HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us BCIS Site Map I Links Search
Florida
Product Approval
I � � USER:Public User
Product ADproyal Menu>Product or Application Search>Application List>Application Detail ( r
" 6l�1�Jr � ff��t1�l
e FL# FL20867-R2 ra ly L� r
Application Type Affirmation ES
Code Version 2020A ] Ig a` af1yF� j3
Application Status Approved
Comments
Archived ❑
Product Manufacturer Trinity Glass International
Address/Phone/Email 33615 1st Way S
Federal Way,WA 98003
(253)875-7300
andrewn@trinityglass.com
Authorized Signature Andrew Na
andrewn @tri n ityg lass.cQm'
®
Technical Representative ii66�� ®
Address/Phone/Email (�
Quality Assurance Representative
Address/Phone/Email
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
Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity
Quality Assurance Contract Expiration Date 12/31/2024
Validated By Locke Bowden P.E.
❑ Validation Checklist-Hardcopy Received
Certificate of Independence FL20867 R2 COI COI Trinity SS 2016-08-26.odf
Referenced.Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E283 2004
ASTM E330 2002
ASTM E331 2000
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2... 11/1/2021
Florida Building Code Online Page 2 of 3
SZI affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes Q No 0 N/A
Product Approval Method Method 1 Option D
Date Submitted 10/21/2020
Date Validated 10/21/2020
Date Pending FBC Approval
Date Approved 10/27/2020
Summary of Products
FL# Model,Number or Name Description
20867.1 a.Fiberglass Door 6-8 Glazed"Impact"Fiberglass Door-Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 II FL-20867.1 SS 2016-08-26.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E.#73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,FL-20867.1,and FL20867 R2 AE PER4418 SS 2016-08-06.odf
Evaluation Report,PER4418,for design pressures,sizes, Created by Independent Third Party:Yes
configurations,installation requirements,and limits of use.
20867.2 b. Fiberglass Door 6-8 Opaque"Impact"Fiberglass Door-Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 II FL-20867.2 SS 2016-08-26.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E.#73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,FL-20867.2,and FL20867 R2 AE PER4419 SS 2016-08-06.odf
Evaluation Report,PER4419,for design pressures,sizes, Created by Independent Third Party:Yes
configurations,installation requirements,and limits of use.
20867.3 c.Fiberglass Door 6-8 Glazed"Non-Impact'Fiberglass Door-Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 II FL-20867.3 SS 2016-10-18.1)df
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E.#73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,FL-20867.3,and FL20867 R2 AE PER4420 SS 2016-08-06.1)df
Evaluation Report,PER4420,for design pressures,sizes, Created by Independent Third Party:Yes
configurations,installation requirements,and limits of use.
20867.4 d.Fiberglass Door 6-8 Opaque"Non-Impact'Fiberglass Door-
Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 II FL-20867.4 SS 2016-10-18.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero FL P.E.#73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,FL-20867.4,and FL20867 R2 AE PER4421 SS 2016-08-06.odf
Evaluation Report,PER4421,for design pressures,sizes, Created by Independent,Third Party:Yes
configurations,installation requirements,and limits of use.
20867.5 e.Fiberglass Door 8-0 Glazed"Non-Impact'Fiberglass Door-Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 it2 II FL-20867.5 SS 2016-10-18.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instructions,FL-20867.5,and FL20867 R2 AE PER4422 SS 2016-08-06.odf
Evaluation Report,PER4422,for design pressures,sizes, Created by Independent Third Party:Yes
configurations,installation requirements,and limits of use.
20867.6 f.Fiberglass Door 8-0 Opaque"Non-Impact'Fiberglass Door-
Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 II FL-20867.6 SS 2016-10-18.odf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2... 11/1/2021
Florida Building Code Online Page 3 of 3
Other:See Installation Instructions,FL-20867.6,and FL20867 R2 AE PER4423 SS 2016-08-06.odf
Evaluation Report,PER4423,for design pressures,sizes, I Created by Independent Third Party:Yes
configurations,installation requirements,and limits of use.
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility 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,contact the office by phone or by traditional mail.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
emails 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 address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
® ® rCkeck M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2... 11/1/2021
aDTRINITY GLASS
INTERNATIONAL
Trinity Glass International TRRINI YGLA5 WAY 5 ZONAL
INSTALLATION NOTES: 3367 IST 1sT WAYS
FEDERAL WAY,WA 98M3
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR Pu:(253)979-7300
LOCATION SHOWN, GLAZED FIBERGLASS DOOR o m
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE J� a Y
MINIMUM NUMBER OF ANCHORS TO USED FOR PRODUCT IMPACT O UT S WI NG 'A- V#
INSTALLATION OF THE MAXIMUM SIZEE L LISTED. �LZa W fZ.l
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE LU Fes- 0 a
OF 1
1/2 INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). m O J _ LL
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: a u9 m a
ANCHOR TO THE NEXT.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND < LU CaN N m
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDALU
f+
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 114 BUILDING CODE(FBC).INCLUDING HVHZ AND HAS BEEN TABLE OF CONTENTS 1° o Z
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: SHEET# DESCRIPTION LD a m w a a
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR TAB 201-914
BETTER. TAS 202-94 1 General notesTAS
• ASTM E 94
83 2 Typical elevations,design pressures
5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE . ASTM E2&3-04 YP 9 P
MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 ASTM E330-02 3 Typical elevations,design pressures Q
1/2"MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE ASTM E331-00
DISTANCE OF 3/4•SHALL BE MAINTAINED. AAMA 1331-00 4 Typical elevations,design pressures 4)
5 Typical elevations,design pressures m
6. THROUGH FRAME:FOR INSTALLATION INTO CONCRETEIMASONRY, 2. ADEQUACY OF THE EXISTING STRUCTURAL
USE 1/4-ITW TAPCONS OR 1/4•ELCO ULTRACONS OR 3/16'ITW CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND 6 Door panel construction details
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1I4'MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND . ] Sidelite panel construction details z
EMBEDMENT INTO CONCRETE/MASONRY. TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8 Glazingdetails
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, 9 Vertical cross sections O o
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK H
VENEER.AND SIDING. 3. 1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND 10 Vertical cross sections
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE H �_
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 11 Horizontal cross sections 1-4
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF J V
CORROSION RESISTANT COATING. RECORD FOR THE PROJECT OF INSTALLATION. 12 Horizontal cross sections w LU
o 13 Horizontal cross sections p[
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 14 Vertical&Horizontal cross sections
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 15 Horizontal cross sections
JOINT INTO FACE SHELL OF BLOCK, FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 16 Buck&Frame anchoring
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC g
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 17 Buck anchoring
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AREAS. Z
STRENGTHS LESS THANAND ANCHORS SHALL THE HE MINIMUM STRENGTH SPECIE T BE USED IN SUBSTRATES WITH 18 Frame anchoring
SPECIFIED BY S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ```�\\\
THE ANCHOR MANUFACTURER. - FOR THIS PRODUCT. 19 Frame anchoring `�� Q-o••:••••• .. a�o
1
1 20 Frame anchoring
. 21 Buck anchorin1. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 6 FRAME&MULLION MATERIAL:WOOD OR PVC O,
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING - g �
PROPERTIES: 7, CLADDING MATERIAL:FIBERGLASS 22 Frame anchoring Ui -
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.
