in. min.
clearance from
roofing
CORRECTION
OK
OK
Paint
Apply sealant —
Apply sealant and
re -nail
Figure 4
HORIZONTAL WALL JOINTS
BUTT& FLASH LAP
3/g in.
min. ea
1 in, min. /
Sloped overlap Lapt
flashing with over
4 in. vertical leg p
Prime and paint
bottom drip
edges
Figure SA Figure 5B
LAPPED HORIZONTAL WALL JOINT
•aming (band joist,
truss chord, etc.)
1 in. min. / R -Wall Framing
overlap JJ _'
Figure 5 C
Figure 3
LPSMARTSIDE. PANEL. SIDING JOINT DETAILS(coNT,)
HORIZONTAL BELTLINE JOINTS
—For multi -story buildings, make provisions .at -horizontal joints for
"setting" shrinkage of framing, especially when applying siding
directly to studs.
BAND BOARD OVER
PANEL FILLER
Extend
siding
below
sill plate\
Min. 1/8 in. or
flashing between
siding and
masonry. _
Figure7A
Interior Finish
Space windov
manufacturer's
Figure 6
plate
ling (4 ft. x B ft.)
3/8in. gap
Sloped flashing with
4 in. vertical leg
2 in. x 10 in.
band board
Figure 9
SPACEIDINTI/8
Refer to nailing instructions
Scant face width
1/8 in. gap
/8 In. gap
J -�, Filler Board
— Siding (4 ft. x 8 ft.)
LP panel sidings are accepted by the State of California as category
8140- Exterior wall siding and sheathing for Wildland Urban Interface
(WUI) applications. For WUI compliance, install LP panel sidings in
accordance with Louisiana-Pacific's printed installation instructions
with the addition of fire retardant seal (UL Listed fire caulk, nominal
V4"bead) in the vertical Joint and nailing pattern of 3" OC perimeter
'
nailing/8" OCfield nailing. Look for the California State Fire Marshal
Office label on oursiding.
The Louisiana-Pacific Corporation ("LP") LP SmartSide Siding (the
OR
"Products") limited warranty (the "Warranty") applies onlyto
Sill plate
structures on which the Products have been applied, finished and
maintained in accordance with the published application, finishing
and maintenance instructions in effect at the time of application.
The failure to follow such application, finishing or maintenance
Flashing
ji
instructions will void the Warrantyas to the portion of the Products
affected bythevadance (the "Affected Products").
LP assumes no liability for any loss or damage sustained by the
Masonry
Affected Products and is expressly released by the purchaser or owner
i ridation
fromanysuch loss orliability.
Any modification of the Warranty's application, finishing or
Figure 70
maintenance requirements is void and unenforceable unless approved
in writing priar to application by the Siding General Manager or his
designee and a member of the LP Legal Department.
Siding
Code Approved Breathable
Water -Resistive Barrier
Is 3/e in. gap
Sloped flashing with
4 in. vertical leg
Trim
Nail fin
(do not damage)
Figure 8
For a copy of the warranty or for installation and technical support, visit the
LP SmartSide product support Web site at:
www.lpsmartside.com
or for additional support call 800-450-6106.
WARRANTY REMEDIES ARE NOT AVAILABLE IF
REQUIREMENTS ARE NOT FOLLOWED.
Cal. Prop 65 Warning: Use of this product may result in
exposure to wood dust, known to the State of California
to cause cancer.
SMARTSIDE®
TRIM a SIOINL
020M Loulelaro-Pacrflp corporation, All rights reserved. LP, SmartSide, SihnoTech and SmarUlnish
are mgistamd trademarks of Louisiana-Pacific Corporation. Printed in USA.
NOTE. Louisiana-Pacific Corporation periodically updates and revues Its product infarmatlon.
Towrifythat this verslon Is mrrerd, call 800.4SO-MOO.
