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Product Approval Menu>Product or ADDlication Search>Application List>Application Detail
FL# FL27914-R2
Application Type Revision
Code Version 2020 REVIEWApplicationStatusApproved E .
Comments
CODEE COMPLIANCE
Archived ElSTa LUCIE COUNT`'
Product Manufacturer Tecnoglass LLC. E30c`"
Address/Phone/Email 3550 nw 49 street
305)342-0890 O
ssabagh@eswllc.com
Authorized Signature alai Farooq File Copyveronica@afceng.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding 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 ]alai Farooq
the Evaluation Report
Florida License PE-81223
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 02/19/2036
Validated By JAVAD AHMAD PE,INC.
Validation Checklist-Hardcopy Received
Certificate of Independence FL27914 R2 COI SS-Certificate of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2013
ASTM E1996 2014
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
hqs://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvNL6Whvr42... 7/26/2021
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 03/31/2021
Date Validated 04/01/2021
Date Pending FBC Approval 04/05/2021
Date Approved 06/08/2021
Summary of Products
FL# Model,Number or Name Description
27914.1 Series"2400 ST"Aluminum Sliding Small missile impact resistant aluminum sliding glass door.
Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL27914 R2 II SS-2400ST SGD(SMI)-DWG 18-81F
Approved for use outside HVHZ:Yes 2020). df
Impact Resistant:Yes Verified By:]alal Farooq PE#81223
Design Pressure:+131/-142 Created by Independent Third Party:Yes
Other:See drawing 18-81F for span vs load combination Evaluation Reports
and installation details. FL27914 R2 AE SS-2400 ST SGD(SMI)-PAE 2020.odf
Created by Independent Third Party:Yes
27914.2 Series"2400 ST"Aluminum Sliding Large missile impact resistant aluminum sliding glass door.
Glass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL27914 R2 II SS-2400ST SGD(LMI)DWG 21-21F
Approved for use outside HVHZ:Yes 2020.odf
Impact Resistant:Yes Verified By:Jalal Farooq PE#81223
Design Pressure:+131/-131 Created by Independent Third Party:Yes
Other:See drawing 21-21F for span vs load combination Evaluation Reports
and installation details. FL27914 R2 AE SS-2400ST SGD(LMI)-PAE 2020.pdf
Created by Independent Third Party:Yes
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Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 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 email address if they have one.The
emails 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 here.
Product Approval Accepts:
WN I
Credit Card
Safe
0 No 6cepfton taken RejectedMakeCorrectionsasNoted Submit Specified ItemReviewandResubmitNotReviewed
Submittal is reviewed only all to general conformity withdesign concept of theProjectandgeneralcompliancewiththeinformationgivenintheContractDocuments.Corrections and/or comments made as part of this submittal reviewdonotrelievecontractorofresponsibilityfromconformancewiththeContractDocuments,applicable codes,and laws-all of which have priority over thissubmittal.The design professional does not warrant or represent that theinformationwi!bin the submittal is either accurate or complete.Sole responsibili`nrforcorrectdesign,details,and dimensions shall remain with the party providingftsubmittal.Contractor is responsible for all dimensions,qua - ' S andperformancerequirementstobeconfirmedandcorrelatedatajobsite;for atinformationthatpertaisolelytothefabricationprocessertotechniquesofconstruction;for all dination of the work of all trade or assuring0onsistencywiththCntractDocuments;and for pe King the work in aandsatisfactorymno sW
JAMES G RCHIT T. AR0009780
aevlewod
f
Dam r et 2021
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvNL6Whvr42... 7/26/2021
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SERIES-24005T ALUMINUM SLIDING GLASS DOOR
SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE.
USING CHARTS ON SHEETS 3 SELECT ANCHOR OPTION
9
J L
1/4" MAX. SHIM) WITH DESIGN RATING MORE THAN DESIGN N !
2LOADSREQUIRED.
