HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS i
Florida Building Code Online https://floridabuilding.org1pr/pr_app_dtl.aspx?p_ ara...
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db'p' r �` Product Approval
,Marc. tp •aINi >xt,f",xki% }a.,ts:. t1i A pp l nation Deioi l REVIEWED FOR
Applicatira,Type Affirmation CODE COMPLIANCE
Cafe Version 2020
Application Status Appraved ST. LUCIE COUNTY
� l! 'i)
Canments BOCC
Archived
I
Product MariUlactui ei Trinity Glass international
Add ren/Phone!Eniaj l 33615 1st Way S
Federal Way,00 98003 Filet
o y
(253)875-7300 i+ j1d(�1'
andrevonC9�trinityglass.cnm
Autho:i z ed Signature Andrew N a
andr ewn@trinityglass.corn
Technicµ Representative
Addres=/Phan lEmail 1
Quality A.ssufa;tce Reprecentative
Address'PiicnetEmail j
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Category Exterior Doors
Subcategory Smhnging Exterio: Door As rnh?ies
Canpliance Method Evaluation Report,from a Florida Regisered Architect' a Licen,"I
Florida P�iofcmiona!Engineer
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Evaluation Repot•Hardcopy Received
1
Florida Enginer>r.or Architect Nrune who developed the HermrsF.Ngrero PE. ,
Evaluation Report
Florida License PE-737 7 8
Quality A-mirance Entity
Quality Assurance Contract Expiration Date 12131/2024
Validated t3y Locke Lavdmt PE
Validation Checkliq.1laidcopy Received
Certificate of independence -I P0867_R2_C O._f.Q!Trinily SS?t?L6.OFI-'lG pdf
j
Retefenced Standard and Yea(of Standard) Standard Year
AAMA 1304 2002
ASTD/E283 2004
ASTM E330 2002
ASTM E331 .2000
TAS 201
1.994
TAS202 1994
TAS 203 1994
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1 of 3 4/12/21, 11:08
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Florida Building Code O1fIine https://florif��huildng.brWpr/pr_app_dtl.aspx?para...
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Equivalence at Product Standards ;
Certifier)By
Sections fr oni lhe Code
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I affit m that there are no changesin itie new Florida BkiiIdirig
Code which affect niy product(s)and riy product(s)are in
compliance with the nevi Florida Build:i ng Cole.
Documentation from approved Evaluation or Validation Entity I
Yes No NiA
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Ptoduct Approval Method Method 1 Option D
Date Submitted 10/21i2020
Date Validated 10121/2.020
Date Pe nding FBC Approval
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Date Approved 10/2712020
Summar of P oducts
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L'u Model,Number or Name Description
20867.1 a.Fiberglass Door 6-8 Glazed"inipwl"Fiberglas;DoOr-Out4vvjrig
Lfnlitsof Us Installafionlnstfuctions 3
for use in HVHZ:Yes FI.20867 R2 it FL•208G7 1 SS 201G•08.26.pdf
Approved for use autside HVHZ:Yes Verified By:Hernies R Nc,eroFl P.E.#73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other:Sere Installation instructions,FL-20867.1,and FL20867_R2 `AF PER•4-418 SS 2016.ms-ub I)df
Evaluation Repoli.PER4418,for design pressures,sizes. Created by Independent Third Party;Yes
cranfigtuatipns,installation requirements,-and limitsof use,
20867,2 b,Fiberglass Door 6-8 opaque"Impact"Fiberglass 600r-Outsvaing
limits of Use Installation Instructions
Approved.for use in HVHZ:Yes FL20867 R_Z_LI_FL-20;f(,7?SS 2016-08.26 jLk f
Approved for use outside HVHZ:Yes Verified By.HermesF.Noreto FL P.E.073778
Impact Resistant:Yes Created by Independent Third Plvty:Yes
Design Pressure:N/A Evaluation Reports
Other:See tnstallation In]ructions,Ft.-20867,2,and 70 G7 R2 AF_pl-.ri4e1S3 S5 201F,•t18.0ii_f2rif
Evaluaticyt Report,PER4419,for design pressures,sizes. Created by Independent Third Pa ty.Yes
configurations installation requirements and limits of use,
20867 3 C.Fiberglass Door G-8 Glazed'Non-impact"Piberglitss Dart-Insving/Outsving
Limits of Use Installation Instructions i
Approved for use in HVHZ:Yes Fl-n8f)7,'R,it FL-20867:3 SS r016.10.1€,I)df
Approved for use outside HVHZ:Yes Verified By:H'ermesF Norero FL P.E.;:73778
Impact Resistant:No Crealed by Ini�ependc-ni Third Paty Yes
Design Pressure:NIA Evaluation Reports
Other:See Installation Instructions,FL-20867.3,and F1.20867 R� AE PER4.120 SS 2016-08.06.pdf
Evaluation Report,PER4420,for design pressures.sizes, Created hp Independent Third Party:Yes
configurations,installation requirements,and fimitsof use.
