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HomeMy WebLinkAboutFL 20867.2(1) 1IuM1da HwWEugCKlc I h+hee
BCIS Home 1,9g 1, User Fip[Tops 5ubm+i Surcharge Staff&facts Publications Contact Lis 1C15 Site Map Links Search
dbprf product Approval
USER.Public User
aProw:T AOUrr�yal F1cnu r h n A> Il—itiun List r Application Detail
FL # FL20867-R2
Application Type Affirmation
Code Version 2020
Application Status Approved
Comments
Archived ❑
Product Manufacturer Trinity Glass International
Address/Phone/Email 33615 1st Way S
Federal Way, WA 98003
(253)875-7300
a n d re w n 0tri n ityg€ass.co m
Authorized Signature Andrew Na
andrewn CEO trinityg lass.com
Technical Representative
Address/Phone/Emall
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- Harcicopy 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 pate 12/31/2024
Validated By Locke Bowden P.E.
❑ Validation Checklist- Hardcopy Received
Certificate of Independence FL20867 RZ CQI COI Trinity rS 2015-❑8-25_pdf
Referenced Standard and Year[of Standard] Standard Year
AAMA 1304 2002
ASTM E283 2004
ASTM E33O 2002
ASTM E331 2000
TAS 201 1994
TAS 202 1994
TAS 203 1994
lipp.':www.lion JabuiIdinp.ore:jwIrr app Ltll aspn'pararn�GF-L'NOwlllg[b%PgOOTr4e?b\3wJ5lff1.Gm5GBUYC%7pFk-2%fi4[,%2ffO7LA'..d°a',4117;ilt2i12(f 2:45:31 PM)
HufJe nu,IJineOde OnYme
Equivalence of Product Standards
Certified 8'
Sccbons from Me Code
El 1 offmn that there are no changes In the new Florida Building
Code which area my products)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
Product Approval Method Method 1 Option D
Date Submitted 10/21/2020
Data Validated 10/21/2020
Date Pending ESE Approval
Date Approved 10/27/2G20
Summary of Products
FL# Model, Number or Name Description
?0.96Z 1 a. Fiberglass Door 6-8 Glazed"Impact"Fiberglass Door-Outswing
Limits of Use Installation Inrtructions
Approved for use in HVHZ:Yes FFL2086 RJ 11 FL-2086> 1 SS 2016-OR-26 otll
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norte 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 FLJpft52 RJ pF pFR4419 SS 2016-Ofl-06 Mf
Evaluation Report, PER4418,for design pressures, sizes, Created by Independent Third Parry: Yes
configurations, Installation requirements,and limits of use.
20867.2 b. Fiberglass Door 6-8 Opaque"Impatic Fiberglass Door-Outswing
_. _.
Approved
Limits Use Installation Ins[ructigna
Approveve d for use in outside
Yes F J086> RJ e F -20R6> Rc P.E.
#737 ntlf
Approved for use o esid<HVHZ:Yes VenBed By: Hermes F. Norero FL P.E. e>3]>8
Impact Resistant: Yes Created by Reports
Other: Party: Yes
Design Pressure: N/A Evaluation RAF PF
OCheR See Report,
19Ff r des,n fires urea,and FL086> y I de PFR4419 cc JOI y: Yes .Mf
Evaluation Report, aER443$for design pressures,sizes, Created by Independent Third Party: Yes
configurations,Installation requirements,and limits of use.
20867.3 c. Fiberglass D... 6-8 Glazed"Non-Impact"Fiberglass Door-Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20867 R2 11 FIE-2086>3 SS 2016 10 IS Mf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. #73778
Impact Resistant: No Created by Independent ThVtl Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See Installation Instructions,FL-20867.3,and EL20867 R2 AE PER4420 SS 2016-08-06.ntlf
Evaluation Report, PER4420,for design pressures,sizes, Created by Independent Third Parry: Yes
configurations, installation requirements,and limits of use.
20867.4 J. Fiberglass Door 6-8 Opaque"Non-Impact"Fiberglass Door-Inswing/Outeving
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes EL20862 R2 II FIE-2086J 4_SS 2016-10-1A Mf
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-20862.4,and FLJ096> R> AF PFR44>1 SS]Ot6-0A-O6 Mf
Evaluation Report, PER4421,for design pressures,sizes, Created by Independent ThIN Parry: Yes
configurations, Installation requirements,and limits of use.
20867 5 e. Fiberglass Door 8-0 Glazed"Non-Impact"Fiberglass Door-Inswing/(u Mng
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2086J R> H F -?DR67 5 SS 2015-10-18 rof
n,p::.wry,_quieWnl4inavr'PP_9P mr..yn^pssn�.etSspmopb.eyoorr+anx5ws.rlf l crosr.FUYr.'/pFl:,.wa^ezrtuvu^^le^.^ter c,n.'n,o rasor arvq
1 n.ma,m��m�nu ndrumme
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero FL P.E. 023228
Impact Resistant:No Created by Independent Third Parry: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Institutions,FL-20862.5,and F 20862 R2 AE PER4422 cc 2016-08-06 +d(
Evaluation Report, PEA4422,for design pressures,sizes, Created by Independent Third Party: Yes
configurabons,installation requirements,and limits of use.
