HomeMy WebLinkAboutProduct Approval R W R W Building Consultants Inc. � `' 'ru)
Consulting and Engineering Services for the Building Industry 1
P:O:Box 230 Valrico,Fl,3J1595 Phone 813.659:9197
Florida Board ofProfessional Engineers Certificate of Authorization-No.9813 APR 10 2017
PERMITTING
St. Lucie C
Repoi-I No.: FL-1 7184.4
Pi-oduct Evaluation Report
Date: Apri127,2015
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Double Door
Exterior Swinging
Exterior Door 5200 W CENTURY BLVD. Inswing/Outswing
Doors Assemblies LOS ANGELES,CA 90045 "Impact"
(440):969-9773
Scope: This isa Product Evaluation report issued by R W Building Consultants, Inc.and 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 hasbeen evaluated and is in compliance with the 5th.Edition(2014)Florida Building Code(FBC)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
orstucco.
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 includes Wind,Zone 4a defined in ASTM El996.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-17184.4 require further engineering analysis by a licensed engineer or
registered.architect.
6. See drawing FL-17184.4 for size and design pressure limitations.
Supporting-Documents:
1. 'Test Report No, Test Standard Testing Laboratory Sinned by
TEL 01391120 TAS'201-94,202-94&TAS 203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E
TEL 01390454 ASTM E1886-05/E1996-06 Testing.Evaluation Lab.;lnc. V.K.Wright
ASTM E330-02
2. Mian*Dade NOA Materials Testing
14-0423.16 Saflex®PVB Interlayers.(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17184.4 RW Building_Consultants, Inc..(CA#9813) <tis:`= =e.°` 1e,? Lyndon F:Sshrriidt,P.E.
4. Calculations Prepared by "'' `? Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813),x' _` ;r= °°� Lyndon F.Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Z., a r-
Management Institute,certifying that'Plastpro Inc.is manufacturing products' _ o irj
Within a quality assurance program that complies with ISO/IEC 17020 and: ti t b Lyndon F.Schmidt,P.E.
Guide 53. `
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4/27/2015
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1. This product has been evaluated and Is in compliance with the 5th Uj _ V V r
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excluding the"High Velocity Hurricane Zone"(HVHZ). O cD o z w N J w
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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
3 impact resistant covering.This product meets missile level"D"and
includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of
3 the FBC. s
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4. For 2x stud framing construction,anchoring of these units shall be the 8
same as that shown for 2x buck masonry construction.
GLAZED DOUBLE DOOR m
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect. o
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3 HORIZONTAL CROSS SECTIONS OUTSWING X +50.0 —50.0 SCALEN.T.S.
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5 BUCK & FRAME ANCHORING74.00" G1 CHK.BY. LFS
6 ASTRAGAL DETAILS INSWING X +50.0 —50.0 DMO NC NO.:
g 7 BILL OF MATERIALS & COMPONENTS 98 00" H
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1�— z PLASTPRO INC. Lyndon F. Schmidt •• •.,, d
I°I V a z o FIBERGLASS DOOR P.E. No. 43409. r/si`,701VALtt
r -1 PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC.
1 0-472-271-5 UPDATE TO 5TH ED. (2014) FBC JK ASTRAGAL DETAILS tl lJ
P.O. Box 230• Valrico, FL 33595
� -1a O fv NO DATE BY Phone No.: 813.659.9197
REVISIONS FSPE CA No. 9813
®2012 R.W.BUILDING CONSULTANTS IND.
