HomeMy WebLinkAboutNotice of Acceptance, Sliding Glass Doors ®(y- 0(0
RECEIVED
JUN 1, 2019
Permitting Department
MIAM1•BO
B
St• i jcie County
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy CL
PGT Industries,Inc. 0
1070 Technology Drive,
North Venice,Fl.34275
SCOPE: ! C3
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by.Miami-Dade County RER-Product Control Section to �.
be used in Miami Dade County and other areas where allowed,by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in-areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance'purposes. If this product or material fails to perform in the accepted
manner, the'manufacturer will'i c r the n u n expense of such testing and the AId.I a
P g may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This productis approved,as described herein,and has been designed to comply with the.Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"5470"Vinyl Sliding Glass Door(Reinforced)-N.J.
APPROVAL.DOCUMENT:Drawing No.SGD-5470,titled"Vinyl Sliding Glass Door NOA(M)",sheets 1
through 21 of 21,prepared by manufacturer,dated 10/05/15,with Revision A dated 04/05/17,signed and sealed by
Anthony L.Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade.County Product Control Section.
MISSILE IMPACTRATING:None:Approved Hurricane Protection devices;complying w/FBC,as
applicable are required.
LABELING: Each unit shall bear apermanent label with the manufacturer's name or logo,city;state and series and
following statement:"Miami-Dade County Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has Been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any otherpurposes shall automatically terminate this
NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.'
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,'Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#15-1210.02 and consists of this page 1,and evidence pages E-1 &E-2,as well as approval
document mentioned.above..
The submitted documentation,was reviewed by Jorge M.Plasencia,P.E.
SE=
NOA No.17-0420.07
U al Expiration Date: April 21,2021
Approval Date: September 28,2017
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 11-0107.09)
2. Drawing No. SGD-5470,titled"Vinyl Sliding Glass Door NOA(NI)",sheets 1 through 21 of
21,prepared by manufacturer,dated 10/05/15,with Revision A dated 04/05/17,signed and
sealed by Anthony L.Miller,P.E.
B. TESTS
1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC,.TAS 202-94
along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by
Fenestration Testing Lab,Inc.,Test Report No. FTL 6637(samples A-1 thru A-5),dated 11/19/10,
signed and sealed by Jorge A._Causo;R E.
(Submitted tinder NOA No. 11-0107.09)
2. Additional test report No.FTL 6638(samples A-1 thru A-22)per TAS 201/203-94,issued by
Fenestration Testing Lab,Inc.,dated 11/19/10,signed and sealed by Jorge A. Causo,P.E.
(Submitted under NOA No. 11-0107.04)
3. Additional test report No. FTL 871.7,issued by Fenestration Testing Lab;Inc.,dated 12/07/15,
revised on 02/15/16 and 02/24/16, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-1210.01)
4. Additional test report No.FTL 8546 issued by Fenestration Testing Lab,Inc.,dated 11/06/15,
.revised on 01/04/16:and 02/11/16,signed and sealed by Idalmis Ortega,P. E.
(Submitted under NOA No. 15-1210.01)
5. Additional test report No.,FTL 8547 issued by Fenestration Testing Lab,Inc.,dated 12/04/15,
revised on 02/15/16;signed and sealed by Idalmis Ortega,P. E.
(Submitted tinder NOA.No. 15-1210.01)
6. Additional test report No.FTL 8548 issued by Fenestration Testing Lab,Inc., dated 12/04/15,
revised on 01/04/16 and 02/11/16,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-1210.01)
7. Additional test report No. FTL 8549 issued by Fenestration Testing Lab,Inc.,dated 12/04/15,
revised on 12/04/15 and 02/1.1/16,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-1210.01)
8. Additional test report No.FTL 8552 issued by Fenestration Testing Lab,Inc.,dated 12/04/15,
revised on 02/15/16,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 15-1210.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by
PGT,dated 12/09/15 and last revised on 02/15/16,signed and sealed b Anthony L.Miller, P.E.
(Submitted tinder NOA No. 15-1210.02)
Jorge NL Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 17-0420.07
Expiration Date: April 21,2021
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
C. CALCULATIONS (continued)
2. Glazing complies with ASTME-1300-02,-04&-09.
i
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their"White
Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15,expiring on
09/30/19.
2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000,i
Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and
Doors",dated 12/08/16,expiring on 12/29/21.
3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their"Brown
Coated(Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and
Doors",dated 08/13/15,expiring on 09/30/19.
4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA,Inc. for
their"TAN 3040 and Lighter Shades(Non-White)Rigid PVC Exterior Extrusions for
Windows and Doors"dated 09/15/16,expiring on 02/04/21.
