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�ox ro FL# FL20867-R ArIv
Application Type irmation VIEWED FOR
Code Version 2 p 1
Application Status Approved CODE COMPLI0 AN
Comments ST. LUCIE ®U
Archived OBOCC3?0! /2�
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@trinityglass.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior DoorAssemb'
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Cj 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.pdf
Referenced Standard and Year(of Standard) Standard Year j
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTrp/o2bX5w2Z51fELGm5GBuYCv7pFk2vB46°/`2f O7LA%3d%3d 1/3
I
2/22/2021 Florida Building Code Online
f I 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 Yes No N/A
i
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
26867.1 a. Fiberglass Door 6-8 Glazed"Impact" Fiberglass Door-Outswing
-ttfff1—ti`&f Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 II FL-20867.1 SS 2016-08-26.pdf
Approved for use VHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resist :Yes Created by Independent Third Party:Yes j
Design Pres re: N/A Evaluation Reports
Other:See In nstructions, FL-20867.1,and FL20867 R2 AE PER4418 SS 2016-08-06.pdf
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.pdf
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.pdf
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.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
I
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions, FL-20867.3,and FL20867 R2 AE PER4420 SS 2016-08-06.pdf
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.pdf
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.pdf
Evaluation Report, PER4421,for design pressures,sizes, Created by Independent Third Party:Yes
configurations,installation requirements,and limits of use.
i
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 R2 II FL-20867.5 SS 2016-10-18.pdf
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.pdf
Evaluation Report, PER4422,for design pressures,sizes, Created by Independent Third Party:Yes
configurations, in, requirements,and limits of use.
i
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.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGm5GBuYCv7pFk2vB46%2fO7LA%3d%3d 2/3
Q�TRINITY GLASS
I A INTERNATIONAL
INSTALLATION NOTES: Trinity Glass International TRINITY GLASS 336515T ATlONAL
WAY 5
/}�{
FEDERAL WAY,WA 98003
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GLAZED FIBERGLASS DOOR PH:(253)875-7300
LOCATION SHOWN. p M q
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE �j it, &
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT h ZN N F mZ-I j C')
1 MPA C T O U TS WI NG
INSTALLATION OF THE MAXIMUM SIZE LISTED. g 5 W rn
' N 10- v)m ..
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE m j 0=LL-
OF t112 INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES). (i O _5 ¢2
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES: o c~i m
ANCHOR TO THE NEXT. N i W m Z H m m
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND g H-W a Z
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA u' LU -j"CI"
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN TABLE OF CONTENTS u; ¢ o¢ a
INCH.SHIM WHERE SPACE OF 1l16 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: SHEET# DESCRIPTION w CDm
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR . TAS 201-94 4
BETTER. TAS 202-94 1 General notes a m
• TAS203-94 2 Typical elevations,design pressures LU
5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE ASTM E283-04
MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 ASTM E330-02 3 Typical elevations,design pressures o
10 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE ASTM E331-00 4 Typical elevations,design pressures
DISTANCE OF 314"SHALL BE MAINTAINED. AAMA 1304-02 yp g p
5 Typical elevations,design pressures m
6. THROUGH FRAME:FOR INSTALLATION INTO CONCRETE/MASONRY, 2. ADEQUACY OF THE EXISTING STRUCTURAL
USE 114"ITW TAPCONS OR 1/4"ELCO ULTRACONS OR 3116"ITW CONCRETEIMASONRY AND 2X FRAMING AS A MAIN WIND 6 Door panel construction details I)
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114"MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 7 Sidelite panel construction.details
EMBEDMENT INTO CONCRETEIMASONRY. TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 8 Glazing details 0
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 9 Vertical cross sections H Z
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 0
VENEER,AND SIDING. 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 10 Vertical cross sections
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 11 Horizontal cross sections I--I
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 12 Horizontal cross sections LU w
CORROSION RESISTANT COATING. RECORD FOR THE PROJECT OF INSTALLATION. 13 Horizontal cross sections jxLU
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 Z
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AREAS.