BILL OF MATERIALS �QA' N
_
ITEM DESCRIPTION MATERIAL n attq yo �p+ v M
C 1/4" MAX. SHIM SPACE WOOD o
H 1/4" X 2-3/4" ELCO OR ITW PFH CONCRETE SCREW STEEL 0rcr0,zp 6m
J 3/16" X 3-1/4" ITW PFH CONCRETE SCREW STEEL ,v"• �°m
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 00 �����• .....••• �y�` >>°M m
K 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE o 2 22" �i�i���l��c'p1`����� o n;z°
L 2X BUCK SG >= 0.55 WOOD ` °a o
M 1X BUCK (SG >= 0.55) WOOD �yJ 1^^:e E m z m Z O
N 1/ 4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL v ry e.g 9 0`o a
P 1/4" X 2-1/4" ITW PFH CONCRETE SCREW STEEL a ^ ' i
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2 HINGE & LATCH STILE REINFORCEMENT WOOD E v°Z
3 TOP RAIL COMPOSITE o S.,
4 BOTTOM RAIL COMPOSITE
5 LOCK BLOCK WOOD
6 DOOR SKIN (0.069" THK.) PLAST PRO/NANYA Fy= 11,063 PSI FIBERGLASS rn
7 FOAM CORE POLYURETHANEo QE
11 JAMB FINGER-JOINT-PINE SG >= 0.42 WOODzo �z
11A POLYFIBER JAMB POLYFIBER oy } a
13 WEATHERSTRIP FOAM ��4.562"� �S m la
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23 #10 X.3/4" PFH WOOD SCREW STEEL Lo
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27 DEADBOLT STRIKE PLATE STEEL 11 JAMB m
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STEEL 11 POLYFiBER JAMB
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34 #10 X 1-3/4" PFH WOOD SCREW STEEL LO
s`5 35 GLAZING COMPOUND REDI-SEAL BY ODL, POLYMERIC FOAM P MERIC FOAM
0 36 STRUCTURAL SILICONE DOW #995 SILICONE rn
37 SCREW PLUG - W o
40 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM rn
41 CONCEALED STIFFENER 6063-T6 ALUMINUM BY DLP ALUMINUMIn
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42 SLIDE BOLT ROD STEEL � 4.56 �
43 #8 X 2" PPH WOOD SCREW STEEL a
a 44 ASTRAGAL STRIKE PLATE HEAD STEEL 4.563"— �{ j °z
45 OUTSWING THRESHOLD BY DLP ALUM. WOOD I 10 ui m
51 INSWING THRESHOLD BY DLP ALUM. WOOD N N a
52 DOOR BOTTOM SWEEP VINYL _ o
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NOTICE OF PRODUCT CERTIFICATION
��p CER7IF/CIQT t '�-.
CERTIFICATION NO NI011029.01-R2
4 i� ,..a
DATE: 03/29/2012
CERTIFICATION PROGRAM: Structural
4' N 1 ' COMPANY: Nan Ya
CODE: 661-1
APR � � 2017REVISION REVISION DATE: 12/28/2015
PERMFFrfMG
St. Lucie County, FL
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to-assure that the
product is active and,currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Nan Ya Plastics Corporation USA Series "SLPS 8'0" Height
8989 North Loop East,Suite 800 Out-Swing Patio Door"Fiberglass
Houston,TX 77029 Side Hinged Door w/Sidelites
Configuration: OXXO
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"
Tempered Glass/0.090"DuPont PVB Interlayer/1/8"
Tempered Glass
Frame: W-363.5mm(143.13) H-2426mm(95.5")
Panel: W-876mm(34.5") H-2370mm(93.32")
DLO: W-533mm(2 P) H-2007mm(79")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-08 Class R-PG50 3635 x 2426 (144 x 96)-SHD
ASTM E1886-02/04/05 Design Pressure: +50/-50 psf
ASTM E1996-0.4/06/09 Wind Zone 4-Missile Level D
Qualifies Configurations:O/X/OX/XO/OXO/XX/OXX/XXO/OXXO
Product Tested By: National Certified Testing Laboratory, Inc.
Report No: NCTL-210-3798-2
Expiration Date: March 31, 2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124/ Fax: (804) 684-5122
REVISIONS
REV DESCRIPTION DATE APPROVED
143 1/8" MAXIMUM FRAME WIDTH 6 5/8 A ADDED EDGE DISTANCES 11/05/14 R.L..
105 7/8"
X B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
21M SIDE E
" 34 1/2' MAX r WIDTH
D.L.O. PANEL WIDTH
/ NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
79" / \ TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
MAX RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
D.L.O. / 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
HEIGHT DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
93 5 16" ENGINEER OF RECORD.
MAX 4. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS DETAILS.
PANEL 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
HEIGHT \ BORNE DEBRIS REGIONS.