20867.6 f. Fiberglass Door 8-0 Opaque"Non-Impart"Fiberglass Door-Inswing/Outswing
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes EL2085Z R2 II FL-20H62 6 SS 2016-10-18 out
Approved for use outside HVHZ:Yes Verified By: Heroes F. hereto FL P.E. 023228
Impact Resistant: No Created by Independent Third Patty: Yes
Design Pressure:N/A Evaluation Reports
Other:See Installation Instmctions, FL-20867.6,and F 20862 R2 At P R44 a SS 2016-08-06 otlf
Evaluation Report, PER4423,for design pressures,sites, Created by Independent Third Party: Yes
configurations, Installation requirements,and limits of use.
M
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Credit Card
Safe
hep'. wx'w Oaiddhaldhp.wp p'p ap,all spa^pumn CEVXQ DkPgODTP1!bXSw2Z9n.L GB,YCv]ph2,u46.6xrrO]LA%3d°wldll V3101202:4531 Pall
BUILDING DROPS 398 E.Dania Beach.Blvd
Suite 338
UJ A Perfect Solution in Every Drop Dania Beach,FL 33004
Certificate ur Authorization:29578 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
33625 In Way S
Federal Way, WA 98003
Dear Sir(Madam),
To the best of my knowledge,the above-mentioned product conforms to the Sun Edition
(2014) Florida Building Code.
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 testis)and sealing the test
report(s).
Respectfully submitted,
F ftr077j7i
i
*�• •7�.�*�I
�OT'•., T P;'24r�� Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving
Herme4' Sr P%` Date:2016.08.26 14:29.07-"00'ment
�+fY7 rftt �R
Florida Regis ere Professional Engineer#73778
Page 1 of 1
INBTAE.ATID"NUTEs Trinity Glass International
DOES';ON SHOWry INSTALLATION" "'N RE°""E°"rE" ""°"°R OPAQUE FIBERGLASS DOOR —
ER
ED IS
HE
T+IEMUMNUMBEROFANCHOR TOREUSEDFORPROUCT IMPACT OUTSWING
INSTALLATONOFTHEM�IMNMSIZELISTED PRODUCT 3 w fag s
INS ALL HOLSOVAL INSTALLATION ANNULAR WITHIN A raEM"CE I
U °FiUp INOSIB WRHOUr TYRSIOERATI°N°Fr°LERALSOH aV1i
TOLERANCE ARE NOT CUMULATIVE FROM ONE INSTALLATION NO.
p �w-A
ANCHOR T°THE NEXT. AND OaW Zr< e^
E PRODUCT SHOWN LORD Is oE310xEO
SHIM AS REQUIRED AT EAW INSTALLATION ANCHOR Arm LOAD MAxUApVRW TO 00NPLV WITH THE CURRENT FLORIDA -- O V, OZ 2
DEALING RHINRI,MAXIMUM ALLOWABLE SHIM STACK TO RE 114 BUILDING CODE II INCLUDING NVRZ AND HAS BEEN _ TABLE OF CONTENTS d ;
HIMWnELE SPACE OF IDS INCH OR CHARTER OCCURS EVNUREO ACEOR°INCTO THE FOLLOWING a mU'A "
EuMES)SBALL BE CORSTRUCTEDOF HIGH DANsm Puma RE SHEET# DESCRIPTION =
sE<T 1 General notes C a
LAS BD?RS 2 Typical elevation.,design pressures
'T.CASUAL
o0WOOD SHINSTALLATION FaENT LENGTH FRAMING lEEl 3 Typical elevations,design pressures
IRATE MIRLMUMEDCE uMA 11111 4 Typical elevations,design pressures
DISTAUDDE OF E„TmIDNTAINEDOD OAD
BHi+iLL eELwlmnmsD,
e.FOLINSTALIATONINTDcoxLRETE1MAsoNm. OP THE EXISTING STRucruRAL 5 Typical elevations,design pressures
c°ARCRETELMABOxeY AND ZX FRAMING AS A MAIN WIND 6 Door panel construction details N
ACHIEVE MINIMUM FORCE RESISTUD SYSTEM CAPABLE OF WITHSTANDING AND 7 Sidelite panel Construction details Z
sEDMENT Irvin CONTRATEA OURY"EV OANSTOTHEENGI ER OR & Glazin derails 0
uM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE ryaECT Or wsTALLAT UN g Vertical cross sections N
FINISHED INUJUSE,BUT NOT LIMITED TO STUCCO.BOOM BRICK FOUNDATION
16 THE RESPONSIBILITY
JEN IN 3 IVAND 2X SULFUR(WHEN USE°I SHALL BE DESIGNED AND 19 Verical Cross sections
