HomeMy WebLinkAboutProduct Approval 10-15-`15 12:10 FROM- T-041 P0002/0008 F-165
10/15/2015 Florida Building Code Online
•>ri. _:>•�- S:ii. c.'1 d^s,": - .i3".`` ,�:...�ri5i:'a_T.:.;,
!•' •.
.,.,..✓ ,...;�.e:c:,:. 1 ri�<i,;i�.M,ty^'•,'y>i4C t .J..._. �,ti}�ti>S.a�s;.:7 s"u'r�.. ^.�!s;• ...
' ;>S^s-i.."�•�^r,',-...� .�' L�`�:r•'aS�3 av�•.�:nx�,�'.,I(y3�.`.Y�w _^`rrov-;}:.v:.:.'�.s� _ '�`._ v �,y,K:" z^5i:::'.
::}y!iwi^..'�il. •• ." ``-r,uGi:J:.v'•9s:y'..-L'.SS;"'v'�.C:Y ...1:t�'""', �'r� j"\L:. `Y ^ 'Y �•»•tom _
.ttrtl=.^.%'i��` ".Lu'Ji�1cS�'��'." r:,:�`'�:�c. '�•. .,.'�:.-xr � _,u, � sib
:!?s.y: 4''�'4,;�, 3 i-vs.. ��.a'wi�?Yar..^�'..1>> � n':...Wit. 'k�5:(�~',:s.' �.=.9�'Ci: �•`iRE� ,d}�s. ,�;`�;c.
....� si_;i-3a� � ;?tea, 2"e.. c +L,�;'':�'��7``�,�:y �.Y,,�,.:.. '�,�i'i`�'`r-�`�.� .•�'t�E �c' x=c
�+s«- `+�'`-,:���B��z>��y��',_4�X_�����gi'�� x'iyy'> .:.s��'3i �7��� s�i'1•'� �'µ�<� a��-.i 's�''"+ _ 4...
�:5;_^Y\arl-y-':.'Y��-�;ua st=ir'^t�._z�*p•'r�S.,. ..t,a':�:,c..,..++cc',,'7 i�S. ''3..�:'�._ 'c-'•a '?.y..,n ,.,e:.ti .���:`.. -,N.:.
�.^.Y.,. ,-i:.,-;,x1..�11i'i(y^v '3'i:l .:3. -•4.. .yY.. -'.:fr.:.:t.Yr'.sin••��"S. '�rr3i1.
%;�=�v�('.er�.:`.: rte"`-•�n;a�i ..c�ir>:vS.n,. .;,.. .2,.yys'r. �:�.s3` �..v�'o :t:•if:F-` s.�`
i'�'�a,
,�k� "•:` :;+. .�. L.+o). ..}.1�.
^=M1•S' y..-._:,'. s...v,Q •^ o �:f..>2�.. ws Y s 3.,3.,
.:j::-:::':::;;,e�;;:.'-' BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
Business :�,
Product Approval
ro�essi�n�l4-b
USER:Public UserP
6.d^3 57 bn
Wad I
product r_noroval I`lents>�'mdu t or toplicat;nrt;ca:Gil>:iarL^arinn i'st>Application Detail
.:I�zSy;iE�uf.•ree _4.�i`i''
FL FL16050 Rl
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer US Aluminum Inc.- Division of CR Laurence
Address/Phone/Email US Aluminum Inc.
Vernon,CA 90058-1826
(472)937-9651
Don—Willard@usalum.com
Authorized Signature Luis Lomas
rllomas@lrlomaspe.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
{= Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Luis Roberto Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16050 RI COI FLCOI.pdf
Referenced Standard and Year(of Standard) Standard year
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https:/hvww,floridabuilding.or.ypr/pr app dtl.aspx?param=wGEVXQwtDgIFPmdYiNDWr6CiOe594W8V.2fOg6YgH%a2bjYaZp8c°/.2bxSYNduw%3d°/a3d 113
10-15-'15 12:10 FROM- T-041 P0003/0008 F-165
10115/2015 Florida Building Code Online
Date Submitted 06/2512015
Date Validated 06/3012015
Date Pending FBC Approval 07/05/2015
Date Approved 08/19/2015
Summary of Products
-..... ... ..... --- -..._.__. _.._...__.._..........._.... -- -._.._._. ............._.... ... _....................._ ...... ..... ...