11'' //' 6. FRAME JAMB AND HEAD MATERIAL: CO-EXTRUDED PVC FOAM 1 1/2" THICK.
95 1/2" FIXED AC WE INACTIV FIXED41 1/2" 7. FRAME SILL MATERIAL: CO-EXTRUDED PVC FOAM 2" THICK WITH ALUMINUM CLADDING .063"
MAX THICK.
HFRAME
EIGHT j \ / 8. DOOR PANEL AND SIDELITE MATERIAL: .075" THICK FIBERGLASS SKIN WITH PVC FOAM TOP
\ AND BOTTOM RAILS, AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND
Ny POLYURETHANE FOAM CORE.
9. APPROVED CONFIGURATIONS: 0, X, OX, X0, XX, OXO, XXO, OXX AND OXXO. SEE SHEET 2.
10. HINGES LOCATED AT 8", 33 1/2", 59" AND 84 1/2" FROM BOTTOM OF PANEL
SERIES SLPS 8'0 EI T OUT-SWING PATIO DOOR W/SIDELI
EXTE$IOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
f50.OPSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 4
SIGNED:05/12/2015
NAN Y 8989 PLASTICS
LOOPC AST USA
``\\J\S�R I!�I0
HOUSTON, TX 77029 `��,••��GENs�.9'p
TABLE OF CONTENTS SERIES SLPS 8'0" HEIGHT OS PATIO DOOR =*• o 51 *_
FIBERGLASS SIDE HINGED DOOR W/ SIDELITES
SHEET NO. DESCRIPTION ELEVATION AND NOTES �� TATE OF ;�z
1, 2 ELEVATION AND NOTES DRAWN; DWC N0. REV �'��•'��pg10P���'�:
3, 4, ANCHORING LAYOUTS V.L. 08-02135 B 'Zz— -A �sSJOfVAI.Sl�G\��
5 - 9 INSTALLATION DETAILS SCALE NTS DATE 07%11/13 SHEET OF 9 ��I/llllllll���
Ar
IIS- 108 9/16" RENSIONS
I� ' �I� / / ' REV DESCRIPTION DATE APPROVED
105 7/8" I 71 5/16' I_ 36 5 8' 71 5 16'
A ADDED EDGE DISTANCES 11/05/14 R.L.
B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
4//
% / /
95 1/2"
\ \ 4 \
FIXED ACTIVE ACTIVE11 L
ACTIVE INACTIVEL.
FIXED ACTIVE INACTIVE
DOUBLE W/SIDELITE DOUBLE W/SIDELITE(MULL) DOUBLE
EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW
108 1/2" 73 7/8"
71 1/4" 36 5/8" � 71 1/4" I 36 5/8" 36 5/8" � 36 5/8" �{
95 1/2"
\ 4// \ \ 0 FIXED \
FIXED ACTIVE FIXED FIXED ACTIVE ACTIVE ACTIVE
il
SINGLE W/SIDELITE(MULL) SINGLE W/SIDELITE SINGLE W/SIDELITE(MULL) SINGLE
EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW SIGNED:05/1212015
NAN Ya9ssLNORTHICooPCORP. USA \``\ SSP.- 10�,��i'
LEAST
HOUSTON, TX 77029 ``v•��GENo' p'��
SERIES SLPS 8'0" HEIGHT OS PATIO DOOR *-• �V0 61
NOTE: FIBERGLASS SIDE HINGED DOOR W/ SIDELITES
ALL APPROVED CONFIGURATIONS ARE SHOWN AS LEFT APPROVED ELEVATIONSf
��D, TAT OF
HAND ACTIVE, RIGHT HAND ACTIVE IS ALSO APPROVED. /O• 0R10P.���
DRAWN: DWG NO. FR-
V.L.
EV //� •'�C �
SCALE DATE 08-02135 B AL1E�G`�\\
NTS 07/11/13 2 OF 9
AF
REVISIONS
REV DESCRIPTION DATE APPROVED
35 11/16" 34 5/8" 8" MAX
5„ A ADDED EDGE DISTANCES 11/05/14 R.L.
