HomeMy WebLinkAboutProduct Approval plastpro
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74"MAX OVERALL FRAME WIDTH
5200 W. CENTURY BLVD. �• �:
LOS ANGELES, CA. 90045 .f>•'''........•
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GENERAL NOTES
148.5 MAX.OVERALL FRAME WIDTH
1. This product has been evaluated and is in compliance with the 5th Edition(2014) 37.V MA)L
74"MAX
FRAME WIDTH a
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Florida Building Code(FBC)structural requirements excluding the"High Velocity �`— -FRAMEwIDTH
Hurricane Zone"(HVHZ). a a a
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. 0
3. When used In areas requiring wind home debris protection this product complies
with Section 1609.1.2 of the FBC and does not require an impact resistant _ 0 X O X 0
covering.This product meets missile level"D"and excludes Wind Zone 4 as 0 m
defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. o
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4. For 2x stud framing construction,anchoring of these units shall be the some as
that shown for 2x buck masonry construction.
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5 5. Site conditions that deylate from the details of this drawing require further a
engineering analysis by a licensed engineer or registered architect. '
TABLE OF CONTENTS
R4,
DESCRtP HON
Typical elevotfons,design pressures Ji general notes MA?( At 5K3N t?RESSfJRE D.Sir3N pRESSUtf E: o
Door S Si elite panel details
Lite frome giozing details GOT�('lta PRA�At iN�sifr ': mom swsE 10 f3 14
t3evanoru N.T.S.
PZ3S : N * , : POS;. 1tJ .;i: pwa.si: JK
Vertical cross sections XX74.0"x 82.0"Horizontal cross sections OXXO 148.5"x 82.0" +50.0 -50.0 +50.0 .50.0 CM er: LFS
Buc anchorin r R—"No.:
Frame onctxxing&hardware details FL-17347.8
Bill of materials and components
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0.4' �0.7 EXTERIOR 2B'� 4, \� '0. "
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CAP(PVC)
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HINGE STILE(LVL) INTERIOR UTCH STILE(LVL) P IPVC) 1. ,���Frl*11 1��,`` Qz!d m
G1 G2 TOP RAIL s'�' A+ S o x z 0
(COMP.) v 't V i
1 HORIZONTAL CROSS SECTION L
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35.75 MAX.PANEL
WIDTH � ':. '�►
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KNOT: 10IE1(400)
DEADROM SERIES(660)
ECHLAGE HANDLESET:7SERIE3(F60) ''. n z
. DEADEOLT: R SUBS(F60) ,.-
SCHIAGE KNOB: 'F'SERIES(F10) 8 Zn
F DEADBOLT: 7'SERIES(360/62) FOAM CORE er'
SEE DOOR LOCK YAtP ¢NO3: pulls 100 C (POLYURETHANE- •�' m
HARDWARE TABLE DEADIOLT•, E20SINGLECYLINDER 1.9 PCF MIN.) ','' •,a.'
RBERGLASS SKIN .E a u
(0.075'MIN.THK) E,
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IIASirRO DOOR PANEL BOTTOM RAIL 'z D
(COMP.)
50 PL4WRO SIDEUTE PANEL wtE 10/V14 14 =
sru>= N.T-S.
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ax er. LFS 3
A 2 VERTICAL CROSS SEMONoaAwiNo N% c
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24 72'MAX. \\ *
FRAME WIDTH 23.50'MAX.LIGHT '� /o m
20.5°MAX FRAME WIDTH Q •% : vi
D.L.O.WIDTH 20.50'MAX «
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STRUCTURAL STRUCTURAL fi o
3A —�{ 1/2 GLASS BITE in
SILICONE HOT BUM SILICONE
5/8"GLASS BITE
EXTERIOR 1°OVERALL GLASS THK SEALANT 1-1/4"OVERALL GLASS THK
12
1/8"ANNEALED GLASS (ADCO) EIITERIOR 4y.,�! 1/8'ANNEALED GLASS x�
O,W SAFLEO PVB 0.090"sAFIEX®PVB NTERLAYER
INTERLAYER I/8'ANNEALED GLASS
1/86'ANNEALED GLASS F
AIR SPACE AIRSPACE
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INTERIOR 1/8"TEMPERED GLASS INTERIOR 1/B°TEMPERED GIASS .4. -Z u
INTERCEPT SPACER ave 10/8/14 a
SCREW CAP 1/7 NON-GROOVE SWIGGLE
#7-19 X 1-3/4"PPHsuz, N.T.S.