LPZ80512 1114
Figure 10
•
6 `O'
i♦ •,�i.♦ �y palm
bottom course detail
Figure ICE
Figure ICA
Y�I J•
Sin.
alternate inside corner details
Gap 3/16 in.
3/ice in: — -and-seal— — and seal - —
Shiplap Edga Panal
panel joint
Figure.100
Vapor Retarder
if required
tryrcncode
A.
Figure 10B
Breathable
water-resistant
barrier
6 in. minimum
ground clearance
Figure IOC
LPG' SmartSide, Precis! on.Series PR-N124
Treated -Engineered -Wood Lap & Panel Siding
Louisiana-Pacific. corporation_ Revlsed'July 2; 201a "
..w.cu-wy,ncw carrvwu map auu raid awmy.• _
Louisiana-Pacific Corporation; 414 Union Street Suite 2000, Nashville; TN' 37219• .
(800) 450-6105 ,
www.locoro.com
1: Basis of the product report:
• 2012 and 2009 International building Code: Section 104A 1 Altemative.Materials
e 2612 and 2009 International, Residential Code: Section R104.11 Alternative Materials
ANSI/AF&PA SDPWS-2008 Special Design Provisions for Wind and Seismic " " .
• ASCE 7-1.0 and ASCE 7-65 Minimum Design. Loads for bugdings and Other Structures .
ICC-ESAcaeptance`Criteria' for Treated-Engineered-Wo6d`Siding, AC321.
APA PRP-108 erformance Standards and Qualification Policy for Stniaural-Use Panels "
• NE$ Evaluation, Protocol for.Determination of Flood -Resistance Properties of Building.
Elements
APA Repotfs'k&D 876-1, T87645, T91 Q-1"1, T910-20, T97Q-4, T970-10, T98Q-13;' '
T980-17, T99Q-23, T2008Q-12; T2008P-73, T2dow-74, T2Q09Q-'S4, T2011 Q-%
T2012P-22, and other qualification data. '
2. 'Productdescription: .:
Louisiana-Pacific, Corporahon (LPG SmartSide®Precision Treated -Engineered -Wood Lap
and Panel siring is overlaid with a resin treated paper and is available with either a smooth
or embossed surface texture. The siding is, available as laps or panels.' The siding is
treated with Zinc Borate for'decay and insect resistance. All edges are factorysealed with a
primer:':
LP® SmartSide® Precision Series Treated -Engineered -Wood lap siding is available In 3!8
and 7116 Performance Categories; in nominal widths of 6, 8 and 12'inches and in lengths up
fo 16 feet
Le §martSide® Precision Series panel siding'is available in 3/0. 7/16 and 19132
Performance Categories, 4-foot width and in lengths of 8, 9, and.10 feet. The 318
Performance Category panels are available without grooves or with grooves Spaced 8 .
in on center. The 7116 and 19/32 Performance Category panels are'evailable without
grooves or with grooves spaced either 4.or $' inches on center. Minimum thicknesses at the
groove and shiplap are documented in the plantQuality Manual. '
3. Design properties:
Allowable racking loads for LP® SmartSide® Precision Series panel aiding are listed in Table
1: For 3/8 Performance Category panels nailed atshiplap edges, use 5l1fi Performance•
_" Category"shear values: For7118 and 19l32 Performance Gategory panel sidings nailed at_ . ' .
' shiplap edges, use 3/8 Performance Category shear values.' Design wind loads LP®" .
' SmarESide Precision Series lap"and panel sitling are Ilsted,in Tables 2 and 3,'[espactively. •
4 .: Product installation
LP® SmartSide® Precision SenesTeeated-Engineered Wood Lap and Panel sidings shall be
installed in accordance with recommendatlons,peovided by ttie manufacturer
iwww.ipcoro.comismartside0aof and www lows corn/smartside/banelll and APA
Engldeered WoodGonstrtrction Guide, Form E30 www.a awaod. r / ubl tali n . The
© 2014 APA - The engineered Wo6l Association
APA Product Report® PR-N124
Revised July 2, 2014 ' Page 2 cf'7 .