5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,Inc. for
their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for
Windows and Doors dated 09/15/16 expiring on 04/16/20.
� g
6. Notice of Acceptance No.16-0712.03 issued to ENERGI Fenestration Solutions USA,Inc. for
their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, 1
expiring on 02/28/18. j
7. Test reports No(s). 10-002-792(A), 10-06-MO527, 535753-09,per ASTME-84,ASTMD1929'
and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material.
(Submitted under NOA No. 11-01OZ 04)
F. STATEMENTS
1. Statement letter of conformance with FBC-511 Edition(2014)and FBC-61h Edition(2017),
issued by manufacturer,dated 08/14/17,signed&sealed by Lynn Miller,P.E.
2. Statement letter of no financial interest,dated 04/18/17,issued by manufacturer,signed&
sealed by Lynn Miller,P.E.
3. Letter of lab compliance,part of the above test reports.
G. OTHER
1. Notice of Acceptance No. 15-1210.02,issued to PGT Industries,for their Series"5470"Vinyl
Sliding Glass Door(Reinforced)—N.I.",approved on 03/0316 and expiring on 04/21/21.
Jorge K Plasencia,P.E.
PFdduct Control Unit Supervisor
NOA No.17-0420.07
Expiration Date: April 21,2021
Approval Date: September 28,2017
E-2
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THERMAITRU® 'MA75OMWIDTH AX O.A.FRAME ---
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37.75'MAX 37.5'MAX. ��.• rn �to j�
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DOORS Z w$F;r`p��^�
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Fiber-Classic. & Smooth-Star® /�j ��j
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GLAZED FIBERGLASS SINGLE DOOR m 10Uj
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INSWING/OUTSWING
"IMPACT' Z
GENERAL NOTES w z
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i. This product has been evaluated and is 1n compliance with the 6th Edition(2017) o o
Florida Building Code(FBC)structural requirements excluding the"High Velocity I J 50
Hurricane Zone"(HVHZ). Y MAX O.A.FRAME M w
WIDTH FU r.5 2. Product anchors shall be as listed and spaced as shown on details.Anchor 37.5'MAX. 37.75'MAX �m Q
embedment to base material shall be beyond wall dressing or stucco. . FRAME WIDTH I FRAME WIDTH ? o:
o
3. When used in areas requiring wind bome debris protection this product complies with 0 a
FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. a a
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.
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4. For 2x stud framing construction,anchoring of these units shall be the same as that
shown for 2x buck masonry construction. 4 z o o Z o
5. Site conditions that deviate from the details of this drawing require further O= = O X 6 O a
engineering analysts by a licensed engineer or registered architect. _ = O z 8
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6. Fiber-Classic&Smooth-Star Door&Sidelite panels require the use of"J"part numbers a i s
and must be stained or painted within six months of Installation. / / / o a o
TABLE OF CONT NM
SHEETIIDESCRIPTION i
1 Typical Elevaftons,Design Pressures&General Notes
2 Door Panel Details �r
3 Sidelite Panel Details
4 Elevations
5 Horizontal&Vertical Cross Sections2X Buck) _
6 Horizonte&Vertical Cross Sections iX Buck DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) "s N"z
7 Horizontal&Vertical Cross Sections juirect to Mason INSWING OUTS WING DATE 08102116 z
B Vertical Cross Sections(Thresholds) CONFIGUtTA710N6
9 Buck Anchoring POSITIVE NEGATIVE POSITIVE NEGATIVE sruE: N.T.S. m
10 Frame Anc oring M.BY; JK
11 Hardware Details XO/Ox,oxo +47.0 -50.0 +50.0 -50.0 CHK.BY: LFS 3
12 Glazing Detailsrc
DRAWING NO.: 0
_ 13 components ___-____ _ _ _ See Sheet 4 for H dware Specifications FL-20468.8 0
_ 14 BBI of Materials --- _ — _—
- -- —- - —_ SHEEP 1 OF 14 --N-
i EXTERIOR 1.8759'-- ••' ,�/
0.5' }•— i-1.198 Gi �--� 1.18 r0.5" O'�• .0"
COMPOSITE t�j9 6 * 4 n
CAP ►N�•.7 z lcr: a
INTERIOR LOCK BLOCK STILE rn
COMPOSITE w z o o�o
CAP HINGE STILE (12.5'LONG LVL) {ENGINEERED WOOD] c0i N z
(ENGINEERED WOOD) a 2 HORIZONTAL CROSS SECTION a 9Ez 0'z chi m m
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0.406" 1.198 *INTEPJLOR
ERIOR 1.198° 0.406" TOP RAIL o 0 o
(COMPOSITFJENGINEERED ; o°z
WOOD)OMPOSCAP
COMPOSITE HINGE STILE LOCKBLOGK STILE . ,.,, oa v
CAP {ENGINEERED WOOD) (12.5'LONG WOOD) (ENGINEERED WOOD) ` .;'. ,; ;•`•.•: r' w
2 HORIZONTAL CROSS SECTION >:'° •• FOAM CORE '; r'.. t'
ai
2 {; (POLYURETHANE- u'