FL# Model,Number or Name Description
16050.1 >SERIES 250 DOOR I SERIES 250 DOOR SiNGLE AND DOUBLE NON IMPACT
: ...._........... _....................... _.. ;. _._..._._..._......... ..... .. ..... ...._...._....._...—_.. .......
i Limits of Use i Installation Instructions
Approved for use in HVHZ:No FLIG050 RL 11 08-01828A.pdf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514
j Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
i Other. REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16050 RI A-E 5Q515A.of
i PRESSURE RATINGS i Created by Independent Third Party: Yes
:..._._..- -... .._.__..._........... .... ...._...._.... .... ... . ............ ............_...._....;...........--- - -- ...._..._....- -----..._.... .... ......-
16050.2 j SERIES 400 MEDIUM STILE DOUBLE SERIES 400 MEDIUM STILE DOUBLE DOOR NON IMPACT
!DOOR
i Limits of Use Installation Instructions
Approved for use in HVHZ:No i FL16050 Rl 11 08-01_835A.odf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514
i Impact Resistant:No I Created by Independent Third Party: Yes
I Design Pressure. N/A !Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN F1.16050 Rl AE 512522A udf
I PRESSURE RATINGS ! Created by Independent Third Party: Yes
�.._....-----.._._..._._....._ ..... . . . . ..................... . ....i............... ........._.._..—.............................................
......... ... ....._...__..............._
... .. ... .. ... .. ._... _ ..... ......... .._.....,.................. -'-----------............ ............. .. .. ._......---
16050.3 SERIES 400 MEDIUM STILE SINGLE !SERIES 400 MEDIUM STILE SINGLE DOOR NON IMPACT
`DOOR 1
�.._.. -............ ---------=-----------.._... . ---- --................... ... ... ... .._._..__..__... .......
Limits of Use €Installation Instructions
Approved for use in HVHZ:No ? FL16050 Rl II 08-01801A.pdF
Approved for use outside HVHZ:Yes s Verified By: Luis Roberto Lomas 62514
Impact Resistant:No s Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16050 R1 AE 512487A.pdf
!!!PRESSURE RATINGS Created by Independent Third Party: Yes
- - -- -
...._........_........._....... --.-.. - - -- -- ....._.._......_....._................ ................-- -.._._..;
---........................._..._. .__._._.._.... __............................ -......----.._...._._.._._...._......_. .._....._............................................................-.._.....
...........i
16050.4 SERIES 550 DOUBLE DOOR SERIES 550 DOUBLE DOOR NON IMPACT
----..........-.......
-......... ----- --- - -- ----_
Limits of Use j Installation Instructions
Approved for use in HVHZ:No FL16050 RI II 08-01836A.pdf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant:No ; Created by Independent Third Party:Yes i
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN i FL16050 R1 AE 512523A,Pdf
PRESSURE RATINGS i Created by Independent Third Party:Yes
--------
...._...---
... —_._..- - ---...----------------------------
16050.S
--16050.5 SERIES-550 SINGLE DOOR _ ---�SERIES 550 SINGLE DOOR NON IMPACT
Limits of Use Installation Instructions
Approved for use in HVHZ:No I FL16050 R1 iI 08-01839A.pdf
Approved for use outside HVHZ:Yes ; Verified By: Luis Roberta Lomas 62514 i
Impact Resistant:No i Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16050 RI AE 51�2526A.ydf
PRESSURE RATINGS Created by Independent Third Party:Yes
-..__.__..................................--.............