B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 23 Frame anchoring B. �' it
C.HOLLOWIGROUT FILLED CMU-STRENGTH CONFORMANCE TO 24 Buck anchoring
,`�d,'••.
ASTM C90.MIN.Pm-2000 PSI.
25 Frame anchoring '�. ti pROF,`.k
26 Components , n w
27 Components v z 00
Y a
28 Components a o o X_ z
29 Bill of materials DWG#:
Digitally signed by Hermes F.Norero,P.E. FL.-20867.1
Reason:I am approving this document 5HEET: 1 OF 29
TRINITY GLASS
37.50"MAX.O.A. 37.50"MAX.O.A. I NT E P.N A T I O N A L
FRAME WIDTH FRAME WIDTH
1 2 / } \ 1 2 3 RLNLT GLASS I NAL
336515TWA SZO
g g LJ=y/ g g 1 FEDERAL WAY,WA 98003
PH:(253)875.7300
O m
o Z V a
v)lb C a Z o ppp
mo >�
1 �~ wa awU
3 Q w z a Z'<
i 3 = 1 J ¢cn o aZN R
1 C9 1 iLi V p ix H o z
w 1 = 1 F' w m�o
g 1 w <]°
a
w
a
15 a 15
2 2 m
15 u 1
co 3 n 3
15 1 Z
z
H
U
LU w
l O
3 3
9 g
0
DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE z
O
MAX. cc)
FRAME LITE DESIGN PRESSURE(PSF) = LL
DIMENSION TYPE
POSITIVE NEGATIVE Ld' :•
CtO�
RECTANGULAR +60.0 -60.0 '' * F �``
37.50"X 80.50"
OVAL +75.0 -75.0 z, Y- ¢V
o^ 3 Z S U Z
O Q U N
DWG#:
FL-20867.1
SHEET: 2 OF 29
TRINITY G]ASS
74.75"MAX.O.A. 112.00"MAX.O.A. IN TER N A T I ON A L
FRAME WIDTH FRAME WIDTH
1 2 3 1 2 4 1 2 3r TN/1 4
9 9 4 1 10 1 9 9 4 10 1 1
TRINITY 6LA55 INTERNATIONAL
3369 1ST WAY S
FEDERAL WAY,WA 98W3
FN:(203)0T9.1300
CL
O m
L�u to
W
V
wa owX LL
1 a� gym¢
13 N i J m Z H m
p Z� N
C7 2 Up aH�Z
w U— 1 W o ¢ ¢
x W 2 F d cz
LIJ
1 4 " a
1 4 1 3 12 co3
Lq o L0
co z
u w
LL. p
3 3 3 g
9 1 9 1
CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL z°
MAX. `� ��0•• a.�'t'i ��
CONFIGURATION FRAME JAMB&MULLION TYPE DESIGN PRESSURE(PSF) O ............
06
DIMENSION POSITIVE NEGATIVE Lc
� s I
WOOD +60.0 -70.0 y of
OX/XO 74.75"X 80.50" ,ry ••.•
PVC +55.0 -55.0 cy
OXO 112.00"X 80.50" WOOD +55.0 -55.0 r
PVC .55.0 �, o° m Z n
__ �z
O p U Ln
DWG#:
FL-20867.1
SHEET: 3 OF 29
75.50"MAX.O.A. 113.50"MAX.O.A. aD TRINITY GLASS
FRAME WIDTH FRAME WIDTH INTE R NATIONAL
75"MULLION --.75"MULLION
37.50"MAX. 37.25"MAX. 37.50"MAX. 37.25"MAX.
FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH T IMTY CLASS INTERNATIONAL
1 2 3 1 2 4 1 2 3 1 2 4 336515T.WAS
FEDERAL WAY.WA 98003
9 9 1 10 1 9 9 4 10 10 1 GN(253)815-7300
p � m
o Z
C) Hob
�� N a,*
F m
m p Q Log
O ` LL
O w
a. owu
CIS`- QM pZe m
1 lii ao � Nam �
x x 1 a cauj
a
0 0 a<3
w w
x x
LL x 0 4 ® 1 ® /\ O 4 ® 4
\'Ja 4 17— co11 O 1 O 1 2 In
m 3 2 � 1 z
1
m 1 m Q
0
H z
Lu
Hill
O
i
3 3 3 3 z
MAX.
CONFIGURATION FRAME DESIGN PRESSURE(PSF)
JAMB&MULLION TYPE
DIMENSION m
POSITIVE NEGATIVE y ••WOOD +60.0 -70.0 �z�G
OXlXO 75.50"X 80.50" PVC +55.0 -55.0 1-1��
OXO 113.50"X 80.50" WOOD +55.0 -55.0 2. z J'IQ
m z J
PVC +55.0 -55.0
o� 3� =2 Uz
O l'o V)
DWG#:
FL-20867.1
SHEET. 4 of 29
TRINITY GLASS
INTER NAT 10 NALI
150,00" MAX.O.A.FRAME WIDTH
74,00"MAX.FRAME WIDTH TRININ GLASS INTERNATIONAL
3365 1ST WAY 5
.75"MULLION FEOEAnL WAY,WA 96003
PH:(253)875-7300
74.00"MAX.O.A. 37,25"MAX.FRAME WIDTH
FRAME WIDTH °oo
z m v
v#v
1 2 3 1 2 3 1 2 4 Nz aw 468
9 9 4 9 9 4 10 1 1 2N FLu N J ;
Ii O Lu n: Q<v LLI
Z co
�� am o oZN
¢a z
w Lm mwo I
w��
W 0 6i
U.