20867.•4 d.Fiberglass Door 6-8 Opaque"Non-Impact"Fibergl ezDow -IrminglOutsming
Limits of Use Installation Instructions j
Approved for use in HVHZ:Yes FI"08+'r_R? ji_Fl.-2nt367 4`I;;016-10-f A{ldt
Approved'for use outside HVHZ:Yes Verified By HermesF.Norero FL PE.r173778
Impact Resistant:No Created by Independent Third Party.Yes
Design Pressure:NiA Evaluation Reports I
Other:Soe Installation Instructions,FL-20867.4,and F ?D8E,7_Q;1_&E_PFR.4^, 101r-i—Ors [
Evalua ii'ai Repot,PER4421,for design pressures,sixes, Created by Independent Third Party:Yes
configuration:,installation requirements and limitsot use,
20867.5 e.Fiberglass Door 8-0 Glazed'Non-Impact"Fiberglass Door-Inwving/Outaving —
Limits of Use Installation Instructions
Approved for use in HVHZ;Yes FL20867 R2 it FL-20867 5 SS 2016-10-18,pdt
Approved for use outside HVHZ:Yes Verified By HumesF.NdreroFL P.E.rr73778
Impact'Resistant.:No Created)by Independent Third P' ty:Yes
Design Pressure:N/A Evaluation Reports j
Other:See Itt�siallation Instructiotis,FL 20867.5,and FL208G7_R2'),r;_PER'142:.'S9 207.fi-013-17(i.p�lf
2 of 3 j 4/12/21, 11:08
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Florida Building Code Online littps:Hfloridabitilding!org/pr/pr_app_dtl.aspx?para...
Evaluation Report,PER4422.for design pres,5ures,sizes. Created by Independent Third Party:Yes
configurations,installation requirements and Iimitsof use.
201167-6 1.Fiberglas Door S-0 Opaque'Non-impact"R bergi ass Door -insvingleutst^ring
Limits of Use Installation Instructions
1
Approved for use in HVHZ:Yeas Ft_20867_R2_II_FL-20657.E SS 2016-10.18.pclf
Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero FL PE.rr73778
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other:See Installation Instructions;FL-20867,6,and FI _ 86-1_R2_t�E PER442;j SS%015.0N-05.p;if
Evaluation Report,PER4423,for design pressures.sites Created by Independent Third Party:Yes
configurations installation requirements,and linlitsof use.
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Product Approval Accepts:
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Credit Card
Safe
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3 of 3 4/12/21, 11:08
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GLAZED FIBERGLASS DOOR
CUMULATIVE FROM ONE INSTALLATION GENERAL NOTES <
OLERANCES ARE NOT 'V
Ailcii0q To TPE.NEXT V.
LU
1�4-ROL.klti FRAJ1.1;L FOR INSTAtLATIOn WITO�9 WOOD FRAMING USE ASTM F�63*4 2 Typical elevations,design pressures
MINIMUM 4-10 V100D SCRENS I Or SUFPICI;,�N'i tzt!'TH TO ACHIFVE I ASTIA M"2 Typical elevations,design pressures
USE 114'4 RV TAPCONS OR I-'A*E'-G0 UL TRACONS OR 3f;9*MY CONCRE---7AAS(,'-Ry A14D 2X FPA.%A;%G AS A IXUN WND 6 Door panel construction details
FORVE RESISTING 8Y��M-1 C�PABLC O�P Sidelite panel construction details
FOUNDATION IS THE R5SPON5131LITYOF THE ENGiNEP.R OR 8 1 Glazing details
t MINIMUM EMBELY.!E"N'l AND EDGE DISTANCE EXCLUDEWALL MICHITEGT OF RECO�RO FOR IHIfPR0jFCT OF INSTALLATION.
