HomeMy WebLinkAboutProduct Approval R R W Building Consultants, Inc.
W B Consulting and Engineering Services for the Building Industry
C P.O.Boa 230 Valrico.Fl.33595 PhoncSI3.659.9197
Florida Board of rofessional Engineers Certificate orAutilorizationNo-9913
Ole.
Product Sub Category Manufacturer Product Name
Category Plastpro Inc. Glazed Fiberglass Doors
Swinging
Exterior 5200 W.Century Blvd. Doubles
Doors Exterior Door Los Angeles,CA
Assemblies w/or w1out Sidelites
Phone 440.969.9773 inswing I Outswing-"Impact"
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61620-3,Method I D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process,of the product named
herein,
Limitations: '
I. i
This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements
excluding the"High Velocity,Hurricane Zone".
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 bome debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
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-17347.6 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.6 for size and design pressure limitations.
Supporting Documents:
11 Test Revort No. Test Standard Testing Laboratory Signed by
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,Inc. V.K.Wright
TEL 01391141 ASTM E330-02,E331-00 Testing Evaluation Lab..Inc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton,P.E.
2. Miami-Dade NOA Materials Testing
17-0712.05, Saflex"PVB interlayer(Eastman Chemical Company)
3: Drawing No. Prepared by Signed&Sealed by
No.FL-17347.65 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
41 Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5i Quality Assurance
Certificate of Participation issued by National Accreditation and
j--
Management Institute,certifying that Plastpro Inc.is manufacturing products %
j within a quality assurance program that complies with ISO/lEC 17020 and
Guide 53.
All,
Lyndon F.Schmidt,P.E.
FL PE No.43409
912512017
Sheet 1 of 1
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Fl011(�d
;A + I Product Approval
rt ` USER:Public User
Product Anoroval Manu>Pmducr nr APolication Search>Anoncatinn List>Application oetall
i
FL# FL17347-R2
Application Type Revision
Code Version 2017
Application Status Approved
i
Comments
Archived
l
I
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
I
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
I
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
i Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan J.King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate or Indeoendence.odf
I
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
j ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17347 R2 Equiv (b)Equivalency Of Standards gdf
Sections from the Code
Product Approval Method Method I Option 0
Date Submitted 08/13/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
Summa ry of Products
FL# Model,Number or Marne Description
17347.1 a.Fiberglass Door "Non-impact"Fiberglass Glazed Door-Single With or without
Sidelltes(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 6'8 In Height
Limits of Use installation Instructions
Approved for use in HVHZ:No FL17347 R2.11 (b)Inst 17347.1.pdf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE (b7 Eval 17347.1 odf
Installation instructions and product particulars. I Created by Independent Third Party:Yes
17347.2 b.Fiberglass Door 'Non-Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up to
Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 11 (b)Inst 27347.2.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, FI-17347 R2 AE (b)Eval ),7347.2,r)d_f
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations
Ili up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 11_(b)Inst 17347.3. f
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant*No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.3 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.3,of
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.4 d.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up to
Nominal WO in Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 If f b)Inst 17347.4.ndf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant,No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval17347.4.odf
Installation Instructions and product particulars. Created by Independent Third Party:Yes
17347. e.Fiberglass Door "Impact" glas Glazed Door-Single with or without
OX iir�'
Side (X XO,OXO)Outswing/Inswing Configurations
up to No'Qa'l 6'81n Height
Limits of use Installation Instructions
Approved for use In HVHZ:No FL 7347 R2 11 (b)Inst 17347.5.nd
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party.Yes
Desl N/A Evaluation Reports
ter:See I urei7347.,for any additional use limitations, FL17347 R2 AE b)Eval 17347.5.pd
S I T
rti.n lostuu,Cions and product particulars. Created by Independent Third Party:Yes
installa
Q
17347.6 f.Fiberglass DoorIass Glazed Door-Double with or without
S
ido Itt
OXXO)Outswing/Inswing Configurations up to
N in
