HomeMy WebLinkAboutProduct Approval (5) RECEIVED
Flyp C r
MIAM DE I py NILAM-DADE COLNW
=DA S E? I�14 PRODUCT CONTROL SECTION
DEPARTMENT OF RE SOURCES(RER) 11805 SW 26 Street,Room 208
BO ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
OTICE OF AC TANCE QLQA _de.goy/econom
www.miamida
ES Windows,LLC
3550 NW 49"Street
Al
'1--W& 1—c-M,
S Windows,
LLC
550 49th Street
Miami,FL 33142
SCOPE: i issued
A s 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 arm 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 for quality 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 f4ils to meet the requirements of the applicable building code.
This produc as escn a ereuz, ed to comply with the Florida Building
ding the High Velocity Hurricane Zone.
DESCRIPTION: Series"EIL40011 Aluminum Sliding Glass Door-L.M.I.
VAL DOGITMENT:Drawing No.W16»73,titled°`ES EL40Q Al aiding Grlass Door .Y"
sheets 1 through 23 of 23, date 1 28 , wi reviston a e Q7/12i17, prepared by oq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami.-Dade County Product Control �
Approval stamp with the Notice. of Acceptance number and approval date by the Miami Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Baranquilla,
Columbia, S.A., series, and the following statement: 'Mami-Dade County Product Control Approved",
unless otherwise noted herein.
RENEWAL of this NOA 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 change
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 be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be 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 consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Jorge M.Plasencla,P.E.
NOA No.16-0617.02
Expiration Date: July 20,2022 .
Approval Date: July 20,2017
Page 1
ES Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No.W16-73,titled"ES-EL400 Alum-Sliding Glass Door (L.M.I.)", sheets I
through 23 of 23, dated 11/28/16, with revision A dated 07/12117, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform 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 F.BC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Blackwater Testing,Inc.,Test Report No.BT-ESW-1 7-009,dated
06115/17,signed and sealed by Constantin Bortes,P.E.with Letter of Clarification
issued on 07/13117,signed and sealed by Constantin Bortes,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition (2014) and FBC-6th Edition(2017),dated 06/20/17 and revised on 07/13/17,
prepared by A I-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)
MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 16-1117-01 issued to Kuraray America,Inc.for their
"Trosffol@ Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08119.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"Sentry Glass® (Clear and White)Glass Interlayer" dated 06/25/15,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 11/11/18.
ojo e K Plasencia,P.E.
Prouct C2
trol Unit Supervisor
NOA No.16:0617.02
Expiration Date: July 20,2022
Approval Date: July 20,2017
E-1
ES Windows,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with F13C-5th Edition (2014) and FBC-6*
Edition(2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by
Javad Ahmad,P.E. '
2. Statement letter of no financial interest,dated 07/12/17,issued by Al-Farooq
Corporation,signed and sealed by Javad Ahmad,P.E.
3. Dikributor 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 06/15/17,signed and sealed by Dennis Duffy, CEO.
5. Proposal No. 16-1478 issued by the Product Control Section,dated 11/17/16,signed
by Ishaq Chanda,P.E.
t C=04.Plasencia,P.B.
et
Pro I Unit Supervisor
NOA No.16-0617.02
Expiration Date: July 20,2022
Approval Date: July 20,2017
E-2
15'
• HEAD TYR HEAD ANCHORS
3. AT INTERLOCK ENDS
61 MAX. CLUSTER OF 4 OR 6
HE�Z SEE SHEET 0
CORNERS FOR QUANT17Y&CAPACITY z
of
M_ 2 TRACK
HEAD FRAME H
95 3/8'
DOOR FRAME WIDTH
co
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,
is 41
13/16,
MIN.
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DAYUTE OPENING WID71i: ii ON
Z.