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 18 Frame anchoring
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 19 Frame anchoring *, ��•l///a/6
THE ANCHOR MANUFACTURER. FOR THIS PRODUCT. ,
20 Frame anchoring
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 6. FRAME&MULLION MATERIAL:WOOD OR PVC ----— O•• n- -S-
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 21 Buck anchoring o
PROPERTIES: 7. CLADDING MATERIAL FIBERGLASS 22 Frame anchoring LL
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. N
B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH 23 Frame anchoring
C.HOLLOWIGROUT FILLED CMU-STRENGTH CONFORMANCE TO 24 Buck anchoring ;il
ASTM C90,MIN.F'm=2000 PSI. 25 Frame anchoring ///�;�'v *
26 Components 1-6,
>.�11
27 Components z m Z
28 Components Z29 Bill of materials #:
Digitally signed by Hermes F.Norero,P.E. -20867.1
Reason:I am approving this document HET: 1 OF 29
aDTRINITY GLASS
37.50"MAX.O.A. 37.50"MAX.O.A. INTERNATIONAL
FRAME WIDTH FRAME WIDTH
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FEDERAL WAY,WA 98003
PH:(253)875-7300
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DIMENSION TYPE !posifl
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DWG#:
FL-20867.1
SHEET: 2 OF 29
D TRINITY GLASS
74.75"MAX.O.A. 112.00"MAX.O.A. INTERNATIONAL
FRAME WIDTH FRAME WIDTH
1 2 3 1 2 4 1 2 3 1 2 4
9 9 4 10 10 1 9 9 4 10 10 1 MrNITY6LA55DMANATIONAL
336515T WAY 5
FEDERAL WAY,WA 98003
PH:(253)875-7300
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OX/XO 74.75"X 80.50" WOOD ;
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DWG#:
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SHEET: 3 OF 29
75.50"MAX.O.A. 113.50"MAX.O.A. aDTRINITY GLASS
FRAME WIDTH FRAME WIDTH INTERNATIONAL
.75"MULLION .75"MULLION
37.50"MAX. 37.25"MAX. 37.50"MAX. 37,25"MAX.
FRAME WIDTH FRAME WIDTH FRAME WIDTH FRAME WIDTH
TRINITY GLASSNATIONAL
3365 IST 15T WAYS
5
1 2 3 1 2 4 1 2 3 1 2 4 FEDERAL WAY,WA 98003
9 9 4 10 10 1 9 9 14 10 10 1 PH:(253)875-7300
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DWG#:
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SHEET: 4 of 29
---- - ------- - ---- -
- aDTRINITY GLASS
INTERNATIONAL
150.00" MAX.O.A.FRAME WIDTH
74.00"MAX.FRAME WIDTH TRINITY SLA55 INTERNATIONAL
3365 IST WAYS
75"MULLION FEDERAL WAY.WA 98003
74.00"MAX.O.A. 37.25"MAX.FRAME WIDT PH:(253)875-730D
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CONFIGURATION FRAME ALUMINUM ASTRAGAL PVC ASTRAGAL N c
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 coui-!.9 a ",
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DWG#:
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SHEET: 5 OF 29
LVL STILE GI G2 G3 G4 D TRINITY GLASS
FIBERGLASS SKIN SEE SHT 8 2.38" 1.58" PVC STILE CAP a INTERNATIONAL
1.58"
/ FOAM CORE INTERIOR 17"
T-F .:T: •''"�'':'/:+:: '.^���: .ti`•,:•.`(ti J. � TPINITY GLASST WAY ATlONAL
1.22" 211 1.56" 336515T WAY 5
1.56" FEDERAL WAY,WA 99003
`.5.,i '::..;ir_�,,=:.;•,. - !-e:.Ci=. � Imo- ( )1.57" PH:253 875 7300
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SEE DETAIL 2 LVL LOCK BLOCK 19 1.25" �z F z o Q
.31"-- PVC STILE CAP LVL STILE �.• z o m
1 HORIZONTAL CROSS SECTION 4.14"
6 FOAM CORE ; ;; : 1 FIBERGLASS
2.38" `.'+
:'-•�'' SKIN ¢H c m o"
35.75 35.75 j;. ?•'U ^`' U)i w Z N
PANEL WIDTH PANEL WIDTH LVL LOCK i=,.`:''}` ) ui3 p ¢ i
21"D.L.O. In
BLOCK r'd: c� w m wm
15.50"D.L.O. 5.66" i'... , a
16.75" 5.50"
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BOTTOM ) F
RAIL PVC �
LOCKSET HARDWARE 1.35"
MANUFACTURER MODEL II�
6.2" 2 KWIKSET LOCK&DEADBOLT COMBO Fw m I
2 7 SIGNATURE SERIES 991 1 56" o 3t- =_ Q Z
6 LOCK&DEADBOLT COMBO
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GLAZED DOOR 11 GLAZED DOOR SIGNATURE SERIES 980 VERTICAL CROSS SECTION DWG#; q
19 FIBERGLASS SKIN:0.079"THICK MIN. LOCK:F-SERIES 6 FL-20867.1