..._..=
16050.6 - - SERIES 800 DOUBLE DOOR --- SERIES 800 DOUBLE DOOR NON IMPACT _ —
._ - 1
Limits of Use Installation Instructions 1
Approved for use in HVHZ: No ! FL16050 Rl II 08-01837A.pdf i
Approved for use outside HVHZ:Yes 1 Verified By: Luis Roberto Lomas 62514 I
Impact Resistant:No } Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL16050 RI AE 512524A.pdf
PRESSURE RATINGS Created by Independent Third Party:Yes
16050.7SERIES 800 SINGLE DOOR 'SERIES 800 SINGLE DOOR NON IMPACT
--------............ -._.. _._..-----._.._........_.....-- ---.._................._Ii_........__.. ------ _....-- --------
----------------
------._....-----._...._;
Limits of Use ;Installation Instructions
Approved for use in HVHZ:No j FL16050 PI II 08-01840A.Pdf
Approved for use outside HVHZ:Yes : Verified By: Luis Roberto Lomas 62514
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other.REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN, FL16050 RI AE 512527A.pdf j
PRESSURE RATINGS i Created by Independent Third Party:Yes
-
haps:/Iwww.floridabuilding.orgipr/pr app_dti.aspx?param=wGEVXQMDgIFPmdYiNDWr6CiOe594W8%2fOg6YgH%2bjYaZpBc°/a2bxSYNduw%3d%3d 213
10-15-'15 12:11 FROM- T-041 P0004/0008 F-165
10/1612015 Florida Building Code Online
16050.8 SERIES 850 DOUBLE DOOR SERIES 850 DOUBLE DOOR NON IMPACT
_.._..._._........ .........., ..._.._.... .... ., .__......_....-.......
Limits of use 14 Installation instructions
Approved for use in HVHZ:No f FL16050 RL 11 08-01838p.odf
Approved for use outside HVHZ:Yes ! Verified By: Luis Roberto Lomas 62514
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A !Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN 1 FL16050 RI AE 5I2525A odf
PRESSURE RATINGS Created by Independent Third Party: Yes
16050.9 i SERIES 850 SINGLE DOOR SERIES 850 SiNGLE DOOR NON IMPACT
Limits of Use Installation instructions
; Approved for use in HVHZ:Na FL1605Q Ri II 08-Qtg41Aodf
Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN': FLI6050 BI AE SI2528A.ndf
PRESSURE RATINGS Created by Independent Third Party:Yes
Contact us::194o North Monroe Street Tallahassee FL 32399 Phone:850.487-1824
The State of Florida Is an AA/EEO employer.Q21Lneht 7007-2013 State of Florida.:*Privacy Statemen[::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records,If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850A87,1395,*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalls 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,bM_.
Product AAppptr�oval Accepts:
SCCtirIC'Stb 1'ttt4+
https:/Avww.fioridabuilding.orgtpr/pr app dtl.aspx?param=wGEV)(QwlDgtFPmdYINDWr6CiOe594W8%2fOg6YgH°/a2bjYaZp8c%2bxSYNduw%3d%a3d 3/3
N
m
I
L.T1
REVISIONS
I REJ DES MnONDATE APPROVED
NOTES: Ln
A REVISED INSTAL:.4TGly OSTALS C5/11/;5 R.L.
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH N
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY N
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. aj
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED O
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR CO-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS,
5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E1300-04, WITH TEMPERED GLASS
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS,
8. SHIM AS REQUIRED AT EACH INSTALLA71ON ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/2".
9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
10. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11, FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 4,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8' THICK MINIMUM
SIGNED:05/1 f/2015 -9
US ALUMINUM ���okll ljfill.,of cm
DIVISION N
CEL—RIVER RD., ROCKHILL, SC 1
72029730 �tiv\5�G E IY
TABLE OF CONTENTS SERIES 400 DOUBLE DOOR
NON IMPACT =.pKtsri� cm
SHEET N0.' DESCRIPTION NOTES r7�, TAT OF �
1. NOTES DRAWN: Owo NO, LrI
R V
2 ELEVATIONS sAp cab catE 08-01835 A I1IAL,E����\ m
3 — 4 INSTALLATION DETAILS NTS 10/22/12 1 OF 4 m
00
171
I
N
L31
..........