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PANEL WIDTH io Q 6 u?en f�
DAYLJTE OPENING HEIGHT: :3
0
PANEL HEIGHT 5,8131
f Z 2
PANEL HEIGHT DOOR FRAME HEIGHT 'm 1.250� POCKET JAMB FALSE Mum.N_1
2 TRACK
• ANCHORS OPTIONAL 42L/2' FRAME JAMB
to
_ _
42 1/2' 6 U,
" P.,
THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT.] DA_OPO' r+'3/11
UTT
SHERS ARE NOT REQUIRED. 48 3118-
PANEL
g PANEL WIDTH
SERIES REI-CYA00 2 TRACK
gLTJ NUM SLIDING GLASS DOOR FRAME SILL
THIS PRODUCT HAS BEEN DESIGNED AND r-=()TO COMPLY WITH THE 61
REQUIREMENTS OF THE 2014(SM MMGTH MAX.ON)/2017 ( EDITION)FLORIDA MAX, SILL ANCHORS
SILL
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(WHZ). CORNERS 5*MAX. 6. AT INTERLOCK ENDS
1BY OR 2BY WOOD SUCKS& SUCK FASTENERS By OTHERS, MUST BE SILL J TYP. CLUSTER OF 4
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOAD$. JUL 1 2017
TO THE BUILDING STRUCTURE TYPICAL ELEVATION
INSTRUCTIONS: Ox
ANCHORS SKAtl_BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUFIS INSTRUCTIONS.SPECIFIED EMBEDMENT TO WE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, USE CHARTS AS FOLLOWS 0III 1 141,111
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A
STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE PRODUCT APPROVED %
MATERIALS INCLUDING BUT NOT LIMITED TO STFEL/MErAL SCREWS, THAT USNO APPLICABLE ASCE 7 STANDARD... as com tho Florida
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD.MEET THE 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 6 5ffp B.UOA-No. 16.0617.02_
REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE&ADOPTED STANDARDS. FOR THE REINFORCING OPTION USED.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ,EP G CHARTS ON SHEET 6 SELECT ANCHOR OPTION Approval Dart, 07120/2017
I. USIN rjww..g .0.1
FOR A SITE SPECIFIC PROJECT,La. LIFE SAFETY OF THIS PRODUCT,ADEQUACY WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED OF
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR IN STEP I AOM 13Y 46i �
....... ......... -73
WATER INFILTRATION RESISTANCE ETC. MAL, W1 6
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO 13E ANALYZED SEPARATELY, STEP THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
AND TO BE REVIEWED BY BUILDING OFFICIAL SHALL APPLY TO ENTIRE SYSTEM. A sheet T of 23
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W C.AI a TEL(305)636-5157 FAX.(301)638-6158 GOMP-ANL Wi6-73E5
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PRODUCT APPROVED
as PI&wlth the Pludda
NOA-No. Btl 1"617.02
Approval Dat 0712012017
•I .' TE OF droving no.I
By
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°�I.3/8"at'-0" A 07.1217 Rrv.PER tz1R C6ta+tNis E.S. WINDOWS`, LLC ENGINEERS&PRODUCTDEVEMAPMENT
a' ° 3550 N.W. 49 STREET 9360 SUNSET DRIVE,SUITE zea
h^• TARO 3550 FLORIDA 93273
` �3 a MIAMI, FL. 33142 TEL c3os1 xe4asoo FAX(30+72ki2697B
W W 9 ahk Iq: TEL(305)638-5151 FAX.(305)636-SJSB COUP-ANL LY16-73ES
DESIGN LOAD CAPACITY - PSF 3/16"TEMP.GLASS
INTERLOCK& INTERLOCK
AVERAGE DOOR FFAKE ASTRAGAL STUSS ASTRAGAL STIL663/8"AIR SPACE
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WITHOUT REINF. WITH
MWES EM.(+) 1-(-) .(+) INT.(-)REINF. ,.
POND.tl00711 3/16"HEAT STREN'D. G SS 3/16"HEAT STREN'D.GLASS O h
MchES cRls
30 60.0 60.0 80.0 80.0 w
090'Interloyor 090"Intadayer
38 60.0 60.0 80.0 Trosifol PVB Trosifol PVB
B 'Kurara America. Inc.' 8 Kurar Americo, Inc.' 00-1mai
42 82 80.0 80.0 80,0 .0 OR y OR 0 @
47-1/4 60.0 60.0 80.0 BO.O 090"Interlayer 090'Interlayer IL N ,A
48 59.1 59.1 78.8 78.0 SentryGFos Sent yClas p LL
54 52.5 52.5 70.0 70.0 By'K ray Americo, Inc.' By'Kuroroy America, Inc.' ^
OR OR 8
60 - - 47.3 47.3 090' Interlayer 090"Interlayer VVV p ul
30 60.0 60.0 80.0 80.0 Soflex Clear And Color Gloss Satlell Clear And Color Clean d&e
By'Ecstmon Chemical Co.' By'Eastman Chemical Co.' G 0.p<
36 60.0 60.0 80.0 80.0 OR OR C dJ r
075"Interloyer 075'Inter'
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42 84 80.0k521
80.0 80.0 SaHex CP With PEr Core Satlex CP With PET Core 4r
47-1/4 60.0 80.0 80.0 By Eastman Chemical Co.' By'Eastman Chemical Co.'