omin 168 Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.6.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other.See INST 17347.6 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.6.odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.7 g.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.7.0f
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.7 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.7.pdf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or OXXO)Outswing/Inswing Configurations up to
Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.8.gdf
i Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant,Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.8 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.8.odf
I installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 i.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 68 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.9.0f
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.9.ndf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.10 J.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites()(X or OXXO)Outswing/Inswing
Configurations up to Nominal 618 in Height
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347 10.odf
Approved for use outside HVHZ:Yes Verifled By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other.See INST 17347.10 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 10 odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11k.Fiberglass Door "Nan-Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 8'0 in Height
Limits of Use Installation instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 it odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.11 for any additional use limitations, EL17347 R2 AE (b)Eval 17347 11 odf
installation Instructions and product particulars. Created by Independent Third Patty:Yes
17347.12 I.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
! without Sidelites()OC or OXXO)Outswing/Inswing
i Configurations up to Nominal 8'0 in Height
j Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 12 odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
i Design Pressure:N/A Evaluation Reports
i Other:See INST 17347.12 for any additional use limitations, FL17347 R2 AE (b)Eval 17347 12 pdf
installation Instructions and product particulars. Created by Independent Third Party:Yes
17347.13 m.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347 13 odf
Z
'
plastpro
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GENERAL NOTES y 1 0x u X 0 ciq -
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1. This product has been evaluated ands in compliarce with the 6th Edition(2017} v O ocn 26
e Florida Building Code(FBC)structural requirements excluding the"High Velocity
Hunicone Zone"(HVHZ). a u
E 2. Product anchors shall be ca fisted and spaced as shown an details.Anchor u
embedment to base material shall be beyond wall dressing or stucco. o
G 3. When used In areas requiring wind borne debris protection this product complies a
E with FBC Sections 1609.1.2&R301.2.1.2 and does noirequire an impact resistant >;
covering.This product meets missile level"D"and incUdes Wind Zone 4 as
o defined in ASTM E1996 and FBC Sections l 609.1.2.2&R301.2.1.2.1. t,
A. For 2x stud framing construction,anchoring of these tKgs shall be the some as x o x
that shown for 2x buck masonry construction. M N
a
? 5. Site conditions that deviatefrom the details of this drawing require further Ln
engineering analysis by a licensed engineer orreglsteed architect. XX
a TABLE OF CONTENTS o
SHEEN DESCRIPTION
0 1 Typical eievalionsgenera
,desi n ressures& tnotes v
n 2 Door&SldeBie portal detab
G 3 Life frame grazing details ==t❑ )
4 Elevations v K< ,a
a 5 Hod ontoi&Vertical Cross Sections(2X Buck DESIGN PRESSURE DESIGN PRE55URE _ S e
Y 6 Horizontal&Verticai Cross Sect ons iX Buck MAX.
7 Horizontal&Vertical Cross Sections(Direct to Masonry} CONFiG. FRAME (PSF)....:.. jPSF� ztj
B Vertical Cross Sections(Thresholdsi D1MENSIbN INSWING.: OUTSWiNG �iEr 10 08 14
POS. • ' NEG ;POS,-: NEG.'.. .cus N.T.S. 9
c 9 Horizontal&Vertical Cross Sections D rect to Noso tiy} XX 74.0"x 82.0" r AL�. JK m'
10 Buck anchoring +50,0 -50,0 +50.0 _50.0
i i Fraena anchoting Behar are stalls OXXO T48.5"x B2.0" ct+K,pe LFS 3
12 Bili of moterfols and components ostia Ko,:
FL-17347.6
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6 si+Ea i oa• 12
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A SILICONE I
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1"OVERALL GLASS 7HK. SEALANT 1-1/4'OVERALL GLASS THK.(ADCO)
a EXTERIOR i/8"ANNEAUEDGLASS EXTERIOR v.'r'- 1/9'ANNEALED GLASS o�
0.090'SAFLEX PVB �-0.040"SAFLEO PV8 NTERLAYER o
s INTERLAYER 118"ANNEALEDGLASS :='
a 1111'ANNEALED GLASS AIR SPACE n"-
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2 7 27 77 UPDATE TO 6TH ED. 2017 FOC JK PART OR ASSfIdBLY: t BUILDING CONSULTANTS, INC. -
� V T� to _ ) D4 14 15 UPDATE Til 57N ED. 2D16)FOC JK EL.£VAZIONS L!L! P•O• Box 230. Volrico. FL 33595
U NO DATE BY Phone No.: 813.659.9197
REVISIONS FSPE C.A. No. 9813 t
11 zo I4 P.W.e.u.0 a CON9e3LTANT9 IHC. ,
f
E NOTE:
B E 1:Spacing for Item L•6'from each and and 3 mare
C B equally spacod along sideGle jamb(5 total). Z'N.