N
I
N
Ln
REMWue
99 1/2" MAX FRAME WITH sEv cEscRarov DATE APPRUM Ln
47 13/16 PANEL WIDTH
A REVISED INSTALLATION DETA:>_5 !05/11/1:5 R.L.
�
42 13/16
4" MAX �^�14" MAX O.C. DLO W
-� 4" MAX
a
ss 7/8" \\ 1s"
DLO / \ MAX 0.0
-T
PANEL \
HEIGHT \
97 3/4" ' Design pressure rating(pso
MAX \ O O Panel Panolw)dtn(in
FRAME \ W!ght 21,87 30.81 35,81 4281 47.81
HEIGHT \\ (in) Pos Nog POS Nog Poe Nog Pos Nog Peg Neg
78.19 44.9 449 40.7 40.7 37.5 37.5 33.7 33.7 31A 31.4
80.19 442 442 39.6 39,6 36.5 3&5 32.5 32.5 30.1 30.1
\ i / 8218 43.5 43.5 38.9 38,9 35.5 35.5 31.3 31.3 28.7 28.7
\ 83.79 43.2 432 3&S 383 35.0 S&D 30.7 30,7 28.0 28.0
r 4" MAX 85.19 421 42.1 37.2 372 33.5 33.5 Z8.9 2&9 26.0 26.0
F 1 88.19 41,4 41,4 363 6,3 325 32,5 7,7 27.7 24,7 24.7
90.19 40.7 40,7 35,5 35.5 31.5 31.5 as 28. .4 23A
1 8219 40,0 40.0 34,6 34.8 38.5 30.5 25.3 25,3 22.0 22.0
} 94.79 39.3 39.3 33.7 33,7 29,5 29.5 24,1 24,1 20.7 20.7
4" MAX�I ! 19 1/2" MAX O.0 95.19 39.0 39.0 1 33.3 1 33.3 I 29.0 I WMV I a,b 73.5 1 20.0 1 20.0
SERIES 400 DOUBLE DOOR
EXTERIOR VIEW
DESIGN PRESSURE RA TING IMPACTR477NG
f20.OPSF
THIS SYSTEM WAS NOT TESTED FOR WATER NONE
IIVFILTRA-770M AND IS TO BE INSTALLED ONLY
WHERE THE WATER REOUIREMENT IS NOT NEEDED
SIGNED:05/11/2015 -3
DIVISION OF C.R.LLAUREN E CO.. INC. \\\�AUMINUM `�511.F....4l7r N
720 CEL-RIVER RD., ROCK HILL, SC 29730 ♦,J••\GENS•'I p
HARDWARE SCHEDULE \. �
A. PR-032 PULL HANDLE SERIES 400 DOUBLE DOOR �1k�•//�0,,..x�$$1
B. PR-034 PUSH BAR NON IMPACT =•tyXi4li0(rC{1 �1 m
NOTES i'JO''. SSTAT OFA, m
C. DH-129 HOOK BOLT LOCK ORAWN: 17,10 NCI. acv i/��'�P .Z0RIOP G\�� !
D. (4) OH-009 FIVE BARREL STAINLES STEEL HINGE AP08--01835 A *''6/�N
E
E. DM006 FLUSH BOLT (TOP & BOTTOM INACTNE PANEL) NTS `1 10/22/12 2 OF 4 W
!
I-�
C1)
LT1
N
m
I
N
Ln
kEVS�ORS I
kEV CESC pnoN DATE 1 APPRCVED (71
A 1 REVISED INSTALLATION DETAILS 03/11/15 R.L. I-A
9/16" MIN. 7/8" MIN N
EDGE DISTANCE EDGE DISTANCE METAL HIM MAX.C •.
STRUCTURE �I SHIM SPACE I-)
! r S1HIM"SPACE OTHERS W
1 5/8" MIN. METAL t
EMBE MENT STRUCTURE #12 SMS OR �
WOOD FRAMING Q BY OTHERS SELF DRILLING +, INTERIOR 3
OR 2X BUCK SCREWS
BY OTHERS
1/2" f
jj12 WOOD 1 S"M J 7/8° MIN J
.�
SPACE DISTANCE I
SCREW
{--� #12 SMS OR L- EXTERIOR
I I SELF DRILLING
F-1 SCREW JAMB INSTALLATION DETAIL
ATICN
METAL STRUCTURE INSTALLATION
EXTERIOR INTERIOR EXTERIOR /2" MAX.
