HomeMy WebLinkAboutProduct Approval 01/09/2018-12:07pm Inteml VAProjects\_Master Plan Sheet Store\Windows-DoorsShutters1400 Wind Charts\ Reference12017 Windload Charts References12017_b FBC WIND CHART.dwg
6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY= 170 MPH MRH <_ 60'
'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDINGEXPOSURE 'C'
BASED ON Kd=0.85
ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT .,
INTERIOR ZONE�4 PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW)
4 INSTRUCTIONS FOR TABLE USE:
Mean DESIGN PRESSURES PSF -ZONE 4 Mean DESIGN PRESSURES PSF -ZO E 5 1. IDENTIFY THE ZONE OF THE OPENING A OR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE
2 Roof Tributary Area(S , xry Area(Sq Ft) 3 URE BELOW LEFT OR INFOR 0 Iq PfC01gDED T OUi:i OTHERS.
W(Of Tribute
1.1. ANY QUESTIONABL PE T'O GONSID RED THE MORE CRITICAL(EXTERIOR)ZONE
Height 10 20 30 4 5 % ht 10 20 30 40 50 S. /
fit./IDENTIFY THE BUILDING M�RAG,_ _ T FROM THE LOWEST GROUND ELEVATION.IF
41.0 -39.3 -38.3 37. CH / -50.6 47.2 -45.2, -43.8 -42.7 7HE MEAN ROOF HEIGHT CANNUT}BEeI N {FI�D lJ-E'�TR PEAK(HIGHEST)ROOF HEIGHT.
0-15 ft 15 ft 2.1. ALWAYS ROUND UP ROT�F FjEIGF SjTO NEXTj(d$LE VALUE.
+37.8 +36.1 +35.1 +34. \ +37.8 +36.1 +35.1 +34.4 +33.8 2 VALID FOR ALL ROO S,tLO ES�FORiSLrOPESSelQ°�EE AN ENGINEER FOR REDUCTIONS.
-42.6 -40.8 -39.8 -39.1 X38 52.6 -49.0 -47.0 -45.5 -44.4 3. CALCULATE THE TRIBUTAR� REAS E OPE tNC IIJrQU �TION AS THE GREATER OF(HEIGHT
18 ft 18 ft 9TH)OR THE SPAN LENGTH(HEIGI�T)SAN FEG IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3).
+39.3 +37.5 +36.5 - +35.2 +39.3 +37.5 +36.5 +35.7 +35.2 1 3.1. USE THE AREA BETWEEN STRUCTURA OPENINGS ONLY-THIS INCLUDS AREAS BETWEEN
STRUCTURAL MULLS,COLUMNS,ETC.
20 ft -43.6 -41.7 -40.7 -39.9 -39.4 20 ft -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST
+40.2 +38.3 +37.3 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 (10 SQUARE FEET)SHALL BE USED.
3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER
-45.7 43.8 -42.6 9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE.
4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY
25 ft +42.1 +40.2 +39.1 +38.3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 I ACCORDANCE WITH CODE.
S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF
47.4 -45.5 -44.3 -43.5 -42.9 -58.6 -54.6 -S2.3 -50.7 -49,4 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE.
30 ft +43.7 +41.8 +40.6 +39.8 +39.2 30 ft +43.7 +41.8 +40.6 '8 39.2 GENERAL NOTES:
49.0 47.0 45.8 44.9 44.3 60.5 -S6.4 -54.0 523 -3e 1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10
35 ft 35 ft LOTION 2.4.1 AND CHARTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN.
+45.2 +43.1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 +4T1s IMON 2.DSIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED.
WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS.
-50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 --3.$1 2.5 X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS
40 ft +46.5 +44.4 +43.1 +42.3 +41.6 40 ft +46.5 +44.4 +43.1 42. ``_ 1.6 THAN THE RATED LIMITING WIND VELOCITY ABOVE.
TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA.
-51.7 -49.5 -48.3 -47.4 -46.7 -63.8 -59.5 -57.0 -55.2 �3. IS 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.
45 ft +47.6 +45.5 +44.2 +43.3 +42.6 45 ft +47.6 +45.5 +44.2 +43.3 +42.6 S.VERHHVHZ USE
VEL(DIRECTIONALITY
cm H RR CANE FACTOR)WITH LOCAL BUILDING DEPARTMENT.
6.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY.
soft 50 ft-52.8 -50.6 -49.3 -48.4 -47.7 -65.2 -60.8 -58.3 -56.4 -55.0 7,THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT.
+48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED
OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS.
55 ft -53.9 51.7 -50.3 -49.4 48.7 55 ft 66.5 -62.1 -59.4 57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES TABLESAND CORR SPOND NG WIND VE OACITY,EXPOSURE,&OTHER CO FBLE DESIGN WIND PRESSURES FIIC ENTS LISTED AS LISTED.ERREIN HALL BE
APPLICATION OF THESE
+49.7 +47.4 1 +46.1 1 +45.2 +44.5 +49.7 +47.4 +46.1 +4S.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR
-54.9 -52.6 51.3 50. 9.6 67.8 63.2 -60.5 -58.6 -57.2 APPLICABILITY OF THE USE OF THESE TABLES IS�OFrEIC- -HEREIN.
10. THIS SPECIFICATION DOES NOTpC E -AMIPRQDU�P,P_ VED CERTIFICATION. REFER TO ANY SEPARATELY
60 ft +50.6 +48.3 +47.0 +46. 4: t +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND OTHE}R[APPR9V LS`F--1 ESIGNf NSTALLATION INFORMATION AND APPLICABILITY
OF THESE TABLE VALUES WHICH IS )jBt-VIEFd VR__ WITH GOVERNING CODS.