p 3 /� X p 3 X 0 1-4
In m
11 0 1 p 1 z
1 o
ILI
> F
a
i
3 3 3 °z
9 9 10
\\ Q`0 �,✓� mod'd
iq
MAX. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) d
CONFIGURATION FRAME LL
ALUMINUM ASTRAGAL PVC ASTRAGAL N ••�\ � y„s�
DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE
XX 74.00"X 80.50" +55.0 -55.0 +47.0 -47.0
OXXO 150.00"X 80.50" +55.0 -55.0 +47.0 -47.0 m
0 o IQ N
DWG#:
FL-20867.1
SHEET: 5 OF 29
LVL STILE G1 G2 G3 G4
FIBERGLASS SKIN SEE SHT 8 2.38" 1.58" PVC STILE CAP aD ITRINITYNT E GLASS
1.58' FOAM CORE INTERIOR
�• r.17"
�.,�, TRININ GU55 T WAY S TLONaL
1
�2n .56" - � � 33651ST WAY S
1.56" 1.22" -- i:j.` _ '"'�•'` L 1 FEOERµ WAY.WA 98003
1`•`' i=` 1.57" PH:(253)875.7300
EXTERIOR 19 TOP RAIL O J
10" SEE DETAIL 2 LVL LOCK BLOCK 1.25" PVC N z z'Ij o Epp}
31" 5 Lu w
PVC STILE CAP LVL STILE z o a m
1 HORIZONTAL CROSS SECTION 4.14" p
6 2.38" FOAM CORE I;"'' FIBERGLASS w a c~i m Q
SKIN N a p m z N m
35.75 35.75 )'„_ `' c y w o<N -
PANEL WIDTH PANEL WIDTH LVL LOCK ;,"?,r':'"<�' ui p ¢ j
21"D.L.O. 15.50"D.L.O. BLOCK '.+ •r". ''-'• F' v w `°w
5.66" 01
16.75"
I m
G INTERIOR O
1 G2 G3 G
ti
1 q SEE SHT 8
QV = o X
= p ;0 EXTERIOR o
w 0 SEE DETAIL 1 o x SEE v"i
W o z DETAIL 1 DETAIL 1 o
CDa3 FIBERGLASS YARN
7o = REINFORCEMENT
' z o8.6"
I r FIBERGLASS SKIN p d
10 5" m n
1 co DETAIL 2 u o
BOTTOM
RAIL PVC y
LOCKSET HARDWARE 1.35"
MANUFACTURER MODEL
6.2" KWIKSET LOCK 8 DEADBOLT COMBO °T° (m z �
2 .r v)
2 SIGNATURE SERIES 991 ¢-! � �t LL- <I-
6 7 LOCK 8 DEADBOLT COMBO 1.56" o o u z V)Z
KWIKSET
GLAZED DOOR GLAZED DOOR SIGNATURE SERIES 980 VERTICAL CROSS SECTION DWG#:
FIBERGLASS SKIN:0.079"THICK MIN. LOCK:F-S : IE SERIES 6 FL-20867.1
FIBERGLASS SKIN:0.079"THICK MIN. FOAM CORE:POLYURETHANE SCHLAGE
FOAM CORE:POLYURETHANE SHEET: 6 OF 29
ERGLASS SKIN G1 G2 G3 G4 TRINITY GLASS
•78"�-11-7 SEESHT8 •78" IN T E FAN AT I ON AL
FOAM CORE INTERIOR 1.57"
;'(;r TRINITY GIA85INTERNATIONAL
I r'-• 3 F t >� I I Ifs 336115T WAY 5
1.57" ' 4 7 t 1.57" FEDERAL WAY.WA 98003
LVL TOP RAIL vH:(253)375-7300
3 '+. 1.25" o w
EXTERIOR 1
LVL STILE LVL STILE '= " a z 6
SEE DETAIL 1 _s.' '.,' <V w w ~ S
FIBERGLASS SKIN a N Z o vim"
HORIZONTAL CROSS SECTIONUJ
m a na o u
35.65" FOAM CORE :._ N .J> T Z.c m Na W2 [fl ZN
PANEL WIDTH 7`;' z
z a H
21"D.L.O. a m w a
$3 FIBERGLASS YARN '' '`• •• -�II U
o REINFORCEMENT
a
FIBERGLASS SKIN G1 G2 G3 G4 INTERIOR co
DETAIL 1 SEE SHT 8 Z
EXTERIOR O z
= 7 H p
Lu LU
U
2 J LU
w � I '•S:%: � �
a
0
o �
of
� Z
8.+,r :' w ``� 0
10.5" ^ a
1.25" :
LVL BOTTOM RAIL
6.2"
vZ
,ELITLAE PANEL VERTICAL CROSS SECTION DWG#: Up
U FIBERGSS SKIN:0.079"THICK MIN. FL'208Q 67.1
FOAM CORE:POLYURETHANE SHEET: 7 OF 29
STRUCTURAL SILICONE STRUCTURAL SILICONE
A8 (SEE NOTE 1) A8 (SEE NOTE 1) aD INTERNATIONAL
T GLASS
ALUMINUM/BUTYL ALUMINUM SPACER
#8 X 1-1/8"SELF SPACER SYSTEM #8 X 1-1/8"SELF
THREADING SCREW 1/8"ANNEALED GLASS THREADING SCREW 1/8"ANNEALED GLASS
1AINLTY GLASS INTFRNAITONAL
336515T WAY 5
0.090"PVB INTERLAYER 0.090"PVB INTERLAYER FEDERAL WAY,WA 98003
DUPONT BUTACITE OR ABP.INTERLAYER } A DUPONT BUTACITE OR ASP INTERLAYER PH!(253)8777300
�'i m
1.72" - 1/8"ANNEALED GLASS 1.72" �'`•� 1/8"ANNEALED GLASS
�c AIR SPACE I AIR SPACE V)Q �8
1/8"TEMPERED GLASS 1/8"TEMPERED GLASS
1"O.A.THK GLASS 1"O.A.THK GLASS o o _ "
1/2"GLASS BITE 1/2"GLASS BITE C7 w v
OV JCL Q
STRUCTURAL SILICONE STRUCTURAL SILICONE a a z co
(SEE NOTE 1) (SEE NOTE 1) c7 LU H o Z
l u1 GLAZING DETAIL �1 GLAZING DETAIL a mUJ
� a�° a
STRUCTURAL SILICONE STRUCTURAL SILICONE
88 (SEE NOTE 1) 88 (SEE NOTE 1)
T
#8 X 1-1Z'SELF ALUMINUM/BUTYL #8.X 1-1/8"SELF ALUMINUM SPACER m
THREADING SCREW SPACER SYSTEM THREADING SCREW
1/8"ANNEALED GLASS 1/8"ANNEALED GLASS O
0.090"PVB INTERLAYER 0.090"PVB INTERLAYER H o
} DUPONT BUTACITE OR ASP INTERLAYER } DUPONT BUTACITE OR ASP INTERLAYER L
1.72" t ' ' 1/8"ANNEALED GLASS 1.72" 1/8"ANNEALED GLASS N
1 AIR SPACE i ?;!`_ AIR SPACE
LIJ
w
a
1/8"TEMPERED GLASS 1/8"TEMPERED GLASS
1"O.A.THK GLASS 1"O.A.THK GLASS
STRUCTURAL SILICONE .50"GLASS BITE STRUCTURAL SILICONE 50'GLASS BITE o
(SEE NOTE 1) (SEE NOTE 1) z
G3 GLAZING DETAIL G4 GLAZING DETAIL �.�` .. a�t/ R
0• (, S
—{ 1.24" LL
1.78" 1. 2.52"
m n y uZ.. ¢F�-
o Z Z N Z
0 o v
NOTE: AS FLUSH GLAZED FRAME MAHOGANY LITE FRAME DWG#
1. STRUCTURAL SILICONE OPTIONS:SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ASS OR PC/ASA ASS OR PC/ASA FL-20867.1
SHEET: 8 OF 2 9
TRIPI?TY GLASS
INTERNATIONAL
K D K TRX M GLASS INTERNATIONAL
'v".9 b' a 1 33"IST WAY
, °•p V ° AL WAY.WA
4 I o.'° ° bV 1.1/4"MIN. FEOPR(253)U5•7300003
t-1/4"MIN. EMS(TYP.)
