HomeMy WebLinkAboutAPPROVED NOA SGDMIAMI•QA� OPENING# 3,4,5,6,7 MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gaviecunomy
ES Windows, LLC
3550 NW 49`4 Street
Miami, FL 33142
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested forquality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to mect the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Build ing
Code, incl u i .
DESCRI TION: Series "EL400" Aluminum Sliding Glass Door- L.M.I.
APPRO LDOCUMENT: Drawin No. W16-73 RevB, titled "ES-EL400 m. Sliding Glass Door
(L.M.I.)", sheets through o ate an last revise on 0, 2020, prepared by A1-
Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and revision date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Sce Elevations in sheets 1, 2, 3, 4 and anchors requirements. See Header anchor capacity charts in sheet
6 and Glass capacity VS size in sheet 5.Overall Lower Design Pressure (DP) controls for entire the
assembly.
2. See sheets 7 thru 13 for various configurations, tracks, pockets, non -pockets and allowable frame area.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baran quilla,
Columbia, S.A., series, and the fallowing statement: "Miami -Dade County Product Control Approved",
unless otherwise noted herein.
RENEWAL of thisNOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c hangc
in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section -of this NOA shall because for termination and removal of NOA_
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 16-0617.02 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chands, P.E.
NOA NG. 20-1118.06
� y �� Expira
Approval Date: JanuaryO7,2020
Page 1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Evidence submitted underprevious approval.
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets l
through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, F.E.
B. TESTS
1. Test reports on: 1) Air Infiltration► Test, per FBC, TAS 202-94
2) Unifonn Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC, and TAS 202-94
6) Large Missile Impact Test per FBC, TAS 201-94
7) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum slid ing glass
door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated
06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification
issued on 07113/17, signed and scaled by Constantin Bortes, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5111
Edition (2014) and FBC-6`Editiion (2017), dated 06/20/17 and revised on 07/13/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. fortheir
"TrosifolS Ultraclear, Clear and Color PVB Glass Interlayers", expiring on
07/08119.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Sentry GlassS (Clear and White) Glass Interlayer'", expiring on 07/04/18.
3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for
their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for
their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 11/11119.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC-6`
Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
L4'1aw1-rshaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-1118.06
Expiration Date: July20.2022
Approval Date: January 07,2020
E -l
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (continue)
2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq
Corporation, signed and scaled by Javad Ahmad, P.E.
3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes.
4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by
Blackwater Testing, Inc., dated 06/15117, signed and sealed by Dennis Duffy, CEO.
5. Proposal No. 16-1478 issued by the Product Control Section, dated 1 1/17/16, signed
by lshaq 1. Chanda, P.E.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. W16-73 Rev B, titled "ES-EL400 Alum. Sliding Glass Door (L.M.Ly',
sheets 1 through 23 of 23, dated l 11281i6 and last revised on Dee 30, 2020, prepared
by Al-Farooq Corporation, signed and scaled by Jalal Farooq, RE,
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-7t"
Edition (2020), dated 11/18/20, prepared by Al-Farooq Corporation, signed and
sealed by Jalal Farooq, P.E.
2. Glazing complies with ASTM E1300-09 &-16.
E. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. fortheir
"TrosifoW Ultraclear, Clear and Color PVB Glass Interlayers", expiring on
07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas(K (Clear and White) Glass Interlayers", expiring on 07/04/23.
3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their
"Saflex Clear and Color Glass Interlayers", expiring on 05/21/21.
4. Notice of Acceptance No.18-0301.06 issued to Eastman Chemical Co. (MA) for their
"Saflex CP— Saflex and Saflex HP Composite Glass Interlayers with PET Core",
expiring on 11111/23.
F. STATEMENTS
1. Statement letter of conformance, complying with )FBC-Th Edition (2020) and No
financial interest, dated 11/18/20, issued by Al-Farooq Corporation, signed and scaled by
Jalal Farooq, P.E.
2. Test Lab Compliance statement, as part of test report.
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-1118.06
Expiration Date: duly20.2022
Approval Date: January 07,2020
E - 2
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (71h Edition) expiring
07f20122.
2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows,
LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen,
MGR) respectively (original copy in various ES approved NOA(s) files.