� 11. ADHERE TO ALL LOCAL IMPACT R 0 E{ 12t5-Nf(
12. NO CERTIFICATION IS OFFERED O E7t�EGRTTY Fes; E H ST STRUCC�EE
13. EXCEPT AS EXPRESSLY PROWD �IrI kNb DDITI N C TI FICATIO &ARE INTE DED.
INTERIOR ZONER, EXTERIOR'rOTN=?.� 3 `H MGHT EXPLAINED LEA DIMENSIONTAL m M 2 m O R O O m E m Ul
m o d
a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF-A&W-ROOF 4IF
EAK ROOF -z q z C: (nA Z-4 ry �-Z NOV
HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN HEIGHT 5 5 �,�mp.�v��O m�I==-rn 1 w m fT1 x Q 0 0��
HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT Aa( *'fbi°T1>D D c w N-
CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPMEAN \ I z m .�iy'ST. Lucie Coun+�, Permitting
REQUIRED. ROOF 5 ® 12 Gf fn 3 N'G1 O 2 - hfl, `Yi 9
MEANVE HEIGHT �� -4 z m> + ea a ROOFOF [ L .. D r_HEIGHT HT 1IYtl�lgfl C M w M5 9)z,22-,Z pq ocz (n
�'a PLAN VIEW G>z�m(0y(Apm m � p 0 DCOMPLEX om Inmmi�zm� _ trt'n z r
ELEVATION �,� SOMETRIC CORNERS 5 O A>p vFA v �, -1 v
W .f
D O SINE SSUES GSsNTSBD 0305H2 6TH EDITION FLORIDA BUILDING CODE ENGINEERING- ' m
r 3 = REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 ^I O !, o o z
M z REV 2014 FBC DGM TSB 06!10!15 L EXPRESS® o. z 1 \
O UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10,CHAPTER 30 CORPOa TEOMCE: z ''"' m
Imo+ m DESIGN LOADS FOR COMPONENTS&CLADDING 16o SW 12th AvervuE, SUITE'106, $Ivy z
DEERFIELD BEACH FL 33442
to I O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 p
^p AND SHALL NOT BE REPRODUCED M WHOLE OR PART WITHOUT 7 i CERT OF AUTH#9885WRrr ,a O
o µ a ADDITINCOROTHERNSENT OF ENGINEERINOTHISDOCG EXPRESS.ALTERATIONS, ASCE / 1O E:HELLO@ENGINEERINGE(PRESS.COM (�- m I-� 0
F4
LA.) m PERMITTED AND INVALID OUR GS TCFRTIfl DOCUMENT ARE NOT yA,i py.� m
'
® ENGIN EERINGEXPRESS.COM W
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BCIS Home ! Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff 1BCIS Site Map ! Links i SearchY''
dbaw
a i�Product Approval _�
USER:Public User RECEIVED
Product Approval Menu>Product or Application Search>Application List>Application Detail NO V c� 0 2018
° FL# FL20867-R1 �V V e7
u � ST. Lucie County Permitting
Application Type Affirmation '
Code Version 2017
z , ,l, Application Status Approved
C I r
, Comments
L
a
Archived
. E.
Product Manufacturer Trinity Glass International-
Address/Phone/Email 33615 1st Way S
� Federal Way,WA 98003
k _ (253) 875-7300
andrewn@trinityglass.com
Authorized Signature Andrew Na
> ` andrewn@trinityglass.com
3
re
e` •° Technical Representative
Address/Phone/Email
mb Quality Assurance Representative
� x
`- Address/Phone/Email
Category 9 ry Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
4 �
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
.x 1 Quality Assurance Entity
x Quality Assurance Contract Expiration Date 12/31/2018
Validated By Locke Bowden
Validation Checklist- Hardcopy Received
Certificate of Independence FL20867 R1 COI COI Trinity SS 2016-08-26.pdf
E"S
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E283
2004
ASTM E330 2002
ASTM E331 2000
TAS 201 1994
"A TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
f
Certified By
F
Sections from the Code
t
DI 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.
r,.
Documentation from approved Evaluation or Validation Entity
OYes ONo ON/A
FL20867 R1 COG SA20867 SS 2017-10-09. df
a��" R—
Product Approval Method Method 1 Option D
a
Date Submitted 10/10/2017
Date Validated 10/10/2017
Date Pending FBC Approval
Date Approved 10/15/2017
� 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 R1 II FL-20867.1 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
W k Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, FL-20867.1,and FL20867 R1 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.
a �
20867.2 b. Fiberglass Door 6-8 Opaque"Impact"Fiberglass Door- Outswing
x ` Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R3 II FL-20867.2 SS 2016-08-26.pd
x Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant:Yes Created by Independent Third Party: Yes
14
Desi Pressure: N/A Evaluation Reports
" Other: See Installation Instructions, FL-20867.2,and FL20867 R1 AE PER4419 SS 2016-08-06, ddf
F Evaluation Report, PER4419,for design pressures,sizes, Created by Independent Third Party: Yes
* � configurations, installation requirements,and limits of use.
f ��
20867.3 c. Fiberglass Door 6-8 Glazed "Non-Impact" Fiberglass Door-Inswing/Outswing
r 1 Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R1 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
Design Pressure: N/A Evaluation Reports
x as Other: See Installation Instructions, FL-20867.3, and FL20867 RI AE PER4420 SS 2016-08-06.pddf
N7 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
g Approved for use in HVHZ:Yes FL20867 SII FL-20867.4 SS 2016-10-18.12df
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
} ks
Other: See Installation Instructions, FL-20867.4, and FL20867 Ri AE PER4421 SS 2016-08-06.2df
Evaluation Report, PER4421,for design pressures,sizes, Created by Independent Third Party: Yes
sr 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 R1 II FL-20867.5 SS 2016-10-18.1df
s f Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
rt Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions, FL-20867.5, and FL20867 RI AE PER4422 SS 2016-08-06,pdf
` Evaluation Report, PER4422 for design pressures,sizes Created by Independent Third Party: Yes
configurations, installation requirements, and limits of use.