1.9 PCF MIN.)
35.0 MAX.DOOR 35.813 MAX.DOOR 35813"MAX.DOOR a o0
PANEL WIDTH PANEL WIDTH PANEL WIDTH o
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INTERIOR EXTERIOR INTERIOR EXTERIOR
2 f p 2 / 2 f N7 Gl zon
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3 VERTICAL CROSS SECTION d VERTICAL CROSS SECTION s N.T.S.2 i
mxc.BY. JK m
CNN.BY: LFS 3
D p DRAVAND NO.: a
DOOR PANEL 41 DOOR PANEL 42 DOOR PANEL FL-20488.8"
BOOK Hybrid Door Ul Door o
sHm 2 OF 14
167"
79 25'MAX.PANEL HEIGHT m
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. No.43409 _
Document.PraPcred 6Y• i
�c PRODUCT:
r�1 THERMl1—TRU Lyndon F. Schmidt '�.'�•'...........AORO\`
I o � W FIBERGLASS DOOR P.E.
No. 43409 \\\
I" o? Z 3 i0 08 18 REV. DOOR PANEL OPnON NOTE Mr 4q�1NA1.
0 m"' ` y N 2 11 15 17 RECESSED PANEL NOTATION .JK PART-OR ASSEMBLY: Gf� BUILDING CONSUl7ANTS,
PD x � .1 7 17 17 UPDATE TO 6th ED 2017 FEC JK J1• P:O..Box 230, Vairico, FL 33595
p
co rn NO DATE BY SIDELlfE.PANEL DETAILS Phone No.: 813.659.9197
- REVISIONS FBPE CA,No. 9813
m 201 6 R.W.BUILDING CDNSULTANT9 INC.
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ELEVATION
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KNOB: F51
SCHLAGEDEADBOLT: B60 ............ o�"mZz�i
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DATE:08102116all , KNOB: SIGNATURE SERIES . N.T.S.
Fiber-Classic/Smooth-Star Door Panel Options KWIKSET DEADBOLT: SIGNATURE SERIES(980) s.�
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Products approved Include all embossed and recessed panel doors. HOPPE MULTIPOINT:MPDGART CHK.er: LFS 3
Similar glazed panel configurations are allowed. (THERMA-TRU) (3 pt.Manual Tongue) DRAWING No.: D
Panels shown are for Illustration and are representative only. FL-20468.8
sHEEr 4 OF 14
1.15'MIN. Notes: J�`'�• ,....... •/�����
EMB PP) 1.Sidellte assembly screws located 6"from each end and 5 more screws
E equally spaced between(7 screws total per side jamb).
B E 2.Sidelite assembly,screws located 3"from each end&at centerline
C g (3 screws along head jamb). -N.,; z° •O
0.15"C-SINK C L ;'° D ���� ...••0`,`��
° (TYP) 0.15'C-SINK
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23 24 50 D 7 1 y^ g
1-1/41MIN. 29 • U �dF
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1 HORIZONTAL CROSS-SECTION 2 HORIZONTAL CROSS SECTION
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CTIONaShown w/2X Buck Shown w 2X BucOutswing shown(Inswing similar) 5 Outswing shown(Inswing similar) own w/2X Buckutswing shown(Inswing similar)
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f D
0.15'C-SINK 1 0.15C-SINK f Z z '
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50 23 24 40 41 42 27 25 60 sau N.T.S.
29 40 41 42 EXTERIOR INTERIOR c moo' JK' m
CHw ar: LFS 3
HORIZONTAL CROSS SECTION_ _ 6 HORIZONTAL CROSS SECTION VERTICAL Buck SECTION _ m
--- 4
$ Outswing shown(I ng sim lar Outswin shown(Inswing s m(lar -- ——-----5- _Shown w/2X Buck
„ FL 20468 8
9 I _ 9 Oufswing shown(Inswing sirrillar)-- sHWEEr
``�
Notes: ` O�
1.Siderite assembly screws located 6"from R m
each end and 5 more screws equally spacedSU
between(7 screws total per side jamb).