FIBERGLASS SKIN: THICK MIN. FOAM CORE:POLYURETHANE SCHLAGE DEADBOLT:B60 SERIES n
FOAM CORE:POLYURETHANE SHEET: 6 OF 29
FIBERGLASS SKIN GI G2 G3 G4 QDTRINITY GLASS
78" -- SEE SHT8 .78" INTERNATIONAL
FOAM CORE INTERIOR
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3365 IST 15T WAY WAYS Nn
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+.i'� PH:(253)875-7300
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FOAM CORE:POLYURETHANE SHEET: 7 OF 27
STRUCTURAL SILICONE STRUCTURAL SILICONE
A8 (SEE NOTE 1) A8 (SEE NOTE 1) D TRINITY INTERNATIONAL
GLASS
TEERRNATIONAL
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 TRIMTY GLASS INTERNATIONAL
0.090"PVB INTERLAYER 336518TA 9
0.090"PVB INTERLAYER FEDERAL WAY,.W WA 8003
f ..I.,n`.. 7 PH:(253)875-73M
I DUPONT BUTACITE OR ABP INTERLAYER :<< DUPONT BUTACITE OR ABP INTERLAYER
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a.r< AIR SPACE AIR SPACE N Z N Z o
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1. STRUCTURAL SILICONE OPTIONS:SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ABS OR PC/ASA ABS OR PC/ASA FL-20867.1
SHEET: 8
OF 29
DTRINITY GLASS
INT---.NAL
K D K
7RIIJIT9 6LA55 IN7FRNATLONAL
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FEDERAL WAY.WA 93003
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splitting of wood. SHEET`16 OF 29
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SEE HINGE a . a 4" �6"(TYP.)
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to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
5HEET:18
OF 29
— TRINITY-GLASS
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SEE HINGE ° . ° 4" 6"(TYP.)
DETAIL 1 8
1 I
TRINITY
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required-to ensure the"MAX ON CENTER"dimensions are not exceeded. --- LL . — W
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO Lj '•,••
TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR
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1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. FL-20867.1
5HEET:19 OF 29
Ct ---— - ---- D TRINITY GLASS
SEE HINGE 4" ) I INTERNATIONAL
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DETAIL 1 °.e
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CONCRETE ANCHOR NOTES: HINGE DETAIL 2 oz
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be `�J0
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. 1,-.i IN
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to prevent splitting of wood. Astragal Strike @ Head Astragal Strike @ Sill FL-20867.1
SHEET.200F 29
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2.Concrete anchor table: y J�
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1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. SHEET:
21 of 29
I
4" TRINITY GLASS
SEE INGE
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DETAIL 1 a ° A' A I� 8
1 j j j ` 5" TRINITY GLASS INTERNATIONAL
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1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O * &o
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors 141617
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. O O O 2X
2X 4X LL e �-
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO 14 16 17 ® ® N�•:• "dam
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WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-B DWG#: q
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)
15HEET2
2 OF 29
4" TItIN%TY GLASS
SEE HINGE 4 � . d 4" B"R•YP) INTERNATIONAL
DETAIL 1 4 8
.0 l B° TRINITY GLASS INTERNATIONAL
3365 LST WAY 5
7 FEDERAL WAY.WA 98003
FR.(253)875-7300
a. H 2X BUCK
L 1X BUCK • o u#v
FD DIRECT TO y`D (7 Z m
MASONRY 5 3
STRIKE PLATE DETAIL
E �m
31.00"MAX. TYP.HEAD 14"MAX. m O 2 O u t
O.C.(TYP.) 1X/2X BUCK &JAMBS O.C.(TrP.) ° z a w
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DOOR FRAME 6 " w o v.