7 s r 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 RI II FL-20867.6 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-20867.6, and FL20867 R1 AE PER4423 SS 2016-08-06.pdf
Evaluation Report, PER4423,for design pressures,sizes, Created by Independent Third Party: Yes
configurations, installation requirements,and limits of use.
"!R73
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
f,r3 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
JP
- 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
;.Q KK, 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 berg_
Product Approval Accepts:
r rtr3dw; i? ® sChezk M
41
Credit Card
°' Safe
BUILDING DROPS 398 E. Dania Beach Blvd.
Suite 338
A Perfect Solution in Every Drop! Dania Beach,FL
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
To the best of my knowledge, all referenced & included test standards, methods of installation,
details, and performance ratings have been found to comply with the 6th Edition of the Florida
Building Code.
This product is manufactured under a quality assurance program currently approved by the
Florida Building Commission.
Please note that I do not have,nor will I acquire,a financial interest in any company manufacturing
or distributing the.product(s)for which the reports are being issued. '
I also do not have,nor will I acquire,any financial interest with the Laboratory that performed the
test(s),or with the Engineer witnessing the test(s)and sealing the test report(s).
Respectfully submitted,
011111111111
i
S F.
'rte•• �-� . O
7
� -)3 TT � Z
��♦� Digitally signed by Hermes F.Norero,P.E.
��� �`S,•'•••...••••' G� `�� Reason:I am approving this document
O/ONAL NE� ���
Hermes F. Date:2017.10.09 16:47:00-04'00'
' orP E``
Florida Registered Professional Engineer#73778
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
BUILDING DROPS 398 E. Dania Beach.Blvd
Suite 338
A Perfect solution in Every Drop Dania Beach,FL 33004
Certificate of A,utborWition:2957£ 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
August 17,2016
TO: Whom It May Concern
FROM: Hermes F. Norero, P.E.
Registered Florida Professional Engineer#73778
PRODUCT
NAME: Fiberglass Door
Applicant: Trinity Glass International
336251st Way 5
Federal Way,WA 98003
Dear Sir(Madam),
Please note that I do not have, nor will I acquire, a financial interest in any company
manufacturing or distributing the product(s) for which the reports are being issued.
I also do not have, nor will I acquire,any financial interest with the Laboratory that
performed the test(s),or with the Engineer witnessing the test(s) and sealing the test
report(s).
Respectfully submitted,
,��tillllll�i�fr
F NO
'7
_ * r
"o T,�IT "
q�
��Q,t �'•. DP.•` 4u�. Digitally signed by Hermes F.Norero,P.E.
j��i�S'b''''••• �```�� Reason:I am approving this document
Herme6YFi � Date:2016.08.26 14:29:07-04'00'
Florida Regis ere Professional Engineer#73778
Page 1 of 1
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
- Dania Beach, FL
A Perfect Solution in Every Drop! 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX .
contact@buildingdrops.com
September 26,2017
TO: Whom It May Concern
i
FROM: Hermes F.Norero,P.E.
Registered Florida Professional Engineer#73778
MANUFACTURER: Trinity Glass International
33615 1st Way S
Federal Way,WA 98003
FLORIDA PRODUCT
APPROVAL M FL20867
PRODUCT CATEGORY: Exterior Doors
SUBCATEGORY: Swinging Exterior Door Assemblies
SUBJECT: Product Conformance to the 61h Edition (2017)Florida Building Code
Dear Sir(Madam),
I have reviewed the referenced Florida Product Approval and associated documents and found all
drawings, reports, referenced test standards, and associated ancillary tests as noted. in the
currently approved documents listed below to be in compliance with the 6th Edition of the Florida
Building Code.
It has been concluded that no revisions or changes to the referenced standards and standard
years has occurred between Chapter 35 of the 5th Edition and Chapter 35 of the 6th Edition of the
Florida Building Code.Therefore,all test standards listed below are valid for the 6th Edition of the
Florida Building Code:
INSTALLATION EVAL. QUALITY
SECTION INSTRUCTIONS REPORT ASSURANCE QUA.EXP. TEST STDS.
NUMBER AGENCY
TAS 201-94
National TAS 202-94
Accreditation TAS 203-94
20867.1 FL-20867.1 PER 4418 and 12/31/2018 ASTM 283-04
Management ASTM E330-02
Institute ASTM E331-00
AAMA 1304-02
Hermes F. Norero, P.E.
Florida No.73778
Page 1 of 3
398 E.Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every.Drop! Dania Beach, FL
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
INSTALLATION EVAL. QUALITY
SECTION INSTRUCTIONS REPORT ASSURANCE QUA. EXP. TEST STDS.
NUMBER AGENCY
TAS 201-94
National TAS 202-94
Accreditation TAS 203-94
20867.2 FL-20867.2 PER 4419 and 12/31/2018 ASTM 283-04
Management ASTM E330-02
Institute ASTM E331-00
AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.3 FL-20867.3 PER 4420 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.4 FL-20867.4 PER 4421 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.5 FL-20867.5 PER 4422 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
National TAS 202-94
Accreditation ASTM 283-04
20867.6 FL-20867.6 PER 4423 and 12/31/2018 ASTM E330-02
Management ASTM E331-00
Institute AAMA 1304-02
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 3
aDTRINITY GLASS
INTERNATIONAL
Trinity Glass International TRINLTYGUSSINTERNATLONAL
INSTALLATION NOTES: 33651st WAY S
FEDERAL WAY.WA 98003
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR GLAZED FIBERGLASS DOOR FH:(253)875-7300
LOCATION SHOWN.