— -- - =maximum -span shall be in accardadoe_with the-Span-Rating.shown-in'the trademark, —The
LP® SmartSide® Precision Serleslap siding shall be permitted to be installed over the facer
of structural insulated panels (SIPS) in accordance'with Table
S. Fire-resistant construction:
Wood structural panels that are not fire -retardant -treated •haire been shown to meet a Class
III (or Cj category for Flame spread.' Unless otherwise specified, fire-resistant construction,
shall be in accordance with the recommendations in APA Fire -Rated Systems, Form W305
(see link above).
B. Flood resistance evaluation:
Selected properties critical to flood resistance of 3/8 and 7116 Performance Category panel..:
siding, including uniform, loads, concentrated static loads, concentrated hard body and soft
body impact loads, fastener perrongance, wall racking resistance, edge thickness swell,•
linear expansion, Hygroscopicity, exterior bond performance and large panel and small
specimen bending properties were evaluated at a 16 o.c: Span 12ating in accordance with
NES,Evaluation Protocol forDeieiminallon of Flood -Resistance Properties ofBuildJng
Elements. Test results in the dry (as -received) condition and after moisture cycling in
accordance with the NES protocol were compared to the requirements specified in 16C
Evaluation Service (ICC-ES) Acceptance Cr6 is for Treated -Engineered -Wood Siding
(AC321).
7. Limitations:
a) LP® SmartSide. Precision Series Treated -Engineered -Wood Lap and Panel siding used
outdoors must be finished in accordance with recommendations provided by the
manufacturer. (see links above) and APA Engineered Wood Construction Guide, Form'
E30 (see link above).
b) LP® Smart$ide Precision Series Treated -Engineered -Wood panel siding is flood
resistant on the following properties: uniform loads, concentrated staticlaads;
concentrated Bard body and soft body Impact loads, fastener performance; wall'racking .
resistance, edge thickness swell, linear expansion, hygroscopicity, exterior bond
performance and large panel and small specimen'bending properties. This evaluation
applies to 316 and 7/16 Performance Category panel siding at a 15 o.c. Span" Rating:
c) LP® SmartSide® Precision Series Treated -Engineered -Wood Lap and Panel siding is
produced at Louisiana-Pacific Corporation facilities -at Hayward, W1,: Newberry, MI, .
Tomahawk, VW,and Two Harbors, MN under a quality assurance program audited by
APA.
d) This report is subject to re-examination In one year:
8. identificatiorc .. =
LP' SmartSide® Precision Series Treated -Engineered -Wood Lap and Panel siding
described in this report'i's identified, by a label bearing the iianufaduiers name (Louisiana ,
Pacific Corporation)' andfor trademark, the APA assigned plant number (357 for'the Hayward
plant, 4.16 for the Newberry plant, 435 for the Tomahawk plant, or 399for the Two Harbors
plant), the product Performance Category,'the Span Rating; the Exposure Rating, the APA
logo; the report number PR-N124, and a means of identifying the date of manufacture.
0 2014 APA - The Engineered Wood Assadalton 07.02
Product ReporP PR-N124
led July 2; 2014
3
Table 1, Allowable Racking Shear (plf) for LP® SmartSide® Precision Series Treated -Engineered -Wood Panel Siding" —Sheathing Shear Walls with
Framin of Do las-Fir-Larch or Southern Pine for Wnd-or Seismic Loadin lt•2• t •P
6 N
Minimum
Panels Applied Directly to Framing
Panels Applied over 112-inch or .
Pertoananoe
Nail -
.5/8-inch Gypsum Sheathing . '
Category..
penetration
Nall Size
Nail Spacing at Panel Edges
Nail Size,
Nail Spacing
atilt at Panel Edges
In Framing.
(Common or
'Galvanized
(in.) ' .
m
(Common or
(in.)