MODIFIED T PROPERLY TRANSFER ALL LOANS TO THE N
8 INSTALLA ION ANCHORS AND o AND wsTTAALLATIn"IS FOE 11 Horizontal Cross sections >
MADE OF CONFUSION RESISTANT +nITERAL OR HAVCgMUSTeE RESPONSIBILITY DESIGNEE EEre ARCH LOOT OF 12 Horizontal cross sections
JS
CORROSION RESISTANT COATING. RECORD FOR THOF
FOCI OF INSTALLATION. lL +x
13 Horizontal cross sections p'
9 FOR HOLLOW SLOCK AND GROUT FILLED SLOCIF Do NOT INSTALL 4 HEANSTATUDGION DETAILS CA�GNSXP HEREIN ARE GENERIC 14 Vertical&Horizontal cross sections
R OR EWE OF nomen El U FE` 15 Horizontal cross sections
IUSTALTATONANCHDRS INTO MORTAR JOINTS EDDE D MAY NOT REFLECT ACTUAL CONDITIONS FORn
MEASURED ROM mEE EDGE OFSUOc SUE rTERGOrvOmENTESTA IESTEREINATD
JOINT HOT FACE SHELL o<elocrc. ROMTxARRoxwEMENTSHALL ESTATES HEREIN SPE01FIO 16 Buck&Frame anchoring
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INASTRRwONS REAM sFOR USE WUTH TnIS DocuMENrlry wu-HVHz 17 Buck anchoring z
nxo"RwCRS SHALL NOTBERswsuUBSTRATES W17H xs. ALEADEN 18 Frame anchoring pT
STRNGTHoSNLESSTHANT THE STRENGTH SPECIFIED ev APPROVED
R THIS aoouc.PROTEC71VE SYSTEM Is REQUIRED 19 Frame anchoring
20 Frame anchoring `O g s
11 INSTALLATOx ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE %. COURT S MOULINS MATERIAL PVC OR WOOD 21 Buck anchorin $` NFL $
ENDED ON sues TH THE FOLLOWING
RE PARTIES r. CLADDING MATERIAL FIBERGLASS 22 Frame anchoring
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NEE7i 3 OF 29
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FL-20867.2
s"EET' S of 29
11L STILE
FIBERGLASS SKIN INTERIOR 2 W-TISW PVC STILE CAP
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FOAM CORE POLYURETHANE 1SHEET 7 OF 29
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AB (SEE NOTE I) AS (SEE NOTE I)
ALUMINUMIBUTYL ALUMINUM SPACER
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SHEET 8 OF 29
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1.SIDELITE SCREWS LOCATED E FROM EACH ENO OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 1 L-20867.2
SHEET:12 OF 29
1418 a�
INTERIOR 1 1@6 Y
INTERIOR
12
+(SEE NOTE 1)O U
11' if (SEE NOTE p
$
c E F gig.
8 EXTERIOR T 8 $"
EXTERIOR EXTERIOR u �.
HORIZONTAL CROSS SECTION
HORIZONTAL CROSS SECTION 4
1 f INTERIOR m
17 18 Z
O INTERIOR Q z
(SEE NOTE 1) 8 12 �V-11 C
v \ O
f1 11 \ (BEE NOTE t) L o
6
O 1 4,?�. R .... R
E F .
8 EXTERIOR EXTERIOR T 8 O �g�iyee
W J2
�HORIZONTAL CROSS SECTION (1 HORIZONTAL CROSS SECTION
�i�J '� N •PPO`�`1
o Z
ow6#-
NOTE: FL-20867.p2
1.SIDELITE SCREWS LOCATED B"FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET.13 QF Z p
1-114•MIN C I_1A MIN
EMS(TVP) —� C EMB(TYP) '3
SHEET ROCK
FURRING / SHEET ROCK
D
FURRING
I D
u9z �5 INTERIOR (SEE NOTE 2)0 � a
F INTERIOR
of m
z_r wZ kmN p
fm zInn
i a a
p EXTERIOR K K g
11 EXTERIOR 14
K E 6
HORIZONTAL CROSS SECTION /2l HORIZONTAL CROSS SECTION
Direct to maswry EireIR to masonry
(5-114"mmJamb) (5-114'min jamb)
1-MIN EDGE 1-MIN EDGE Q z
K DISTANCE K DISTANCE N o
SHEET ROCK SHEET ROCK HA I.
/ w P• FURRING - FURRING LLJ� o
z E
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INTERIOR INTERIOR ''�d.N '•JJI' f
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n VERTICAL CROSS SECTION /, VERTICAL CROSS SECTION
�l4/ Olrecl to masonry �,91 Direcl to masonry
0-14'min Iamb) (5-114'minjamb) 0 3z�' x z
NOTE:
6#.