MA MAX 4" 4" MAX 4 4" MAX 4 4" MAX 5 4 B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L..
LMAX MAX MAX MAX
L— _�MAX
3" MAX _ MAX. ANCHORING NOTES:
�— 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER
19" 19„ 22" OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
MAX MAX MAX 2) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCON OF
O.C. O.C. O.C. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
_ ILAYOUTNTO UAND BSTRINSTALLATIONTE. LOCATE ADETAI NCHOS AS SHOWN IN ANCHORING
3) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD
SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ANCHORING LAYOUT AND INSTALLATION DETAILS.
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
TYPE 1 (OR GREATER).
4"
MAX
6— 5" 5" 5' 6"
MAX MAX 5„ MAX' S„ MAX 5„ MAX
MAX L MAX
9" MAX
ANCHORING LAYOUT
SIGNED:05/12/2015
NAN Y8989PLASTICS
LOOPCORP.
EAST USA \\`\O F..'L0
HOUSTON, TX 77029 `v••GENS 9J,%�
v F•
SERIES SLPS 8'0" HEIGHT OS PATIO DOOR —*• 0 61
FIBERGLASS SIDE HINGED DOOR W/ SIDELITES - —
ANCHORING LAYOUT 0; STATE OF
IS
RAWN: DWG NO. REV /'C •'c[0R1OP
cALE NTS DATE 07/11/13 3O8 S"0�1350F 9 B ,//�ss//OjNAL1Ea��\`
34 5/8" REVISIONS
REV DESCRIPTION DATE APPROVED
35 1 16" 4 /
" 4" 34 5 8" 4" 8" 2 1 2" A ADDED EDGE DISTANCES 11/05/14 R.L.
4" -1 4" —� —� 5" 1 5' 4" —I — -i r�4" --I � 5" B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L,
4" 4„ I
f— 1 T— 3„ r—r
22" 22" 191, 19"
MAX. O.C. MAX. O.C. MAX. O.C. MAX. O.C.
L_ L_
15
4"
22"
MAX. O.C.
4 4"
4" 4" —
�I I I —
6' I—
q5" —•I 5" 6" 6" 5" 5"
—�L 5.. —�L 5„ H5„ 9
—'1 g
ANCHORING LAYOUT FOR OXO,XXO AND OXX ANCHORING LAYOUT FOR OXO,XXO AND OXX(MULL)
34 /8" 4" 8"5" 2 1/2"
5 4 5 'I I 4 I` 5 4"
41 47— 7-7
T
I 3, J 6" '1 I^ '1 h' 6"
22„ 22„ 191, 19"
MAX. O.C. MAX. O.C. MAX. O.C. 0AX. O.C. ANCHORING LAYOUT FOR X
SIGNED:05/12/2015
- NAN Ys98eLNORTHICooPCORP. USA \�>,\SIR1Itol,���
LEAST
HOUSTON, TX 77029 •��GENSF9cp�%
*• •Tt
_ 1— SERIES SLPS 8'0" HEIGHT OS PATIO DOOR 0 51
SIDE (�f�Tr •
— I FIBERGLASS ANCHORING A DOOR SW/ SIDELITES TAT . `
6' -i �-- 5„ 6„ HINGED X70. OF '<v
6" II— --`F DRAWN: DWG N0. REV • CORM-1. •��
5" gI V.L. 08-02135 B ���5'S`' G�Z'\�
ANCHORING LAYOUT FOR XX,OX AND XO ANCHORING LAYOUT FOR OX AND XO(MULL) scnLE NTS °ATE 07/11/13 sNEEr 4 OF 9 /i/;10NAL1S%�
REVISIONS
FRAME HEAD
1 REV DESCRIPTION DATE APPROVED
INTERIOR 1/8" TEMP A ADDED EDGE DISTANCES 11/05/14 R.L.