EMS(TYP.) v�'0 9 . p m m
0
O V:It v' v
B A cz Hd$
� Do Nam
N a Q Q Z H
y, C 11 9 2 3 iu F � Haa
LLJa coui O P
1 2 3 EXTERIOR L j M
EXTERIOR H $
a
5 INTERIOR
INTERIOR m
VERTICAL CROSS SECTION z
Z
VERTICAL CROSS SECTION 9 SHOWN W/1X WOOD BUCK
9 SHOWN W/2X WOOD BUCK 0 0
H a
> CL
W v
Lu
CY w
INTERIOR
EXTERIOR 5
ci
Z
K 4
4
a. •° .A EMS(TYP.) ,.
m W
v V) m Z J
o f =2 Ki Z
0
b o u
VERTICAL CROSS SECTION DWG#:
s FL-20867.1
5HEET: 9 OF 29
TRINITY GLASS
a INTERNATIONAL
K D K
.p --9 ° <o > < < �V �-tIA"MIN. TRINITY GLASS INTERNAT30NAL
O V 3365 IST WAY 5
1-1l4"MIN. a vv .o EMB(TYP.) FEDERAL WAY,WA90003
EMB(TYP.) 9 a C V _ VH:(253)0]5-]300
A O y m
$ a zo It
m 4
'nZ F z7 v
qq w rimer
(SEE NOTE 1) O C w y p
(SEE NOTE I) o o LL,v
V O]
C9
C
< 5- W
12 1 2 3 < -3 °' HH�¢ w
a o z
W
lD
0
12 EXTERIOR Lu F ¢ D w a
1 2 3 L w a�a
EXTERIOR
H INTERIOR
0
INTERIOR
r VERTICAL CROSS SECTION m
VERTICAL CROSS SECTION 10 SHOWN W/1X WOOD BUCK
10 17—
C)
z
o
H �
EXTERIOR INTERIOR
LU
12 Lu
0
O 10
(SEE NOTE 1)
13 =- D °z
9. n c
1-t14'MIN. O •O __ "'
.+'• . . EMB TYP.) ..I
11 �'
PRO k��`
o
)Imz L �
g VERTICAL CROSS SECTION o^ z s v z
10 0 o u v)
NOTE: wr;#:
FL-20867.1
1. SCREWS THRU HEAD JAMB AND SILL.EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. SHEET:10 OF 29
MIN
EMB.MB.(TYP) I 1-114"MIN
EMB.(TYP) Q�TRINITY N
. ••.C /�"�(�J 1 2 3 •I 2 3 `(�� '�•e . GLASS
I T E RN
A 10 NAL T I .+
D G .$ - _ H TRINITY GLA55 INTE4NATIGNAL
A• -- _ _ H & D 336515T WAY 5
FEOERAL WAY.WA 98003
VH:(2 31 BTS-300
5
o W
INTERIOR INTERIOR 11 G�i
G
Y s uw� act os LL
m pw
Ncn Ow V
ow
U CL N Z m
_4 • G 111 d m W I 2+
z F LU ow
(SEE NOTE 1) O a
8 E 6 EXTERIOR EXTERIOR
c•3 CDB ¢
w
T
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION m
1 SHOWN W/2X WOOD BUCK �y SHOWN W/2X WOOD BUCK
1-1/4"MIN 1-1/4"MIN. z
EMB.(TYP) e I EMB.(TYP) O Z
� o
1 2 3
�� Lu� w
$ - L a
86
5
INTERIOR INTERIOR p> z
%Xz ~ 6
F (SEE NOTE 1)
A E 6 EXTERIOR EXTERIOR A m m w v3
3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION J v_ v z
SHOWN W/1X WOOD BUCK 1 DWG#:
NOTE: SHOWN W/I WOOD BUCK FL-20867.1
1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET: 11 OF 29
19 DTRINITY GLASS
1 2 3
INTERIOR INTERIOR IN TEA N A T 10 NA I.
1 2 3
1 2 3 1 2 3
S `jV'.-' +' ?_ TRINITY GLASS INTERNATIONAL
M� O 3369 1ST WAY 5
t .'r.-?••` 's' FEDERAL WAY,WA 98003 f
!,',�,.�- r.,!.�.. •.,�,.::- -':rJ,.".'W: PH:(253)875-7300
12
Z NQo Y
�•i.,s z;;y .Td" %ti.;� ;.- w Z j U 0 OR
c�i ill
�y owes �I
p m Z N m v^{I�
.•1�,' :k.t�v ?lam` iY. 'I7~ („) Z l �{
OL coLu
�I
O G O C' a
E F E F
(SEE NOTE 1) 6 (SEE NOTE 1) i
EXTERIOR 8 EXTERIOR
0
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION m
1 z
Z
1 2 3 INTERIOR 19 In
20 21 (�
W w
S �y_
12
5 O
(SEE NOTE 1)
...,;:; o
+s- d 11,1
[�HORIZONTAL CROSS SECTION EXTERIOR
7 8 �''i�y• *PRO``�`
� a �
4�HORIZONTAL CROSS SECTION ¢a z co
o^ 3 a = uz ,
o lio v
NOTE: bwG#:1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. FL-20867.1
SHEET:12 of 29
14 16 QD
TRINITY GLAS
INTERIOR S
•�t.1 14 16 INTERNATIONAL
L
INTERIOR
12
Mp NITY GLASS INTEFNARONAL
' •' 3365 IST WAY 5
y;:".' 9 .; ; ;`.j': Q FEDERAL WAY,WA98003
(SEE NOTE 1) 7'' 11 :�iti "'"< PH:(253)875-7300
SEE NOTE 1
z Hag g
FF
' m:, zo p= LL
Nul
�' awv
E 1 O coz m m a
/ F ¢ _� H ¢a
6 EXTERIOR 7 8 ~ Z'z
EXTERIOR EXTERIOR m w o
HORIZONTAL CROSS SECTION "
HORIZONTAL CROSS SECTION 13 ,
13
0
T
a0
1718 INTERIOR In
" INTERIOR a 7 z
(SEE NOTE 1 ;J, `.ri.;?, o
) •3 ��. 12 H �
've °, 11 t.., (SEE NOTE 1) Lu
E F 7 8
6 EXTERIOR °:r L )R2
EXTERIOR u
~ of
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION .,`��y�•.�,
13 13 pROR
co 11
°Z° m Z L u�
a n S' __ Z
O p U
DWG#:
NOTE: FL-20867.1
1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET:13 OF 29
1-1/4"MIN C 1-1/4"MIN
EMB(TYP) 1 C EMB(TYP) TRINITY GLASS
SHEET ROCK 1 INTERNATIONAL
QD
SHEET ROCK
FURRING !'i;a�i:•LL V::.,;`
r„ 's r_�;;'; FURRING TRINRY GLASS INTERNATIONAL
D .. i.f.�': 4' .3365 IST WAY 5
`:j�'.. ••, FEDERAL WAY,WA 99003
D vN:(253)875-7300
5 INTERIOR (SEE NOTE 2)
?,_?•�!',. ° o V ro Y
F INTERIOR ;•v,, N L? a H o z 0
< S2
ID Z
p EXTERIOR •°• a m ui a. H ul
•!° K F iim
11 EXTERIOR 12
I( ':° l3,
E 6 F¢-
a
10 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
1 Direct to masonry 1 Direct to masonry CID
(5-1/4"min jamb) (5-1/4"min jamb)
z
K K O
SHEET ROCK SHEET ROCK >
° FURRING ° '. FURRING LL) w
p
.. = •" ': a .. P,
°. ... n .
