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ProduCt Approval
Florid
rd USER: Public User.
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Product Approval Menu > Application Dual)
OFFICE OF THE FL # FL26942-R2
Application Type Revision
Code Version 2020
Application Status Approved
Comments
' 3R1f1.lYNrJ1S
Archived P (7elt 1YQ
NN'4 :1:IVS V NI *01(9fl'CSI11tWINHOJH9 aOJONV
Product Manufacturer Mr- �� j)QR!Ls;{$ ►Incj s te�a�jR&jf: 101N11331 EOA'S3lUNVf10
Address/Phone/Email 8051 NW 3
%-,.. 212I()l (I.NV r)NIIVNI:IXU3 21U:1'A3Vbf133Y
Medley, F
(305)(40 g21M.1.30110:1 371HISN0dS:1)i SNIVI\:1V 21013VVIN033H1
illfses@mr--"*Tf'§9WIfl-DIVd:I(I N0N'SN011V31J133dSONV
SNV'ld .L)3f021d HILL II.L1:11 :1JNVI'1dWo:) KOSJ f013V81N033H1
Authorized Signature Uli ..
ulis �s % jW9P 3810N 11VHS S1N3WW00?JO SiJNi)1 M,
,IN3Wf1J0CI .LJV'dIN0a UNV
Technical Representative Augu&Q0W N9I5e1a 1111A% UNINNo:1NO3 "IV83N39 W0j A%31/18)1
Address/Phone/Email 8120 NW 84th St 11EIWf1S-321 0 S.WWW03310Np
Medley, FL 03.1331'U 03A01d V
(305) 470-8284 284 0 �"- '
aariasQmrglasswindows.co&l 73NO(IHO'a NVnr
Quality Assurance Representative
Address/Phone/Email
Category Exterior L)oors
Subcategory Swinging Exterior Door Assemb�tie�s
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Jalal Farooq
Evaluation Report
Florida License PE-81223�
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 08/27/2025 ®�
Validated By JAVAD AHMAD PE, INC.
03 Validation Checklist - Hardcopy Received
Certificate of Independence
FL26942 R2 COI SS - Series 3000 Alum OS Door (LMI) - CI 2020.pd
Referenced Standard and Year (of Standard) Standard
ASTM E1886
ASTM E1996
TAS-201
TAS-202
TAS-203
Equivalence of Product Standards
Certified By
year
2013
2014
1994
1994
1994
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/05/2020
Date Validated
08/05/2020
Date Pending FBC Approval
08/11/2020
Date Approved
10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
26942.1
tied 000 lu Dutswla
Large missile Impact resistant aluminum outswin entrance
Efltlaiice Door
door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL26942 R2 II SS - 3000 Alum OS Door (LMI) - DWG 18-36F
2020.pdf
Approved -for use outside HVHZ: Yes
pa est an
Verified By: ]alal Farooq PE # 81223
• 80
Created by Independent Third Party: Yes
Others See drawing 18-36F for span vs load combinations and
Evaluation Reports
Installation details.
F1,26942 R2 AE SS - Series 3000 Alum OS Door (LMI) - PAE
2020.12d
Created by Independent Third Party: Yes
Back Fdext
Contact i
The State of Florida Is anAA/EEO employer.
Under Florida law, email addresses are public records. If you do not went your e-mail address released In response to a publio•recorda request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -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 emall 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 me& available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here..
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AL-FAROOQ CORPORATION
UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT
August 5, 2020
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee, FL 32399-2100
Ref: Mr -Glass Doors & Windows Manufacturing LLC.
Series 3000 Aluminum Outswing Entrance Door — L.M.I.
Certificate of Independence
To whom it may concern,
As the design engineer retained by Mr -Glass Doors & Windows Manufacturing LLC. on the product
referenced above, I do hereby declare that I do not have and will not have any financial interest in
any company manufacturing or distributing the above referenced product, nor do I have or will
have any financial interest with any other entity involved in the approval process of the product.
Sincerely,
_ No
.8
1 0 ST - -
ZONAL
'// I I I t W\```\ Sealed: 8/5/2020
Jalal Farooq, P.E.
CFO
9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com I aifarooa@afcens.com
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 3000
ALUMINUM OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
STAND ALONE SINGLE SIDELITE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS
SEE SHEET 4.
LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR
MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATION. WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT .AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'
FOR EQUIVALENT LOADS IN 'LOAD AND RESISTANCE FACTOR DESIGN (LRFD)'
MULTIPLY 'ASD' LOADS BY 1.67 (ASD LOAD X 1.67 = LRFD LOAD).