I St"-7 I •
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-1118.06
Expiration Date: July20.2022
Approval Date: January 07,2020
F.-3
15 - MAX. g" U
HEAD TYP. HEAD ANCHORS
AT INTERLOCK ENDS ^
6' MAX. 3' CLUSTER OF 4 OR 6 rfl
HEAD ADDL• SEE SHEET 6
CORNERS PAIR FOR QUANTITY & CAPACITY i0q,
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE - N
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REQUIREMENTS OF THE 2024 (7TH EDITION) FLORIDA BUILDING CODE � FRAMES INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ° o
TBY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 6'
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SILL SILL ANCHORS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS CORNERS 15 6 5 °a'�
TO THE BUILDING STRUCTURE. CLUSTER OF 4
SILL ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS TYP•
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE DrPEt,F11ATIQA!
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. fNTF2UCTIONS: �C�A. L o ❑
A LOAD DURATION INCREASE IS USED EN DESIGN OF ANCHORS INTO WOOD ONLY. QX
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USE CHARTS AS FOLLOWS tjltilillIJjJ ` m c a m
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED `��ti �-•. � `
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE 4 ��a . �G k.•
REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. USING APPLICABLE ASCE 7 STANDARD. a
THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION Z DETERMINE ODOR CAPACITY FROM TABLE ON SHEET 5 NO
FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY FOR THE REINFORCING OPTION USED. �7 _
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �� USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION nrr (� ryRq _ 9
WATER INFILTRATION RESISTANCE ETC. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED'' 7R4fi B��
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, W STEP 1 ABOVE. it •. �� drawing no.
AND TO 13F REVIEWED BY BUILDING OFFICIAL. ff •. �LORIp�'. ' `�
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN ASD '. STEP � THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 � ¢S � t Wl 6-73
SHALL APPLY TO ENTIRE SYSTEM. ����®���� .41�
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NUMBER OF PANELS
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EGRESS REQUIREMENTS PER FaC AS REQUIRED,
3/16" TEMP. CLASS P N
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NOTE;
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2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5.
3. FOR ANCHOR DETAILS SEE SHEETS 14 THRIJ 19,
DEC 3 a 2029
No. 23
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NOTE:
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY
2, FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5,
3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19,
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sheet
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NOTE;
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS
REQUIREMENTS SEE SHEET 5,
3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.
DEC 3 0 2920
No.
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sheet 91
R FRAME WIDTR
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NOTE:
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY
2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS
REQUIREMENTS SEE SHEET 5.
3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 13.
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NOTE:
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS
REQUIREMENTS SEE SHEET 5.
3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.
Fr
EXTERIOR -
DOOR FRAME WIDTH
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DEC 3 0 2B20
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NOTE:
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE DESIGN PRESSURES ANO REINFORCEMENTS
REQUIREMENTS SEE SHEET 5,
3_ FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19.
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FOUR (4) TRACKS
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NOTE:
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2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS
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REQUIREMENTS SEE SHEET 5.
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t�'f/�®�YJ�� sheet f 3 of 23
TYPICAL ANCHORS
SEE ELEY,
FOR SPACING
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EDGE OiST. 7 13/1fi"
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1UY OR 20Y
WOOD BUCK
6 �
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K'SIMIN.
1�
ji/46"
POURED do HARDENED
HIGH STRENGTH GROUT
NON -SHRINK, NON --METALLIC
EDGE GIST,
Vc - 5000 PSI MIN. 04
`E.s.
NOT BY wow.'
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
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DEC Ida. 228 I "'
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drawing no.
',�A ?ONAL t ���� sheet 14 of 23
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
AT HEAD
TYPE W- ' � (Fu=164 KSI, Fy=148 KSI)
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD
THRU 1 BY BUCKS INTO CONCRETE
1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST.
THRU 28Y BUCKS INTO CONCRETE
1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. 1
TYPE 'B'- ����ULTMC�N+�`�� (Fu=164 KSI, Fy=148 K51)
DIRECTLY INTO CONCRETE
2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST.