O�Z� ++ m
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE p 5 M Y
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT a F U
INSTALLATION OF THE MAXIMUM SIZE LISTED. 1 Y\I-I MPA C T INSWING/O U TS WI NG �'C'O W- ~y 1 a o n
� Fgym
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCEof�' O V)m
wZ Z 6=LL
m
OF t1/2 INCH(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES:
ANCHOR TO THE NEXT. w,Z� W T m w m
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND• tJ W m z Q m e
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA TABLE OF CONTENTS W a p z H a
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN SHEET# DESCRIPTION O Z C7 H a Z m
INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. EVALUATED ACCORDING TO THE FOLLOWING: w O a m w Q
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR • TAS 202-94 1 General notes Z a
BETTER. H o a rn ai
• ASTM E283-04 2 Typical elevations,design pressures ~ m
• ASTM E330-02 yp evaons, gn
5. THROUGH FRAME:FOR INSTALLATION INTO 2X WOOD FRAMING USE • ASTM E331-00 3 Typical elevations,design pressures LLJ
F
MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 AAMA 1304-02
1/2'MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.MINIMUM EDGE 4 Typical elevations,design pressures Q
DISTANCE OF 3/4'SHALL BE MAINTAINED. 2. ADEQUACY OF THE EXISTING STRUCTURAL 5 Typical elevations,design pressures
SONRY AND 2X FRAMING AS A MAIN WIND
6. THROUGH FRAME:FOR INSTALLATION INTO CONCRETElMASONRY, FORCE RESE/STING SYSTEM CAPABLE OF WITHSTANDING AND 6 Door panel construction details
USE 1/4'ITW TAPCONS OR 1/4'ELCO ULTRACONS OR 3/16'ITW TRANSFERRING APPLIED PRODUCT LOADS TO THE 7 Sidelite panel construction details v I
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4°MINIMUM FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR �7
EMBEDMENT INTO CONCRETEIMASONRY. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 8 Horizontal cross sections Z
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 3. 1 X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 9 Horizontal cross sections O
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 10 Horizontal cross sections H p
VENEER,AND SIDING. STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 11 Vertical cross sections I (—
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF H ri
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE RECORD FOR THE PROJECT OF INSTALLATION. 12 Vertical cross sections >
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A ki
CORROSION RESISTANT COATING. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 13 Vertical&Horizontal cross sections V-t LU
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC14 Horizontal cross sections ix 40
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 15 1 Buck anchoring
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 16 Frame anchorin
JOINT INTO FACE SHELL OF BLOCK. DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ g
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE AREAS. 17 Buck anchoring18 Frame anchorin Z
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR g
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH THIS PRODUCT. 19 Frame anchoring
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY `�� O
THE ANCHOR MANUFACTURER. 6. FRAME&MULLION MATERIAL:PVC OR WOOD 20 Frame anchoring �� !��.••'i /meq r¢✓o
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE 7. CLADDING MATERIAL:FIBERGLASS 21 Frame anchoring ,t• � ry
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING 22 Buck anchoring guz
PROPERTIES: Li
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 23 Frame anchoring (n
B.CONCRETE-MINIMUM 3000 PSI COMPRESSIVE STRENGTH '• ~ y.�n s
C.HOLLOW/GROUT FILLED CMU-STRENGTH CONFORMANCE TO 24 Buck anchoring ��L •'•., ,.•' ���
ASTM C90,MIN.F'm=2000 PSI. 25 Frame anchoring
26 Components
27 Components m m z �m
28 Bill of materials Q z 14 D- Q~
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DWG#:
Digitally signed by Hermes F.Norero,P.E. FL-20867.5
Reason:I am approving this document
Date:2016.10.1609:28:13-04'00' SHEET: 1 OF 28
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6 SHEET: 6 OF 28
FIBERGLASS SKIN G1 LVL STILE TRINITY GLASS
EXTERIOR INTERNATIONAL
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1.56" TRINITY GLASS INTERNA170MAL
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FOAM CORE:POLYURETHANE SHEET: 7 OF 28
1-1/4"MIN 1-1/4"MIN
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NOTE: FL-20867.5
1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 6 EQUALLY SPACED SCREWS FROM THE END SCREWS(TOTAL 8 SCREWS). SHEET: 8 OF 28
INTERIOR INTERIOR TRINITY GLASS
QD INTERNATIONAL
9S,
TRINITY GLASS INTERNATIONAL
33681ST WAY 5
RAL WAY,WA
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DWG#:
NOTE: FL-20867.55
1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 6 EQUALLY SPACED SCREWS FROM THE END SCREWS(TOTAL 8 SCREWS). SHEET: 9 OF 2 8
TRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
33651ST WAY S
FEDERAL WAY,WA 98003
PH:(253)875-7300
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Outswing shown-Inswing also approved
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NOTE: FL-20867.5
1.SIDELITE SCREWS LOCATED 6"FROM EACH END OF SIDE JAMB AND 6 EQUALLY SPACED SCREWS FROM THE END SCREWS(TOTAL 8 SCREWS). SHEET:10 OF 28
TRINITY GLASS
INTERNATIONAL
D
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TRINITYGLASS INTERNATIONAL
'°• ° 133691ST WAYS
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OUTSWING SILL INSWING SILL FL-20867.5
SHEET:11 OF 2 Q
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K K INTERNATIONAL
1-1/4"MIN.