.090 PVB BY DUPONT B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
#9 x 7/8" 1/8" TEMP 1/8" TEMP MULLION COVER
SCREW ALUMINUM MULLION
KEEPER EXTERIOR
INTERIOR
o d STAINLESS
STEEL I #10X2-1/2°
SPACER L SQUARE DRIVE
EXTERIOR SYSTEM 1/2" BITE SCREWS
SEE SHEET 3
DOW 995 #10 X 1 1/2"SCREW FOR LOCATIONS
>
HEAD KEEPER DETAIL SILICONE
1" GLAZING BEAD
INTERIOR FRAME SILL #g x 7/8"
SCREW GLAZING DETAILIL
KEEPER
JAMB MULLION DETAIL
PANEL LEFT FRAME RIGHT FRAME
EaC d
#10 x 2" SMS
#10 x 7/8" SMS SMS x 2"
EXTERIOR #10 x 2" SMS
SILL KEEPER DETAIL #10 x 7/8" SMS--_ STAINLESS e o e OO e OO
STEEL
CONNECTION
PLATE 0 Q
5 7/8"
HINGE INSTALLATION DETAIL F=1 e OO OO
1 5/8"
.. .....
SQUARE DRIVE
SCREWS
OUTSWING DOORSILL DETAIL FRAME CONNECTION DETAIL
SIGNED:05/12/2015
NAN Y PLASTICS
CORP. USA
8989RLOOPAT `\\\\\S 1R ItLo
HOUSTON, TX 77029 v•v\CENSFgcP���
SERIES SLPS 8'0" HEIGHT OS PATIO DOOR *4"TA 0 951 •*=
FIBERGLASS SIDE HINGED DOOR W/ SIDELITES
HARDWARE SCHEDULE fl INSTALLATION DETAILS ��oTE OF
A. (3) 4" BUTT HINGE i0•• •
DRAWN: DWG NO. REV
'�i�'nFs'�COR�OP
CC. RIGID SYSTEM
PVC ASTRAGAL WITH ALUMINUM REINFORCEMENT SCAB NTS DATE 07/11/13 08-02135SH E50F 9 B ����/Sij�NAL`E �\��
2 1/2" MIN REVISIONS
MASONRY/ EDGE DISTANCE REV DESCRIPTION DATE APPROVED
NCRETE
BYOTHERSA ADDED EDGE DISTANCES 11/05/14 R.L.
°
B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
1 X BUCK 'a •"_ a �° , 1 1/4" MIN
OPTIONAL EMBEDMENT
SEE SHEET 1 a 1/4" MAX 1 1/4" MIN
SHIM SPACE EMBEDMENT
BACKER ROD
AND APPROVED
SEALANT BY 1/4"
OTHERS
..,;...... a o
SHIM
SPACE 2 1/2„
MIN.
EDGE
3/16" TAPCON a DISTANCE
INTERIOR
q
7.
°v
3/16" TAPCON
n
1X BUCK OPTIONAL
SEE SHEET 1
EXTERIOR INTERIOR
EXTERIOR
MASONRY/CONCRETE
BY OTHERS
DOOR HORIZONTAL CROSS SECTION BACKER ROD
MASONRY/CONCRETE INSTALLATION AND APPROVED
SEALANT BY OTHERS
4'
3/16" TAPCON
NOTES:
SILL TO BE SET 1.INTERIOR AND EXTERIOR FINISHES;BY OTHERS,
. .... ... .....
... ..................
IN BED OF NOT SHOWN FOR CLARITY.
APPROVED 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEALANT ...i�'t;r:`.�!`.'..,......._ DESIGNED INACCORDANCE WITHASTM E2112 '
MASONRY/ a a ( SIGNED:05/12/2015
CONCRETE d'. 1 1/4" MIN
BY OTHERS EMBEDMENT NAN YA PLASTICS CORP. USA \\\111111/I/
a 89HOUSTNORTH
ON, TXLOOP
77029EAST
�rJ\��GENS'��.9�i�i�_
2 1/2" MIN
f EDGE DISTANCE SERIES SLPS 8'0" HEIGHT OS PATIO DOOR *• 0,.6 �.FJ4
FIBERGLASSSIDE HINGED DOOR W/ SIDELITESINSTALLATION DETAILS O; STATE `
DOOR
MASDNR�/CICAL ONCRETROSS SECTION D L N: DWG N0. OS-02135 Rg /�i�FSS��OR10
ISCALENTS DATE D7/11/13 SHEET OF 9 il���ONA11\\\��
2 1/2" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
MASONRY/
A ADDED EDGE DISTANCES 11/05/14 R.L.