IN
48 59.1 78.8 78.8
54 52.5 70.0 70.0 3/16"HEAT SrREN'D,GLASS 3/16'HEAT STREN'0.GLASS `a
80 47.3 47.3
30 60.0 80.0 80.036 60.0 80.0 BO.0
42 60.0 60.0 80.0 80.0 $ A11 M2 1
47-1/4 80 60.0 60.0 80.0 80.0
48 59.1 59.1 1 78.8' 78.8
54 - - 52.6 52.5 I I'
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30 60.0 60.0 80.0 86.0
36 60.0 60.0 80.0 80.0 0 _o J r
42 96 60.0 60.0 80.0 80.0
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48 - - 59.1 59.1 = M n1
30 - 60.0 ' 60.0 p r7 Td
36 - 60.0 60.0 GLASS TYPE 'A' GLASS TYPE 'AL' Z 3-j Ld
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42 102 - 60.0 60.0 v d vi9
47-1/4 - - 60.0 Bo.O OTE: NOTE: ti
48 - - 59.1 59.1 F R SENTRYGLAS INTERLAYER FOR SENTRYGLAS INTERLAYER HI tai M
Jo - - 60.0 eo.D U T MAX. D.L .AREA 70 25.7 SQ. AND SALEX CP INTERLAYER
LIMIT MAX. D.L.O. AREA TO 25.7 SO. Fr.
36 - 60.0 BO.a
42 100 - - 60.0 60.0 GLAZING OPTIONS k
47-1/4 - - 60.0 60.0
S/8" AIR SPACE CONSISTING OF• $
nr n m n as SPACER: c
'HELIMA' LOW PROFILE ALUMINUM SPACER
BY 'UNGERMANN GMBH'
AROUND THE PERIMETER OF THE GLASS.
NOTE: �RIMETFR c A M.
GLASS CAPACITIES ON THIS SHEET ARE SILICONE
BASED ON ASTM,E1300-09 (3 SEC. GUSTS) DOW CORNING 791 o
AND FLORIDA BUILDING COMMISSION GE 2000
o mi a.r m n En qa ns DECLARATORY STATEMENT DCA05-DEC-219 a
W/ WINTPRIDGXS /o EIRDNF. W=REM. WITH �, . `c
PRODUCT APPROVED
s
ae eom ryryLLu with the Florida
DOOR FRAME WIDTH
Bu
llding%od9e 70592 a
AVERAGE PANEL WIDTH a NUMBER OF PANELS SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF OA-No.-N16-0617.02
DESIRED GLASS SIZE AND REINFORCING TYPES. -
Approval Date 07/20/2017
SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. ®'•., ATE OF /.kl�' drawing no.
LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART B•y
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY Mlam a ro ue on ro ��i OR1oP'.• ��� W1 B-73
EGRESS REQUIREMENTS PER FBC AS REQUIRED. OR HEAD ANCHOR.CHART WILL APPLY TO ENTIRE SYSTEM. ' •�i'�� � ,
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30 80.0 Bo 80.0
80 80,0 80.0 80.0 80.0 0.0 80.0
42 80.0 $0.0 80.0 76.3 80.0 80.0 8.0
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36 80.0 mo 840 80.0 no 60.0 00.0
42 solo 80.0 80.0 78.5 60.0 80.0 80.0 W 01£
47-1/4 04 8010 80.0 80.0 66.0 80.0 640 80.0
48 80.0 80.0 80.0 60.9 80.6 70.8 80.0
54 80,0 76.5 86.0 59.5 79.3 71.0 8010
6o 80.0 68.8 80.0 53.5 71.4 63.9 80.0
30 84.0 80.0 80.0 80.0 80.0 80.0 80.0
36 80.0 00.0 80.0 80.0 80.0 60.0 00.0 0
42 90 80.0 80.0 60.0 71.4 80.0 80.0 80.0
47-1/4 60.0 80.0 80.0 53.4 0o.0 75.7 80.0 ra
48 80.0 80.0 80.0 62.4 80.0 74.5 80.0
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42 102 60.0 60.0 6010 1 60.0 60.0 60.0 60.0
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30 60.p 60.0 60.0 60.0 6010 6010 60,0
36 60.0 600 80.0 60.0 00.0 60.0 80.0 $
42 108 60.0 60.0 60.0 59.5 60.0 60.0 00.0 0 6
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DESIRED GLASS SIZE AND REINFORCING TYPES,
SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY.
LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART S
OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. tj11 1T1 liL c 1
PRODUCT APPROVED
as eomP1yMng with the Rodda a.70592 I
6.11dia,COt1e
NOA-No.• 96.0617.02
'Appravai Date 0712012017 _ v
AXE OF drawing no.
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w 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
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•XX—XX Building Codo 2 1 1
APPROVED CONFIGURATIONS NOA-No. 16-0817.02
NON—POCKETED DOORS Approval Date 07/20/2017
TWO (2) TRACKS ey ®'• ATEOF
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PXX-XXP 0a
APPROVED rONFIGtJRATIONS Approval Data 07/20/2017 ATe,OF :e � drawing no.
POCKETED DOORS By _
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DOOR FRAME WIDTH NOTE:
P. •____
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REQUIREMENTS SEE SHEET 5.
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.OA-No. 16-0617.02
I Ro
` Approval Date 07/20/2017 •
-"-- APPROVED CONFiGURATIO_NS B TE drawing no.