1-1/4 MIN33651S
EMB(TYP.) TRINITY GLASS INTER WWA 98003
NATIONAL
. '..�' •°.°.' .° °° EMB(TYP.) 4 v a V a° ' v �° .v FEDERAL WAY
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SHOWN W/2X WOOD BUCK
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NOTE: FL-20867.5
1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT 3"FROM EACH END AND ON CENTER LINE. SHEET.9 2 OF 2 8
1-1/4"MINC C 1-1/4"MIN up
TRINITY GLASS
EMB(TYP) EMB(TYP) INTERNATIONAL
1 1A
SHEET ROCK � i�:SHEET ROCK
TRINITY&LASSINTERNATIONAL
FURRING FURRING 3365 FEDERAL WAY'WA 98003
D D PH:(253)675-7300
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VERTICAL CROSS SECTION of side jamb and 6 equally spaced screws VERTICAL CROSS SECTION o o �_ Z
(total 8 screws). 3 Direct to masonry(5-1/4"min jamb) DWG#:
13 Direct to masonry(5-1/4"min jamb) 2. Sidelite screws thru header and sill locatedFL-20867.5
Outswing shown-Inswing also approved
Outswing shown-Inswing also approved at 3"from each end and on center line.
SHEET:13 OF 28
1-1/4"MIN
EMB.(TYP) D TRINITY GLASS
n INTERNATIONAL
° TRINITY GLASS INTERNATIONAL
H 8, p• 0 FED33651ST WAY S
ERAL WAY.WA 98003
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Outswing shown-Inswing also approved
SHEET. 4 OF 28
DTRINITY GLASS
INTERNATIONAL
4"
°a TRINITY GLASS INTERNATIONAL
33651ST WAY 5
4• FEDERAL WAY,WA 98003
1 PH.(253)875-730D
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CONCRETE ANCHOR NOTES: g,:
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 t
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. ^a o;
2.Concrete anchor table: LL rT
~ h
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO BUCK ANCHORING
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ��'.,••
ITTAPCON®BUILDEX 1/4" 1-1/4" 2" 4.. ,,��d�y'•• •FROG`�y�
ULTELCO
RA ON® 1/4" 1-1/4" 4" *
m
BUILDE
m Z LU
TAPCON®X 3/16" 1-1/4" 3" 1-1/2" a^ 3 In _= u Z
WOOD SCREW INSTALLATION NOTES: o U a
DWG#:
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent FL-20867.5
splitting of wood. p
SHEET:15 OF 20
DTRINITY GLASS
INTERNATIONAL
F F
6 6 SEE HINGE a n s^(TYP.)
DETAIL 1 TRINITY GLASS INTERNATIONAL
G 2X BUCK G 2X BUCK ° a. 33691ST WAY
FT• N ERAL WAY,WA 9
1X BUCK • N 1X BUCK �- DE DH:(253)875- 008003
P DIRECT TO • P DIRECT TO 6"
MASONRY MASONRY — a 5 M a
E E °; H 2X BUCK } n N>0
° L 1X BUCK m
HINGE DETAIL 1 HINGE DETAIL 2 D DIRECT TO m z W 2 o X'J
26"MAX — 20 gi
MASONRY — O z vm a
O.C.(TYP.) TYP.HEAD I ¢a "z m z N m
1X/2X BUCK 14"MAX. a a a z
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SEE HINGE MASONRY H
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STRIKE PLATE DETAIL —
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D TYP.SILL
CONCRETE ANCHOR NOTES: — — Z
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ° i `�`c�QO
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. O
HINGE JAMB °a ° ° ;' a+:
2.Concrete anchor table: LC
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO FRAME ANCHORING STRIKE JAMB N
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR Masonry construction ��••.,•• �'��'
ITW BUILDEX
TAPCONO 1/4" 1-1/4" 2" 4" '", y••'
ULTELCORA ON® 1/4" 1-1/4" 1" 4" '�• * ��`
o j
TAPCON®X 3/16" 1-1/4" 3" 1-1/2" a°; z co LL
WOOD SCREW INSTALLATION NOTES: O o in :C WG
DWG#:
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent FL-20867.5
splitting of wood.
SHEET:1L OF 2Q
A4" o 4
4"y n 4"y 1r
4" TRINITY GLASS
INTERNATIONAL
4" 4„
TYP.HEAD TRINITY GLASS INTERNATIONAL
4'. 4• 0 33651STWAYS
&JAMBS TYP.HEAD FEDERAL WAY,WA 98D03
A n'
&JAMBS PK(253)875-7300
o �m
O 5 �
NFO- C7 ZOmO n
Q N>
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1X/2X BUCK—, 1X12 BUCK a Qj m
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FOR REF.ONLY a
m
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CONCRETE ANCHOR NOTES: 0 11*
r:
1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be 0•, � o`�_�
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors may be LC I F ah
required to ensure the"MAX ON CENTER"dimensions are not exceeded. F WS
2.Concrete anchor table: ���•.
AR AOR EMBEDMENT TOMASONRYEDGE ADJUSTMIN.CLEARANCE MIN ENT NCE TO
TYPESIZE TANCHOR '�i��`�Iy•••*P�yO``�
ITW BUILDEX
TAPCON® 1/4" 1-1/4" 2" 4" •O m a
ELCOv In mz
ULTRACONO 1/4" 1-1/4" 1" 4" o 0 3-' x u z
"TAPCON° 3/16" 1-1/4" 3" 1-1/2"
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. SHEET:17 OF 28
FD TRINITY GLASS
B F
6 SEE HINGE ° ° 3 4 _ 3 INTERNATIONAL
G 2X BUCK DETAIL 1
N 1X BUCK G 2X BUCK A
N 1X BUCK j I I j (�' TRINIT'6LA55INTERNATIONAL
P DIRECT TO 33851ST WAYS
MASONRY P DIRECT TO FEDERAL WAY,WA98CO3
E MASONRY a'• H 2X BUCK PH:(253)875-7300
E
L 1X BUCK $ M
HINGE DETAIL 1 HINGE DETAIL 2 D DIRECT TO ¢ z a o
26"MAX. MASONRY o m
m
O.C.(TYP.) TYP.HEAD
1X/2X BUCK 14
z SE¢= i
G ZX &JAMBS "MAX.