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SELF-DRILUNG SMS #10 X 1-3/4"PPH SMS 3B w/DELCHEM#80 POLYSULFlDE 5
s l/8"BACKFILL °N0•m JK m
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GL-_4V DETAIL a NO.:
Gl
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RSL Ute Frame FL-17347.6 0
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P 1� PIASfPRO Lyndon F. Schmla �i� .4 •' \�\
1 o FIBERGLASS DOOR P.E. No. 43409
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Q, `y m PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
p.N 7s;N 1 14 13 UPDATE TO 3TN m. 2014 FBC JK P.O. Box 230,VDlrieo, F1. 33893
�fD m NO DATE BY ELEVATIONS Phone No.: 813.839.9197
REVISIONS FBPE CJL No. 9813
®2014 R.W.BUILDIND CONSULTI.HTe Inc.
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INTERIOR EXTERIOR � 1 0�j
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INTERIOR EXTERIOR INTERIOR EXTERIOR
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1 VEIMCAL CROSS SEMN 2 VERTICAL CROSS SECTION rF1 VERTICAL CROSS SECTION
s wn ar n ng s own r l5—iiswG s m nrgg ' ' r`r
5 2XBuc ConstrucBon� 5 1X Buck Conshuctlon g 5 2XBurckCon�s'trucRon ng mar �. EL
NOTE
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1.Spacing for Rem J®head&sM 6"from each end, c
1®centedne,2 additional at 3"&4.5"from end D &
adjacent to door.
VEI CAL CROs sEC11oN '
INTERIOR SMIOR INTERIOR EXTERIOR ADA 5111
INTERIOR EXTERIOR INTERIOR SMIOR
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SEE NOTE I E
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4 VERTICAL CROSS SECTION 5 VERflCA4 CROSS SECTION 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION Cm W. LFS
DROM NO, v
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Inswing sifl $ outrwingsl $ Inswings 5 n ng slu FL-17347.6
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0.1 S' EE 0.15 *
E C F C51NK CSINK 0 15' C C CSINK �J,� ��iI
SEE NOTEI :s.:� oa
EXTERIOR J 7 EXTERIOR .. •' • �� >>° m
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INTERIOR S 3
KfERIOR
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3-'N HORIZONTAL CROSS SECTION
`J 6 uuwing shown punwng ifoo—r 6 n ng s own Ou ng s or 6 1nsw ng shown jOumrng EF6-j & a
?X Buck CorsfiuciTon 2%Buck ConShucHon `J I%Buck Conshuctlon
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SEE NOTE 1 J 9 INTRIOR INTERIOR a.• 'p
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NOTE: �1 HORIZONTAL CROSS SECTION [�HORIIOMAL CROSS SECTION sauce N.T.S.
1.Spacing for hem J:d"from each end Insw ng s own ou ng ar 6 n8 own ou ng mar 4 HORIZONTAL CROSS SECTION DM or. JK
S and 3 more equally (Shown wlout efnforcemenf( m
q ally spaced along 6 I ng shown Ou ng s ar � en ;
sldeQte lamb 15 total). IX Buck Con duction LFS a
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FL-17347,6 0
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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'
Florida Board ofProfessional Engineers Certificate of Authorization No.9813
Dale: April 15, 2015
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging 5200 W.Century Blvd. Doubles
Doors Exterior Door
Assemblies Los Angeles,CA wl or w/out Sidelites
Phone 440.969.9773 Inswing/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.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 5th Edition(2014)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 Section 1609.1.2 of the FBC and does not
require an impact resistant covering.This product meets missile level"D°and excludes Wind Zone 4 as defined in ASTM El 996 and
Section 1609.1.2.2 of the FBC.
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:
1. Test Report No. Test Standard Testing Laboratory Siqned by
TEL01391140 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391141 ASTM.E330-02 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
14-0423.16 Saflee PVB Interlayer(Eastman Chemical Company)
3. Drawinq No. Prepared by Signed&Sealed by
No.FL-17347.6 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Siqned&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing products ;
within a quality assurance program that complies with ISO/IEC 17020 and = -
Guide 53. -
Lyndon F.Schmidt,P.E.
FL PE No.43409
4/16/2015
Sheet 1 of 1
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No.43409
} o Q PRODUCT: Doe ft P-pC,.d By:-- ,.
1�• PLASTPRO Lyndon F. Schmidt iii •••'• •_� ��`
o FIBERGLASS DOOR P.E. No. 43408
V ZI Ifflflllltllt`
R ;y m PART OR ASSEMBLY: K�/��BUILDING CONSULTAN75, INC.
I� v 7q 4l 1D-471-471-5 UPDATE TD 57H m. 2014 FBC JK BUCK ANCHORING d 1iVlr P.O. Box 230,Valrico, FL 33595
NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE CA. No. 9813
0 2014 R.W.BIIILDIND CONSULT-INC.