CINISHES.INCLUDING BUT NOT LIMITED TO STUCCO,FOAM.BRICI', 9 Vertical cross sections 7-
INSTALLATfUN ANCHORSAND ASS&-'IATEV IiARDWARE muST BC ANCHORED TO PROPERLY TRANSFER ALL L OADS T,r THE 11 Horizontal cross sections C'
MADE OF CrJkRO�SIGN RESISTANT VATERIAL 12 Horizontal cross sections LIJ Y)
tu
FOR 14OLLOWDLrCIT AND GROUT FILLED DLCCK�DO NOT INSTALL 4, THE INSTALLATION OEIAI0'6ESCF-J8EEI HEREiN ARE GENERIC 14 Vertical.&Horizontal cross sections
VEkSURED FROU rRE5 FDGE OF BLOCK OR EDOE OF MIORTAl SITE..IF S)T�CONDIIMS CAUSE INSTALLATION TO DEVIATT- '15 Horizontal cross sections
JOINT 1.4TO rAC--SHELL OF BLOCK., rROM TH�REOUIREMENTS DETAILED HEREIN.A LICENSED
— --' DOCUMENTS =USE='^'HIt"D0 "=~'IN"°~MitZ 17 Buck anchoring
%NITid,ANCHOR F.WJIJFAGTUqFR'S INSTALLATION WST'RUCTIONS, AREAS Z
THE ANCI[OR- S. APPRO%Ii�D IMPACT PROTECTIVE SYSTEM IS NOT RECUIRCP 19
20 Frame anchoring
LL
11. INSTAI LA71ON ANCHOR CAPACITIES FORPRODUCTS HEREIN ARE 6. F-RA.%,E is MULLION MATVRIAUW;C��O OR I-�C
~ ~~~
PROPER
� ^u�o ° � Frame anchoring
I Frame anchoring A
24 Buck anchoring
25 Frame anchoring
26 Components
27 Components
---'—' ----- --'
Reason:I afn approving this document SHEET:
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37.50't,lAk O.A. 3 7.50"MAX.O.A.
FRAME WIDTH FRAME VVIDTH
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DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE
&P'.
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---
FRAME LITE DESIGN PRESSURE(PSF)
-
DIMENSION TYPE
POSITIVE
RECTANGULAR +60.0 -60.0
137.50"X 80.50" lu
OVAL- P z-75.0 .75.0 ,c .1 R
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FL-20867.1
5HEET; 2 OF 29
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FRAME WIDTH ................... FRAME W16-TH--——-----------
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CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL z ....
MAX.
DESIGN PRESSURE(PSF)
CONFIGURATIO FRAME JAMB&MULLION TYPE
...........
DIMENSION -NEGATIVE :r
WOOD +60.0 -70.0
oXlxO 74.75"X 80.50"
55.0 -55.0
PVC
WOOD +55.0 -5
..............................
OX0 il 12.00"X 80.50"!
5.0
PVC + 0.-55 55 0- Z-3
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DWG't:FL-20867ol
SHEET: 3 of 29
7 5,50"LAAX.0A 1 113.50*MAX.0 A. TR Z
FRANIE WlDtH ................................. FRAME VVIOTH -i
-�!-,75-MULLION i i—41--.75"NIULUON
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37.25,NVI x 3?,50`MAX- 37.25"MAX
Ff',Af,IE VVIOTH FRAME VVIDTH^ FRAME WIDTH FRAMEAl H
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CONFIGURATION FRAME JAMB&MULLION-TYPE DESIGN PRESSURE(P-S�]
DIMENSION
Y --POSITIVE f-NEGATIVE-
WOOD +60.0 -70.0
Oxlxo 175.50"X 80.50"
PVC
-7--55-0
+55.0
13.50"X 80.50" WOOD -55.0
I ? — --PVC- z
........................—J.