7LOWERDESIGNPRESSURESFROMGLASSORANCHORQ t n
J MCHARTSHEAD & SILL WILL APPLY TO ENTIRE SYSTEM,
OWHENSHIMATJAMBSEXCEED1/4", LOWER DP FROM GLASS, O z n
ANCHOR CHART (HEAD/SILL ON SHEET 3) OR JAMB CHART (SHEET 6) J Z R
SHALL CONTROL FOR ENTIRE ASSEMBLY SYSTEM. W MDOORSMUSTCOMPLYWITHEGRESSREQUIREMENTSAS
F
APPLICABLE PER FBC.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 2
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS H
dANDINSTALLEDPERMANUFSINSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3/31/2021
FL #27914 •°
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
TTTII111TTT FREQUIREMENTSOFTHE2020FLORIDABLDG. CODE &ADOPTED STANDARDS. A INST IATON OFACTORTOBHISEPRODUICTEBASORTHEDONSELECTITHISON.PURCHASEEVALUATION ,';uT i i''THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. uCENgF•'•, O
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 8-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF I
WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS.No.81223 2 I
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTEREDANDTOBEREVIEWEDBYBUILDINGOFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD IE.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER V iiifff
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED
ST dfOWln
a
no.ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE 9MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 21—21 FANDP.E.D.SHALL BEAR THE DATE D ORIGINAL SEAL AND slcruruRE OF i SLABELINGTOCOMPLYWITHSECTION1709.9.2.
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
fill TTAA`
A
sheet 1 of 10
194 1/4' MAX.4
DOOR FRAME WIDTH CLUSTER OF ANCHORS M
AT MTG.STILE &INTERLOCK
AT 2-1/2'O.C. FALSE MUNTIN Z tr
5'
TMp, SEE HEAD ANCHOR CHARTS OPTIONAL 0_
5„
2 1 2- MAX. ON SHEET 3
2 1/2" MAX.
HEAD/SILL C FOR QUANTITIES f Z la
CLUSTER OF HEAD ANCHORS CORNERS
HEAD/SILL rSEE CHARTS ON SHEET 3 1 1 1 1 1-11,
CORNERS --/ FOR QUANTITIES
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AT 2-1/2"O.C. II W O p m
AT FRAME SILL i II I[7
SEE ANCHOR CHART SHEET 3)w li N M
11
B D
44 5/8' 44 5/8" 2 1/2' m
FREE STANDING JAMB OPTION W/ SIDE JAMB ANCHORS IwoO.L. OPG. D.L. OPG.Tom•
120- MAX. DOOR FRAME HEIGHT USING ITEMS #35 OR #36) 50 1/4' NOM.
2 1/2' v _
TYP
4, 6 OR 8 ANCHORS
PANEL WIDTH 50' NOM. AT MTG. STILE& INTERLOCK
iO
PANEL WIDTH AT 2-1/2'O.C.
SEE SILL ANCHOR CHART ON SHEET 3
TYPICAL ELEVATION
FOR CAPACITY
TESTED UNIT (OXXO)
LOWER CAPACITY OF HEAD OR SILL MAY CONTROL)y
0 m
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111 1 1 11
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P VIGEN3Lc'ii m q
No.811222
DAYLITE QPENIN0
DLO WIDTH - FIX. PANEL MOTH - 5.625'
STA !f(/ dfaWing no.