74 O.C.(TYP.) a z a o m
LN" LU m Zaco m
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Z W ao m
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Head to mullion attachment 12.88" m
1
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— —
G 2X SEE HINGE MASONRY Q
DETAIL 2 OPENING z
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STRIKE PLATE DETAIL
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Sill to mullion attachment LL
s^ Ci
B�B } z
CONCRETE ANCHOR NOTES: HINGE JAMB °d`� a ° STRIKE MULLION .�� O
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 FRAMEANCHORING ,� d
required to ensure the"MAX ON CENTER"dimensions are not exceeded. Masonry construction In
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO
TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR ij��,y •*pFtO,`�.
ITW BUILDEX
TAPCON® 1/4" 1-1/4" 2" 4"
m z Lu
ELCOULTRACON® 1/4" 1-1/4" 1" 4" < z-3 Y 2 z
ITW BUILDEX o 1,0 u
TAPCON® 3/16" 1-1/4" 3" 1-1/2"
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. 5HEET:18 OF 28
6"
TRINITY GLASS
F F SEE HINGE a ° 3"4 INTERNATIONAL
DETAIL 1
G 2X BUCK G 2X BUCK
N 1X BUCK N 1X BUCK 6" TRINITY GLASS INTERNATIONAL
• • 40
33651ST WAY 5
P DIRECT TO P DIRECT TO ° FEDERAL WAY,WA 98003
• MASONRY MASONRY Q•. PH:(253)875-7300
E E H 2X BUCK m
L 1X BUCK o 5 m 4
1 D DIRECT TO IJ V
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O.C.(TYP.) TYP -Z
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&JAMBS O.C.(TYP.) a Z a m a
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CONCRETE ANCHOR NOTES: HINGE JAMB STRIKE MULLION `�0..............
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O '�
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be FRAME ANCHORING LC r
required to ensure the"MAX ON CENTER"dimensions are not exceeded. Masonry construction n) �V
2.Concrete anchor table: ��y�•,
ACLEARANCE To
NCHOR
ANCHOR
EMBEDMENT TCLEARANCEMIN
ADJUSTMENTANCHOR ''���/'y•••*PROF``r'S
E!
TAPCON®x 1/4" 1-1/4" 2" 4" 'O m >ELCO (D
ULTRA ON® 1/4" 1-1/4" 1" 4" a o 3 u= N z
ITAPCON® 3/16" 1-1/4" 3" 1-1/2"
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET:19 OF 2 H
up
TRINITY GLASS
F F SEE HINGE a d 4" INTERNATIONAL
IS 15 DETAIL 1 3° 3"
G IS ° A
• .c. I I I I } 1 I 6" TRINITY GLASS INTERNATIONAL
• 33651ST WAY 5
• � FEDERAL WAY,WA 90003
E E d; ° ' H 2X BUCK Ot PH:(253)875-73DD
L 1X BUCK o° m
HINGE DETAIL 2 D DIRECT To Q z N o o s
HINGE DETAIL 1 26"MAX — MASONRY — o z m
O.C.(TYP.) uo z O fL m
021
G 1X/2X BUCK TYP.HEAD 14"MAX. ...,5 z 0
2X &JAMBS O.C.(TYP.) o z a o uS 65
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DOOR FRAME _ _ -c� g a a z Q
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Head to mullion attachment 12.88" m
14 — _ �
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7 2X DETAIL 2 MASONRY
OPENING lH p
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J U
d W W
STRIKE PLATE DETAIL
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Sill to mullion attachment 1 i i 1 1 1 i s^ o
B B } z
HINGE MULLION °. }_}
CONCRETE ANCHOR NOTES: °d STRIKE MULLION .��� O
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O ='
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be FRAMEANCHORING LL: c
required to ensure the"MAX ON CENTER"dimensions are not exceeded. Masonry construction N �
2.Concrete anchor table:
ANTMpER SIZE
EMBEDMENT TIOMASONRYNEDGE ADJUSTMENT ANCHOR •*PRO`CE MIN CLEARANCE TO4
ITW BUILDEX
TAPCOND 1/4" 1-1/4" 2" 4" m m zELCO J
ULTRA ON® 1/4" 1-1/4" 1" 4" a fln
3-' 1: w z
ABUILDEX "
DWG#:TAPCON " - /4" 3"
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min.5/8"edge distance,&V o.c.spacing of wood screws to prevent splitting of wood. SHEET:20 OF 2 S
F DTRINITY GLASS
F SEE HINGE ° ° a G 4' a INTERNATIONAL
6 6 DETAIL 1 ° 3" 3"
G G
• �c. I I I I j 6" TRINITY GLASS INTERNATIONAL
• 336515T WAY 5
• FEDERAL WAY,WA 98003
E E a ° H 2X BUCK PH:(253)675-7300
olo
1 L 1X BUCK °o 5
HINGE DETAIL 2 D DIRECT TO c P z N o 0
HINGE DETAIL 1 2s^MAX — °°
MASONRY _ o o M
O.C.(TYP.)
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1X/2X BUCK TYP.HEAD 14"MAX. u 5z a
&JAMBS O.C.(TYP.) c a a w
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DOOR FRAME _ _ o o zQ
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STRIKE PLATE DETAIL Li
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6.