..........
C)WG M
FL-20867.1
SHEET: 4 OF29
M LI
......................... 150.00" MAX O.A.FRAME WIDTH
74,00"MAX.FRAME WIDTH
75"MULLION
74.00'MAX.0,A, I-
37.25"MAX.FRAME WIDTH- ---
FRAME WIDTH
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CONFIGURATION 4 FRAME
ALUMINUM ASTRAGAL PVC ASTRAGAL
if DIMENSION -kz
R-
POSITIVE NEGATIVE POSITIVE {-NEGATIVE
xx X 80.50"74.00 +55.0 -55.0 +47.0 -47.0
Oxxo 1150.00"X 80.50" +55.0 1 -55.0 +47.0 1 -47.0 4 a'Jll
X. uz
Dwr'#:
FL-20867.1
SHEET: 5 ni
LVL STILE
FIBE
RGLASS SKIN S EE SHT 8 PVC STILE CAP
CORE i INTERIOR
$
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1.56 r5_
1,22"
121!is Iv,
t57-
TOP RAIL
EXTERIOR a _j
PVC SEE DETAIL 2 LVL LOCK BLOCK z
PVC STILE CAP LVL STILE
UJ 0 vi
HORIZONTAL CROSS SECTION
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FOAM CORE FIBERGLASS r, w Q
35,75 SKIN 0 z
35,75 28 "s
PANEL WIDTH i PANELWIDTH z a z
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HARDWARE 1.36"__LOE�_si T-" mi
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2 lChlK LOCK&DEADBOLT COMBO z v)
SIGNATURE SERIES qDl
LOCK&DEADBOLT CON460
(l_v_qLAZED DOOR KWIKSET
q-l�GLAZED DOOR ............................ I SIGNATURE SERIES,980
FIBERGLASS SKIN:0.079"THICK MIN. i LOCK:F-SERIES
2 VERTICAL CROSS SECTION DWG
FIBERGLASS SKIN;0.079-THICK MIN. FOAM CORE:POLYURETHANE SCHU*,GE -.5 FL-20867.1
FOAM CORE:POLYURETHANE DEADSOLT:Hop
SHEET: 6 OF 29
FIBERGLASS SKIN
i SEE SHT 8
FOAM CORE INTERIOR
I ,-LVL TOP RAIL
EXTERIOR
SEE DETAIL 1 LVLSTILE
LVL STILE w uj
FIBERGLASS SKIN Z 0
HORIZONTAL CROSS SECTION w L 5
, 1 21, my
—7)15,61" FOAM CORE W, m z
PANEL WIDTH Z cr,
21'D.L.O.
o FIBERGLASS YARN cy,<��ym k
lc-:, I REINFORCEMENT
FIBERGLASS SKIN INTERIOR
DETAIL I SEE SHT 8
0
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14,
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1.25'
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SIDELITE PANEL E)wc"#:
12�- FIBERGLASS SKIN:0.079"THICK WN, FL-20867.1
FOAM CORE:POLYURETHANE SHEET, 7 o.F 29-
STRUCTURAL SILICONE STRUCTURAL SILICONE e
(Aa IiR rf,, I
rf (SEE NOTE 1) , r (SEE NOTE 1)
1 �-ALUMINUM/BUTYL I;J -ALUMINUM SPACER
=8 X 1-1,8'SELr'`Z SPACER SYSTEM
THREADING SCREW THREADING SCREW,r-ti8"ANNEALED GLASS � \• / '� r118"ANNEALED GLASS
/ J 1 0.090-PVB INTERLAYER ! ' -0.090"PVB INTERLAYER
s DUPONT BUTACITE OR ABP INTERLAYER ;_�� DUPONT BUTACITE OR ABP INTERLAYER
1.72" /C —118'ANNEALED GLASS 1.72' —1l8"ANIJEALED GLASS o
ti
^f —AIR SPACE I ` i-s AIR SPACE
1 i8'TEMPERED GLASS d 1/8"TEMPERED GLASS a FQ v j k
1'O.A.THK GLASS I / �-1"O.A.TNK GLASS 0 o ix _
I— o+ v 112'GLASS BITE J --112"GLASS BITE a t z m m m
STRUCTURAL SILICONE STRUCTURAL SILICONE--y
z� a
(SEE NOTE 1) (SEE NOTE 1`) � uui o'k 7 f
G1 GLAZING DETAIL 11 GLAZING DETAIL 63 Q uJ
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- STRUCTURAL SILICONE / STRUCTURAL SILICONE e
<B \ /// (SEE NOTE 1) B8 f/f( (SEE NOTE 1)
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THREADING SCREW THREADINGSGREbN ` / �• r