PXXX—XXX (SHOWN) POCKETED DOORS Mlam- a ro ue on ro /// .•S <ORIO�;.•���. W'�6 "73
Pxx c XXXP THREE (9)TRACkS \ shoot 10 of 23
DOOR FRAME WIDTH NOTE. Ir9p T��
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APPROVEDIth F olda .70
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NOA-No. 16.0617.02
Approval Date 07/20/2017
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APPROVED GONFlGURATIONC ATE OF =rl ` drawing no.
XXXX—XXXO(SHOWN) NON—PQCKETED DOORS By �� <ORIDA,.� i��`
OXXX—XXXO FOUR (4) TRACKS Mlam a ro uc on ro ��� �® �La.� W16-73
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1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR AAPUMLE DESIGN PRESSURES AND REINFORCEMENTS
REQUIREMENTS SEE SHEEP S.
3. FOR ANCHOR DETAILSSEE SHEETS 14 THRU 19. ';
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as cam 1Cng with the Florida 70592,. 1
PXXXX--XXXO(SHOWN) Buildleg ode /
OXXX—XXXXP NOA-No. 16.0617=02 1
Approval Date 07/20/2017 �$1
APPROVEDCOONE71GURATION4 TE OF /• � drawing no.
P1 CKETED OOORs By . <oRroP.•'�9��''�� 7311
FOUR (4) TRACKS Mta oro ao as o ss� l�i�L���`. sheet 12 of 23
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1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS m 3
REQUIREMENTS SEE SHEET 5. Ak h J
3. FOR ANCHOR DETAILS SEE SHEER 14 THRU 19.
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if Building Code = e e
`$o_ NOA-No. 16.0617.02
APPROVED CONFIC.URATIONc APProvnl Date 07120!2017 .� �
OF
(yam drawing no.
PXXXX—XXXX(SHOWN) POCKETED DOORS BY 0��?P'
PXXXX xxxxX P FOU$ TRACKS Mla �- e rouc on
��Nunn1�1� sheet 13 of 23
TYPICAL ANCHORS
SEE a". TYPICAL ANCHORS
FOR 5PA� SEE ELEV. qt!
FOR SPACING
:Ss FOR SPACING
�c�
z 3:
SUCK EDGE DIST: 1 13ftD° 1BY OR 28Y�p SUC trID�
q •'►4Ns TG CONCRETE
N UlN 6. ..y4• _1 a;, .y4» N$ h
EDGE DIST. 1 13/1DIST. KSI MIN.
r� �� a' •l a` a; .i,i• Off,a�.4 U
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CONCftE(E<" ,y •PO RED&HARED DEN :CONQFETE°•'. •• ++�Q'.•• £NSA"'•�67 iii r
•3 k51`MIN,', t i3/i�'' RICH STRENGTH GROUT '3 161"MHt.". •r IsA - PRODUCT APPROVED
•' ,. .. N. NON-SHRINK,NON-METALLIC '' •,
f'c-5000 PSI MIN. co
."tA N., as mpty�ng with the Florida ''.
Building Coda .TO49'L n
EDGE DIST. NOT 9Y ES WDW. \ EDGE DISI'.
MUST TRANSFER SHEAR NQA-No. 1t3.0617.02
!AADS TO STRUCTURE '^ 8
Approval pato 07/20/2017
TYPICAL ANCHORS TYPICAL ANCHORS i;y _, ATEOF. � � Browing no.
SEE ELM SEE ELEV. NNnmy e m aers'a •, °R10�''�w ` W16-73
FOR SPACING FOR SPACING ///T NAL W1
sheet 14 of Q3
!l tfHll
METAL
rc STRUCTURES
TYPICAL ANCHORS: SEE ELEV. FOR SPACING EDGE DIST. i1/8"THK.
MIN, o� EDGE GIST. 1 13/18'
� ' —• —• —• — • — AT HEAD —• —'- -• � - MIN. O e z
�7
TYPE 'A'- 1/4" DIA ULTRACON BY,'ELCO' (Fu=177 KSI,FY-155 KSI)
INTO W000 STRUCTURES I o o v
2" MIN. PENETRATION INTO WOOD 7___SEE
O a
THRU iDY DUCKS INTO CONCRETE Iw� a7m,
N= o u
1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN, EDGE DIST.
THRU BY BUCKS INTO CONCRETE Im u
1-1/2' MIN. EMBED INTO CONCRETE, 1-1/2" MIN, EDGE GIST. �9o yN C& O
TYPE 'B'- 1/4- DIA. ULTRAOON BY 'ELCO' (Fu-m Hsi,Fy=155 HSI) I O u�e3 t¢
DIRECTLY INTO CONCRETE NoftSHORS j�--=--=
O �J REINF.AS REGO.