IL O
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CONCRETE ANCHOR NOTES: HINGE MULLION as ° 'STRIKE MULLION JO ,
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be O do
adjusted to maintain min,edge distance to mortar joints. Additional concrete anchors may be FRAMEANCHORING
required to ensure the"MAX ON CENTER"dimensions are not exceeded. Masonry constructionun
2.Concrete anchor table: ��y .•
ANCE TO
NCHOR A S ZEOR EMBEDMENT T)O MASONRYCLEARANCE
EDGE ADJUSTMENT ANCHOR 7y•••*PFtOQ`%
ITW BUILDEX
TAPCON® 1/4" 1-1/4" 2" 4" •° m m z
ELCOLL
ULTRACON® 1/4" 1-1/4" 1" 4" ¢0 3--, x 110 u Q z
BuLETAPCON®X 3/16" 1-1/4" 3" 1-1/2" DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min:5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET:21 OF 28
7' 4" TRINITY GLASS
aD INTERNATIONAL
4-1
TRINITY GLASS INTERNATIONAL
TYP.HEAD3365157 WAYS
FEDERAL WAY.WA 98003
&JAMBS PH:(253)875-7300
o 11m
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ocu = Oma
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15.13"MAX. "Z m , 0 a z m
O.C.(TYP.) FW'Z a m w a
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CONCRETE ANCHOR NOTES: O° ° ,y� &
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be `p. ' g,
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. C
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO
TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR ��i�y••• pRO�.
IT BUILDEx 1/4" 1-1/4" 2" 4"
m
ELCO ® 1/4" 1-1/4" 1" 4" Z "= u z
ULTRACON a^ 3-i =
lu In
TAPCON®BUILDEx 3/16" 1-1/4" 3" 1-1/2" o p
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min.5/8"edge distance,&1"D.C.spacing of wood screws to prevent splitting of wood. SHEEP.22 OF 28
F r
6 L OP
TRINITY GLASS
SEE HINGE a ° INTERNATIONAL
G 1X/2X
2X BUCK ° a Iii 6"(TYP.)
P DIRECT TO DETAIL 1
'
MASONRY 3'
• I TRINITY GLASS INTERNATIONAL
6" 3369 IST WAY 5
E a A A FEDERAL WAY,WA 90003
° H 2X BUCK PH:(253)875-7300
HINGE DETAIL 1 a L 1X BUCK °o z
F I D DIRECT TO a Z Zoo
26"MAX. — MASONRY o '� a
6 �z = ami
O.C.(TYP.) � w z =� LL
G 1X/2X BUCK 1X/2X BUCK TYP.HEAD ASTRAGAL SHOWN 14"MAX. ==.,5 Z
&JAMBS O.C.(TYP.) a a w
P DIRECT TO FOR REF ONLY N ju
m
Z' m m
MASONRY DOORFRAME o '0Z ed.
V 1y w Q H
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12.88" m
SEE HINGE Z
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STRIKE PLATE DETAIL
CONCRETE ANCHOR NOTES: HINGE JAMB a., FRAME ANCHORING ASTRAGAL ��.�`��O ' a��,y�'a�
Masonry construction �; a
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be o. � a
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be DIRECT TO -
required to ensure the"MAX ON CENTER"dimensions are not exceeded. MASONRY R N
G 22 R
2.Concrete anchor table: 1X/2X BUCK
ANCHOR
ANCHOR SIEEMBEDMENT IIN.CLEARANCE MIN CLEARANCE TO
O MASONRY EDGE ADJUSTMENT ANCHOR
ITW BUILDEX
TAPCONG 1/4" 1-1/4" 2" 4" o T
ELCO n n u co CO_� ¢F
ULTRACONG 1/4 1-1/4" 1 4 o a,� 3-' _
ITW BUILDEX V Z
TAPCONG 3/16" 1-1/4" 3" 1-112" o a c3 w
DWG#:
WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEW B-B FL-20867.5
Astragal Strike @ Head Astragal Strike @ Sill SHEET-230F28 3 OF 2 8
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood.
e °. ';a 7" 7" y 4.. TRINITY GLASS
v 3" 3" �D INTERNATIONAL
4"
TRINITY GLASS INTERNATIONAL
33651ST WAY S
FEDERAL WAY,WA 98003
D PH:(253)875-7300
a
TYP.HEAD0 Z m
&JAMBS $5 M
tJO� K F-1 JM w
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CONCRETE ANCHOR NOTES: A O
......
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 may be dsa
required to ensure the"MAX ON CENTER"dimensions are not exceeded. (`
2.Concrete anchor table:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR �i��iy• PROF� k!
ITW BUILDEX * 0�, E
TAPCONG 1/4" 1-1/4" 2" 4"ELCO fla
ca aULTRACONG 1/4" 1-1/4" 1" 4" 3 j _LL u z
3/16" 1-1/4" 3" 1-1/2 I u)
TAPCON
DWG#:
WOOD SCREW INSTALLATION NOTES: FL-20867.5
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood. SHEET:24 OF 28
F 6 7" ICE upTRINITY GLASS
G SEE HINGE a ° 3.. �3 INTERNATIONAL
DETAIL 1 0 7
3"
A
• I I I I l I ITRINITY NA
GLASS INTERTIONAL
E _ A A _ e° 3365 IST WAY 5
FEDERAL WAY,WA 99003
PH:(253)875-7300
H 2X BUCK
HINGE DETAIL 1 °o
L 1X BUCK
F D DIRECT TO ¢g ,Z,>m
6 O.C. P.) MASONRY _ — f _ mm
G 1X/2X BUCK TYP.HEAD ASTRAGAL SHOWN 14"MAX. m 5 i"
a=
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DOOR FRAME _ _ � g , o z e
19 t+ lL J¢H
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8 1 �
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CONCRETE ANCHOR NOTES: HINGE JAMB FRAMEANCHORING ASTRAGAL �O`��`O :.. �����'�
�� ., ..., 'yi ,
1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be Masonry construction O r .6-�Ww
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be DIRECT TO u :
required to ensure the"MAX ON CENTER"dimensions are not exceeded. MASONRY R 23 ~�J
1X/2X BUCK G 22 R
2.Concrete anchor table: �y :•�3
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN CLEARANCE TO ���dJ�•••• F •�
TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR �/Z� it PR���`^'
ITTAPCON®X 1/4" 1-1/4" 2" 4" 1o .� m a iu
m Z
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TAPCON®BUILDEX 3/16" 1-1/4" 3" 1-1/2" o p u
DWG#:
WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEW B-B FL-20867.5
Astragal Strike @ Head Astragal Strike @ Sill SHEET-25 OF 28
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of wood.