1. SCREWS THIRD HEAD JAMD AND SILL.EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. I L-20867.2
2 SIDELITE SCREWS LOCATED 6"FROM EACH ENO OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET 14 of 29
1-1/4"MIN ^-*
EMS.(TYP)7�--
1 } 3 C
4OR
p
C 1-1/4"MIN INTERI
EMS(TVP)SHEET ROCKFURRINGINTERIOR EXTERI
iF �HORZ0NTAL CROSS SECTION
y 1 BHOWN W/2X WOOD BUCK In m
Z
0
1-1/4"MIN H p
EMB.(TYP) H K
P
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3 3 C w h
1 8 K
L
6
n HORIZONTAL CROSS SECTION
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(5-1/4-min jamb) INTERIOR e.
p 1< ba'3 ra
11 I . b
04 I
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EXTERIOR T 8 CA
n HORIZONTAL CROSS SECTION DWG m,
.15. SHOWN W 1M WOOD BUCK FL-20867.2
SHEBT 15 of 29
BEE HINGE
i \DETAILI
4 \ a
F
j a j j s I
D TYP,HEAD G 2%BUCK e
• AND JAMBS H 2XBUCK
N 1X BUCK L 1X BDDK $
P DIRECT TO — a MASONRY D DIRECT TO
MASONRY
W'MAA
-
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HINGE DETAIL I &JAMBS o'0"')
m <�2%BUCK ` tea
DOOR FRAME g„
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oc ITw-I
ssv
F MASONRY
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OPENING SEE HIN 3E
DETA 2 G 2%BUCK N m
N 1XBUCK Z
DIRECTT• P MASONRYO D TVP SILL O z
E V °
3 �
HINGEDETAIL2
06
BUCKANCHORING HINGE JAMB FRAMEANCHORING STRIKEJAMB
Masonry construction o
Z
CONCRETE ANCHOR NOTES:
•y3 r.
1.Concrete anchor locations noted as WAX ON CENTER"and at the comers must be
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:
nox vLeepR Mirv- MlN aenanxwA,---T.-
1XBUCK b IN nLEARANLETn 2XBUCK
EMBEn.EM mr06ONRYEVOE E ANCHOR
DIRECT TON T "•..
w E•vimex AN
114" 1-114" 2" 4" P '•°�r�HRO�p�5
miaimeo 114" 1 1A/4" 1" 4" MASONRY o >
wcoN• 3116 1 1-1/4 1 3 17- <o �
WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL bwbk, w
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wootl screws to prevent FL-20867.2
splitting of wood. sHEET1 OF 29
4'r
4.
O
VP.HEAD
&IAMBS S
wa L�ywa
1MXBUCK g m o O 3
G m
15.18"MAX.
FOR REF.ONLY 0 C.(TYR) e
MABONRY
OPENING
N m
Z
N
W �
SUCKANCHORING
0
z
CONCRETE ANCHOR NOTES:
```�F,P ............N
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be
adjusted to maintain min,edge distanceto mortarjoints. Additional ntlonceadereteanchors may be
required to ensure the"MAX ON CENTER"dimensions are not exceetled.
2 Concrete anchor labia:
ANCHOR NLH MIN, MIN.CLEAflANtE MIN LLEMANCETO FGR SG.GXBXX W FZ w'.PZ
"...
SIZE R EMBEOMENi iO MA50NRV E. ROJVRTMENi ANCHIXi CONFIGURATIONS %�3N pROF�.t
IiW BVILGEX
vL Ea.r. 114" 1 ,/4" 1' 4"
iiwevaosx ^0 3 v
TAFcorv• 31i6" 1-1/4" 3" 1-112'
— OWG#:
WOOD SCREW INSTALLATION NOTES. FL-L0S67.2
1.Maintain a min.5/8"edge distance.&1"e.c.spacing of wood!screws to prevent splitting of wood. sHEET:17 F 29
F
�SEE ITINOF - - I 4-- 6•(rvP-J 1
DETAIL,
A
-\H 2XBUCK g z
TX BUCK '
�0IRECTTO i Z
MASONRY —
a1tu.ax ivP.HEAD STRIKE PLATE DETAIL u o¢LL .
o.C (TYPI 1X/2X BUCK &JAMBS 1".
on(mr) io 6
DOOR FRAME F of a "s' d
- pP_ G 2X BUCK
ssa. N BUCK C $ �-^ -
_ P DIRECT TO ail
MASONRY MASONRY
OPENING E
SEE HINGE
DETAIL _ _ HINGE DETAIL
G TYP.SILL P H z
6 N �
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—"— I--I -- N 1X BUCK LU w
Bu P DIRECT TO
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Masonry construction -
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 °z
1,Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be J`Pp t b33N'�,
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. 02%O
2%
ANCHOF g NO MIN.CIEPMNCE N1x 'LE ANCETO �S
ivPE 6ZE E BEDMExT iO Mg60NRV EpBE gpJuc MENLgNCNORI 14161) fe W }-Z
nwBwmEx TAPco 114 i 1l4" 2 4'
rr
uL11A aao 1l4" i-114" 1" 4" ✓<PRO 1,
T necoiP 3,16" 1-114" 3" 1-112'
o 3�rux az
WOOD SCREW INSTALL D4X
ATION NOTES: WEWA-A VIEW A-A VIEW B-B VIEW B-8 D
DW6#',
1.to prtajnamin.518"edgengowoo distance,81"o.c,spacing of wood screws Head lO mullion anachment Head to mullion MU11111) Sill to mullion anacI (Ttomullionaflacnment FL-20867.2
t0 prevent
splitting of wood. f5lantlartl or Fat Mullion) (jwalXece Fet MUIGon) (Standard or Fat Mullion) (Two-piece Fat Mupion)
sHEET.18 OF 29
4
SEE HINGE p• {—e'ONE,I
OETAII 1 �I B
I I I I a•
N 2X BUCK T
L 1X BUCK
_ D DIRECT TO
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llas-NAx, AD
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oc lnel 1X BUCK H'rMA
o e p",
DOOR FRAME _ — — _ Fu
B E
G 2X BUCK ^ 5°'
B sw' N IX BUCK K u 1!