TYPE 'C'- j./4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
1
OR
INTO METAL STRUCTURES
(3) THREADS MIN, PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/9" THK. MIN. (6063-T5 MIN.)
STEEL 1/8' THK, MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —
— AT SILL
TYPE '13 ❑IA. ULTRACON+ BY 'QEWALT'
,1/4" (Fu-164 KSI, Fy-148 KSI)
DIRECTLY INTO CONCRETE
1 -3/4" MIN. EMBED INTO CONCRETE
L——
— AT JAMBS —
TYPE 'A'- 1/4" DG4 ULTRACON+ BY 'D _WALT' (Fu-164 KSI, Fy=148 KSI)
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD
THRU 18Y OR 2BY BUCKS INTO CONC. OR TILLED BLOCK
1-1 /4" MIN. EMBED INTO CONCRETE
1-1/2" MIN. EMBED INTO FILLED BLOCKS
TYPE '8'- ' (F-=164 KSI, Fy=148 KSI)
DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS
2" MIN. EMBED INTO CONCRETE
2" MIN. EMBED INTO GROUT FILLED BLOCKS
TYPE 'C'- 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO F.S.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
`
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
l
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED)
ANCHOR
EDGE DISTANCES
INTO CONCRETE AND MASONRY 4 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE)
INTO WOOD STRUCTURE = 1 " MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'C = 3000 PSI MIN,
C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
w
EDGE DIST,
MIN.
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURES
1 13f16" �1/8" THK.
TYPICAL ANCHORS E---------------- ---- --,I
SEE ELEV. l MIAMI-OAOE COUNTY APPR'D MULLION II
FOR SPACING SEE SEPARATE NOA i1
E II
I1 II
W
1BY OP 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WDW.'
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
DEC 3 D &2g
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
No.;2
STATE L(j
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n
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drawing no.
W16-73
sheet 15 of 23
TYPICAL ANCHORS •Q
SEE ELEV.
FOR SPACING.
v ,
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1
1 /2" MAX.
LOAD HEARING
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
a
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W
6 U
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Oct c
1/2" MAX.
LOAD BEARING
SHIMS
REfNF. A5 REOO.
PANEL WIDTH �El SEE SHEET 5
FOR CAPACITY
A611 E25 M16 £19 U.L. OPG, E11 M13 Jd4 M6 E13
_JL_
REINF. AS REQD,
E3 E13 M13 E7 E19 SEE SHEET 5 EXTERIOR FOR CAPACITY EI
18Y OR 29Y PANEL WIDTH
WOOD BUC9S
MAX. DOOR FRAME WIDTH
8 j
EXT.
MAX. DOOR
TYPICAL ANCHORS
-SEE ELEV.
FOR SPACING
3/8" MAX.
LOAD BEARIP
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EXT.
1 /2" MAX.
LOAD BEARIP
SHIMS
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STATE J�p:` drawing 4 no.
73
Cy❑ �rA1 C��
sheet 1B of 23
HOOK STRIP ANCHORS
SEE ELEVS.
FOR SPACING
/ C F L G S/ 2. E 14 Mt
/ / G 7
POCKETED JAMB OPTION
POCKET CAVITY NOT BY 'E.S. WINDOWS'
NOT PART OF THIS NOA
TO BE REVIEWED BY AHJ
HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING
1/4" DL UlTRAC6N+ BY 'DEW T' (Fu=164 KSI, Fy-148 KSI)
DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE
1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS
j14 SMS (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
iJA SMS OR ,SELF DRILLING SCREWS (GRADE 2 cks)
INTO METAL STRUCTURES
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
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)
IM;.SAL EDGE -DISTANCE ,
INTO CONCRETE AND MASONRY = 2" MIN,
INTO WOOD STRUCTURE 4 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
DEC 3 0 2020
ir�°�� �GbR1VP •'ara���
III ®�!UAIL
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drawing no.
W 16-73
Sheet 17 of 2311
1SY OR 2BY
WOOD BUCK
(SEE NOTE SHEET 1)
EDGE INST.3 5/8"
wz
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EDGE
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DIST.
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ATYPICAL ANCHORS
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ELEVS.-
FOR SPACING
FOR SPACING
TYPICAL ANCHORS
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FOR SPACING
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EDGE IST, 3 5/8"
MIN. ?;Y
fir)
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TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV, SEE ELEV.