12
W W \O� Q•`d '"'k
11 �
5 D 1 (SEE NOTE 1) D 1 :Ln
F
EXTERIOR EXTERIOR y`L '.• ~
INTERIOR INTERIOR . �. dA •'
VERTICAL CROSS SECTION /--4 VERTICAL CROSS SECTION
Direct to masonry Direct to masonry m uz
5-1/4"min jamb) Z
( J ) (5-1/4"min jamb) o o u
NOTE:
DWG#: -y
1. SCREWS THRU HEAD JAMB AND SILL.EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. FL-2086/ .1
2.SIDELITE SCREWS LOCATED 6"FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS, SHEET:14 OF 29
1-1/4 MIN Q�TRINITI GLA I 3�
EMB.(TYP)1 INTERNATONAL
e
1 2 3
TRINITY GLASSA NATIONAL
_ 3363 1ST I5T WAY 5
FEDERAL WAY.WA 98003
H g• ° D DR:(293)879.7300
0
a V 2t v e
C 1-1/4"MIN INTERIOR �'"''`' ° <z w Z(A, Z a$
EMB(TYP)
z0LU o�J`
o y CL
SHEET ROCK S' o y m<
'. FURRING
Lu
CL
5 EXTERIOR /
INTERIOR `':`Z!
w ¢ �21 HORIZONTAL CROSS SECTION m
Z~ 15 SHOWN W/2X WOOD BUCK In
a W
Z
1-1/4"MIN Z
0
F EMB.(TYP)
EXTERIOR u
1 2 3 Lu
w
7 8 a K
L
HORIZONTAL CROSS SECTION
0
15 Direct to masonry 5 z
(5-1/4"min jamb) INTERIOR
N70,\ AA
e O m
m Z w.3 N
EXTERIOR 7 8 A a: �¢ Z � ¢ Z
p^ �� _
O p V
�HORIZONTAL CROSS SECTION DWG#:FL-20867.1
1 SHOWN W/1X WOOD BUCK
SHEET:15
OF 29
—a d ° .d d,e a B,(TYP.) QD TRININTERNATIONAL
d GLASS
q"I` SEE HINGE
DETAIL 1
FT
a• F
6. TRINITY3GIAS365 SINWARNATIONAL
Y 5
FEDERALWAY,WA98003
a. TYP.HEAD G 2X BUCK a'. —� PH:a03)eT5-7300
AND JAMBS ° H 2X BUCK
N iX BUCK a' ( 1X BUCK o 4
P DIRECT TO DIRECT TOa
s MASONRY D MASONRY- Z c,7 z a$ A
< FA>m,
D Z jm n
31.00"MAX. w a =LL
O.C.(TYP.) 1X/2X BUCK TYP.HEAD 14"MAX. o w O _
&JAMBS O.C.(TYP.) °�= a w
HINGE DETAIL.1 0 m<
2X BUCK I Nwi a z Z m Z<CO
DOOR FRAME t m a o '-'z<
o
` ¢ co
15.13'MAX. n m w
O.C.(TYP.) P na m
5.50'
F MASONRY } a
MASONRY
OPENING
OPENING SEE HINGE e m
DETAIL 2 G 2X BUCK �
.7
a N 1XBUCK .d°. Z
P DIRECT TO
MASONRY D TYP.SILL O zZ
F-
'' a
HINGE DETAIL 2 W
A. LIJ
GQ d
BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB
Masonry construction o
z
CONCRETE ANCHOR NOTES: ��
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be 0..`j••••..•�ti6
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 8 p; o
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded,
2.Concrete anchor table: LL
ANCHOR ANCHOR MIN, MIN.CLEARANCE MIN CLEARANCE TO 2X BUCK I y•••�� ~ J
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 1 X BUCK N 7 i�d'••••
IAPCONO 1/4" 1-1/4" 2" 4" DIRECTTO P ���i�y•••ac PFZO���`
ULTRACONO 1/4" 1-114" 1" - 4" MASONRY m ' m z J
ITw BUILDER � "i u Z
TAPCON° 3/16" 1-1/4" 3" 1-1/2" - a o a v w
WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DWG#:
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent FL-20867.1
splitting of wood. SHEET:16 OF 29
T ,INITY_GLASS
A 4" 4"
INT'cRNATlO NAL
< �~r4-
4" TRIFIITY CLA55 INTERNATIONAL
336515T WAY 5
TYP.HEAD
FEDERAL WAY.WA 98003
'"IZ'3'B's'3°°
&JAMBS o M
Uf lD (7 Z#Q ^
� az z N aS
¢�+ i )m a
J j Q' J m
V1 m
C � Q. J
H
m 7 U v
z SyWv
ov Q m¢
l9
w w
1X12X BUCK S = ,o t Q Z m z�o¢
15.13"MAX. m 11' m
FOR REF,ONLY
O.C.(TYP.) a m
0
MASONRY m
OPENING
In
a O o
In �+
a > ix
W �
W
a
BUCK ANCHORING o
z
CONCRETE ANCHOR NOTES: �� �0
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be a
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be
required to ensure the"MAX ON CENTER"dimensions are not exceeded. u , o
cn -•Ly <
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO FOR XO, OX&XX i�d••'•• •'•
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR J� F
CONFIGURATIONS
MW BUILDEX TAPCON. 1/4" 1-1/4" 2" 4" L
ca
ULTRACONO 1/4ELCO " 1-1/4" 1" 4" _ z
TAPCON�BUILDEX 3/16" 1-1/4" 3" 1-1/2" o
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.1
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET:17 OF 29
RINITY GLASS
SEE HINGE ° ;< d 4" DTNTERNATIONAL
4" 5"(TYP.) a
DETAIL 1
6• TRINITY GLASS INTERNATIONAL
33631ST WAY S
FEDERAL WAY.WA 98003
'' H 2X BUCK / �// Fu:Iz9373Taa3oa
° L 1X BUCK °
o � v
D DIRECT TO w Z Z#v
<Z Ha$
MASONRY '5 m
31.00"MAX, TYP.HEAD STRIKE PLATE DETAIL L x LL
O.C.(TYP.) 1X/2X BUCK &JAMBS 14"MAX, o z i
O.C.(TYP.) o W m
DOOR FRAME I F N a g m z H m
H
6 wMLL
¢ ?az
( LO
G 2X BUCK P! a m
5.50 LU
N 1X BUCK P a
• —f P DIRECT TO
• MASONRY
MASONRY a
E .