1
1 5/6MYN,� T�SHIM SPACE
EMSEDMENi
I
INTERIOR 9/16" MIN. I !
4 EDGE DISTANCE I 1 INTERIOR
1 'Ili
#12 WOOD 4.
#12 SMS OR SCREW
SELF DRILLING
SCREW WOOD FRAMING
1/2" MAX OR 2X BUCK EXTERIOR
r SHIM SPACE 1/2" MAX BY OTHERS
r
SHIM JAMB INSTALLATION DETAIL
• I SPACE WOOD FRAMING OR 2X BUCK INSTALLATION
- +1 1 5/8- MIN
EMBEDMENT
9/16" MIN t 718" MIN EDGE DISTANCE SIGNED:0511112015
I
EDGE DISTANCE VERTICAL CROSS SECTION US ALUMINUM �v"y111II'!�//�
VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION ��� 5 R• L O
WOOD FRAMING OR 2X BUCK INSTALLATION 72010EL0-Rl ER RD., ROCKHILL, SC 129780 `ter\\\CEYS�9S��
SERIES 400 DOUBLE DOOR =*; 0
NOTES: NON IMPACT
I.NTERIORAND EXTERIOR FINISHES,BYOTHERS, INSTALLATION DETAILS �r,'A, 7AT OFNOT SHOWN FOR CLAR
trr� m
2.PERIMETER AND JO!NSEALANT BY OTHERS TO BE DRAWN: DOC k0. REV ��FORIOQ;
DESIGNEDINACCORDANCEWIT14ASTME2112 AP 08-01835 A ;'//SlOpjAt.1E�\��\ m
SCALENTS D'`TE 10/22/12 SNET3 OF 4
hY'1
F-�
01
m
LT1
lEv OESCRIPt�R DATE APPRO14W
2 1/2' MIN. LTI
EDGE DISTANCE A REMSa.D ;NSTALLAiICV CETAILS 05/11/:5 ,R.L. N
CONCRETE/MASONRY {
BY OTHERS
•
'a• �.. 1 1/4" MIN.
° ;'• EMBEDMENT
OPTIONAL 1X BUCK
TO BE PROPERLY f 3
SECURED
SEE NOTE 3 SHEET 1
MAX. J
SHIM 1 1/4" MIN.
SPACE �i
EMBEDMENT
1/4" TAPCON 1/2" MAX.
SHIM SPACE
CONCRETE/MASONRY }
■ BY OTHERS
EXTERIOR ¢
1/4" TAPCON
INTERIOR
��
2 1/2" �}
MIN.
INTERIOR EDGE •'
DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETEaWONRY INSTALLATION
1/4" TAPCON
1/2" MAX
SHIM SPACE
OPTIONAL iX BUCK NOTES:
TO BE PROPERLY 7.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SECURED NOT SHOWN FOR CLARITY.
SEE NOTE 3 SHEET 1 f 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
M •a >a• ,• DESIGNED 1N ACCORDANCE WlTN ASTM E2112
' a• 1 1/4" MIN SIGNED:05/11/2015 ' 3
EMBEDMENT
•+ a %%kiliti
US ALUMINUM �� it
� L ii,,
CONCRETE/MASONRY DIVISION Of C.R. LAURENCE CO., INC. ���J�S,..,O,�
BY OTHERS 720 CEL—RIVER RD., ROCK HILL, SC 29730
VERTICAL CROSS SECTION
b
CONCRETE4VASONRYINSTALLATION SERIES 400 DOUBLE DOOR
NON IMPACT ¢`
INSTALLATION DETAILS0 00`
DRAWN: M NO. REV SFS.10Rti0.
AP 08-01835 A /// DhA 11 �� a)
scxE NTS G'TE 10/22/12 5ncG4 OF 4 co
00
N
LT1