FOR SPACING FFOR SPACING
1 /2" MAX. _
• LOAD BEARING
SHIMS
a
WOOD STRVC URE
Q
METAL
r
STRUCTURES
1 /8" THK.
(SEE SHEET 15)
EDGE
3 5/8
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SEE ELEVS.
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FOR SPACING
C IL p
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-----'.'�--------'� ��
DAA E COUNT APPR'D MULLION I
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SEE ELEV.
V
FOR SPACING
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LOAD BEARING
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'
FOR SPACING
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4
On
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ExT.
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1 /2" MAX.
LOAD BEARING
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SHIMS
Y OR 2BY
BUCK
{SEE NOTE SHEET 1)
EDGE
a - CONCRETE
.� 5/S� . 'q 3 KSI MIN.
n�
J�
i DIST,
MIN.
lam
3 TRACK FRAMES
ANCHOR LOCATIONS
7 r
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37 F �drawing no.
���� ��$��. }���� sheet 1 8 of 22
1BY OR 28Y
WOOD BUCK
(SEE NOTE SHEET 1) woe
a rr _
ECGE -$EST. 3 5j$" . z w
x
• i MIN: a • i ,. a rr
Ou Z�
LLF"' ar,
w
E19 m N
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TYPICAL ANCHORS N
SEE ELEVS. FOR SPACING
WOOD
TYPICAL ANCHORS
SEE ELPV&
B FOR SPACING
}, . F
d CONCRETE
EDGE 5- 7/16" -MIN. " ' 3 KSI MIN.
iw DIST.
FOR SPACING
L _EDGE dlST.. 3 5/5"
" .. —.—
hAl�1. ,
TYPICAL ANCHORS
MAX.
LOAD SEARING
SHIMS
uTZ
M
TZ-
N
rYPICAL ANCHORS
N
SEE ELEV&
❑
FOR SPACING
n� a
TYPICAL ANCHORS
SEE ELEV.
FOR $PACING
1/2" MAX.
LOAD BEARING
SHIMS
METAL
STRUCTURES
w
1 /8" THK.
n
(SEE SHEET 15)
I
EDGE DIST,
3 5/8"
-. nb
n
MIN.
65
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TYPICAL ANCHORS
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SEE ELEVS.
FOR SPACING
❑ w
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:1 MIAMI-DACE COUNTY APPR'D MULLION I
GCf
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11." N
I I SEE SEPARATE NOA
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TYPICAL ANCHORS
TYPICAL ANCHORS
Cn
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SEE ELEV.
SEE ELEV,
L7
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FOR SPACING
FOR SPACING
Ly
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J j
Jw
1 2" MAX.
LOAD BEARING
3/8" MAX.
Es
1— 0y
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SHIMS
LOAD BEARING
SHIMS
0 "� I
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EXT. EXT.
EXT.
1BY OR 28Y
WOOD BUCK w.t ���.... • Ffi
(SEE NOTE SHEET 1)
3 J
4 TRACK FRAMES 3 [`�� '�� ', �� drawing no.
r
ANCHOR LOCATIONS ����l�j��:B'�j�� (ORA
sheet 9 v�2
ITEM /
PART
REQI1,
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
E1
ES- EL400-001
1
FRAME HEAD (2 TRACK)
6063-1-6
-
E1A
ES-EL400-201
AS REQD.
FRAME HEAD (3 TRACK)
6063-T6
ElB
ES-EL400-205
AS READ.
FRAME HEAD (4 TRACK)
6w-T6
E2
ES-EL400-002
1
FRAME SILL (2 TRACK)
6063-T6
-
E2A
ES-EL400-202
AS READ,
FRAME SILL (3 TRACK)
6063_T6
E2B
ES-EL400-206
AS REQD.
FRAME SILL (4 TRACK)
6063-T6
E3
ES-EL400-003
2
FRAME JAMB (2 TRACK)
6063-T6
-
E3A
ES-EL400-203
AS REQD.
FRAME JAMB (3 TRACK)
6063-T6
E39
ES-EL400-207
AS REQD.