SEE HINGE OPENING m
DETAIL 2 HINGE DETAIL 1
D TYP.SILL F Z
6 V
2X BUCK
U
a. B B °
N 1X BUCK LU
L_JAd
• P DIRECT TO o
A FRAME ANCHORING STRIKE MULLION ° E MASONRY
HINGE JAMB
Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 zz
i
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be p
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 14 16 17
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O 2X O o 2X p;• `' 6
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 4X D- '
TYPE SIZE EMBEDMENT TO MASONRY EDGE 141617
ADJUSTMENT ANCHOR 0 18 ® ® ® :•� ,, <
ITW BUILDEX 6 •
TAPCONO 1/4" 1-1/4" 2" 4"ELCO �, d�j'••-. •••'Q
ULTRACONa 1/4" 1-1/4" 1" 4" 5ijill 1—
11 BUILDEX
® 18
TAPCONm 3/16" 1-1/4" 3" . 1-1/2" com z a
V' LL •S 1--
O4X
WOOD SCREW INSTALLATION NOTES: o u= z
VIEW A-A VIEW A-A VIEW B-B VIEW B-B qwG#:
1.Maintain a min.5/8"edge distance,&1"o,c.spacing of wood screws Head to mullion attachment Head to mullion attachment, Sill to mullion attachment Sill to mullion attachment FL-20867.1
to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
SHEET:18
OF 29
�4" DTRINITY GLASS
' I a
I N T E R N A T I O N A LSEEHINGE
DETAIL 1 4" 6 (TYP.)
` 8
TAIWTY G y S NTE Y NATIONAL 6„
° - I FWRAL WAY.WA 98003
' H 2X BUCK //\�/�/ PH:(203)875.73DO
° L 1X BUCK °o T
' '7 -
D DIRECT TO z z# g
MASONRY — <5 0
31.00•MAX. TYP.HEAD STRIKE PLATE DETAIL � o m
D.C.(TYP.) 1X/2X BUCK &JAMBS o c.TVP) -° a o a u
F NaUJ
m Z<m
DOOR FRAME 6 0 a o z
G 2X BUCK coLU "'
S ® N 1X BUCK a "'
s.so•
P DIRECT TO
MASONRY MASONRY o
OPENING E
SEE HINGE m
DETAIL 2 HINGE DETAIL 1 V)
D TYP.SILL F 6 O 0
—
1 i i i 1 1 2X BUCK > at
• N 1X BUCK W w
• • P DIRECT TO
HINGE JAMB MASONRY
as `
FRAME ANCHORING STRIKE JAMB E
Masonry construction
HINGE DETAIL 2 z
CONCRETE ANCHOR NOTES: ��.�
1•Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be .` �QO•' ..... 6
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be
required to ensure the"MAX ON CENTER"dimensions are not exceeded.
2.Concrete anchor table: u ~
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO N ~ <
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR
WBUILDEXTAPCON 1/4" 1-1/4" 2" 4„ELCO �'�.,�y •*pEtO�p
ULTRACONO 1/4" 1-1/4" 1" 4"
ITW BUILDEX o^ '� =2 V Z
TAPCON. 3/16" 1-1/4" 3" 1-1/2" O p V h
WOOD SCREW INSTALLATION NOTES: owe#:
1.Maintain a min.518"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. FL-20867.1
SHEET:q 9 OF 29
° rL
SEE HINGE A _TRINITY GLASS
° 4" 5•(TYP.) 1 D INTERNA710 tJ Al.
DETAIL 1 ° ° r4-
II I I I 5• TRINRY GLASS INTERNATIONAL
A A .— 33fi315T WAY S
I 7 FEOERAI.WAY.WA 98003
PH:(233)573-7300
- °� H 2X BUCK
L 1X BUCK $ m
D DIRECT TO N Z z z#Q
MASONRY 'z a$
31.00 MAX. TYP.HEAD STRIKE DETAIL i W~ o=
O.C.(rYP.) 1X/2X BUCK &JAMBS �ASTRAGAL SHOWN 14" z ?
FOR REF ONLY O.C.(TYP.) w w S co w
F o DOOR FRAME i 6 o a
U. H O G
{ G 2X BUCK P a m w
5.50" • N 1X BUCK a
I • . P DIRECT TO �u
MASONRY • MASONRY o
OPENING E
SEE HINGE m
DETAIL 2 HINGE DETAIL 1 In
z
_a p 0 z
��Typ
.SILL B B B
a
i 1 1 1 G 2x BUCK
N 1X BUCK W
• LU
P DIRECT TO
Ad
HINGE JAMB ASTRAGAL MASONRY
FRAME ANCHORING E
Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 °z
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ` 0
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors ��........••..,
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. p r`( d•
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO G 22 R •°
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR 23 N
ITW BUILDEX
TAPCONO 1/4" 1-1/4" 2" 4"ELCO
�`Gd,••.,
ULTRACONo 1/4" 1-1/4" 1" 4" • o • �'�,;�h' �I PFtO��.`
ITW BUILDEX • • .o >. I( T
TAPCON� 3/16" 1-1/4" 3" 1-1/2" • • • 0° m z
¢ =
O
WOOD SCREW INSTALLATION NOTES: ~ Z3 _ u z
p V V)
1. Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws VIEW A-A VIEW B-B DWG#:
to prevent splitting of wood. Astragal Strike @ Head Astragal Strike @ Sill FL-20867.1
5HEET:20 OF 2
TRINITY GLASS
4 - 4" aD IN TERN AT IO N AL
4" TRINITY GLASS INTERNATIONAL
D 336D IST WAY S
FEDERAL WAY.WA 90003
TYP.HEAD PH:(253)875J300
&JAMBS o m m
° e 0 m c
v�Z z
V,
<r H>g �
0 d m J y
�OS O=�
U 22
U
ov C Um
1X/2X BUCK <` m
o aZ<
ca K H Z n
15.13"MAX.