PANEL VAMH Ei9 SEE SHEET 5 METAL TYPICAL ANCHORS
FOR CAPACITY STRUCTURE SEE ELLV. W.
FOR SPACING
M15 Id11 E26'Mf 6 EIG D.4 OPG. '-1 t+ O
TYPICAL ANCHORS v
SEE ELEV,. + —_-.
FOR SPACING.' ;; STYF•PEICAL ELEV ANCHORS Q
v _ _ FOR SPACING
a
—� 0 at
. e EXT.
REpD. ;
E3 E13 MiJ E7 Et6 SEE SHEET 5 EXTERIOR rt _ E6 FOR CAPACITY LOAD BEARING +'.+ I
PANEL WIDTH SHIMS
• .v. 18Y OR 29Y p ..
J/B"MAX. p s
7/2"MAX. WOOD BUCKS MAX.DDOR FRAME WIDTH C:
LOAD BEARING LOAD BEARING
SHIMS SHIMS
a W
5 Ix
0 M N
A am
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TYPICAL ANCHORS ",n`, M6 Gj t1)to
SEE 0".. •4 _
FOR SPACINGJ-,
-- M
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FOR CAPACITY o^a
`%%"%11IIIIIlllll'' c
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1/2"MAX. MAX. DOOR FRAME WIDTH _ � � G yB............
LOAD SEARING PRODUCT APPROVED
SHIMS as eom Iyyingg with the Florida 7DSg2 J.
Building 010 a
10A-No. 16.0617.02
Approval Date 07120/2017
"®' STAIE of LS/ drawing no.
gY--l �.._., si��fi .�;CORiO?;.�ate~ Wl FS^7J7
Miamrouon ro �� � �9`.�
"ONA¢
P.
0 a*
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HOOK STRP ANCHORS
SEE ELEVS
FOR SPACING
HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING
C 64 1/4" DIA, ULTRACON BY 'ELCO' (F-177 XSy FY-155 KSI)
GKIIAITA lll� DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS
t 1-3/4- MIN. EMBED INTO CONCRETE
2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS
§14 SMS (GRADE 2 CRS)
INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 0
1-1/2' MIN. PENETRATION INTO WOOD �
ES w
914 SMS OR 2 (GRADE 2 CRS)
INTO METAL STRUCTURES
SUBSTRATE(3) THREADS MIN. PENETRATION BEYOND S
1 Ma E7 M3 AUMINUM: 1/8' THK. MIN. (6063-T5 MIN.)
STEEL- 1/8' THK. MIN. (Fy - 36 KSI MIN,)
(STEEL IN CONTACT WIN ALUMINUM TO BE PLATED OR PANTED)
Lr)
TYPICAL EDGE D
IMO CONCRETE AND MASONRY - 2" MIN.
POCKETED-JAMB OPTION �NTOI WOOD sTRucwRE - 1"MIN.
INTO METAL STRUCTURE - 3/+ MIN.
POCKET CAVITY NOT BY ES.WNDOWS a
NOT PART OF THIS NOA
TO BE RENEWED BY MJ
ryry ado
nes
cc-1
..........
PRODUC"r APPROVED
as comftinT with tho Florida
Building 0)to
NOA-No. 16-0617.02
Approval Data 07120/2017
OF
By AXORION.
rfllamf-7vrouum�on I .t.......... W16-73 7w"ouu= 11 if I%% [sheet 17 of
METAL []
THY OR 29Y STRUCTURES
WOOD SUCK u T/a'TNN.
(SEE NOTE SHEET 1) (SEE SHEET 15)
EOGE• LST. 3 5/8' �_ z EDGE 3 5/g. m
MI ", EDGE GE 3 5/H" 3 DIST, / MIN, ® q
'' :1• •�.. I. Q DIST. c IST.
••a.: :k'`•° I MAN. p
�q Fm ri
Eu TYPICAL ANCHCRS `'• "' O c(� a
ppp{m V epu
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FOR SPACING
, TYPICAL
N 4 Q N
I p 1 T ICAE ANCHORS 'N. TYPICAL CHORS \._1I 7��ANCHORS rd --_-_-----------
FSEEOR SPAM SEE
CING FOR SPACING FOR SPACING 1-rM -DADE COUNTY APPfl'0
1i SEE EPARATE NOA II jL y p
�I(SEE SHEER iS) Ij 35 t'
TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELW SEE ELf.V. SEE EM SEE Et.kV. (�
FOR$PACING FOR SPACING FCR SPACING FOR SPACING W 31
��(;
Es
3/8.
MAX. 3/B"MAX. inn 3.1n ff
1/2"MAX. LOAD BEARING LOAD SEARING Q n I
�.{ SHIMS !
LOAD HEARING Z 0 3_j
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WOOD STRU RE c
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N N N N 2
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TYPICAL ANCHORS ,• m
SEE ELEVS.