DLD WIDTH -OPER. PANEL WIDTH - 5.375" ALTERNATE SIZE UNITS: 3/31/2021
DLO HEIGHT- FRAME HEIGHT 5.500" MAX. FRAME AREA OF DOORS NOT TO EXCEED i
PANEL HEIGHT- FRAME HEIGHT - 1.875' TESTED FRAME AREA OF 178 SQ. FT. FL #27914
MATERIAL MANP./SUPPLIER REMARKS
DESIGN LOAD CAPACITY - PSF ITEM NO. ART NUMBER QUANTITY DESCRIPITON 1L I I
PANEL WIDTH DOOR_ 9/16" GLASS 1 2400ST-038 1 FRAME HEAD 6063-TB/6005-TS - to
NOMINAL
MCHES News EXT.(+)/INT.(-) to 2400ST-058 1 ALT. FRAME HEAD 8083-78 -
Z m
7
w
30 131.0 2 2400ST-039 1 FRAME SILL 8D05-T5 -
F y
36 131.0 2A 2400ST-010 1 ALT. FRAME SILL 6005-T5 1 Z
42
98
131.0 3 2400ST-042 2 FRAME JAMB 6063-T6 4 n
48 131.0 3A 2400ST-001 2 ALT. FRAME JAMB 6063-T6 -
O w Np IS
54 117.8 4 24005T-00B i/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - a d t
60 106.0 4A 2400ST-069 1/MOV. PANEL ALTERNATE MOVING HORIZ.SOTT. RAIL 6063-TO - p idi.
30 131.0 5 1 2400ST-009 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 8063-TB - C t y n
36 131.0 B 24005T-006 1/MOV.PANEL TOP MOVING RAN. 6063-76 - C
42 102 131.0 7 2400ST-007 1/FlX. PANEL TOP FIXED RAIL 6063-T6 - 0 4 C G g
4B 131.0 B 2400ST-004 1/FlX. PANEL JAMB FIXED STILE 6063-T6 - O.6 K °Q
54 117.8 U7 9 2400ST-002 1 JAMB FIX. STILE/LOCK STILE 6063-T6 - 2 O N
30 131.0 M 10 2400ST-037 1/PANEL INTERLOCK 6005-T5 - Z N
36
108
i31.0 11 2400ST-005 1 MEETING STILE 6005-T5 - o
42 131.0 OW 12 24005T-012 1 THRESHOLD FILLING TRACK(LENGTH OPNG. WIDTH BETWEEN FIXED PANELS) 6063-TB - Q
4B 131.0
Li
0 13 2400ST-011 - SILL TRACK ANCHOR 8005-TS -
30 131.0 U 13A -4/CUP 1/4-20 X 3/4"LG.SOCKET HEAD CAP SCREWS ST/ST
36 131.0 Z 14 2400ST-019 1 HEAD ADAPTER (LENGTH - OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 -
42
114
131.0 z Z 15 2400ST-031 2 SILL TRACK PLATE (5-1/4"X 1/4"X 4"LONG) ALUMINUM AT EACH END
J
n
48 131.0
0 75A 2400ST-031 3 SILL TRACK PLATE(5-1/4",X 1/4"X 9"LONG) ALUMINUM AT INTERLOCK/ASTRAGAL STILES o I
30 131.0 In 2 2400ST-032 - MTG. RAIL THRESHOLD SEAL 6063-T5 6"LONG g e
36
119-1/2
131.0 11 #10 X 1/2" 2 WEATHERSTRIP FASTENERS
42 131.0 18 V-027 BULB W'STRIPPING VINYL FP-712 PROTOTYPE R
48 131.0 Z= 19 WV-2310 FLAP WEATHER SEAL VINYL WIBORG 8
30 120.0 Z U_' 20 V-026 BULB W'STRIPPING NNYL FP-198 PROTOTYPE 9 1 w
36 120.0 Q W ULTRAFAB J N
120
F-2 21 W31265NK FIN PILE W'STRIPPING U1 4.