O.C.(TYP.) a m
FOR REF.ONLY
0
MASONRY m
OPENING
12:
a Q Z
H
a >
U
DLU
e.4 <
BUCK ANCHORING o
z
CONCRETE ANCHOR NOTES: \oN 0 .* �13�/IIS
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be
FOR OXO O :'�' `���.•
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be CONFIGURATIONS oW
required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO �L
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR
ITW BUILDE ///R 1- •*PR \\\
TAPCON,, 1/4" 1-1/4" 2" 4"
ELco co
0 1/4" 1-1/4" 1" 4" 4 Z 0 ¢F
ULTRACON I °n Z -C
ITW )EX a tv 3 = S U Z
TAPCOBUILN� 3/16" 1-1/4" 3" 1-1/2" o a
DWG#:
WOOD SCREW INSTALLATION NOTES:
FL-20867.1
1. Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET:21 OF 29
d �4" aD TRINITY GLASS
SEE HINGE 4" B"(TYP) I INTERNATIONAL
DETAIL 1 A�—iA I 8
B• TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
e
7 FEDERAL WAY,WA 95003
d H 2X BUCK PW:(253)875.73DO
CY
L 1X BUCK °o s
D DIRECT TO a z v it v
MASONRY mac+ r H $
31.00'MAX,
O.C.(TYP.) 1 X/2X BUCK TYP.HEAD 1a"MAx STRIKE PLATE DETAIL m o LL
&JAMBS O.c.(TYP.) o o a 0 m<
DOOR FRAME---,,, — F 6 5 q LU Q Q Z m
Q "<
U` LL L. J<
U) ¢ �<
G a mui�
5.50"
e
MASONRY j e E o
OPENING
SEE HINGE m
DETAIL 2 _ HINGE DETAIL 1 �VJ
o
TYP.SILL 6
CL
_-_A.___ i_I _Li 1-i_ i-1 i- • G w w
B�B •
H <a STRIKE MULLION
HINGE MULL/ON
" FRAME ANCHORING E
Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2. °z'
1,Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ���` 0 ass ,y'3
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 14 1617 1
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O o D 2X
2X 4X LL I
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 14 16 17 18 e ® F-
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHORIt
ITW BUILDER ® ® e �y •'•. ,
TAPCONa 1/4" 1-1/4" 2" 4'
ULTLCORA ONm 1/4" 1-1/4" 1" 4"
ITW BUILDER 18
„
® ® ® ® ° m 1lu
T iIi
TAPCONO 3/16" 1-1/4 3" 1-1/2" o^ _
4X o a s V)
O
WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-8 DWG#:
1.Maintain a min.5/8"edge distance,&1"o,c.spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment FL-20867.1
to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
SHEET.220F 29
4" aDTRINITY GLASS
SEE HINGE ° d 4"— s (TYP.) / INTERNATIONAL
�----
DETAIL 1
TRINITY GLA55 INTERNATIONAL
6" _ 336515T WAYS
-�• - 7 FEDERAL WAY,WA 98003
2X BUCK PH;(253)875.7300
� m
a L 1X BUCK o v
D DIRECT TO
MASONRY — 3
31.00'MAX. >8
a H O d m
TYP.HEAD 14"MAX, STRIKE PLATE DETAIL L., = C)x LL
O.C.(TYP.) 1X/2X BUCK &JAMBS O.c.(TYP.) c o z a
a
DOOR FRAME _ 1 F N m Z N
_ _ � oQ
8 w
G u1i a 0- {{m om�W
S • F-- a m LT
5.50"
e
MASONRY e E p
3EE HINGE OPENING m
DETAIL 2 _ HINGE DETAIL 1 V)
D TYP.SILL F 8 o
a FI
1 1— T-i i i 1 i G >
i
. - e w Ln
a LU
HINGE JAMB ° FRAME ANCHORING STRIKE JAMB • e E
Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 °z
1.Concrete anchor loactions noted as"MAX ON CENTER"and at the comers must be O`% 0 1*
adjusted to maintain min.-edge distance to mortar joints. Additional concrete anchors
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. �: '� o26
LL F W
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO (n L
TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR y ~ J
TAPCONO 1/4" 1-1/4" 2" 4"
��' •.
ELCO ULTRACONC) 1/4" 1-1/4" 1" 4"
.D T
ITW CO CO
APCON®X 3/16" 1-1/4" 3" 1-1/2" ¢ V)J-1 _ v z
o a v in
WOOD SCREW INSTALLATION NOTES: Dw&#:
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws FL-20867.1
to prevent splitting of wood.
SHEET:?3 OF 29
TRINITY GLASS
° G 4" 4" 4" aD INTERNATIONAL
° �~r4� 4,
4" "INITY GLASS INTEQNATIONAL
33651ST WAY S
•a, D FEOD R L WAY.WA 98003
TYP.HEAD
00
&JAMBS
o
°
Pik v
<Z z H> g
0 d m J
wa Q a �mw
l7
F
lwzx BUCK "g o a Z e 9
f w m ¢ Paz
15.13"MAX. °' m w
0.C.(TYP.) a
FOR REF.ONLY o
MASONRY m
OPENING
Z
-a Q
H z
• a >UJ
l3
a/ o
-
BUCK ANCHORING
0
z
CONCRETE ANCHOR NOTES: FOR OXXO ```% �,���
CONFIGURATIONS . p
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be p: p
required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO �L •'•.,
TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJ USTM ENT ANCHOR
ITW BUILDER
P
TAPCONO 1/4" 1-1/4" 2" 4„ RO`��`
T
ULTRA ONO 114ELCO " 1-1/4" 1" 4" �'v Z w Ca� ¢F
ITW BUILDEX ^ + =2 v Z
TAPCONO 3/16" 1-1/4" 3" 1-1/2" 0 a v
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.1
1. Maintain a min.5/8"edge distance,&1"o.c,spacing of wood screws to prevent splitting of wood. 5HEET:24 OF 29
Q" Q" TRINITY GLASS
SEE HINGE °. . y 4" Q„ 5-(TYP.) D INTERNATIONAL
DETAIL I
I I I I I 1 B"
° A - TgTMN GLASS
SST WA 5ATIONAL
a H 2X BUCK f � FE PW::(27M)Bl513DO ERAL WAY.WA 3
a L 1X BUCK go m M
FD DIRECT TO
MASONRY —' z 5 z H o
�M
31.00 MAx. TYP.HEAD 14•MAX. °s a 0°
o.c.(TYP.) 1X/2X BUCK ASTRAGAL SHOWN
&JAMBS o,C.(TYp.)
FOR REF,ONLY °° a o w v
DOOR FRAME — — — N� m H 4'CO
emu " z Ld aZN
S a co
5.50" P i m F
• MASONRY <
OPENING
3EE HINGE $
7
DETAIL 2 — — — —
D TYP.SILL B I1 B oz
a.: .• a — i 1 1 1 1 1 1 1 i 1 11 1 — H �
U
A. V)
F a o
HINGE JAMB a FRAME ANCHORING G 22 6 ASTRAGAL
Masonry construction G
' d
• z
CONCRETE ANCHOR NOTES: • ``�� ,����
1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be E
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors I
VIEW A-A O. 'go
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. HINGE DETAIL 1 I
Astragal Strike @Head
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO F 8 (n F
TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR R 23 • y
IT APCON
�x 1/4" 1-114" 2" 411 s •,'�d�'ti.., ,.•a� .�,
ELCO
ULTRACONo 1/4" 1-1l4" 1" 4"
T I
• m co ¢h
TAP ILDE ON x 3l16" 1-1/4" 3" 1-1/2" '
v
WOOD SCREW INSTALLATION NOTES: E
DWG#:
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws VIEW B-S STRIKE DETAIL 1 FL-20867.1
to prevent splitting of wood. HINGE DETAIL 2
Astragal Strike @Sill 5HEET:25 OF 29
1 98"y 5.25" v�TRINITY GLASS
INTERNATIONAL
N
T TRINLTY GLASS INTECNATIONAL
3365 IST WAY 5
3.98" _ FEOEpA WAY,WA 95003
� PH:(297)879-7300
SIDE&HEAD JAMBS o
Q (5-1/4"or larger) o #a
MATERIAL:WOOD z H S g
a W �m"T
Lo 4,56" w O o a,:e IJ` L
o o a a
N¢ U ? zmw
Z N
LDLuo
Q P
a m
tCL
2.44
MATERIAL:STEEL 2 SIDE&HEAD JAMBS �� m
MATERIAL:PVC
z
:Do
4.56" 5.25" o o O o
L0 p
a
p J
�OUTSWING SILLSILL SIDE&HEAD JAMBS
(5-1/4"or larger) o
ALUMINUM WITH PVC SUBSTRATE MATERIAL:PVC Z
4.56"
••..