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�0 090"PVB INTERLAYER y f �` 0.090"PVB INTERLAYER C) z
DUPONT BUTACITE OR ABP INTERLAYER ; ' I^DUPONT BUTACITE OR ABP INTERLAYER
1.72" -1/8"AtNEALED GLASS 1.72" c�''-1/8"ANNEALED GLASS
AIR SPACE -AIR SPACE
118"TEMPERED GLASS J" I ,�` 1l8"TEMPERED GLASS
-1"O.A.THK GLASS J j �-1"O.A.THK GLASS
STRUCTURAL;SILICONE-.G L.50"GLASS BITE STRUCTURAL SILICONE-fJ I—.50"GLASS BITE
(SEE NOTE 1) (SEE NOTE 1) z
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NOTE: A8\ FLUSH GLAZED FRAME /nB�MAHOGANY LITE FRAME_ FL-ZOS67.1
1. STRUCTURAL SILICONE OPTIONS:SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE L. ABS OR PGASA 1' ABS OR PCiASA
SHEET: 8 OF 27
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1. SCREWS THRU HEAD JAMB AND SILL.EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. FL-20867.1
5HEET:1
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NOTE: FL-20867.1
1.SIDELITE SCREWS LOCATED.6'FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS- SHEET
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to d;0 01,ASS
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NOTE- DW&#:
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SHEET;12 �F 29
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6 EX7"ERIOR ` h�l�
EXTERIOR w e ��_
EXTERIOR o
w �
t^�HORIZONTAL CROSS-SECTION i� HORIZONTAL CROSS SECTION U
INTERIOR
3 , I--q7,, e,; O
I INTERIOR 1' H
/n �. z
(SEE NOTE 1}ti� / �✓r�j� + 12)
12 V31 /r, 4� lz
11 (SEE NOi'E i} ui
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EXTERIOR a
N t7. �''•
on-
r3`ti HORIZONTAL CROSS SECTION 4\ HORIZONTAL CROSS SECTION %�dJy' ��••'
w mco W
- -
a" ? "z v z
NOTE: FL-20867.I
i.SIDEL ITE SCREWS LOCATED b-FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FRONT THE END SCREWS. 5HEET:13 OF G 9
i 1
1-v?"r.1IN �;. 1.1;4"MIN
Ervin(TYP) Et f8(TYP)
SHEET ROCK
SHEET POCK
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FURRING
FURRING
Qjj;tlr,jjS �l. INTERIOR (SEE NOTE 2;- { o cJai i.
INTERIOR n$
CAN
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EXTERIOR
EXTERIOR �J r
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Direct to masonry -' Direct to masonry N
(5-114"min jamb) (5-114'rain jamb) z
z
CK)- 0
SHEET ROCK Z, /-SHEET ROCK 1-4
LIJ
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(SEE NOTE 11 v
EXTERIOR �` ! EXTERIOR INTERIOR vd •` !�.-' G:-•
INTERIOR
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3 ,, VERTICAL CROSS SECTION VERTICAL CROSS SECTION I m z
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i-.-r.-.___Direct to masonry 'I J direct to mason v z_�_ Y z <
- - h -- - -- - ----- - - a-
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NOTE: owG r.:
1. SCREWS THRU HEAD JAMB AND SILL,EACH SCREWS LOCATED 113 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. FL-20867.1
2.SIDELITE SCREWS LOCATED 6"FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS'. SHEET.14 OF 29
EMB.(TYP)
oo
INTERIOR Z,
r EMB(TYP) {11 f s F ra F n
—SHEET ROCKOX0 T.