Box)
Galvanized
Box)
6
4
3
" 2S°i
.6
.. 4- '-
3
5118(s•e)
1414
6d
�
180
270
-350
- 450'".
as
180
270
350
'450
3/8rs•�
�
.200
900� -
390-
510
200
300
:390.
510 ,
3/8rs.el
1-1/2
Sit
. - 220, '
320
410
530
10d
260
380
- 490r4r'-
649
7/161s1
240-
'350 - .
450
'585
260
380.'
4901
640
19l321s1 `
1-5/8
10d
$40
510
6651°l.
870
For Sl' 1 iach = 25
4 i if —14
mm' . P /m.
For -framing of other species:.(o) Find specific gravity for species of lumber in AF&PA Nationsl Design Specification(b) find shear valuefromtable for nags size; (c)multiply value by*
0.82 for species with specifid gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42 ""AD panel edges must be backed with 2-inch nominal or wider framing:.Panels must be Installed with the long dimension oriented In the vertical direction. Space nails 8 inches.o.cJ
along intermediate framing members for 318 and 7116 Performance Category panels Installed on stude spaced 24 Inches o.c. For other conditions and panel Performance J '
' Categories, space nails 12 Inches o.c; on intennediatesupports., -
r'i For shear loads of normal or permanent load duration, the values In thetableshag be mul8pged by 0.63 or 0.56; respectively. -
-fo 'framing at panel edges must be 3 inches nominal or and nails must be staggered where nags are. spaced 2 inches mc., and wherel0d nags having
vailframing
of more staggers inches are spaced3.Inches or less, o d. Exception: Unless otherwise required, 2-inch nominal flaming may: he used where fug nsging surface is available enc(
' nails are staggered. - � . � � � � - •
rs� Except as noted in Footnote 7, panel thickness at point of naiBng st panel edges determines applicable shear values, except that 3/8 Performance Category panels nailed at shiplap _
edges use 5/16'PerformsrtceCalegory shear values, ant17H8 and t9d3TParformance Category panel sidings natledat shiplap edges use 3/8 Performance Category sbearvalues. '
lei ShiplaP edges must be double-naged; one. nag must be placed in the underlap and a second nail must be placed in the overlap at the nag spadng specified for the applicable shear
value - .
nr = Fasteners must nol be installe8ta panel siding grooves in the field of the panel siding br when the panel siding grooves ec=al M edgesofthe panel siding.
82014APA-The"Engineered Wood Association 07 2
APA Product Report® PR-N724
Revised July 2, 2014 Page 4 of 7
Table 2a. LOD Sidin — Maximum nominal Ilowfiblel deli n winds eed v n1
Performance
Category.
Maxuhum
Wall
Stud (�
Spacing
in.
Siding
Width
(inJ
Maximum
Allowable,
Wind
Pressure
ad
Maximum Nominal 4A110wable) Wind
--.'Speed. Vr:d dt m h
Wtnd
Exposure Cate
or
6'
D
3/8
16
6
80 -
170 ..
150
140
8
79
170
150
140
12"
50
140 ,
120
110
7116
16
61"
80 '
170
150
140
8
76
170
150
130
12
49
140
120
•110
F24
6
71
170,
145
130 '
8
51
145
120•
110
12.
32
110
90
90
For Si. 1 inch = 25.4 mm, 1 psf = 47.88 Pa,1 mph = 0.447 m1s.. ;
nt . One fastener per stud'Wested 314 inch from the top edge of the siding. Each successive odutse of lap siding must
overlap a minimum of 1 Incl. Fastener must have a minimum head -diameter of 0.297 inch, a minimum shaft diamster '
of0.113 inch and a mWmlml length of2.5.filches (8d box nail).
ia Wag studs must have a minimum specific gravity of 0.42.
in Ttiree-seEerid-gust; based on wind pressures acting toward andaway from building surfaces, at 90-0 height In Zone 5
with smalibst effective area per Chapter 6 of ASCE 7-05, Section R301.2 of the 2009 and 20121RC, and Section
1609.1.1 of the 2009 IBC.' -
Table 2b. Lae Sidina— Mazimurii uO nv.,+. Ac lr tn*' anA cse v (1)
Performanoe
Category
Maximum
Wall' .