42 120.0
U1
W 22 0250X270 0-LON W'STRIPPING SCHLEGEL V)
48 120.0 Q 24 V-020 AS READ. GLAZING GASKET(9/16"IMPACT GLASS), DUROMETER 75f5 SHORE A VINYL WV-1429 WIBORC N M
30 120.0 tL t1
pppq
26 PR03-6005 2/MOV. PANEL TANDEM PLASTIC WHEELS IN METALLIC HOUSING DUAL ROLLERS
36
126
120.0 r C) 26A PR03-6000 2/MOV. PANEL TANDEM WHEEL ASSEMBLY ST.STEEL INTERLOCK w O Z n
42 120.0 3 OQ 27 1 STANDARD MORTISE LOCK ST. STEEL INTERLOCK U
yyJI 5d
48 120.0 1n 28 1/LOCK LOCK KEEPER,AT 41-1/2"FROM BOTTOM PLATED STEEL INTERLOCK N F M
D
30 120.0 0< 29 DOOR BUMPER 1'DIA X 3/4"LONG
36
132
120.0 0
30 2400ST-040 AS REDD. INSIDE SCREEN TRACK 6063-T6 -
42 120.0801
uJ
31 110 X 1-1/2" 2/ PANEL PANEL ASSEY. SCREWS ST/ST -
48 120.0 Z Li_j 32 /10 X 1" 2/CORNER FRAME ASSBY. SCREWS
33 2 4-1/4"X .060" X 8"LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM
34 5/8"X 1-1/2"X .1"PLATE O LOCK STILE BOTTOM ALUMINUM FASTENED W/ #6 X 3/8"FH SMS o
1/4"HEAT STREN'D GLASS 35 2400ST-071 1 FREE STANDING JAMB (FIX. SIDE) 6005-T5
090" Interlayer
38 24005T-072 i FREE STANDING JAMB (OPERABLE SIDE)6005-T5 -
mv
SentryGlas SEALANTS:
By 'Kuromy America, Inc.' LOCK:
if4"HEAT STREN'D GLASS
SURFACE MOUNT METALLIC HANDLE AT 41-1/2" FROM BOTTOM ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND
FASTENED TO LOCK STILE WITH HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH
F SILICONE
2) #8 X 1/2" FH SMS WHITE/ALUM COLORED SEALANT. o
F DOWSIL 995 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK
i 41-1/2" FROM BOTTOM L\1111111/IAA c
2 yl FASTENED TO LOCK STILE WITH
L65
2) 1{70 X 1"FH SMS EN3g•
CG n iI! SURFACE MOUNT METALLIC KEEPER AT 41-1/2" FROM BOTTOM T
o
ROFASTENEDTOFRAMEJAMBANDASTRAGALSTILEWITHNO.8122 0
24 3) #8 X 3/4" PH SMS 1•: I' *=_
S $
NOTE: i drawing no.
GLASS CAPACITIES ON THIS SHEET ARE 3/31/2021
BASED ON ASTM E1300-09 (3 SEC. GUSTS) 21-21 F
AND FLORIDA BUILDING COMMISSION FL #27914 2 ,
L5```LA sheet 2 of 10C-L•e2INC- DETAIL DECLARATORY STATEMENT DCA05-DEC-219 Tt NTI LL
DESIGN LOAD CAPACITY - PSF (HEAD ANCHORS) DESIGN LOAD CAPACITY - PSF (SILL ANCHORS) 4 V
ANCHORS TYPE 'A' ANCHORS TYPE 'R' ANCHORS TYPE 'C' ANCHORS TYPE 'D'7 N
2 ANCHORS S ANCHORS 4 ANCHORS 5 ANCHORS 2 ANCHORS S ANCHORS 4 ANCHORS 2 ANCHORS S ANCHORS 4 ANCHORS 2 ANCHORS S ANCHORS 4 ANCHORS 1
AT FREE AT FREE AT PRFE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREB AT FREE Z h j
SAND.JAMB STAND.JAMB STAND.JAMB STAND.JAMB STAND.JAMB STAND.JAMB STAND.JAYS STAND.SAME STAND.JAMB STAND.JAMB STAND.JAPE STAND.JAW STAND.IAES
4 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 4 ANCHORS 8 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS F W
n la
AT YTG. AT MTG. AT MTG. AT MTG. AT MTC. AT Im. AT MTG. AT M. AT MTG. AT MTG. AT LTC. AT M. AT MTG. Q 0.
MILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS g ONy`m v
PANEL WO TH DOOR N
NOMINAL FRAME HEX: EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXi. (+) EXT. (+) EXT. (+)
PANEL
NNCHES FRAME HEIG EM. (+) E
T.. (-3
DR. (+)
O W
INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT.(-) INT. (-) INT. (-) INCHES INCHES INT. (-) INT. (-) INT. (-) pIII30115.6 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 30 131.0 131.0 131.0 O y of
36 26.3 131.0 131.0 131.0 122.3 131.0 131.0 130.3 131.O 131.0 36 122.3 131.0 131.0 Vcf p
42 82.6 123.9 131.0 131.0 104.9 131.0 131.0 111.7 131.0 131.0 42
9fi
104.9 131.0 131.0
NOTE: C aIr
48
96
72.3 108.4 131.0 131.0 91.8 131.0 131.0 97.6 131.0 131.0 48 91.8 131.0 131.0 i,ANCHOR CAPACITY BASED ON MAX. 1/4"SHIMS O tATHEAD/SILL AND JAMBS.
54 64.2 98.3 117.8 117.8 81.6 117.8 117.g 86.9 117.E 117.8 54 81.8 117.8 117.E Q'H 67 O q
60 57.8 86.7 106.0 106.0 73.4 106.0 106.0 78.2 106.0 106.0 60 73.4 106.0 106.0 2.FREE STANDING JAMB (W/O SIDE JAMB ANCHORS) Q 3 N
LIMITED TO 120"MAX. SPAN.LL Z
Y)_a
30 108.8 131.0 131.0 131.0 131.0 131.0 131.0 131,0 131.0 131.0 30 131.0 131.0 131.0 J m Q J
36 90.7 131.0 131.0 131.0 115.1 131.0 131.0 122.7 131.0 131.0 38 115.1 131.0 131.0 Q M E
42 102 77.7 116.6 131.0 131.0 98.7 131.0- 131.0 105.1 131.0 131.0 42 102 98.7 131.0 131.0
48 68.0 102.0 131.0 131.0 86.4 129.5 131.0 92.0 131.0 131.0 48 88.4 129.5 131.0
54 60.4 90.7 117.5 117.8 76.8 115.1 117.8 81.8 117.8 117.8 54 76.8 115.1 117.8
3D 102.5 131.0 131.0 131.0 130.5 131.0 131.0 131.0 131.0 131.0 30 130.5 131.0 131.0 I
36
108"
85.6 128.4 131.0 131.0 108.7 131.0 131.0 115.9 131.0 131.0 36
108"
108.7 131.0 131.0 o
n
42 73.4 110.1 131.0 131.0 93.2 131.0 131.0 99.3 131.0 131.0 42 93.2 131.0 131.0 g
48 64.2 96.3 1Z%.4 131A 81.6 122.3 13t.0 86.9 130.3 131.0 48 81.6 122.3 131.0 tNi1
30 97.3 131.0 131.0 131.0 123.6 131.0 131.0 131.0 131.0 131.0 30 123.6 131.0 131.0
36
114
61.1 121.7 131.0 131.0 103.0 131.0 131.0 109.8 131.0 1 31.0 38
114
103.0 131.0 131.0
42 69.5 104.3 131.0 131.0 88.3 131.0 131.0 94.1 131.0 131.0 42 88.3 131.0 131.0 rn
48 60.8 91.3 121.7 131.0 77.3 115.9 131.0 82.3 123.5 131.0 48 77.3 115.9 131.0 N
30 92.9 131.0 131.0 131.0 117.9 131.0 131.0 125.6 131.0 131.0 30 117.9 131.0 131.0
to
36 77.4 116.1 131.0 131.0 98.3 131.0 131.0 104.7 131.0 131.0 36
119-1/2
98.3 131.0 131.0
119-1/2
J
42 68.3 99.5 131.0 131.0 84.2 131.0 131.0 89.7 131.0 131.0 42 84.2 131.0 131.0
N 3 J`O