✓/ / / j a w
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INTERIOR EXTERIOR co a
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15: SHOWN W/2X WOOD BUCK
1-1/4"KIIN H o
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EXTERIOR CPI
11 ° > v
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ui
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rect to masonry ID z
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- -- - - -- -- - -- - ------- — - - EXTERIQR`— (� 8i- - ` Z - -� - — — -- n o- i�- =y z
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HORIZONTAL CROSS SECTION DW&M
SHOWN W1 1X WOOD BUCK FL-20867.1
5HEET:15 of 29
SEE HINGE
TAL I
4'
4 AND JAMBS 2X BUCK
IX BUCK nL, I X BUCK
TYP.HEAD 2X BUCK
UP DIRECT TO
-5)DIRECT T 6 Zz
MASONRY Z 6
MASONRY,
1b e
I X12X BUCK TYP.HEAD
0
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6C 12 �: ?
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DETAIL 2 G 2X BUCK
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T
MASONRY DYP.SILL
E
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HINGE DETAIL 2 J LIJ
Lu
HINGE JAMB FRAME ANCHORING
BUCK ANCHORING STRIKE JAMB
Masonry nonstruc6on C;
CONCRETE ANCHOR NOTES: I [J
e
0............1.Concrete anchor locations noted as"MAX ON CENTER'and at the comers must be
adjusted to maintain min:edge distance to mortar joints. Additional concrete anchors Al,C�
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded.
2.Concrete anchor table:
0,
ANCHOR ANCHOR U14.CI,',VAN'E JINCLEAPJkNCET0 2X BUCK
IYTYPE. SIZE En PY TO MAIS ECG A DJU TI.ICNT AMCHO
7
--(D
IXBUCK N
114" 1-1 1 1., �'Al
TAPCON 1 1-114" 2" 4' ZI *P - f
DIRECTTo(;�)
V MASONRYII 1-1/4 Z
I I L Ir Ll-'111 W
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11VI au i I 2L IVA)
--1--1'[4—
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I i In
WOOD SCREW IN -'INSTALLATION NOTES- STRIKE PLATE DETAIL ()W&U:
1.Maintain a min.5/8"edgedistance;& 1"o.c.spacing of wood screws to prevent FL-20867.1
splitting of-wood. SHEET:16 OF-29
---------- —14
TYP.HEAD
JAPABS
'
IX12X BUCK Z"
15.13-MAX.
FOR REF.ONLY O-C.(TYP.)
MASONRY—\
OPENING
71
BUCK ANCHORING
�V. 4r
CONCRETE ANCHOR NOTES: .0............
AM
1.Concrete anchor locations noted as"MAX ON CENTER".and at the corners must be 0 /-,-. A
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors may be
-required-to ensure the"MAX ON CENTER"dimensions are not exceeded.
2.Concrete anchor table:
MXHOR 144CHOR 11" tiw,cLr,,Rf.ncr. MIN WAPANCE 10 FOR XO' OX&XX
VP
T-YPE SIZE ENS16EuTI 10 ANUSPAR-4 ANCHUR CONFIGURATIONS
li4** 1-114" 2". 4� :2
,AP
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nV BUILDEX 16
TAPC014t' 3/16' 1-114" 1 3- 1-1/2" DW&#:
WOOD SCREW INSTALLATION NOTES: FL-20867.1
1.Maintain a min,518"edge distance.& 1"o.c.spacing of wood screws to prevent splitting of wood. _15HEET.17 OF 29
4'
SEE HINGE f/ 4-
�D.ETAIL 1
A
L Coo '��ii)2X BUCK
1 X SUCK DIRECT TO
MASONRY
'0'00.MAX
TYP,HEAD STRIKE PLATE DETAIL
0
0.c.(T)R) IX12X BUCK &JAMBS 14"NVIIX C3 z
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zo
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DETAIL 2 HINGE DETAIL I to
41 z
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TYP.SILL 6
G 2X BUCK >
I)
N
a a ix BUCK Lij
L-i P DIRECT TO
•HINGE JAMB FRAME ANCHORING STRIKE MULLION I MASONRY
Masonry construction
CONCRETE ANCHOR NOTES: HINGE DETAIL 2 1 z
1.Concrete anchor locations noted as"MAX ON CENTER"and at the comers must be 0
d
,adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors C14)a16 1:1�77,I-
may be required to ensure the"MAX ON CENTER".dimensions are not exceeded.