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
4ftv W
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3/16" TEMP. GLASS
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3/8" AIR SPACE
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3/16" HEAT STREN'D. GLASS
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090" Interloyer
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3/16" HEAT STREN'D. GLASS
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Sealed: 8/5/2020
A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
6- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED
ENGINEER TO THE P,E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
FL #26942
��: VicenlsF'
No. 81223
1 •e
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drawing 9 no.
18-36F
O
3 1/2"
MAX.
HEAD/SILL
CORNERS
2
= N
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DOOR FRAME WIDTH
38" MAX.
DOOR OPNG. WIDTH
" 13 1/2"
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78
3 1/2" MAX.
HEAD/SILL
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HEAD & SILL ANCHORS
AT STILE & MULLION ENDS
3„ (4) AT 3" O.C. 13 1/2
MAX.
HEAD
A SILL
---
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DECORATIVE GRILL 28 1/4" \ p DECORATIVE GRILL 28 1/IG 28 1/4"
MAY BE USED D.L. OPG. u MAY BE USED D.L. OPG. D.L. OPG.
M
38 9/16" 38 9/16"
LEAF WIDTH LEAF WIDTF
TYPICAL ELEVATION TYPICAL ELEVATION
C X ) ( XX )
kIMUM DESIG AD R G — , PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) — BO,0 PSF
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCAOS—DEC-219
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
N
z GLASS D.L.O. FORMULAE:
A o D.L.O. WIDTH = FRAME WIDTH — 12.438" (X DOORS)
`-' = (FRAME WIDTH — 22.0")/2 (XX DOORS)
D.L.O. HEIGHT = FRAME HEIGHT — 11.50"
� �10EN3Ec' w
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No. 81223
Sealed: 8/5/2020 —
S '•�� drawing9 no.
%,��� �� • •����� 18-36F
FL # 2 6 942 ��111111111`` sheet 2 of 1 0
DESIGN LOAD CAPACITY - PSF
SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
FRAME
WIDTH
INCHES
SIDELITE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
WITH
REINFORCING
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
24
30
36
39
42
82
80.0
80.0
80.0
80.0
80.0
.80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80'0
80.0
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80.0
80.0
80.0
24
30
36
39
42
84
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
24
30
36
39
42
90
80.0
80.0
80.0
80.0
80.0
80.0
1 80.0
80.0
80.0
80.0
1 80.0
80.0
80.0
80.0
1 80.0
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77.9
77.9
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24
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80.0
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69.7
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80.0
80.0
80.0
71.0
71.0
80.0
80.0
1.
65.5
80.0
80.0
REINFORCING
on
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITY SEE SHEET 3.
FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART
WILL APPLY TO ENTIRE SYSTEM.
39 1/16" MAX.
77 7/8"
13 1/2"
UOOK UPNG. WIDTH
MAX.
3" HEAD
HEAD & SILL ANCHORS
SILL
AT STILE & MULLION ENDS
3 1/2" MAX.
^
� .C.
(4) AT 3" O
HEADSILL
ERS
CORNERS
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39 1/16" MAX.
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DECORATIVERILLMAY BE USED DL OPG. D.L. G. D.L. OPG. D.L. OPG. v
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( O-XX-O ) o
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Sealed:815/2020 f No.81223
�® 8 •E4/ drawing 9 no.
' •` .. pia®�� 18-36F
FL #26942 ����!�il...... l`��` sheet 4 o11C
6 =�
D & HARDENEI
STRENGTH GROL
5000 PSI MIN.
Y MR -GLASS
TRANSFER SHEI
TO STRUCTURE
BEARING
SHIMS
IAL TO GROUT)
FOR SPACING
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
SECURED 2BY WOOD BUCK
BUCK OR
WOOD STRUCTURE
SEE NOTE SHEET 1
w
TYPICAL ANCHORS
SEE ELEVATIONS 4 v
FOR SPACING
METAL
STRUCTURE r
LTYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'MR -GLASS'
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI. Fy=146 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC, OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT —FILLED BLOCKS (JAMBS)
1/4" DIA, TEKS OR SELF —DRILLING SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN.
FOR SPACING V
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WEEPHOLES:
W1 = 1/4" X 2" LONG WEEP SLOTS AT — No.81223
8" AND 31" FROM EACH END Sealed:815/2020 ;T7= r
W2 = 1/4" X 2" LONG WEEP SLOTS AT — a 3
5" AND 31" FROM EACH END
��®•' ���/� drawing
18-36F
FL #26942 I�IIIII I11�`` sheet 5 of 10
0
1/4' MAX.
SHIM
3
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O SHIM
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1/4" MAX.