Stud
Spacing
ht•
Siding
Width.
(in.)
Maximum
Ultimate
Wind
Pressure
s
Maximum Ultimate Design Wind Speed, .
-Vmt"' (mph)
Wind Exposure Cateqory
g •
C
D
3/8
.16
6 -
133
200 .'.
180
18D
8
331
200 -
18 .'
180.
12
83
-180
150,
140
7f16. -
16.
6
133
200
180
180
8
127
200
180
160
12
81
180
150
140 '
F24
6 •.
119
200
180
'60
8
85
180
150 '
115
12
54
140
120
115
For St 1 inch = 25.4 mm,1 psf = 47.85 Pa, 1 mph = 0.447 m/s.
or One fastener per stud located $14 inch from the top edge of the siding. Each successive coo se of lap siding must
' overlap a minimum of 1 inch. Fastener must have a minimum Bead dlameterof 0.297f ich, a minimum.shaft diameter '
of 0.113 lnch iind a minimum length of2,5 inches (ad box nag).,' - -
m Wall studs must have a minimum spedfic gravity of 0.42.' '
M Three -second -gush, based ai,wlnd pressures acting, toward and away from building' surfaces, at 30-ft height in Zone *5 "
with smallest effective area per Chapter 26 of ASCE 7-10 and Section 1609.1.1 of the 2012 IBC.
©2014 APA -,The Englneered WoodAssociatlon 07-02
APA Product Report® PR-N124
Revised July 2, 2014
; page 5 of 7
Table 3a._Panel_$idi - Malrirnum.nofiiinal. aflowebie desl
n wind s eed V
Maximum
Fastener Spacing
Maximum
MatamumNominal
Performance
9wY
Wag Stud
Spaa;gjzt
in. o.a
Allowable
Wind
Pressure
4AUowable}.
Wind Speed, Va'ea st m h
Edges'.
Field
Wind
osCreCat o
D
g
16
g
12.
46
132
110
- 105
6
80
170
150
140
24
6
712
31
110
90
:85 .
.6
61,
150
130.
120
7116
16
6
12
45
130
110
.105
6
• 80
. - 170
- 150 %
140
24 .
6
12
30
110 '.
90
.85
6
59
160
130
120
19132
1fi
8
12
41
130 .
110 '
100
fi -
80
170
150
140
24 . '
6.
12
27-
105
90
6
55
150.
125
110
r'I Fastener must have a minimum head diameter of 0.297 Inch, a minimum shaft dtam tar, of 0.113 inch and a minimum
length of 2.6 inches (6d box nai0. - -
M Wag studs must have a minimum specific gravity of 0.42. -..
. Three-seeand-gust based an wind pressures acting toward and away from building surfaces, at 30•fl height in Zone 6
with smalleat effective area per Chapter 6 of ASCE 7-05, Section R8012 of the 2000 and 26121RC, and Section,
1609.1.1 of the 200916E -
.. Tahle.th
Performance
Category
Maximum
• Wall Stud
Spacingtz?.
(in }
Fastener
in.
Spa dn
o.a
Maximum"
Ultimate
Wind
Pressure .
Maximum Ultimate Design Wind
Speed. V.,P) m h .
Edges ,
Field
.Wind
osureC
'd '
• 6
G
1)
3/8 .
•' 16".
'6
12
77
': 160
150
130
6
133
200
1 180
180'
24
6
12.
51
140 ' .
i120 ,
110
6`
102
200.:
160.
.150
7/16
.16
6
12
74
160
140'
' .. 130
6.