--7— � 7
, 0 2
v
2X
ANCHOR A 1101i N. 1IN.CLEARA'.CE N CLEAFtNrE TO - X -
TYPE SIZE 1EMBEMAENT1 rOMASU-NRYEDGE
(n
ITIV 8UILDrX
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108
LTRACO
ITSS BUILD ca
3/16"
to w
TA I-1 1 4- 3 1-112' z
z 1'e U-_
n-P-13: I-:Z-m ——
WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-'8-\-�—%J]' -� 10 tn
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 D%kl&4:
to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fall Mullion) (Two-piece Fat Mullion) FL-20867.1
SHEET:18 OF 29
1 ...
SEE HINGE
DETAIL i
H-)2.X BUCK
(L)I A BUCK
DIRECT TO
z
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MASONRY 0 ZE
TYP.HEAD STRIKE DETAIL I
z—ASTR a z
0�c� T"p) 1X12X BUCK &JAJABS AGAL SHOW14 C.0 y- 4 'm-S
FOR REF ONLY Ly �z m)
DOOR FRAME ce n Z
--OG 2X BUCK P,
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61
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Vfj HINGE DETAIL I V)
t
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TYP.SILL
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DIRECT TO
HINGE JAMB 44 FRAME ANCHORING ASTRAGAL NIASONRY
Masonry construction
CONCRETE ANCHOR NOTES: H1NGE DETAIL 2 z
1.Concrete anchor locations noted as"MAX ON CENTER"and at the corners must be 0
adjusted to maintain min.edge distance to mortar joints. Additional concrete anchors
,7
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 0 ,
-
A% J
&G
TYPF DEDIAENTI%10 wNSONRY COGE .ADJUS I%I t4T".rC�JORJ
ITW BUIL06cX 1/4" 4"
TAPCOri
ELCO f 4-
1111RAMI 114
]
ITVIBUILDD'
TAPCONC] 3l16" 1-114" 1 3- 1-1t2- :5:tn
V�60D SCREW INSTALLATION NOTES: VIEWA-A VIEW B-B 10
1.Maintain a min.518"edge distance,&1"o.c.spacing of wood screws
Astragal Strike Ca Head Astragal Strike 4@ Sitl FL-20867.1
to prevent splitting of wood.
ISHEET:200F 29
�
WOJ
JAMBS
Fi
I X12X SUCK co
FOR REF.ONLY
MASONRY 01
OPENING
1-4
LU
dot
BUCk ANCHORING
\adjusted to maintain min.edge
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations noted as"MAX ON,CENTER'and at the corners,must be FOR OXO Z,-
. -- _' __._' '
ions are not exceeded.
required~ensure t e '2.Concrete anchor table:
LW
--
WOOD SCREW INSTALLATION NOTES:
1.Maintain a min.5/8'edge distance, o.c.spacing of wood screws to prevent splitting of wood. -15-"ET'21 OF 29
----' ---
'
.... .......
-SEE HINGE A A T YP.
\DETAIL 1
2Y.BUCK
r I X BUCK
DIRECT TO 0, Z6
MASONRY >-
STRIKE PLATE DETAIL
3100"MAX. C,
TYP.HEAD 14"MAX. z
o'c' yr) IX12X BUCK &JAMBS
<
W
<DF
DOORFRAME- Z,
a e W .
MASONRY
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SEE HINGE
DETAIL 2 �rYHINGE DETAIL I
F H z ii
TYP.SILL 6
>
I J
I T. In
o
STRIKE MULLION HINGE MULLION
FRAME ANCHORING
Masonry construction
HINGE DETAIL 2 1 az IJ I L
CONCRETE ANCHOR NOTES:
0
1.Concrete anchor locitions noted as"MAX ON CENTER"and at the corners Must be . ..........
adjusted 16 maintain min.edge distance.to mortar joints, Additional concrete anchors 104&6'1�7! U.C)
0)
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded. 2X
-1 _; L.,J
2X
LL
z
ANCHOR PAN.