CONCRETE a ° m ° 8 REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
BY OTHERS a 1 1/4" MIN
A
1X BUCK EMBEDMENT
. .
OPTIONAL
SEE SHEET 1
1 1/4" MAX 1 1/4" MIN.
BACKER ROD SHIM SPACE EMBEDMENT
AND APPROVED
SEALANT BY7MA
OTHERS LLL,•.. ;LLL.•,,,
SHIM
t� BY
SPACE
2"
.
#10 x 2 1/2" SCREWS 3/16" TAPCONE
LOCATED 6" FROM NCE
EACH CORNER #10 X 2 1/2" INTERIORAND AT PANEL CENTER SCREWS LOCATED 4"
FROM EACH CORNER
AND 26 7/8" MAX
O.C. THEREAFTER6" TAPCON
ONRY/CONCRETE
EXTERIOR INTERIOROTHERS
EXTERIOR BUCK
IONAL
SHEET 1
BACKER ROD
#10 x 2 1/2" SCREWS3/16" TAPCON SIDELITE HORIZONTAL CROSS SECTION AND APPROVED
LOCATED 6" FROM MASONRY/CONCRETE INSTALLATION SEALANT BY OTHERS
EACH CORNER
AND AT PANEL CENTER
P:
SILL TO BE SET NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
N BED OF NOT SHOWN FOR CLARITY.
APPROVED El 0 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEALANT DESIGNED IN ACCORDANCE WITH ASTM M 12
4° 'd SIGNED:05/12/2015
° 4 1 1/4° MIN' NAN YA PLASTICS CORP. USA ���ulltlu�
EMBEDMENT 8989 NORTH LOOP EAST
• • HOUSTON, TX 77029 ``�w•��GENS'9p���
MASONRY/CONCRETE 2 1/2" MIN.
BY OTHERS EDGE DISTANCE SERIES SLPS 8'0" HEIGHT OS PATIO DOOR *' . 0,:61251
FIBERGLASS SIDE HINGED DOOR W/ SIDELITES �•9` 5E t �
INSTALLATION DETAILS �D• TAT OF
zz-
SIDELITE VERTICAL CROSS SECTION DRAWN; DWG NO, REV i�'c••'cfORIOP• ��
MASONRY/CONCRETE INSTALLATION sc�e NTS DATE 07/11/13 08 S0211350F 9 B ''/�ss %0NAjl0aG\`\\
REVISIONS
1/2" MIN 2X BUCK/WOOD FRAMING REV DESCRIPTION DATE APPROVED
EDGE DISTANCE BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED A ADDED EDGE DISTANCES 11/05/14 R.L,
BACKER ROD B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
AND APPROVED
SEALANT BY 1 3/8" MIN.
OTHERS EMBEDMENT
1/4" MAX.
. .� SHIM SPACE 1/4" MAX1 3/8" MIN
SHIM SPACE EMBEDMENT
#10 WOOD SCREW 2X BUCK/WOOD FRAMING
;.•; •; BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
INTERIOR
2;. #10 WOOD SCREW
EXTERIOR INTERIOR 1/2" MIN
..� . EDGE DISTANCE
EXTERIOR
BACKER ROD
#10 WOOD DOOR HORIZONTAL CROSS SECTION AND APPROVED
SCREW 2X BUCK/WOOD FRAMING INSTALLATION SEALANT BY OTHERS
SILL TO BE SET
IN BED OF � ' ' NOTES:
"' f.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
APPROVED
NOT SHOWN FOR CLARITY
SEALANT
" " �'••�•'': � :• 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
�- SIGNED:05/i2/20i5
1 3/8" MIN. NAN Y8989PLASTICS
LOOPCORP. USA `EAST `�\N IR LI0�//���
EMBEDMENT HOUSTON, TX 77029 -`fir•��GENSFgif+'�i
SERIES SLIPS 8'0" HEIGHT OS PATIO DOOR =*• 0 51 it
FIBERGLASS SIDE HINGED DOOR W/ SIDELITES — (
1/2" IN INSTALLATION DETAILS -;: '7T(; ATp pF , �
EDGE DISTANCE D OR VERTICAL CROSS SECTION DRAWN: DWG NO. REV 'cF•;°10R10P•
2X BUCKANOOD FRAMING INSTALLATION SCALE DATE OB SOE�3S e ��iiss�pNA
NTS 07/11/13 8 OF 9
Ar
1/2" MIN REVISIONS
EDGE DISTANCE 2X BUCK/WOOD FRAMING REV DESCRIPTION DATE APPROVED
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED A ADDED EDGE DISTANCES 11/05/14 R.L.