—� P DIRECTTO �Y
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OPENING ISSEE HINGE
DETAIL 2 HINGE
DETAIL I to u
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B
i G 2X BUCK
N IXBUCK LLI
P DIRECT TO
HINGE JAMB FRAMEANCNORING STRIKEJAMB MASONRY
E
Masonry conelmclbn
HINGE DETAIL
CONCRETE ANCHOR NOTES: .: tar
7.Concrete arctror locadons rested as"MAX ON CENTER"and at the comers must be "�F,?0 ••"'�33'I%3
adjusted to maintain min,edge distance to mortar pints. Additional wncrete anchors may be O `• �m-,�.d a
required to ensure the"MAX ON CENTER"dimensions are M exceeded.
2.Cwaele anchor table:V'N
iVpE Slg EYBEpNENT OWXxIRY EMi xp.XlSi Iqn � Z
Te$Uarpx 1//' 1-i14' 2' 4' � iPaOY"'*�
.as oNe 1/4• 1-1/4• V 4"
'irm�cpo°N�x1 W16- 1-114' 1 3- 1-112" c$ 3 k
WOOD SCREW INSTALLATION NOTES: ows#,
1.Maintain a min.5/8"edge distance,&V o.c.spacing of wood screws to prevent spliding of wood. FL-20867.2
rH-T 19 of 29
SEE HINGE • • ��• E'Iiwr IC`.
DETAIL 1
\\I\I\\\ ^ Al
1 A T
•• H IXBUCK
L %BUCK
D DIRECT TO -
TYP.HEAD
MASONRY
u-o Y $6
c�liYa.l iX2K BUCK ItJR STRIKE DETAILI
JAMBS ASTRAGAL
OVN oclrvPl - E i
NLY
DOORFRAME z
F m .` _
0 2X BUCK
H 1X BUCK 3
sl DIRECT TO 4u a
MASONRY MASONRY
OPENING E
E HINGE
DETAIL I HINGE DETAIU � u
Z
D F z
TOP.anLgF
TOP. B a N K
O 2X BUCK LU
' N 1X BUCK W w
P DIRECTTO
6
P °
HINGE JAMB FRAMEANCNORING ASTRAGAL E MASONRY
Mammy mnsVuctbn
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 °z
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be
a r.
r 3 .a
adjusted to maintain min.edge distance to mortarjoints. Additional concrete anchors PO
4. .........
may the required to ensure the"MAX ON CENTER"dimensions are not exceeded.
nuiattne E axyugtw EM1B-MFiL/rYl4E•Hi . 21a'ul 1wE-E O. . }Icio
iW110Rwa waCaw
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m
WOOD SCREW INSTALLATION NOTES-
1. Ie
(
Maintain a min.5/8^edge distance,&1•o.c.spacing of woad screws WEW A-A _VIEW B-B Dws A:
he prevent splitting of wood. Astragal Strike@ Head Astragal Strike@Sill FL-20867.2
11EI:T.200F 26
a• J-
a
D
TW.MEAD
6 JAUBS $ •, •y
15.13-MAX. F!
0C.ITYPj C SCm�
FOR REF.ONLY
MASONRY
OPENINLU
m
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C
BUCK ANCHORING
6
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CONCRETE ANCHOR NOTES: I .•� N r I
1.Concrete anchor locations noted as"MAX ON CENTER'and at the corners must or �•`F,po.,,,,. 33Hx
FOR OXO yy
adusletl to ensure it min.edge CET to mortar joints. re not
exceeded.
concrete anchors may be CONFIGURATIONS Z -�.6 LF
required to ensure the'MAX ON CENTER"dimensions are nat exceetletl. �+
2.Concrete anchor fade:
.WCNON MICIgN Nam. MNEARwaCE MIN ttEPRTNLE LO /j', 1��11�rvas s� MBE Em roc .Foss m�usrxsxrnxuwa ;�b�N- ).a "a,
TnEc'W 111 E 1-M17 z• 4•
4•
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L0O 1I4' 1-1I6' P ^� m ul.rancoN• m
It?nviu° " 3I16" 1-i14" 3' t-112' OW6#'o z z
,
WOOD SCREW INSTALLATION NOTES: FL-2O867.2
1.Maintain a min.SIB'edge tllstance.8 1'o.c.sparing of wood screws to prevent splitting of wootl. sMFET
210F29
q
- QDkt.1T,,:1 Ma
SEE HINGE T—' - •
DETAILI • -- 4-- �PPYa.I I .. .. >•
A�A B
H 2XBUCK 2
L 1%BUCK
• DIRECT TO .lu� mIDQg
MASONRY
Mr of TYP.HEAD STRIKE PLATE DETAIL a $ w
0C.1TYP.) 1XJ2XBUCK BJAMBS
DOOR FRAME — — F
B Is w Ea$
G mono
s.slr C 4C� #
—(
MASONRY E
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SEE HINGE
DETAIL 2 _ _ HINGE DETAIL/
• Z
O
�TYP.SILL F 8
B B I o
HINGEMULLION e . - U STRIKE MULLION "
FRAME ANCHORING E
Ms.,commuclon
CONCRETE ANCHOR NOTES: HINGE DETAIL Z.