SHIM
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10
23
11
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Q W A ^t
25
FOR SPACING
METAL STRUCTURE
SEE SPEC SHEET 5
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LEAF WIDTH
LOCKS
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SINGLE DOOR FRAME WSEE SHEETIDTH FOR DESCRIB
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SHIM
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ACTIVE LEAF
INACTIVE LEAF
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----- - --- --- -- -- -----
EXTERIOR
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LEAF WIDTH
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LEAF WIDTH
DOOR DETAILS
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No.81223
3 ro
Sealed: 8/5/2020
= {� ;•
FL #26942 ��iill�llll\\\\`
sheet 6 of 10
TYPICAL ANCHORS EDGE DIST.
SEE ELEVATIONS
FOR SPACING n
a t�
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
PROPERLY SECURED
r1BY WOOD BUCK
w
rn
N
FOR SPACING
213Y WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
a w
rn
TYPICAL ANCHORS rn
SEE ELEVATIONS
FOR SPACING
METAL
/w a
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STRUCTURE
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___ _____ ________
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SEE SEPARATE APPROVAL ii
O N
1--------
TYPICAL ANCHORS
SEE ELEVATIONS
------_-_-1
J
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0 6 p
FOR SPACING
c)
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SEE ELEVATIONS
FOR SPACINGcg
J
v
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DRILLING SCREWS
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< v
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POURED & HARDENED TYPICAL ANCHORS
HIGH STRENGTH GROUT
1BY
f'c = 5000 PSI MIN. SEE ELEV.
NOT BY MR -GLASS FOR SPACING
1/4" MAX,
SHIM 1/4` MAX.
WOOD BUCK
1/4' MAX.
-
MUST TRANSFER SHEAR
TO
LOADS STRUCTURE
SHIM
SHIM
LOAD BEARING 2 WOOD BUCK
OR
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEV.
Sealed: af5I2020
(SOLID SHIMS WOOD STRUCTURE
OPTIONAL TO GROUT SEE NO SHEET
)
FORSEE ELEV SPACING,
FOR SPACING
c
O2
Fi
SIDELITE DETAILS
o 1p
or-
No.81223*.EXT.
FFL
ANCHORS'
EXT.TYPICAL
'�
drawing no.
SEE ELEVATIONS18-36F
FOR SPACING942
'ill 11�����n1
sheet 7 of 10
LOCKS:
OPTION #1
3 POINT LOCK ASSEMBLY DLO1-6065 BY 'INTERLOCK USA INC.'
(1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1/2" DIA. BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME
HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM
INACTIVE LEAF:
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1/2" DIA BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING
FRAME HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK LOCATED AT 42-1/2" FROM BOTTOM
SURFACE MOUNT METALLIC HANDLES AT 42-1/2" FROM BOTTOM
FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH
(2) 1/4-20 X 1-13/16" CONE HEAD MS
(4) 1/4-20 X 5/16" SET SCREWS
OPTION A22.•
ACTIVE LEAF:
SURFACE BOLTS BY 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE,
LOCATED AT 12" AND 68" FROM BOTTOM
FASTENED TO LOCK STILE WITH
#8 X 3/4" FH SMS (2) SCREWS PER BOLT
INACTIVE LEAF
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
28" FROM TOP AND 12" FROM BOTTOM
FASTENED TO LOCK STILE WITH
#8 X 3/4" FH SMS (2) PER BOLT
HINGES:
7-1/2" LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC.'
AT 8' FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF
FASTENED TO FRAME WITH
(6) #10 X 3/4" FH SELF DRILLING SCREWS
FASTENED TO LEAF WITH
(5) #10 X 3/4" PH SELF DRILLING SCREWS
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
ITEM $
- PART
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E3008
AS REQD.
DOOR FRAME HEAD/SILL
6063-T6
-
2
E1018
AS REQD.
FRAME COVER
6063-T6
-
3
E3006
AS REQD.
DOOR FRAME JAMB
6063-T6
-
4
E3011
AS REDD.
SIDELITE TOP & BOTTOM FRAME
6063-T6
-
5
E3007
AS REQD.
SIDELITE JAMB FEMALE
6063-T6
-
6
E3009
AS REQD.
SIDELITE JAMB MALE
6063-T6
-
7
E3010
AS REQD.
SIDELITE SUP ON JAMB
6063-T6
-
8
E3001
AS REQD.
LEAF TOP & BOTTOM RAIL
6063-T6
-
SA
E3020
AS REQD.
HIGH BOTTOM RAIL
6063-T6
-
9
E3005
AS REQD.
LEAF W'STRIP ADAPTER
6063-T6
-
10
E3002
AS REQD.
HINGE STILE
6063-T6
-
11
E3003
AS REQD.
LOCK STILE
6063-T6
-
12
E3004
AS REQD.
ASTRAGAL STILE
6063-176
-
13
E3014
AS REQD.