5.25" 2.12" TRINITY GLASS
1.68n INTERNATIONAL
3.98.. _ -Fil
00
I--1.98 Lo Ci
q TRINITY GLASS INTERNATIONAL
O
} 33651ST WAY 5
O 0 FEDERAL WAY,WA 99003
}
PH:(253)975-7300
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MATERIAL: OPTIONAL FL-20867.5
SHEET:26oF 28
TRINITY GLASS
INTERNATIONAL
o BOLT RETAINER TRINITYBLASSINTERNATIONAL
CN 3365 IST WAYS
1.63" FEDERAL WAY,WA 98003
19.63" 2.65°SLIDE BOLT ROD PH:(253)875-7300
I5
QO� �Z m 4
ALUMINUM $
ASTRAGAL 1.75" N rn Z o S
SLIDE BOLT ROD TOP BOLT RETAINER m w vi m
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DWG#:
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5HEET:270F 28
BILL OF MATERIAL TRINITY GLASS
ITEM# DESCRIPTION MATERIAL I N T E R N AT Z O N A L
A 1X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD
C 1/4"MAX.SHIM SPACE _ rRIHiry GL33655IST WERNATfoNa
ST WAY 5
FEDERAL WAY,WA 90003
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
F #9 X 1"PFH WS STEEL S rn
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K OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE H o w 'o Z H
L 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 63 o m a m w o
M 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Z
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 o
Q #8 X 1"PFH WS STEEL >
R 3/16"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 00
S #8 X 2 1/4"PFH WS STEEL U')
1 JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD Z
1A JAMB(FINGER-JOINT PINE-SG>=0.42) WOOD O
5 WEATHER STRIP QEBD650 Q-LON -
6 3.98"X 4.0"HINGE MIN 0.098"MIN THICK STEEL H H
7 STRIKE PLATE STEEL >
8 DEADBOLT PLATE STEEL L
9 SILLKEY PC/ASA
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10- OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC
11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET -
12 SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - o
13 OUTSWING SIDELITE SPACER PVC Z
14 STANDARD MULLION(FINGER JOINT PINE SG-0.42) WOOD %�`�
15 MULLION BASE KIT - PC/ASA J t�,Q,.••!' •• 'vi
20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM
22 ASTRAGAL STRIKE @ HEAD STEEL d
23 ASTRAGAL STRIKE @ SILL STEEL
24 INSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC '� •�1Z
25 DOOR SWEEP PVC
26 INSWING SIDELITE SPACER PVCLu
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DWG#:
FL-20867.5
SHEET:280F 28
s
ach Blvd.
BUILDING DROPS 398EDaniaB Sute3 8
A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation. Report
Of
Trinity Glass International
"8'0" Glazed Fiberglass Door Inswing/Guts ing"
(Non-Impact)
for
Florida Product Approval
`. 208 7
.Report .No. 4422 ,
Current Florida Building Code
Method: 1 —D (Engineering Evaluation)
Category: Exterior Door
Sub —Category: Swinging Exterior Door Assemblies
Product: Glazed Fiberglass.Door Inswing/Outswing
Material: Fiberglass
Product Dimensions: See Installation Instructions, FL-20867.5
Prepared For:
Trinity Glass International
33625 Int 'ay S
Federal Way, WA 98003
Prepared by: �����ES F. O
Hermes F. 'orero, P.E.
Florida Professional Engineer#73778 7
Date: 07/25/2016
'n T T
Contents: �O • •
p pP;'•<v�
Evaluation Report Pages 1 —3 ���'��. '•• ••..,•..•' .G��'`��
Digitally signed by Hermes F.Norero,P.E. �i�S/ONAU������`
Reason:I am approving this document Herme's"P IMM, P.E.
Date:2016.08.2614:45:23-04'00' Florida No. 73778
e
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/25/2016
Certificate of Authorization:29578 Report No: 4422
Manufacturer: Trinity Glass International
Product Category: Exterior Door
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(d)
Product Name: Glazed Fiberglass Door Inswing/Outswing
(Non-Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Trinity Glass
International based on Method 1d of the State of Florida Product Approval, Florida Department of
Business and Professional Regulation -Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions FL-20867.5,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
includini?the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing FL-20867.5 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions FL-20867.5 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
V k
r
BUILDING DROPS
016
A Perfect Solution in Every Drop Date: 0 o: 4 2
//QAA\\
Report No: 44222
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance in Accordance with the Florida
Building Code and Florida Product Approval system for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation Management Institute. (FBC Organization#QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 202-94
• ASTM 283-04
• ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
Referenced Data:
1. Product Testing performed by Architectural Testing, Inc.
(FBC Organization#TST1910)
Report#: D8467.01-106-18, Report Date:01/23/2015
Report#: D8467.02-106-18, Report Date:01/23/2015.
2. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization#TST4317)
Report#:TEL 05-1026-2, Report Date: 12/04/2005
Report#:TEL 01370046, Report Date:07/10/2008
Report#:TEL 01370210, Report Date: 12/21/2009
3. Product Testing performed by ETC Laboratories
(FBC Organization#TST2411)
Report#: ETC-05-781-16179.0, Report Date: 12/21/2005
Report#: ETC-05-781-16208.0, Report Date: 12/21/2005
Report#: ETC-05-781-17122.0, Report Date: 10/19/2005
Report#: ETC-05-756-10828.0, Report Date: 12/31/2001
Installation:
Refer to Installation Instructions (FL-20867.5)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(FL-20867.5)for design pressures based on size,configuration,and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3