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be ""O T N33ti
adjusted to maintain min.edge distance to moharjoints. Additional concrete anchors 14161 E r"".....
may be required to ensure the WAX ON CENTER"dimensions are not exceeded. G O 2X
n .-- M1. rN.--R•HCE MIN CIFNux`-O 2% D4X u-
eF ENBap.EM TOAN501INY FDaF OnJUaiMENi MILMOa i/iB1 iB
mY 9111Epa �" -• )Z m.
LFPCP`Ar 1l4' 1-1/d' 1 2'
•.�d3 .t.p•'4
u Taicou• 114- 1-1/4' 1'
'TABU x 3116' 1-1/4 3' 1-12' • ' • • 1 • • z iYm
WOOD SCREW INSTALLATION NOTES: Gd%
VIEWA-A VIEW A-A VIEW B-B VIEW B-B bwew. h
1.Melntaio a min,5/8'edge distance,&P o c.Mpacilg of wood screws Head w rd or Fat tachm1n1 Head o mulion anachment Sill to mullion attachment Sill to mullion attachment FL-20867.2
11
to prevent splitting of wood. ( 1 (Tw"ece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
5HIIT.220F 29
4
<' ��Tetrvrrv +rss
S DETAIL ir
EE HINGE <' I—I—FIrvP.I 1 a
1
° N U SUCK
• L 1%SUCK X
D DIRECT TO
MASONRY — —
oc Mac TYP.HEAD la^Ma%. SiRIKE PLATE DETAIL If giLL
o C.lttvl 1wz%BUCH aJAMES D.c(rvP.l C
DOORFRAME _ _ _ — — F � m << ?
S ssv g�7`w £
MASONRY E
OPENING
SEE HINGE
DETAIL _ _ HINGE DETAIL V) m
Z
A YP.SILL F) a O
I r rlLU
HINGE JAMB FRAME ANCHORING STRIKEJAMB E
Masonry mnsWCLon
°
CONCRETE ANCHOR NOTES: HINGE DETAIL R
1.Concrete anchor Inactions noted as"MAX ON CENTER"and at the corners must be • 'U1;' R
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors
may De required to ensure the"MAX ON CENTER"dimensions are not exceeded.
YICM]P W.CIFARPNCE MIN CLEWNCE iO 16't
rYpE gIIE EMBF.pR.NI Tp EIXE gpNISTMENThVCNCq
Tmircori ' V4' 1.11C 2' 4'
"co va• 1-va• r a• „
UU.CCN°
ITW&114e x - _ ' W
Txvoor� �i B' 1-1/4' 3• 1-12' o: " z p'n
�i ��
WOOD SCREW INSTALLATION NOTES' DWew.
1.Maintain a min.SIB"edge distance,&1•o.c.spaang of wood screws FL-20867.2
to prevent splitting of wood. SHEET:230F 29
£ f
a•
O
TYP.HEM
6 JAMBS S m
1X2X BUCK g �g�pp
OAw ;
m tt Sc
a
1o.c3mPi � °C$ E
FOR REF.ONLY
MASONRY
OPENING V) m
Z
O
V) K
> e
a o
SUCKANCHORING
CONCRETE ANCHOR NOTES: FOR OXXO ,..$
CONFIGURATKJNS �.JaG #Nrys E
1.Concrete anchor aerations edge
noted as WAX ON CENTER"and Additional
the comers must beadj ` E.:""""'•.
required to maintaensureinm'n.MAXOdlCENT to mime lionjoints. re not
concrete anchors may DB
required to encore the"MAX ON CENTER"dimensions are not eeceedetl.