2.Sidelite assembly screws located 3"from each °. N�: z
end&at centerline(3 screws along head jamb). E
th
z c; d
A C z \ o $ 9 z O 00
A � y Ea m o
E �um� " ^ n '� 'm maa�
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40 41 42 S z
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1 EXTERIOR INTERIOR Fm
a•' COQ ��.
6
3 VERTICAL CROSS SECTION
INTERIOR c 6 Shown w/1X sub-buck zw
Outswing shown(Inswing similar) If
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EXTERIOR 25 0 E
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23 24
SEE NOTE 1 .• o °° z o
1-1/4"MIN. 29 40 41 42 1 A N rn
EMB.(TYP.) Z8 0
1-1/4"MIN. z iv�+ N
EMB.(TYP.) A a 7d M
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION o
6 Shown w/1X sub uck 6 Shown w/1X sub•buc 25 0
Outswing shown(Inswing similar) Outswing (Inswing shown(Iing similar) �
SEE NOTE 2iz
i
50
1 o^FLU
EXTERIOR INTERIOR
, N^Z V
DA 08102116 i
4 VERTICAL CROSS SECTION grin N.T.S.
6 Shown w/1 X sub-buck DAG.ar: JK M
Outswing shown(Inswing similar)
cNN,BY. LFS 3
DRAWING NO.: tt
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FL-20468.8 0
.._ .. .. .. sNEEr 6 OF 14 - N
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Notes: VD�i�
1.S1l Item#'s 17,18,32,34,35,36,37,38&39 are attached to iambs w/(3)#8X 2-1/2"pfh screws at each end.
Sill Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1/2'pfh screws at each end. �r m
Sill Item#151s attached to Jambs utilizing(2)010 X T pph screws at each end. _ * ��u &� L
2 Sidelite assembly screws located T from each end&at centerline(3 screws along sill).
ro F' n
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INTERIOR EXTERIOR INTERIOR EXTERIOR '/�����i�/11.• 11I `��``` N > °i
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EXTERIOR INTERIOR o :9 i z�
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40 41 42 8 40 41 42 y g N o 9 0
40 41 42 IL
7 16 17 18 �' m d a
38 39 32 33 34 35 36 37 ;z
SEE NOTE 1 SEE NOTE 1 rL
SEE NOTE 1 • E E E °
,�,ef .t'.•w'v:c�Yip;t�•i' - _-'i: .:fig;�- .�:�i��::�9e;x . "� i
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5 1 VERTICAL CROSS SECTION ZZ m a a
u-7 g Inswing Sill 8 Inswing Sill B Outswing Sill
INTERIOR EXTERIOR Z.
Z
EXTERIOR INTERIOR SEE NOTE 25 50 EXTERIOR INTERIOR o z N Z
32 33 34 35 36 37 38 39 SEE NOTE 2 25 50 16 17 18 d d f9 N
40 41 42 77 75 a ail
10 i;aQ o
15 76 0 k
SEE NOTE 2 E ,,.. •., ,: E i
DATE:08102116 z
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( z Y n 1 owc.ei: _ JK m
�J cm en LFS 3
4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SEC110N 6 VERTICAL CROSS SECTION °R'1NN0 N0'`
Public Access SRI = _ 8 Inswing Sill 8 Outswing Sill FL-20468.8 0
___ _— — — —SHEET—B—OF-14—_®_—
MAX. MAX. ^_
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MIN. E MIN. N::7 z R�,:`0
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SEE NOTE 2 � v Z '
EXTERIOR IMERIOR EXTERIOR INTERIOR o d
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3 HORIZONTAL CROSS SECTION 4 VERTICAL CROSS SECTION
J 7 Shown Direct to Masan 7 Shown Direct to Masonry =o
Outswing only w/6 9/1 jamb Outswing only w/6-911 6'jamb �o
1 Jdl—
Notes: 6.�o
1.Sldelite assembly screws located 6"from each end plus 5 more equally spaced between(7 screws total per side jamb). irz
2.Siaelite assembly screws located 3"from each end&at centefne
(3 screws along head jamb). o w
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INTERIOR ;o: d d 0S
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1-1/4'"MIN. EXTERIOR E M N Z
SEE OTE1 DATE: 8102116 E
EMB.(TYP.) I 11 1/4"MIN. o
1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTION EMB•(n.P•) saw owo.er:XT.SJK m. _
7 Shown Direct to Masonry
7 Shown Direct to Masonry Outswing only w/6-9/16'jamb CHK.BY: LFS
Outswing ;
Outsg only w/6.9/16'jamb CwAvnNC No.:
10
FL-20468.8 0
SHEET _L of 14 N
s
t
PFH WS
JAMBTOElJi
DMASONRY JAMBS IRECt TO JDIRECTTO p (TYP.)r (L 1 b
MASONRY o € y
HEAD 'i'iHEADJAMBS w
T gyp'} (TY )
nab �• .._ � ;' �%i •,
2X BUCK L 2X BUCK
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BUCK to i
^ j iXBUCK 'f .J! {TYp,) ,) TX BUCK
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HEAD&'JAMBS ' 4� '�'� � _HEAD&JAMBS
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MASNRYJAMBS MAS NRI�JAMBS