133
200
ISO.
180
•
24 .'
6
--6 -
50 -
140
-120 -
,. 110 '
so
200,
160
150
19132
i6
6
12
69
160 '
'140
f30
6
133 '
200
180 •
180 .
6.
12
46
130 .
115
6
92
".1 00.
160
150.
Fer Isr,1 mch = 25.4 tnm, 1 psi= 47.88 Pa,1 mph = 0.447 mis.
r'r Fastener must have,a minimrim head diameter of 6297 inch, a minimum shaft dismeier of 0:113 in and a minimum
'length of2.5Inches (8dbcx nail). -
m Wall studs must have a minimum sped8c gravity of OA2.
wr Three-secdnd-gust based on wind pressures acting toward "and away frum building sudaces, at 30-ft he(gM in Zone 5 -
with smallesl'effective area per Chapter 26 of ASCE 7.10 and Section 1609.1.1 of the 2012 IBC.
© 2014 APA - The Engineered Wm d Assocfatfon. 07.02
APA Product Reports PR-N(124 .
Revised July 2, 2014 Page 6 of 7
<Table 4a. Lap_Siding_Installed-Over_the_Facer_ of SIP_ 1�- Maximum nominal (allowable)
n wal -_ - —_
. dadnind anaadV _ - '
Perfonriance
Category
Maximum Ring
. Shank Nail
Spacing(3)
(in.)
Maximum
Wdod Screw
Spacing(!)
(in:)
Siding
Width
(In.)_ ,'
Maximum
Allowable •
Wind
Pressure
(PSQ
Maximum Nominal Allowable)
Wind Speed, V„d 1) (mph)
Wrid Exposure CategorV
B
C
D _
3!8 ''
'
B
12
6
80
170
150'
140
8
63
150 ' •
130
125
12-
' 40 -
.125
105
90
. .7116
'
12
16
6
se
150
130'-
120
8
42
13o
110
100
12
27 1
105
85
unn, l ppl — .1.Q0 rd, l ippn = U.44r m15.
1". The facer of the structural insulated panels (SIPS) shag be 7/16 Performance Category or thicker OSB sheaihing
meeting DOC P52 requirements.
(2)The tabulated values represent the capacity of the LP Lap Siding installed in acrnrdance with the requirements of this,
table. The tabulated wind speed Shalt not axeeed the SIP capacltyfor wind load resistance.
n)
One 6d ring'shank nail (0.12a inch in diameter) located 112 inch from the top edge of the siding. The Ong shank nails
.must have a minimum head diameter of 0297 inch, a minimum shank diameter of 0.12p inch and a minimum length of
2 inches. ' .
k0h One #8 wood screw (0.164 inch In diameter) located 1/21nch from the top edge of the siding maybe used. The wood
screws must have a` minimum head diameter of 0107 inch, a minimum shank diameter of 0.164 inch and a minimum
length of 2 inches.. :
uh Three-sacond-gust; based on wind pressures acting toward and away from building surfaces, M 30-H height in Zone 5
with smallest effective area per Chapter 6 of ASCE 7.05, Section R301.2 of the 2009 and 2012:IRC, and Section
1609.1.1 of the 2009 IBC..
Table 4b. Lap Siding Installed Over the Fatter of SIPiP — Maximum uitimate'design wind
speed. V-.(a)
Performance
Category
'
Maximum Ring
.Shank Naif
Spadngd)
• ' (In.)
Maximum
Wood Screw
Spacing(")
.. on-) ,
Siding
Width
(in.) :
Maximum
UWmate
Wind
Pressure
(pso
Maximum Ultiimits Design
Wind Speed, V n(s) (mph)
)
Wind Exposure
Cate
o '
6 :
_-
C
D
..318.
•
'
8
12
6
A33 '
200 '
180.
.180
8
105
•200 ..
`,• 160
160
12'6T
160
140
a120
7J76
12 -
16
6
107
.. 200
160
.150
8
70
160:
140
130
12
45'
130 .