2.Concrete anchor table:
µCpp MI(:IIN xx. 41N.f1FMWLE MIx CLEPMHGE iO WR':J2ln P'
rt sus ENeEOMEm .o xAv�xnr E. =U0.L2 .%Eirwc
vc 1/4' 1-1/4' 2'
Lr Ernscpre 1/4' 1-1/4' 1 4' �i ZT . N
eul x w1B'I 1-114" 3'TA
splil #:o o
WOOD SCREW INSTALLATION NOTES Dwe
: CLO867.G
Et��n.nn 1 min.518"edge distance.8 1'p.c.spacing ofwood screws to prewmt fiig of w ootl. sfMEET'-G24 of 29
SEE HINGE 11"P)
d" d"
`DETAIL 1
N A 2XBUCK AU
"e"`iv�wplmm
�I a _
L 1X BUCK o
D MASONRY
ASON TO
MASONRY i H tt'
O W"MAX. TYP.HERB ta'MAX
C i -�m
os.tnp l 1Xl2X BUCK &JAMBS ASTRAGAL REFSHOWNONLY o-c'mm'
_ — — FOR REF ONLY — — LL� a gwW e
DOORFRAME H
8 a s
A fi
ok p < m x
MASONRY — — —
OPENING
SEE HINGE
DETAIL 2
Z
— /IJ TYP.SILL
1 I I ILU
G F L
HINGE JAMB a' B ASTRAGAL
FRAME ANCHORING
Masonry construction r'
6
CONCRETE ANCHOR NOTES:
e
L Conned toanchor
maintain ins edge
noted das istance
MAX ON CENTER"and Additional
thenal comers must be -- - E o"Q.o bJdti
maybe
required
maintain min.eth a tlistance to mortar joints. Additional concrete anchors ��' "'•.�
may be reQuired to ensure the 'MAX ON CENTER'dimensions are not exceeded. VIEWA-A HINGE DETAILI 1 za 6
Astragal Strike Q Head
ANCHOR ANCHO0. MIN Mm aEPgnncE Rnn ETC F a N
i P .RE EMBECMENT iO MP50Ngv EUGE P Ni
revcaNe�' 114" 1-1/4" 2" s*nEd arvcH 6 �� C• yed
u�i LOO a 114" 1-114" i' 4" G �� P0.
ix.pwroEx a Z m z S
caNm 3lifi" 1-1/4" 3' 1-0/2"
WOOD SCREW INSTALLATION NOTES: E 3�
DW6#'
1.Maintain a min.518"edge distance,&1"ox,spacing of worst screws VIEW B-B HINGE DETAIL 2 STRIKE DETAIL 1 FL-20867.2
to prevent splitting of wood. gsVagal Strike Q Sill SHEET
25aF29
e. SIDE&HEAD JAMBS
® fsva^Pr larye/I a i
MATERIAL WOOD 22 N�
®
® Ewa
—zaa—
A6 HINGE o
MATERIAL:STEEL u SIDE 8 MATERIAL NEAD JAMBS
PVC
p N m
4.56' 5.25"
5pu
K
9 L
r a OUTSMNG SILL r. SIDE 8 HEAD AM'
(, or ,J
Y ALUMINUM NTH PVC SUBSTRATE MATERIAL:PVC ZO
4 56' APO k b33 /9�i
1,22" H 2.44'— z .
6.56"
0.
PFOF�&
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!, SIDE 8 HEAD JAMBS SIDE 8 NEAD JAMBS ILL KEY DETAIL owG u,
MATERIAL WOOD U MATERIAL:PVC OPTIONAL FL-20867.2
SHEET 26oF 29
f am�ow
g m
n OUTSW/NG SiDELITE SPACER
MATEIR PVC 22
.Q8
ra STANDARD MULLION
l••J MATERIAL:PVC n b St3 � 'm � �
wu ri 4
s'
aG"R� a
o �
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FATMULLION >
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16 MULLION BASE KIT
OPTIONAL
URETHANE GLUE 4.W g
URETHANE GLUE
a.se'
TWO-PIECE'FAT'MULLION
S 'o VMATERIAL:PVCPVC
F
W8a1 114'PRH WS(4 NEAR SIDE)
STANDARD MULLION k8x1 1/4'PRH WS(4 FAR SIDE) a o o i
SECTIONA-A
MATERIAL:W000 DWG K:
FL-20867.2
sHeer270F 29
LATCH(BLIND HOLE)
ooT SCREW LOCATIONS(TVP.) DEAD BOLT)THRU HOLE)
5W' 33Ar
SLIDEBOLTROD -
STEEL
2.]5' 250 n -
{ —Ft63' 3l5' 2,50' 3.63'
10.T5' 10.50"
8 Se
i .T5' 18.50'
TOPBOLTRETAINER 26.]5L±' 26.50'
9-314'ALUMINUM -
az
BOLT RETAINER
SLIDE BOLT ROD 2 65'
4
ALUMINUM
ASTRAGAL vs' ALUMINUMASTRAGAL
a
WEW AJ �6'B Aluminum Asbagal by Entlure Protlupa
Aluminum ASVegal Assembty
Z
0
Z
L�TBO � SCREW LOCATIONSITYP.) K
550' 33.13' W w
r� o o
FLUSHBOLT BAR
- Dlepst Zinc $
20.25' 1.38'—
—r 43.82" 20.26' ••.`�p0.�.b33,�. R
—rI O' &
FLUSMBOLT DEADBOLT ITHRU HOLE) IATCH(iHRU HOLE) m
Di.sl zlnc
0o Q x 2
PVC ASTRAGAL
1 44" 0'0 PVL ASIrapN by T.", DWI#.