G w u On
s a�o m
5.50" °
MASONRY • E o
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SEE HINGE °TD
DETAIL 2 _ _ HINGE DETAIL 1
Z
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TYP
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.SILL
H
H
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at• W
HINGE JAMB 4a 4 FRAME ANCHORING STRIKE JAMB E
Masonry construction
HINGE DETAIL 2 °z
CONCRETE ANCHOR NOTES: ���%
1.Concrete anchor loactions noted as"MAX ON CENTER"and at the corners must be �.�� Q0„* �.��7���,0
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors
O
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. ;' o
LC .
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO (—
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR
-��
IT IN 1/4" 1-1/4" 2" 4"ELCO ,���,�h'••.�c PRO���`
ULTRACON® 1/4" 1-1/4" 1" 4" a „
ITW BUILD® 3/16" 1-1/4" 3" 1-1/2" z Y_-
TAPCON o v N Z
WOOD SCREW INSTALLATION NOTES: DWG#:
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws FL-20867.1
to prevent splitting of wood. SHEET:
23 of 29
TRINITY GLASS
„� INTERNATIONAL
d 4" 4,
4" TRINITY GL155 INTERNATIONAL
3365 I5T WAY 5
PH �3 2 3)875-7300
TYP.HEAD
&JAMBS
° Q a
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h
t ti Z H j m
$ m m a
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1 w2X BUCK o a z N
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FOR REF.ONLY o
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OPENING (n
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L> LU
BUCK ANCHORING
d
z
CONCRETE ANCHOR NOTES: FOR OXXO
FOR
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 O;
required to ensure the"MAX ON CENTER"dimensions are not exceeded. LL-
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO
TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR
ITW BUILDEX -
-TAPCON® 1/4" 1-1/4" 2" 4" w
ULTRACON® 1/4" 1-1/4" 1" 4" Iw—v z Y U- u z
ITW BUILD 0 3
TAPCON® 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.
5HEET:2 A OF 29
-- -- -
---- - ------ - -- -
---------- - -
A ° fmNI'I'Y GLASS
SEE HINGE ° A QP
4„ Y4„ ----�5°(TYP.) INTERNATIONAL
DETAIL 1
j • I j 5" TRINITY GLA55 INTERNATIONAL
3365 3)8 WAY 5
FEDERAL WAY.WA 98D03
H 2X BUCK
Q�• < PH:(253)875-7300
L 1XBUCK Ix W M
D DIRECT TO N c9 ti o
MASONRY a H PZH> "
31.00"MAX. TYP.HEAD 14"MAX. P� = a m
O.C.(l YP.) 1X/2X BUCK:71 &,IAMBS ASTRAGAL SHOWN o c(TYP) m o Z u
FOR REF ONLY , ¢ w
w¢ W z ¢W
DOOR FRAME H w a¢z
LL
W Q j w o F J
S f Lu//`^^°w
5.50" m a
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DETAIL 2 — — — V)
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1 1 i i 1 1 i i i i i i i ` H H
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HINGE JAMB FRAME ANCHORING ASTRAGAL
Masonry construction G
s
o O
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CONCRETE ANCHOR NOTES: o , , ° ��� 1,
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be E �.� Q0,.'*
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors VIEWA-A I O• r` o
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. HINGE DETAIL 1 ;
Astragal Strike @ Head
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO F 8 .• (-
TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR R 29 6 ���,,•...