,Wci�ap. MIN CUARANCE TO (K1 6)�l�7 ,
TYPE SIZ,.F� EMBEDNAEUT ACIJUSTMEN'T
ILM
otia"I 114- 1-1
V1 11(i �,,,4i"', E:
W 2'- 4- �n
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4
1
UL`A0Ni 1/4' 1-114" 1" P zM�z MNOUL 1-1W 12J J
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rArconl _ � 0 - X—XLn_ 4x 0 ' I Q
WOOD SCREW INSTALLATION NOTES: VIEW A-A VIEW A-A VIEW B-B VIEW B-B OW&ttt
1.Maintain a min,5/8"edge distance,& 1"o.c,spacing of wood screws Head to mullion Tfead to mullion attachment Sill to mullion attachment Sill to mullion attachment FL-20 867.1
(Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
to prevent splitting of wood. ShEETO.
22-OF 29 1
1 6 A;S
14
4" 6' TYR.
SEE HINGE
\DETAIL 1 K
L
2X SUCK
I X BUCK
�gDIRECT TO
STRIKE PLATE DETAIL
0 C)'""MASONRY
ll�
-'t\i`}t_
TYR HEAD
(TYO.) lV2X BUCK- JAMQ3 L"Cl�11T ZU 20 WK
< �:-
F)
DOOR FRAME— z
61 Z:�
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CS-
MASONRY
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SEE HINGE HINGE DETAIL I
DETAIL 2 V)
P,SILL 6 Lo
F T-I
LU LU
V)
LU
HINGE JAMB FRAME ANCHORING STRIKE JAMB -CE
Masonry construction
HWGE IL 2
CONCRETE ANCHOR NOTES: \"W
1.Concrete anchor loactions noted as"MAX ON CENTER'and'at the corners must be 0
adjusted to maintain min.edge distance to mArtar joints' Additional concrete anchors
may be required to ensure the"MAX ON CENTER"dimensions are not exceeded.
LL
Lo N
ANCHORI 'AlIC11- CLEARANCE CLEARANCE TO
tASONRY CDO, '=USTME .'"OR�
114- 1-114" I 2 4-
ELCO 4�
ElILTRACON.1 1/4- 1-114" 'n
z
1 -1/4- 3- 1-1/2- .....
WOOD SCREW INSTALLATION NOTES: bW&
1.Maintain a min.518"edge distance,& 1"o.c.spacing ofwood screws FL-20867.1
to prevent splitting of wood. SH�EET:q Q
OF 29
� 1
I--?4-f— —14'
— i
---
:utr�t ran a rrnuc
i TYP,IiEAID O f i ,..:i e.s.,rX'
n j $JAMB
I a
N U
o U a �i
ii a i z C� v 1XI2X BUCK—� R I I } °° H
UJ
co 32
`- IS,a 3"MAX.
O:C.(TYP.) oa M
I� FOR REF.ONLY I —
0
MASONRY- 1 >
t m
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I O
V)
H �•
Ix{ >
i 01 i) i LUIn
BUCK ANCHORING
d
FOR 0X7C0 z
CONCRETE ANCHOR NOTES:
CONFIGURATIONS
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
- - V
eq
ruired to ensure the"MAX ON CENTER"dimensions are not-exceeded. LL`h
2.Concrete anchor table: n J c F-1�.
khCNOR At:CIfORI p7lt:. btlN.CIEARA.'�CE CLE taln AR7.t:CE r0
`` 1
_V FIE SIZE lEnkEDraEt.'T�TO64".sOPIRrf,'JGE ADJUSTtAENrANit:OR • 1•••QF�•"�e
I Ic.`J 6111L�JEX I
1/4" � 1-114" 2" 4" i
a 11
i EICD Q va° 1-114' 1.• 4. -S w . Z m Q
to
I!TW Bfd1t.DEX
3116 1-1/4 3 - -•--- - --— ._.. _e�-------�- ------ ------ --- --- a n }� u-�-
��o 0 " " '
WOOD SCREW INSTALLATION NOTES: ewe�:;q: 867.1
1.Maintain a min.5/8"edge distance,&1"o.c.spacing of wood screws to prevent splitting of:wood. 5HEET:24 of Z 9