FOR SPACING ]
o ei a EXT 8� "P �' EXT. �! FJCT
S .
1/2'MAX,
Ezt LOAD SEARING m
,,,.�[�• I SHIMS 1HY OR 20Y i44 " ,= 9 9 tSllill 11171rjj c
,« ..:. WOOD SUCK J1JL ! LU 1� \���AtiJpp
(SEE NOTE SHEET 1) ,�� ,�.•. $ t, .r v
{: : " "`a PRODUCT APPROVED r I
is..� ;n• '0,; as Com Tying with the Ftorldn = N0.70692
3, ..CONCRETE BuIIdfng Godo w e
SAGE: „ .�/H°r 3 K51 MIN, NOA-No. 16-0617.02 ,
(v DIST. MtN. Approval Oate 07/20!2077 %®' t 4 It drawing no.
3 TRACK FRAMES By ,' ''4. oo �� `` W16-73
ANCHOR LOCATIONS Miam- a ro uc on ro �aij��A®��ry,j1 ��� sheet 1$of 23
18Y OR 2BY w STRUCTURES
WOOD BUCK X;6
1/8-THK
(SEE NOTE SK (SEE SHEET 15)
3 5/8-
A2
;El- MIN.
-EDGE DIST, A 9,
EDGE DIST,
MIN,
TYPICAL ANCHORS m
CAL ANCHORS SEE ELEVS.
ELEVS.
nU72 FOR SPACING
FOR SPACING
TYPICAL ANCHORS w:i ----- ---------------- ------
SEE ELEVS. n5 --
I
FOR SPACING A UIAMI-DADe TCOUNTY NOT E APPRD MULLION
lac.- I SEE SEPARATE
Lj
TYPICAL AN ORS t2
CH J
SEE ELEVS.
FOR SPACING
O
TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV.
FOR SPACING FOR SPACING FOR iFil,IG FOR SPACING
O 1/2'1W. 1/2"MAX
3/8-MAX. :3 AV
r_L0Z8MiNG -LOAD BEARING r-E5*—BEARING , :; -
SHIMS SHMS SHIMS = 0
C)
WOOD STRU RE • UJ 0
E38
2! g E
cq
TYPICAL AN >
CHORS
SEE ELEVS w Id L] I
FOR SPACING
w tz 2
f29 b
EXT. E7R, T .2 5
EXT, EXT.
LOAD HImsE
M". 1BY OR 26Y
I ......
AR NO WOOD SUCK
S (SEE NOTE SHEET 1)
......... PRODUCT APPROVED
as complying rldo
Vith the Flo
Building CONCRETE NOA-No. 16-0617.02
EDGE 3 KSI MIN.
DIST. Approval vato, 07120/2017 F
4 TRACK P, MR
FRAMES ByrteW16-73
WID—updo Product Control
t I lilt%
ITEM P PART C READ. DESCRIPTION MATERIAL MANF./SUPFMR/RMLIRXS F 1 r
E1 ES-EL400-001 1 FRAME HEAD(2 TRACK) 8063-T6 - C�
EIA ES-EL40G-201 AS REGO. FRAME HEAD(3 TRACK) 8063-T6 - m
EIB ES-EL400-205 AS REDD. FRAME HEAD(4 TRACK) 6063-T6
E2 ES-EL400-002 1 IFRAME SILL(2 TRACK) 6083-Te
E2A ES-EL400-202 AS READ, I FRAME SILL(3 TRACK) 6063-T6 - )"
E28 ES-EL4DO-208 AS REDD. FRAME SILL(4 TRACK) 6063-T6 - �' O
E3 I ES-EL400-00.3 B 2 FRAME JAMB(2 TRACK) 6063-TBU U
ESA ES-EL4c0-203 AS READ. FRAME JAMB(3 TRACK) 6063-T6 - ILO W
E'S ES-EL400-207 AS REDD. FRAME JAMB(a TRACK) 6083-T6
E4 ES-EL400-004 1/PANEL TOP RAIL(INSUL LAM.CLASS) 6063-T6
E5 ES-EL400-005 1/PANEL BOTTOM RAIL(INSUL LAM.GLASS) 8083-Te
E6 ES-EL400-006 AS,RECO. JAMB STILE(INSUL.LAM.CLASS) 6063-T6 - a'O O vj
E7 ES-EL400-007 AS REDD. INTERLOCK STILE(INSUL LAR.GLASS) 6063-T6 -
EB ES-EL400-009 I/PANEL TOP RAIL(LAM.CUSS) 6063-T6 - LL C