. 115
ipw- 9r.00 rd, i mim= IL44r m/e. ,
n) The facer of the structural insulated panels (SIPS) shag be 7/16 Performance Category or thicker OSB sheathing
meeting DOC:PS2 requirements. ' .
m The tabulated represent the capacity of the LP Lap Siding installed in accordance with the requirements of this
loi table.. The tabulated wind, speed shall not exceed the SIP capacity for wind ioed resstance.
One 6d Ong shank nail (0.120 inch In diameter) located 112 inch from the top edge of the siding. The Ong shank nags
must have a minimum head diameterof 0.29716ch, a minimum shank diameter of 0.120 inch and a minimum length of
2 inches. ..
w One it8 wood screw (0.164 inch in diameter) located 112 Inch from the top edge of thesiding may be used. The wood
screws must have a minimum head diameter of 0297 inch, a minimum shank diameterof 0.164 inch and a minimum
length of 2 Inches. • - •
oh Three-second-gustOased un wind pressures aging toward and away fiom building surfaces, at 30-8 height In Zone 5' '
with smallest affective area per Chapter 26 of ASCE 7-10 and Section 1600.1.1 of lbe.20121BC.
0 2014 APA - The Engineered Wood As9oolatlon 07.02.
APA - The Engineered Woad Association is an, approved national standards developer
accredited by American National Standards Institute (ANSI). APA publishes ANSI standards
and Voluntary Product Standards for wood structural panels, and engineered wood products.
APA is an accredited certification body under 180 65 by Standards Council of Canada (SCC)),
an accredited inspection agency under ISOIIEC 17D20 by International Code Council (ICGy '
International Accreditation Service (IAS), and an accredited testing organization under
ISOIIEC.17025 by IAS.' APA la also an approved Product Certification Agency, Testing '
Laboratory, quality Assurance Entity, and Validation Entity by the State'od Florida, and an ,
approved feeling laboratory by City of Los Angeles and Miami -Dade County-
APA —THE ENGINEERED WOODASSOCIA77011
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. DISCLAIMER
APA Product Report® is a trademark of APA — 77re Engineered Wood Association, Tacoma,
. Washington. The informationcontained herein is based on the product evaluation in acoorddnce `
with the references noted in this report Neither APA, nor its members make :any warranty,
exPressad 6.r Implied, or assume any legal liability or responslfxTity for the use, application. of, '
andior reference to opinions, findings, conclusions, or recommendationsIncluded in this report
Consult your Ideal Jurisdiction or design professional to assure compliance win code, _
constnrction, and performance requirements. Because APA has no control over quagty, of
wortalianship or the condlitions under which engineered wood products are used, It cannot accept -
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0 2014'APA- The Engineefed Wood Association 07-02
SCANNED
Technical Note No. 014 t+By LP
- - - St .Lucie -County - -BUILDING PRODUCTS
-
Installing LP® SmartSide®Trim and Lap Siding on Concrete or Masonry Walls
over Furring Strips in Florida (Volt Wind Speeds)
This Technical Note is an addendum to the LP® SmartSide® Trim and Fascia, and LP® SmartSide®
Lap siding Application Instructions ('Instructions"). It is intended to provide an alternative
fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring
strips. The Instructions remain effective except as may be modified by this Note. Refer to the
Instructions for all other aspects of product installation.
Trim and lap siding may be installed on concrete or masonry walls over furring strips:
■ Trim and lap siding must be installed over a minimum 1x4 nominal size Southern Pine
furring strips with a specific gravity greater than or equal to 0.55.
o Install furring strips no more than 16"o.c. in wind speed areas less than or equal
to 200 MPH'
Siding shall be installed to safely support all loads, including wind loads, of the locally
adopted building codes. The installation of siding shall result in a system that provides a
load path that meets the requirements for the transfer of loads from their point of origin
through the load -resisting elements to the structure. The mechanical connection of the
furring strip to the concrete or masonry structure is the responsibility of a design
professional. LP assumes no liability for any loss or damage caused by the design of the
mechanical connection of the furring strip to the concrete or masonry structure and is
expressly released by the purchaser or owner from any such loss or liability.