ITTAPCONe 1/4" 1-1/4„ 2, 4„ G ,�� �h •.*FRO� *e
ELCO ® 1/4" 1-1/4" 1" 4" 7
ULTRACON
ITW BUILD 3/16" 1-1/4" 3" 1-1/2" • w~ z J Y u-
t d �/I
TAPCCN o a,� 3 =2 v Z
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WOOD SCREW INSTALLATION NOTES: DWG#:
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws VIEW B-B HINGE DETAIL 2 STRIKE DETAIL 1 FL-20867.1
to prevent splitting of wood. Astragal Strike @ Sill SHEET:
25oF 29
5.25" TRINITY GLASS
INTERNATIONAL
L0
O T—
MN1TY GLASS INTERNA ONAL
33651ST AYS FEIERAL WAY.WA 98003
3.98" PH:(253)875-7300
— SIDE&HEAD JAMBS
0 QO (5-1/4"or larger)
MATERIAL:WOOD 'n
z F� 0 ur
UJ
z
0
b 0
LO 4.56"
I �"I w 21JE 0. OZ �.W`cd
z
Q- ca Iz
LIJ ix e<2.44
MATERIAL:STEEL
SIDE&HEAD JAMBS co
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MATERIAL:�PVC V)
z
o 0
4.56" 5.25--1
0 1-4
9
LO LLJ V)
C14
L w
T— 0
SIDE&HEAD JAMBS
(5-�AH 1 . .rgu)
ALUMINUM WITH PVC SUBSTRATE MATERIAL:PVC
4.56" 0
ti 4.56"
1.22" 2.44" 0."
OR
Ln
4.56" Nis
0
LO
—T 0 0 0
m 7- uj
2.44" LL. -1c
SIDE&HEAD JAMBS SILL KEY DETAIL 0
SIDE&HEAD JAMBS Dw'
OPTIONAL'(�>�MMATERIAL:�PVC FrL-20867.1
MATERIAL:WOOD SHEET'2 60F291
-— -- --- ----- - ----- ---
- - ---- - — -- — TItINI3 z GLASS 4.56" —
I229' INTERNATIONAL mo— �
1 y^':'.^;y .':;'•"_ti'.^.Y.- TRR4TY6LA55INTERNATIONAL
I} 3365 IST WAY 5
ti{;':::y "t'�`:•••.. FEDERAL WAY,WA 98003
O _ t:;y.?.�,', axt 7�ji .`•:r:yi.;i ':Y:"t: :i: _ PH:(M)875-7300
cq
ti
OUTSWING SIDELITE SPACER a°'``'' ' � "
It a
13 MATERIAL:PVC - Z
Lu
STANDARD MULLION7 `"~ V
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96 MATERIAL:PVC U? o w Q 0 j u m Lu
Na U 00 ZHm
Z
N Lu '< co a m
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0
4.56"
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04
co
ZO
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FAT MULLION >
2.00" LLJ
MATERIAL:PVC Q[ o
`v
MULLION BASE KIT N
15
OPTIONAL
URETHANE GLUE
4.56" URETHANE GLUE Z
TWO-PIECE FAT"MULLION LL
m In 18 c aat
0 0 �i ;�.';`�,;= .':.� :=;�.s•w>'• MATERIAL:PVC N i I- <
:;;; , y
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#8xl 1/4"PRH WS(4 NEAR SIDE) ZUJw
#8x1 1/4"PRH WS(4 FAR SIDE) a^ 3-�' _= u z
STANDARD MULLION SECTION A-A O lu u)
14 MATERIAL:WOOD DWG#:
FL-20867.1
5HEET:2701` 29
----- ---- - -----
------- ------
— -- -----------
19.63" I LATCH(BLIND HOLE) INTERNATIONAL
oo-i 5.50" 33.13"SCREW LOCATIONS(TYP.) DEAD BOLT(THRU HOLE)
--
SLIDE BOLT ROD TRINITY 6LASS INTERNATIONAL
3365 1ST WAY 5
STEEL FEDERAL WAY.WA 98003
o 0 PH;(253)875-7300
� m m
2.75" 2.50" °o M
LO 1.63" — 3.75" 2.50" "3.63 "n z z o
—10.75" —10.50"—� 3 z ~?M
18.75" 18.50" m o o LL
TOP BOLT RETAINER 26.75" 26.50" ° E Al w 6