VIEW B-S FL-20867.t2
M5 PVC AstragalOMNy I SHEET.28OF 2 D
BILL OF MATERIAL
ITEM# DESCRIPTION MATERIAL a
A 1X BUCK SG—O 55 WOOD
B 2X BUCK SG`155 WOOD
C 11B MAX.SHIM SPACE
D V4"X2-314"PFH ELCO OR ITW CONCRETE SCREW STEEL
E #9X 314"PFH WS STEEL g
F #9X VPFH WS STEEL °
G #9X2-114"PFH WS STEEL ?#g
H #10X 2-112"PFH WS STEEL
1 #8X 2"PFH WS STEEL
J #6X 1-1W DRYWALL SCREW STEEL
K MASONRY-3,ODD PSI MIN.CONCRETE CONFORMING TO ACI301 CONCRETE
OR HOLLOW BLOCK CONFORMING TO ASTM C90
L 1/4"X3-34'PFH ELCO OR ITN CONCRETE SCREW STEEL
M 114"X3-114"PFH ELCO OR ITN CONCRETE SCREW STEEL C rcCP° -
N 3116"X3-114'PFHELCOORITWCONCRETE SCREW STEEL
0 #BX2-112"PFH WS STEEL k'
P 3)16"X2-114'PFH ELCO OR ITW CONCRETE SCREW STEEL
0 #8X VPER WS STEEL
R 3116'X2-314'PFH ELOO OR ITW CONCRETE SCREW STEEL
S #10 X 3"PFH WS STEEL V a
1 JAMB(FINGER-JOINT PINE-SG—OA2) WOOD Z
1A JAMB(FINGERJOINT PINE-SG—O 42) WOOD
2 JAMB PVC If2A JAMB PVC
3 JAMB PVC a
5 WEATHER STRIP OEBD650 O-LON - Lu w
6 3.98'X 4.D'HINGE MIN 0.098'MIN THICK STEEL
T STRIKE PLATE STEEL
8 DEADSOLT PLATE STEEL
9 SILLKEY PCIASA 6
10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC
11 DOOR PANEL-SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - o` ♦b `
12 SIDELITE PANEL-SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET p` P�........U�N'�
13 OUTSWING SIDELITE SPACER PVC
O 14 STANDARD MULLION(FINGER JOINT PINE SG—OA2) WOOD
15 MULLION BASE KIT PCIASA
16 STANDARD MULLION PVC
fT 'FAT'MULLION PVC
18 TWO-PIECE'FAT'MULLION PVC
19 1X MULLION WOOD m
20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM
21 PVC ASTRAGAL BY TRINITY PVC
22 ASTRAGAL STRIKE @HEAD STEEL )w&#
23 ASTRAGAL STRIKE @SILL STEEL FL-20867.2
s"FF`290F 29
398 E Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 330043004
A Perfect Solution in Every Drop 954.399.9478 PH
rertifirate of authorization:2957E 954.744.4738 FX
contact@bulldingdrop5.com
i'i : duct Evaluation Report
Of
Trinity Glass International
•'6.N" Opaque Fiberglass Door Oulstciuf '
(impact)
for
Florida Product :%pproval
Ilrport No. ' ,9
Current Florida Building Code
Method: 1 —D (Engineering Evaluation)
Category: Exterior Door
Sub —Category: Swinging Exterior Door Assemblies
Product: Opaque Fiberglass Door Outswing
Material: Fiberglass
Product Dimensions: see m,tallation instructions. FL-20867.2
Prepared For:
I MIN Glass li leraammill
3302�; 1 ac S
I ederal NN a). �N X 98003
Prepared by: s� ES F.
rtro F'.
Florida Protessiunal Engineer h 73778 L ;•'N 74' E
Daw 07R5l2016 = * _—
AT
Contenm : O�••.•
Evaluation Re7wn Pages I —4 •........•• G�
tally
.Norero,
Reason:I am signed
approving this FdocumentE Herms I MIA� 0,P.E.
Date:2016.08.2614:51:10.04'00' Florida No.73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 0
//n\\ Certificate of Authorization:295]a Report No:o: 4419 4419
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: Opaque Fiberglass Door Outswing
(Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E.(FL N 73778)for Trinity Glass
International based on Method ld 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-20867.2,signed and sealed by Hermes F. Norero,P.E. (FL If 73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including 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 not require an impact resistant
covering.
4. She conditions that deviate from the details of drawing FL-20867.2 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions FL-20867.2 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Dale: 07/25/2016Report No: 4419
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 If QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• 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#: F5877.01-109-18, Report Date:04/12/2016
Report#: F7081.01-109-18, Report Date:05/12/2016
Report#: F8603.01-109-18, Report Date:05/27/2016
Report#:85950.01-106-18, Report Date:08/29/2012
Report#:C3995.01-106-18, Report Date: 12/10/2012
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 06-0918-2, Report Date: 10/10/2006
Report#:TEL 01370079, Report Date:12/05/2008
Report#:TEL 01370210, Report Date:12/21/2009
Report#:TEL 01470437, Report Date:11/30/2011
Report#:TEL 04251336, Report Date:05/05/2015
Report#:TEL 02010411, Report Date: 10/11/2011
Report#:TEL 02010412, Report Date: 1011112011
Report#:TEL 08-01370020, Report Date:06/10/2008
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-OS-781-17122.0, Report Date: 10/19/2005
Report#: ETC-05-756-10828.0, Report Date: 12/31/2001
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 07/25/2016
Certificate of Authorization:29518
Report No: 4419
Installation:
Refer to Installation Instructions(FL-20867.2)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(FL-20967.2)for design pressures based on size, configuration,and
glass types.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4