BACKER ROD B REVISED SIDELITE INSTALLATION DETAILS 05/12/15 R.L.
AND APPROVED
SEALANT BY 1 3/8" MIN.
OTHERS EMBEDMENT
1/4" MAX.
SHIM SPACE 1/4" MAX 1 3/8" MIN
SHIM SPACE EMBEDMENT
#10 WOOD SCREW
#10 x 2 1/2" SCREWS
LOCATED 6" FROM
EACH CORNER
AND AT PANEL CENTER #10 WOOD
SCREW 1/2" MIN
#10 X 2 1/2" EDGE DISTANCE
SCREWS LOCATED 4" INTERIOR
FROM EACH CORNER
AND 26 7/8' MAX
9 O.C. THEREAFTER
EXTERIOR INTERIOR q 2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
10 WOOD EXTERIOR
x{10 x 2 1/2" SCREWS SCREW BACKER ROD
LOCATED 6" FROM SIDELITE HORIZONTAL CROSS SECTION AND APPROVED
EACH CORNER 2XBUCK/WOOD FRAMING INSTALLATION SEALANT BY OTHERS
AND AT PANEL CENTER
SILL TO BE SET NOTES:
IN BED OF 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
APPROVED NOT SHOWN FOR CLARITY.
SEALANT ., i.�„`.,; 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:05/12/2015
i 3/8” MIN. NAN Y8989PLASTICS
LOOPCORP. USA EAST `\`s� IR r�0
EMBEDMENT HOUSTON, TX 77029 \`v•��G.ENSFgiS����
} SERIES SLPS 8'0" HEIGHT OS PATIO DOOR *• 0 51 *_
FIBERGLASS SIDE HINGED DOOR W/ SIDELITES �•p �(, _
1/2" MIN INSTALLATION DETAILS TAT OF•�`
EDGE DISTANCE DRAWN: DwcNO. REv ��'PF•'�CORIOP•\t'���
SIDELITE VERTICAL CROSS SECTION i�S• •.• G\\
2X BUCK WOOD FRAMING INSTALLATION GALE DATE 08 50135 B lill70NAI.IE���`
n II
NTS 07/11/13 9 OF 9 II
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St.
Danville,VA 24541 Report No.: 512849B
434-688-0609
rUomas@lrlomaspe.com
Manufacturer: Nan Ya Plastics Corporation
8989 North Loop East
Houston, TX 77029
Product Line: 12080 SLPS Outswing Patio Door-Impact
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02135 Revision B,prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.:NCTL-210-3798-2 signed and sealed by Gerard.Ferrara P.E.
National Certified Testing Laboratories,Orlando; FL
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: ±70.Opsf
Water penetration resistance 10.5psf
ASTM Ell 886-02/04/05 and ASTM Ell 996-04/06/09
ASTM E1886/E1996 Large Missile Impact;Level D,Wind Zone 4
ASTM E1886/E1996 Cyclic Load Test,±70.Opsf design pressure
3. Anchor calculations, report number 512849-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Maximum unit size: 143 1/8"x 95 1/2"
• Units must be glazed per ASTM E 1300-04,see installation instructions for glass options.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bomb debris regions.
Installation: Units must be installed in accordance with approval document,08-02135 Revision B.
Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
d
�
w�s • • • • . ti1 �i
`mo •��G E N s�'9s�<�
*• Q.
TATE 4F ;•t�
••. ORO .• ♦ �
ONA1.1�����
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
05/12/2015