E9 ES-EL400-010 1/PANEL BOTTOM RAIL(LAM.CLASS) 6063-T8 - ID
Efo ES-EL400-011 AS RECD, JAMB STILE(IAM.GLASS) 6063-T6 T
Ell ES-EL40D-012 AS RECD. INTERLOCK STILE(LAM,GLASS) 6063-T6
E12 ES-EL400-013 AS READ. ASTRAGAL.STILE(LAM.CLASS) 8063-TB
E1 A ES-EL400-008 AS REDD. ASTRAGAL STILE(INSUL LAM.OUSS) 6063-TB - n
E13 ES-EL400-014 AS REDD. JAMB COVER 6083-TS
E14 ES-EL400-015 AS READ, IPOCKETJAMS 6063-TS - 0 m
E15 ES-EL400-016 AS READ. SILL TRACK6083-TB - b
o
E16 LS-EL4CO-017 AS REDD. HEAD COVER 6063-T5
E17 ES-EL400-018 AS READ, SILL RISER 6063-T8 - s� --
E18 ES-EL400-020 AS READ, FIXED PANEL BOTTOM GUIDE 6063-TB - cz
z
E16 ES-EL400-021 AS REDD. INTERLOCK REINFORCEMENT 6045-T5 -
E26 FS-6011 AS REDD. SCREW COVER 6063-T6
ppd `�i�
M1 ES-EL400-001 4/PANEL GLAZING GASKET(LAM.CLASS) SILICONE DUROMETER 7033 SHORE A
M2 FS-EL400-G02 4/PANEL 113LAZINo GAsKE1'(INSUL LAM.GLASS) SILICONE DUROMETER 7033 SHDRE A
M3 ES21320-004 AS READ. INTERLOCK BUMPER PVC DUROMETER 6035 SHORE D
M4 W33271NK AS RECD. PILE W'STRIPPINO(INTERLOCK) WOOL - to Nto
h
M5 W33181NK AS REDO. PILE W'STRIPPINO WOOL - LOCK
MS PSOI-0014 AS RECO. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE SURFACE MOUNT hIETAWC HANDLE AT 44"FROM BOTTOM
M7 PSO1-1015 AS RECD. STRIKE FOR MORTISE LOCK ST.STEEL
118 P501-1036 AS RECD. MORTISE 2 POINT LOCKyT,STEEL _ FASTENED TO LOCK STILE TH
M9 GT-834/3-01-A 2/PANEL ROLLER ASSEMBLY TNJAK - SU A X 1/2'FH SNS M2 i
SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK
MID 6844.1 AS READ. 113UMPER ALUM/NYLON - 44'FROM BOTTOM c
°
L111 ES-EL40D-FPI SL AS REDD. FIX, PANEL CUFASTENED To LOCK STILE WITHP Si.STEEL - (2) #10 X 1"FH SMS -gl
M12 #8 X 3/4' AS READ. I KEEPER FASTENERS ST.STEEL P.H.SMS
M13 #10 X 1-1/4" AS REDD. PANEL ASSEMBLY FASTENERS ST.STEEL P.N,SMS SURFACE MOUNT METALLIC KEEPER AT 44"FROM BOTTOM
FASTENED TO FRAME JAMB,.b..�[4LD ASTRAGAL STILE WITH
M14 #12 X 1-1/2" AS READ. FRAME ASSEMBLY FASTENERS ST.STEEL P.H.SMS (3) #8 X 3/4'PH SMS (M721
MIS #8 X 3/8' AS REDD. FIX.PANEL CUP FASTENERS ST.STEEL P.H.SMS
MIS #8 X 1/2' AS*REDD. FIX.PANEL CUP FASTENERS ST.STEEL. F.H.SMS
MIB A10 X 1/2' AS REDD. ROLLER FASTENERS ST.STEEL P.H.SMS S°b
MIS #10 X 1' AS REDD. LOCK INSTALLATION FASTENERS ST.STEEL F.H.SMS ```1111 11 fit,,A'' c<
M20 #8 X 1/2' AS REQD. I HANDLE INSTALLATION FASTENERS ST.STEEL F.H.SMS
PRODUCT APPROVED
as com 1yinBg with the Florida i$• 1a
Bu Code Z ti n
NOA-No, 16.0617.02 it>! ( 2231
SEALANT: Approval oats 07120/2017
®'•. ATE OF � � drowin no.