ti 4.56" 1.22" 2.44" 0. "
ti 4.56" + + o,a
co
Lo
O O O ,•: ,'���ii'y••*PRO`���
O
2.44"
a o J WOOD V S Q 2
SIDE&HEAD JAMBS s OPTION
SIDE&HEAD JAMBS s SILL KEY DETAIL owe#:
MATERIAL: MATERIAL:PVC AL
L-20867.1
5HEET:2 60F29
QuTRINITY GLASS
-z 29' INTERNATIONAL
4.56"
f
f ...._::.c;•.'.'.-',._ TRINITY GLASS INTEWATIONAL
��•;,.;,� 3365 IST WAY 5
FE0
E0.AL WAY,wA 98003
00
• ''+° PH:(253)875-7300
N O m m
13 MATE
OUTSW/NG SIDELITE SPACER
4 L� H
RIAL:PVC Z >j
l w vi m J
STANDARD MULLION m o a
U f f Uo a o¢u
MATERIAL:PVC o u� 0O > v m w
Na U co zNm
1.001, I�.58" a w o�c" v
2 H a Z m
N I�D a mw� a
LU
O
4.56"
O
CD
_ A A
° - I
N N
O z
FAT MULLION >
2.00" ;; Lu U)
MATERIAL:PVC a/ a
`v
MULLION BASE KIT N
IJ
OPTIONAL
URETHANE GLUE 4,56" °z
URETHANE GLUE
4.56"
f N o n TWO-PIECE"FAT"MULLION
0 o N _ '' 11 MATERIAL:PVC �• -
f 0
.��� •*PRO
#8xl 1/4"PRH WS(4 NEAR SIDE) o II coz L
STANDARD MULLION N
#8xl 1/4"PRH WS(4 FAR SIDE) o 3-' _= v z
�q SECTION A-A o " IV)
MATERIAL:WOOD DWG#:
FL--20867.1
5HEET:27OF 29
NZ SS
-19.63"� • aDTNT5RNnTG1LOt4AL
+ LATCH(BLIND HOLE)
00} SCREW LOCATIONS(TYP.) DEAD BOLT(THRU HOLE)
5.50" 33.13"
SLIDE BOLT ROD TRINITY CLASS 2NTEGNATIONAL
STEEL FEOE3365 1ST WAY$
RAI WAY,WA 98003
PH:(2N)815-730Q
ion 2.75" —2.50"
1.63" 3.75"-- 2.50" 3.63" N z y z
—10.75J -- -10.50"- - w
18.75" 18.50" m� z o
26.75" IL
TOP BOLT RETAINER 26.50" LL° a,emu v
9-3/4"ALUMINUM N a v m z N m
O �� w 8
F' a H p< ^.
1 m w
BOLT RETAINER m IH�
SLIDE BOLT ROD 2.65"
Q
ALUMINUM
ASTRAGAL 1.75" ALUMINUM ASTRAGAL m
VIEW A-A 2
0 A Aluminum Astragal by Endura Products
Aluminum Astragal Assembly z
C)
H
to z
—7.84 oSCREW LOCATIONS(TYP.)
H
' o o — 5.50" 33.13" I v
L
w
a
1 O O
o) FLUSHBOLT BAR
Diecast Zinc °0
Cq 20.25" 1.38" p
z
0 0 32.25" 8.13" �� p
' 43.62" 20.25" �����O......
o
FLUSHBOLT DEADBOLT(THRU HOLE) LATCH(THRU HOLE) p y: A F
a W
Diecast Zinc ��Ld -.,z :
oLOJ • 0 • m Z
� T ,) T w
3.I138" )-" 00N
t J
Q Z (L Q z
vz
PVC ASTRAGAL O 1ki
1.44" �- -� DWG#:
`� 68 PVC Astragal by Trinity FL-20867.
VIEW B-B
PVC Astragal Assembly SHEET:
ZSOF 29
BILL OF MATERIAL Qp
INTcRN ATION AL.
GLASS
ITEM# DESCRIPTION MATERIAL
A 1X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD
C 1/4"MAX.SHIM SPACE TRINITY W
J3h5 I INTERNATIONAL
ST ST 5
FEDERAL WAY,.WA WA 98003
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL G1I:(253)B75.7300
E #9 X 3/4"PFH WS STEEL
F #9 X 1"PFH WS STEEL S
M
G 99 X 2-1/4"PFH WS STEEL vV)z Z o o
H 910 X 2-1/2"PFH WS STEEL m J
I #8 X 2"PFH WS STEEL
J #6 X 1-1/4"DRYWALL SCREW STEEL °° a w v
DV !L Um Q
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 N o` O m Z N m
K OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE J w o z H
z m
L 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL LD m "C m w o a
M 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL w M
N 3116"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
O #8 X 2-1/2"PFH WS STEEL }-')
P 3/16"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a
Q #8 X 1"PFH WS STEEL >
R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL co
S #10 X 3"PFH WS STEEL V)
1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD Z
1A JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD O
2 JAMB PVC 0
2A JAMB PVC
3 JAMB PVC > v
5 WEATHER STRIP QEBD650 Q LON Lu `u
6 3.98"X 4.0"HINGE MIN 0.098"MIN THICK STEEL
7 STRIKE PLATE STEEL
8 DEADBOLT PLATE STEEL
9 SILLKEY PC/ASA o
10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC Z
11 R PANEL-
12 S DEELI E PANEL E SEE OSIIDELITE PANEL CONSTRUCTION IDETAILS SHEET ��` F'0,.:.213��Yi�
13 OUTSWING SIDELITE SPACER PVC D��r
14 STANDARD MULLION(FINGER JOINT PINE SG>=0.42) WOOD : o °
15 MULLION BASE KIT PC/ASA N c v Ja
16 STANDARD MULLION PVC
17 "FAT"MULLION PVC ��cy
18 TWO-PIECE"FAT"MULLION PVC '��y k PFZO1 J 111-
;��`
19 1X MULLION WOOD
20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM ¢n -( __
m Z
21 PVC ASTRAGAL BY TRINITY PVC o o V
22 ASTRAGAL STRIKE @ HEAD STEEL OWG#:23 ASTRAGAL STRIKE @ SILL STEEL FL-20867.1
SHEET:29OF 29