Minimum Fastener Type:
o Corrosion Resistant— Hot Dipped Galvanized or equal (ASTM A153)2
o Ring Shank3
o Shank diameter = 0.120 inch
o Head diameter = 0.270 inch
o Length = fastener shall fully penetrate a minimum 1/2 inch into nailable furring
Caution: fastener shall not bottom out on masonry wall leaving the fastener
head less than flush with the face of trim or siding.
Page 1 of 3
ADDRI s 414 Union Street
Suite 2000
Nashville, TN
Dale Created: 12/04/2015
Last Revision: 12J1712015
Expiration Dale: 06/2017
• The 2012 IRC and 2014 Florida Residential Code require a water-resistant barrier be used
on all exterior walls, except over concrete or masonry walls per Exception 1 in Section
R703.1.1 of both Codes. LP always requires the use of a WRB behind LP® SmartSide®
products. LP has no responsibility for any damage arising from a failure to use a WRB.
Lap Siding
• Limitations:
o For use with Strand substrate lap (all widths) and/or Fiber substrate lap
(up to 8 inches wide only)
o Excluding Cedar Shake Fiber Lap, Bold Profiles Fiber Lap, Self -Aligning Fiber Lap,
and SmartLockTM Strand Lap
• Fastening Requirements:
o Place fasteners 3/4 inch from top edge of lap siding
o Increase minimum lap siding overlap to 1-1/8 inch
o Blind nail two fasteners per furring strip (every 16" o.c.)
Page 2 of 3
ADDRESS 414 Union Street
Suite 2000
NashvWe, TN
TEL (615)9B6-5600
PAX (615)986-5666
WED w Jpcorp.com
Date Created: 12/04/2015
Last Revision: 1211712015
Expiration Date: 0612017
Trim
■ Limitations:
o In Florida where high negative wind loads area concern, box or common nails
should be used.
Trim nails may be used in Non -Hurricane -Prone Regions with the
following cautions: Do not overdrive or countersink the fastener, nail
flush with the surface of trim. Detachment of trim is not covered by the
LP® SmartSide® limited warranty whether common, box, or trim nails
are used.
• Fastening Requirements:
o Two fasteners spaced a maximum of every 24 inches o.c. along the length of the
trim, or two fasteners at both ends with additional fasteners spaced a maximum
of every 12 inches o.c. along alternating edges the length of the trim.
o Trim under 7 inches wide use a minimum of 2 nails per width. Trim 7 to 12
inches wide use a minimum of 3 nails per width. Trim over 12 inches wide use a
minimum of 4 nails per width.
1 Wind speed is Ultimate Design Wind Speed/ Zone S/ 10 ft2/ 30 foot height. See 2014 FRC.
2 Corrosion resistance and capable of preventing rust, stain and deterioration of the fasteners
under normal outdoor environmental conditions for a period of no less than 50 years. For further
information or guidance, consult your nail supplier/manufacturer.
8 Ring shank nails shall be capable of the performance specified in Table 1A Ring -Shank Nail
Withdrawal Loads of APA publication TT-109, Wood Structural Panels Used as Nailable Sheathing
when tested in accordance with ASTM D 1761, Standard Test Method for Mechanical Fasteners in
Wood and NDS-2015. For further information or guidance, consult your nail
su pplier/manufacturer.
Page 3 of 3
ADDRESS 414 Union Street
Suite 2000
Nashhlle, TN
TEL (615) 986-5600
PAX (615) 986-5666
WEB w Jpcorp.com
Dale Created: 12104/2015
Last Revision: 12117/2015
Expiration Date: 06/2017