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH By ��—� RoR1D!. `� 9
WHITE/ALUMINUM COLORED SILICONE. MTam- a y o ue ontmT i�yj�'••...... 9�� W1 6-73
��®fVA@.L�p�`` shed 20 of 23
i
4.575 &686 7.496
062 .070 tilt q J
EI FRAME
.. HEAD (2 TRACK) EIA FRAME HEAD (3 TRACK) Ef6 FRAME HEAD (4 TRACK)
CY
062 .062 A70 a 04
2-000 21000 Z000 8 IL b r—,
L
NHH
4,782 5Z94— —7.704
FRAME SILL (2 TRACK) n- FRAME SILL (3 TRACK) E28 FRAME SILL(4 TRACK)
1.380
o
1.380 32P
072 .062
3.715dNw
4.585 sms 5.525 7.496 --H 7-335
.062
.072
,062 W vs 0
La
—.072
FRAME JAMB (2 TRACK) FRAME 8 (3 TRACK) f FRAME JAMB (4 WN
.062
1,745 Li
c
.433 R
78
—2.750—
PD Ay;44A-
E In', FOCKET JAMB PRODUCT"PROVED
as coreI& with the Florida
NOA-No._ 16.06117.02 E*
Approval Date 07/20/2017
OF drawing no.
fly
rodW16-7.31.75 Puct Comfol 0 1. 1
1.340 -^I 1.340 I-+- 1.875� 1 1.875-�j X1.970 16,U
L U
I I .094D .0941-
.062
I I .929 `6� 3
1.811
2.686 .062.811 2.686 .062 .062 .062 ;0:
y r J
7II- .052 .480 p 9 �� y •
II II IL 1.904 0 1.904 92
p �I
�I.6es Fes- 1•j� sN GLAZING GAKASS 0 �•'�n "
L IA�� G�99 µ1
I I+
em-
E8 PANEL TOP RAIL E4 PANEL TOP RAIL 1^-3.422 M--3.422
(LAV.GLASS) (INSUL CAM.CLASS) 1.340 p>g��'
�I.6681-^• Q a O 4 0
I I J
ASTRAGAL STILE ASTRAGAL STILE
E12 (IAM.GLASS) l (INSUL LAM.GLASS) .972 121 7Z7 N
062 ZN�
2.993 .062
2.993'
.99 .G62
T1.732 .0402118 I 2.118 M2GLAZING GASKET
.91I- 1.3505 IINSUL WA.CLASS
-W.711 Lo
.340 F� 1.340h- MATERIAL=SILICONE ,`J
N
Et 6 HEAD COVER TENSILE STRENGTH 701139 PSI o
PANEL BOTTM RAIL PANEL BOTTM RAIL ELONGATION AT BREAK 2358
E9 (IAM.GLASS) E6 (INSUL IAAF.GLASS) E79 INTERLOCK STIFFENER .243-�{ TEAR STRENGTH= 107 L6/IN • m
BRITTLENESS TEMPERATURE_=4P F
2.926--{ t2.051
.028-^{ .863 COMPRESSION SET a 12.5%(22ho217� V
062 I 082 I I`
.050 1.791 0
1.490 G 1. 0 .087 T N 3 dN•m
EIB o Z3t7�
2,051
FIX. PANEL BOTTOM GUIDE E13 JAI48 COVER Z o
PANEL JAMB STILE PANEL JAMB STILE LO v
EIO (LAM.GLASS) E6 (INSUL IAM.GLASS) 711fp- W M
.050 .287
2.750 E2.750- 512
.115 :4
.115 'L- .040- - .711
.275
1.340 8 1.340
1.798
L 062 L 062 Els TRACK INSERT E26 SCREW COVER °
u
1.622 1.622
INTERLOCK STILE INTERLOCK STILE
c- (LAM.CLASS) (INSUL LAM.GLASS) u
C v�
.500 n o&
111�1y1g1,111 I/llr �vc<
2.551 PRODUCT APPROVED I m
as eomplyyln5 with the Florida 92 G n
1.742 Building Cvtlo _*. :*_ u �.
�, NOA-No. 16-0617.02
HH Approval Dat-07/2012017
.062 ••' ,111�,,`'` • � drowing
`no.
Y OA -73.11, araueoo W
t7 SILL RISER �
1 Sheat 22 of 23
a IR
r I
a
ILR
Q0.G
0ObE
oN
FRAME TOP CORNER o
2 TRACK FRAMES(SHOWN)
3 TRACK FRAMES(SIMILAR)WITH (1)ADDL.FASTENER
4 TRICK FRAMES(SIMILAR)WITH(2)ADOL.FASTENERS PANEL TOP/BOTTOM CORNER
LVA.CLASS RAIL k STILE(SHOWN) U
msUL. LML CUSS RAIL!t STILE(SIMILAR)
�w
Z
?Ml+ Lo3
Lam
I ku
r' g
2• °o w
� o
Y
PRODUCT APPROVED :` a�'asBE
as gmpleng with the Florida Y c
BuT[ding o e No. n
NOA-No, 16-0617,02
FRAME BO CORNER Approval
Data 0712012017
2 TRACK FRAMES(SHOWN) "" F • W" df wW ng no.
3 TRICK FRAMES(SIMILAR)WITH(1)ADDL»FASTENER Mlam�- ro ac on o ��� RIDP:'; ;1.~, W16-73
4 TRACK FRAMES(SIMILAR)WITH(2)ADOL FASTENERS r •• ��
sheet 23 of 23