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F $R AME F �u
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FRAME ANCHORING SMAW N-T.S. 9
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OR (SAFLEX OR KURARAY BUTACITE) 9 a
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SWIGGLE GLAZING SPACER
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PRIVACY INSERT DECO ATIVE INSERT gy
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LATCH&DEADBOLTSTRIKE DETAILS24 23 MULTIPOINT LOCK STRIKE DETAILS o ^o
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RAWNG NO.:
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11 OF 14 N
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BILL OF MATERIALS BILL OF MATERIALS p��`� • .J N
ITEM# DESCRIPTIONMATERIAL ITEM# DESCRIPTION MATERIAL
M
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL rn�
B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL O'
.�
lii1. y
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'�,�•''••.•, ,,. •' �•`� T
D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL ��i/ �`�� n>
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL 111E 1 z a m z0
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 4'X 4"HINGE STEEL 0 x z°d
F #10 X 2"PFH WOOD SCREW STEEL 30 LATCH 8�DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP i o z m o a
G 3/16 X 3-1/4 ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMPa �' 'm aD O
IL
I 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP e a
J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP E $?
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 34 INSWING THRESHOLD ALUM/COMP a
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP
N 3/16"X 2-3/4"PFH ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP
1 JAMB(FINGER JOINT PINE) WOOD 37 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 38 INSWING THRESHOLD ALUM/COMP no
7 WEATHERSTRIP(LONG REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP �y
8 SWEEP VINYL 40 DOOR PANEL(BOOK) - �g J
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANEL(HYBRID) - W
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL(U1)
15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDELITE - o m
16 OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER(INSWING) PVC al
17 OUTSWING THRESHOLD ALUM/COMP 76 SIDELITE SPACER(OUTSWING) PVC
18 OUTSWING THRESHOLD ALUM/COMP 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC ---
22 #8 x 3/4"PFH WOOD SCREW STEEL
23 #10x 3/4"PFH WOOD SCREW STEEL i
24 #10 x 1"PFH WOOD SCREW STEEL Z
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CONCRETE ANCHOR NOTES: z 8 Z
1. Concrete anchor locations at the comers may be adjusted to maintain the min. 9
edge distance to mortar joints, a id
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a cr
maintain the min.edge distance to mortar jotnts,additional concrete anchors o f�
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. D
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3. Concrete anchor table: �o
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ULTRACON® 1/4" 1.1/4" 1" 4" DAM 08102116
'TWTAP ON® 3/16" 1-1/4" AS SHOWN 1.1%2" s=E.- N.T.S.
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WOOD SCREW INSTALLATION NOTES: OHIG ET LFS 3
1.Maintain a minimum 518"edge distance,I"end distance,8.i"o.c.spocing of DRWN0 NO. m
-----wood-screws to prevent-thesplitfing of wood. ---------- -----– – —FL-20468.8 –-o
—_ ____ SHEET 14• OF 14
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c 4.56" �`Z�'a/Y•• 4•/�J'! y
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INSWING THRESHOLD 37 INSWING THRESHOLD ` o v a d
32 Inswing Basic Fixed 7-1/2"S81 WOOD JAMB \`\► cD E z e z
Inswing Bastc Composite Adjustable Sill?-1/7 �— 8 i m 9 m 'c
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Inswing Moderate Climate SRI 1-3/8" 39 INSWING THRESHOLD
Inswing Basic Composite Adjustable 581 ,, OLRSWING THRESHOLD
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INSWING RE HOLD. OUTSWING THRESHOLD
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Inswin Basic Fixed 5-3/4"Sill fn ? m
`r -o DRAW NG NO.:
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Moderate Climate Threshold sNF�r 13 oFL4 N