FRAME JAMB (4 TRACK)
6063-T6
-
E4
ES-EL400-004
1/ PANEL
TOP RAIL (INSUL. LAM. GLASS)
6063-T6
ES
ES-EL400-005
1/ PANEL
BOTTOM RAIL (INSVL. LAM. GLASS)
6063-T6
-
E6
ES-EL40G-006
AS REQD.
JAMB STILE (INSUL. LAM. GLASS)
6053-TG
-
E7
ES-EL400-007
AS REQD,
INTERLOCK STILE (INSUL. LAM. GLASS)
6063-T6
-
E8
I ES-EL400-009
1/ PANEL
TOP RAIL (LAM. GLASS)
6063-T6
E9
ES-EL400-010
i/ PANEL
80TTOM RAIL (LAM. GLASS)
6063-TB
-
E1 D
ES-EL400-011
AS REQD.
JAMB STILE (LAM. GLASS)
6063-T6
Ell
ES-EL400-012
AS READ,
INTERLOCK STILE (LAM. GLASS)
6063-T6
-
E12
ES-EL400-013
AS REQD.
ASTRAGAL STILE (LAM, GLASS)
6063-T6
-
E12A
ES-EL400--008
AS REQD.
ASTRAGAL Sf1LE (INSUL. LAM. GLASS)
6063-T6
-
E13
ES-EL400-014
AS REQD.
JAMB COVER
6053-T5
-
E14
LS--EL400-015
AS REQD.
POCKET JAMB
6063-T6
-
E15
ES-EL400-016
AS REQD.
SILL TRACK
5063-TB
-
E16
ES-EL400-017
AS REQD.
HEAD COVER
6063-T5
E17
ES-EL400-018
AS REQD.
SILL RISER
8063-T6
-
E18
ES-EL400-020
AS REQD.
FIXED PANEL BOTTOM GUIDE
6063-T6
E19
ES-EL400-021
AS REQD.
INTERLOCK REINFORCEMENT
60G5-T5
-
E26
ES-5011
AS REQD.
SCREW COVER
6063-T6
M7
ES-EL400-GG1
4/ PANEL
GLAZING GASKET (LAM. GLASS)
SILICONE
DUROMET£R 70}3 SHORE A
M2
ES-EL400-G02
4/ PANEL
GLAZING GASKET (INSUL. LAM. GLASS)
SILICONE
CUROMETER 70t3 SHORE A
M3
ES2020-004
AS REDO,
INTERLOCK BUMPER
PVC
DUROMETER 60*5 SHORE 0
M4
W3327INK
AS REQD.
PILE W-STRIPPING (INTERLOCK)
WOOL
-
M5
W33181NK
AS REQD.
PILE W'STRIPPING
WOOL
M6
PS01-0O14
AS REQD.
DOOR HANDLE
DIE CAST ALUM
TWO POINT HANDLE
M7
PSol-1015
AS REQD_
STRIKE FOR MORTISE LOCK
ST. STEEL
-
MB
PSOI--1036
AS REQD.
MORTISE 2 POINT LOCK
ST. STEEL
-
M9
GT-R34/3-01-A
2/ PANEL
ROLLER ASSEMBLY
ZAMAK
M10
6844.1
AS REQD.
BUMPER
ALUM/NYLON
-
M11
ES-EL400-FPI SL
AS REQD.
FIX. PANEL CLIP
ST. STEEL
_
M12
#8 X 3/4-
AS REQD.
KEEPER FASTENERS
ST. STEEL
P.H, SMS
M13
#10 X 1-1/4"
AS REQD.
PANEL ASSEMBLY FASTENERS
ST. STEEL
P.H, SMS
M14
#12 X 1-1/2"
AS REQD.
FRAME ASSEMBLY FASTENERS
ST. STEEL
P.H. SMS
MI5
#6 X 3/8"
AS REQD.
FIX. PANEL CLIP FASTENERS
ST. STEEL
P,H, SMS
MIS
#8 X 1/2"
AS READ.
FIX. PANEL CUP FASTENERS
ST. STEEL
F.H. SMS
MIS
V10 X 1/2"
AS REQD_
ROLLER FASTENERS
ST. STEEL
P.H. SMS
M79
#10 X 1"
AS REQD.