43
9-3/4"ALUMINUM N¢ 0 m z N o
p w oQN
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F- O w mwo
BOLT RETAINER m
HH w/ ao
O._. •O• oQ® 0 F nf \�as it
SLIDE BOLT ROD ALUMINUM 2.65"
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ASTRAGAL 1.75" ALUMINUM ASTRAGAL CID
2
0 6'8 Aluminum Astragal by Endura Products
Aluminum Astragal Assembly Z
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7.84" O
SCREW LOCATIONS(TYP.) H
�I - 0 5.50" 33.13" >
V
a
0 0 0
FLUSHBOLTBAR
Diecast Zinc CO
IIR 20.25" 1.38"Y d
z
c 0 32.25" 8.13"
—1 43.62" 20.25" �•`��p�,.
1.09" 0 O (� s
O LATCH(THRU HOLE
I- DEADBOLT(THRU HOLE) )
FLUSHBOLT
Diecast Zinc > L\
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m
V3. 8" m ¢� z� Y� ¢F
ao 3 �x Nz
PVC ASTRAGAL DWG#:
1,44" 68 PVC Astragal by Trinity
yIEWB-B FL-20867.1
PVC Astragal Assembly SHEET:28 OF 29
BILL OF MATERIAL TRINITY GLAss --
ITEM# DESCRIPTION MATERIAL INTERNATIONAL
A 1X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD TRINITY 6LA55 INTERNATIONAL
C 1/4"MAX.SHIM SPACE - PEt,EMLw Y,WA95003
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL PH:(253)875-7300
E #9 X 3/4"PFH WS STEEL o m
STEEL
F #9X1"PFH WS �th rn 6u
STEEL
G #9 X 2-1J4"PFH WS <5 a H;0
H #10 X 2-1/2"PFH WS STEEL F w m °'
I #8 X 2"PFH WS STEEL 'o a a
J #6 X 1-1/4"DRYWALL SCREW STEEL w¢ a T co W
K MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 CONCRETE 5 H o o a z
OR HOLLOW BLOCK CONFORMING TO ASTM C90 �' =' w
z
L 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m c m u;a s
M 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL < d
N 3/16"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 m
R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
S #10 X 3"PFH WS STEEL
1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD Z
1A JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD Z
2 JAMB PVC H 0
2A JAMB PVC H
3 JAMB PVC W
5 WEATHER STRIP QEBD650 Q-LON - w
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 z
10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC
11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - ��``�0
12 SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET .` �,Q,.• " •.,�'i D
13 OUTSWING SIDELITE SPACER PVC jo., n
14 STANDARD MULLION(FINGER JOINT PINE SG>=0.42) WOOD
LL
15 MULLION BASE KIT PC/ASA ~
16 STANDARD MULLION PVC N ~
17 "FAT"MULLION PVC ���i���y..•*PROF
18 TWO-PIECE"FAT"MULLION PVC
19 1X MULLION WOOD
20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM co z
o� 3� __ uz
21 PVC ASTRAGAL BY TRINITY PVC o Inv
I to
22 ASTRAGAL STRIKE @ HEAD STEEL DW6#:
23 ASTRAGAL STRIKE @ SILL STEEL FL-20867.1
SHEET:29OF 29