SNAP COVER
6063-T5
-
14
E3013
1
SIDELITE MULLION REINFORCING
6063-T6
-
15
E3015
AS REQD.
SHEAR BLOCK
6063-T6
3" LONG
16
E3016
AS REDD.
SHEAR BLOCK NUT
6063-T6
3" LONG
16A
E3016
2/ HINGE
HINGE BACK-UP PLATE
6063-T6
8-1/2" LONG ® FRAME, 4-3/4" LONG ® LEAF
17
E9001
AS REDD.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
17A
E9002
AS REDD.
GLAZING BEAD (INSUL LAM. GLASS)
6063-T6
-
18
E3012
AS REQD.
INTERMEDIATE HORIZONTAL
6063-T6
-
19
G30-01
AS REQD.
INTERIOR GLAZING SPACER
SANTOPRENE
DUROMETER 70±5 SHORE A
20
GIO-04
AS REQD.
EXTERIOR GLAZING GASKET
SANTOPRENE
OUROMETER 70±5 SHORE A
21
G30-02
AS REQD.
DOUBLE FIN AIR SEAL W'STRIPPING
SANTOPRENE
DUROMETER 70±5 SHORE
22
W71325NK
AS REDD.
PILE W'STRIPPING
WOOL
-A
ULTRAFAB
23
G10-05
AS REDD.
BULB W'STRIPPING
SANTOPRENE
EPDM
24
-
2/ LITE
SETTING BLOCK, 1/8" X 1" X 4" LONG
EPDM
AT 6" FROM EACH END, DUROMETER 80t5
25
F107
3/ LEAF
BUTT HINGES
ALUMINUM
SULLIVAN & ASSOC.
25A
#10 X 3/4"
-
HINGE INSTALLATION FASTENERS
ST. STEEL
FH SMS
26
#12 X 1-1/2"
AS REDD.
FRAME ASSEMBLY SCREWS
ST. STEEL
HWH SMS
27
3/8 X 1"
AS REQD.
SHEAR BLOCK FASTENERS
ST. STEEL
HEX SOCKET HEAD SCREWS
28
#12 X 1-1/2"
AS REQD.
SHEAR BLOCK FASTENERS
ST. STEEL
HWH SMS
Sealed: 8/5/2020
FL #26942
1
No. 81223
6
m
o n _ 0
a �
drawing no.
18-36F
1.830� 2.012--^j 060
�P.
1.589
.812
: 1
.115
4.000
l ' 1 DOOR FRAME HEAD/SILL
5.
SIDELITE TOP & BOTTOM FRAME
7361 -1
,851
.063
SNAP COVER
�{n855
.230
.95�-L 1.073
.950 .08 3
iYP.
50
.538 -I
I_�
.6331 F�-
n GLAZING BEAD
nA GLAZING .BEAD
LAM. GLASS
INSUL LAM. GLASS
LEAF TOP/BOTTOM RAIL
4.750
F.080
1.813
L�3.800 -I
1 HINGE STILE
5.598
1.813
2.241
.080 Tl'P.
n LOCK STILE
5.598
.080 TYP.
2.241
1.813
�I
F�3.800
(12) ASTRAGAL STILE
2.
080
NP.I�.148
L 1.638 T
LEAF W'STRIP ADAPTER
INTERMEDIATE HORIZONTAL
300
Ij``jI�.
1.633 I I
r
SHEAR BLOCK NUT
HINGE BACK-UP PLATE
1.713 2.524
854 I�
F1 .187
100
4.020 4.020
080 1.813
I I�
-d 1.026 1.484
DOOR FRAME JAMB 5 SIDELITE JAMB FEMALE 6 SIDELITE JAMB MALE
- .936
F__..80
TYR
4.020
L LL,
__E.241
.055 L
J.840
i FRAME COVER
Al HIGH BOTTOM RAIL
.480
125
1.780 3.605
1.151
.188
1.E
I ,897
F�-1
SHEAR BLOCK
�\ ��'•:
GPJ4 i
,
No.81223
Sealed: 8/5/2020
'
SIDELITE JAMB COVER I t4 SIDELITE REINFORCING I FL #26942
Im
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drawing no.
18-36F
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a data: o3_so_te revisions: SERIES 3000 ALUMINUM OUTSWING DOOR (L.M.1.) AL-FAROOQ CORPORATION a
l° { no ° e escn ion ENGINEERS & PRODUCT DEVELOPMENT
MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC f
MIAMSFLORI DRIVE, 331 SURE i2(
O 8051 N.W. 79eh Place MUUNI, FLORIDA 33173 (C.A.N. 3538)
Medley, FL. 33166 7EL.(3o9)2644UW FAX
�l 9 ehk by: Tel. (305) 764-3963 Fox. (305) 470—k COMP—ANL\W17-118EC0