C _ o c,
L „ 2.Spacing for Item L @ head&sill:N from each end,1 * =z 'n
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L @ centerline,2 additional at 3°&4.5°from end
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T HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR _ INTERIOR c o =o
$ Ou swing shown(inswing similar) 5 QulMng shown Inswing oftarl o v
3 VERTICAL CROSS SECTION a a
$ Oulswing shown(Inswing similar)
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TT 40 L 12 40INTERIOR EXTERIOR o Mr.er: JK 3
.s CHK.BY: LFs
s 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION DNANUD NO.:
$ outswing shown in ng semi or) $ n wng shown(out ng mm ar 4 VERTICAL CROSS SECTION FL-17347.6
5 Outswing shown(hawing simbr) a
SNCR 5 OF 12
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G INTERIOR ° 3 VEIMCAL CROSS SECTION ��6 w Shown w/iX sub-buck � Mob
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a° F S�,m
0 9EXTERIOR SEE NOTE 1
9
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION _ O d F,d 6
Shown w/1Xsub•buck 6 S ownw 1Xsu uck A ,n
OulsOng shown(Inswing similar) Outswing shown(Insw(ng simlar)
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SEE NOTE 2 L 50 =v W
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EXTERIOR _ INTERIOR N—°z o
NOTE: DATu I010B,114 z
1.Spacing for item L•P from each and and 3 more
equally spaced along sidelitejamb(5totol). ter= N.T.S.
4 VERi1CAi CROSS SECTION owc.er; JK m'
6 Shown w/1Xsub•buck CHK. LFS 3
2.Spacing for Item L®head&sPI:b°from each end,I Outswing shown(Inswing similor) e
®centerline,2 additional at 3.8 4.S'from end DROI x No.,
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T f PlASTPRO INC. Lyndon F. Schmid! -ZOR1D/:'•A,���`
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Iw rn y A NO DATE BY SECTIONS (THCAL RESHOLDS) Pnono No.: 813.659.9197 ,
REVISIONS FBPE CA No. 9813
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0-471-471-5 UPDATE f0 5TH ED. 2014)FBCBUCK ANCHORING
e/I�UY P.O. Box 230. voInco. FL 33595
IN ch a NO DATE qJK
Phone No.: 813.859.9197
REVISIONS FSPE C.A. No. 9813
4�J 2014 R.W.81n1- A"M CONSULTANTD INC. -
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BILI OFMATEWALS `�%%%%%
ITEM/ DESCRIImoN - - - - MANNAL .a.56" ---•-I _ -- - `.�Q�.�'...........
A 1X BUCK(G>=0.42) WOOD T- 4.56'
B 2X BUCK IG>=0.42) WOOD N _V° * -z r!