LOCK INSTALLATION FASTENERS
ST. STEEL
F.H, SMS
M20
#8 X 1/2"
AS REQD,
HANDLE INSTALLATION FASTENERS
ST. STEEL
F.H. SMS
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
LOCK:
SURFACE MOUNT METALLJC HANDLE AT 44" FROM BOTTOM
FASTENED TO LOCK STILE ATH
(2) #8 X 1/2" FH SMS M2
SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK
44" FROM BOTTOM
FASTENED TO LOCK STILE WITH
(2) #10 X 1" FH SMS
SURFACE MOUNT METALLIC KEEPER AT 44" FROM BOTTOM
FASTENED TO FRAME JAMBAN D ASTRAGAL STILE WITH
(3) #8 X 3/4" PH SMS { 13
-DEP 3 +� [
J �
� I
so
b
a �n
0
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a �
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4 n CO
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d Q
w ul
drawing no.
W 16-73
'hest 20 of 23
1-340
1.511
2.686 O62
LH
.866
PANEL TOP RAIL
$ (LAM. GLASS)
2.993 .0152
2,115
--I 1.340 F-
PANEL 807TM RAIL
(LAM. GLASS)
1.490
0
PANEL JAMB STILE
:l0 (LAM. GLASS)
2.750
.115
1.340
.fl�z Liss
1-1.622 m{
INTERLOCK STILE
(LAM. GLASS)
.500 -1i
FE -1
2.551
1.742
,062-3-
SILL RISER
1.340
PANEL TOP RAIL
(INSUL. LAM. GLASS)
2.993
2.118
PANEL 80TTM RAIL
INSUL. LAM. GLASS)
1.490
1.340
PANEL JAMB STILE
} (NSUL LAM. CLASS)
2.754
.115
7.798
1--1.622 -4
INTERLOCK STILE
(INSUL- LAM. GLASS)
f
ASTRAGAL STILE
r 1.7321
1.350 125
.929 F�
119 INTERLOCK STIFFENER
j.a63
.441
087 J
£18
FIX. PANEL BOTTOM GUIDE
711�
.512
.275
TRACK INSERT
.094
40 1 1.904
1.875
3.422
ASTRAGAL STILE
(INSUL. LAM. GLASS)
�D4O
1 f
�I-711
HEAD COVER
JAMB COVER
.2871 j
040 711
SCREW COVER
111
.929
M
rr
!
ro
m
Z m
.052J L
z
F Z.
,480
U
Mt GLAZING GAKET
0 n
LAM. GLASS
d '
� C F k
G N
UMW;;
1.340
Ok ry
Q0.CC+�
y
.972
d' z C n
LL
.062
LL uj
r O
1.075
J
Qwm��
M2 NSZING
LAW. CLASS ASS
nI
171
MATERIAL = SILICONE
I
HARDNESS = 7013
0°
TENSILE STRENGTH = 1139 PSI
d
ELONGATION AT BREAK a 235%
o
ui
TEAR STRENGTH = 107 Lb/IN
BRITTLENESS TEMPERATURE = -4(7 F
COMPRESSION SET 12.5% (22h4212 F)
x
z
w
o
N
�
Ln
0
a
d 't
_Z
3. LL n
J
LJ
O
v
N
w
rq
Lv��
c
0
= N �
DEC 0
STATE rowing no,
M14
FRAME TOP CORNER
2 TRACK FRAMES (SHOWN)
3 TRACK FRAMES (SIMILAR) W[TH (1) ADDL. FASTENER
4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS
fRAME BMW CORNER
2 TRACK FRAMES (SHOWN)
3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER
4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS
M14
aNLL IQEZE30TTOM
LAM. GLASS RAIL do STILE (SHOWN)
INSUL. LAM. GLASS RAIL & STILE (SIMILAR)
-DFC 3 0 2C20
0
M13
ro
uLu
N
z
0�� z
M Q
F
a
a❑0 0 0 Li
O � �
M z p
� W
`�r01a w
Q LUim�
m
� a
1:
m ]T q
'p v! u
drawing no.
W16-73
sheet 23 of 23