C l/4"MAX.SHIM SPACE ���TTT
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L #10 X 2.1/2"PFH WOOD SCREW 1.15'MIN.EMB. STEEL v r m d a a
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N 3/16"X2.3/4"ITWCONCRETE SCREW STEEL
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I POLY FIBER JAMB COMP. INS!INGTHRFSHOLD 24SWWGTHRESHOLD
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7 WEATHERSTRIP(ENDURA FORCE 5) FOAM cc
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9 #9 x 3/4"PFH WOOD SCREW STEEL 51DELRE ADAPTER ?o
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12 LATCH STRIKE PLATE STEEL 14P-4.56r
�l 13 DEADBOLT STRIKE PLATE STEEL20 INSWING THRESHOLD ALUM/COMP ! p m21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP
22 OUTSWING THRESHOLD ALUM/COMP I 4.56! al a
23 OUTSWING THRESHOLD W/SIDEUTE ADAPTER ALUM/COMP
INSWING THRESHOLD w SIDfLRE ADAPTER OUTSWING THRESHOLD w SIDELRE ADAPTER
23
a 24 ADA THRESHOLD ALUM 21 Endura(LSedas) Endwo(ZSedes) 'mr
A 25 OUTSWING THRESHOLD ALUM/WOOD
26 INSWING THRESHOLD ALUM/WOOD
27 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/WOOD 4.56" ` 4.57"
' 33 ASTRAGAL(DLP OR ENDURA) ALUM ^
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CONCRETE ANCHOR NOTESNOTES: a
$ 1.Concrete anchor locations at the comers may be adjusted to maintain the min. 1 J5
edge ddlance to modarlobts. z
1, n
2.Concrete,anchor locations noted as MAX.ON CENTER"must be adjusted to -1.75-" 1 _ n� w
0 212 —"-
moinloln the mtn.edge distance to mortar Joints,additional concrete anchors I z
may be reqused to ensure the"MAX.ON CENTER"dimeruton are not exceeded, n•-o
3.Concrele anchor table:
RI ..,.. INC ANC =
;ANCHOR' ANCHOR M►NJ': M ASOR RCE MOADJAR E 5/16"OSUDEBOLT N -2 u°
TO MASONRY TO AOlACEM / in 5/16"0 SLIDE BOLT
.:TYPE,:" " 'SIZE • EMfIEDMEMT /CJ (TTHROW 0 wn::10/08/14 i
w EDGE ANCHOR- cd (2"THROW® .o
ITW BUILDER 3/16" 1.1/4" 3" 1-1 EACH END( EACH END) scuc, N.T.S. °
TAPCONs' 1/4' 1.1/4" T 4" awc.eJK 2
BOLT RETAINER -for.ELCO 1/4" 1.1/4" 1" 4' \CONCEALED Imo---4.57" -� a+w BY: LFS 3
ULTRAC061
a STIFFENER � oruwwo no:
WOOD SCREW INSTAUATION NOTES: ASTRAGAL ENDURA ASTRAGAL •+
1.Maintain a minimum Sfitedge distance,l"onddistance,dl"o.c.spacing oT 33 DLP UlhaleHuntcone 27 INSWING 7HRESNOIDw/SIDFLITEADAPTER FL-17347.6 0
wood screws to prevent the spilling otwood. DLP
s+aa 12 CF 12
d
RR W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C 11.0-Box 230 Valrico.FL 33595 Phone 813.659.9197
Florida Board of Proressional Engineers Certificate of Authorization No.9813
�`JPP/dl E ' I I
Diitez e
Product
Category Sub Category Manufacturer Product Name
Swinging Plastpro Inc. Glazed Fiberglass Doors
Exterior I 5200 W.Century Blvd. Doubles
Doors Exterior Door
Assemblies Los Angeles,CA w/or w/out Sidelites
i Phone 440.969.9773 Inswing/Outswing-"Impact"
l
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will acquire financial interest in the company
Manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements
excluding the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
Ior stucco.
3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2&R301.2.1.2 and does
not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996
and FBC Sections 1609.1.2.2&R301.2.1.2.1.
�4. For 2x stud.framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
I15 Site conditions that deviate from the details of drawing FL-17347.6 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.6 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391141 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
2. Miami-Dade NOA Materials Testing
17-0712.05' Sallex°PVB Interlayer(Eastman Chemical Company)
I3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.6 RW Building Consultants, Inc.(CA#91313) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring, RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance �- F
Certificate of Participation issued by National Accreditation and h�� �:.h��l; e�-_,a-;�•,gig
Management Institute,certifying that Plastpro Inc.is manufacturing products
within a quality assurance program that complies with ISO/IEC 17020 and Zt r te I'4c, A".";-
99
Guide 53. aro e" r o
cd
..
U„ e
�`.f.a'q4°�• r:: •,"�...^�rpr,A,,`yea
f -`�i� , Lyndon F.Schmidt,P.E.
443 d °ji Sax=' FL PE No.43409
9/2512017
' Sheet 1 of 1