48 58.0 87.1 116.1 131.0 75.7 128.4 131.0 78.5 117.8 131.0 48 73.7 126.4 131.0 Z Z I`
30 92.5 120.0 120.0 120.0 117.4 120.0 120.0 120.0 120.0 120.0 30 117.4 120.0 120.0 W
o
36
120
77.1 115.6 120.0 120.0 97.9 120.0 120.0 104.3 120.0 120.0 36
120
97.9 120.0 120.0 F-raj
42 66.1 99.1 120.0 120.0 83.9 120.0 120.0 89.4 120.0 120.0 42 83.9 120.0 120.0
48 57.8 86.7 115.6 120.0 73.4 110.1 120.0 78.2 117.3 120.0 48 73.4 110.1 120.0
30 88.1 120.0 120.0 120.0 111.6 120.0 120.0 119.2 120.0 120.0 30 111.8 120.0 120.0
36
126
73.4 110.1 120.0 120.0 93.2 120.0 120.0 99.3 120.0 120.0 36
128
9213.2 17C 120.0
42 62.9 94.4 120.0 120.0 79.9 119.8 120.0 85.1 120.0 120.0 42 79.9 119.8 120.0
48 55.0 82.6 110.1 120.0 69.9 104.9 120.0 74.5 111.7 120.0 48 69.9 104.9 120.0 cc
30 84.1 120.0 120.0 120.0 106.8 120.0 120.0 113.7 120.0 120.0 30 105.8 120.0 120.0
36 70.1 105A 120.0 120.0 B9.0 120.0 120.0 94.8 120.0 120.0 36
132
132
69.0 120.0 120.0
42 80.1 90.1 120.0 120.0 76.3 114-A 120.0 81.2 120.0 120.0 42 76.3 114.4 120.0 1
4g 52.5 78.8 105.1 120.0 86.7 100.1 120.0 71.1 106.6 120.0 48 66.7 100.1 120.0
o m
9 -4om
NOTE:
1111IU II
lli
c
SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 1 ,'••F ,'i
USE CHART ON THIS SHEET TO DETERMINE HEAD OR SILL ANCHOR CAPACITIES. 10ENSF''•.
LOWER DESIGN PRESSURES FROM GLASS, HEAD OR SILL ANCHOR CHARTS WILL APPLY 9
TO ENTIRE SYSTEM WITH 1/4" MAX. SHIM (HEAD/SILL/JAMB), No.81223
WHEN SHIM AT JAMB EXCEED 1/4" THE JAMB CHART (SHEET 6) SHALL CONTROL FOR
THE ENTIRE ASSEMBLY.
SEE SHEET 5.1 FOR ANCHOR DESCRIPTION
8T F : drawing no.
3/31/2021 %, 21-21F
FL #27914
I 1 1A11`` sheet 3 of 10
4.V
CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY
SEE SHEETS 5 do 6 FOR FRAME ANCHOR INSTALLATIONS.
Z m N
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FRAME WIDTH 14 AT HEAD
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SERIES-2400ST ALUM SLD. GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a'c no o e description
E TECNOGLASS, LLC
9360 SUNS T
PRODUCT DEVELOPMENT C
MIAMSUNSET DRIVE,SUITE 22(
o N
o
a „ TARtO
3550 N.W. 49 STREET MIAMI,FLORIDA 33173 (C.A.N. 3538)
o MIAMI, FL. 33142 TEL(30s)264-SSOo FAX.(305)2626978
p ° W.6Y• TEL (305) 636-5151 FAX. (305) 638-5158 COMP-ANL 21-21F-TG
L
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 27914
Date: 03/16/2021
Detailed Product Description:
Manufacturer: TECNOGLASS, LLC.
Manufacturer Address: 3550 N.W. 49 STREET—MIAMI, FL. 33142
Model Name: SERIES "2400ST" ALUMINUM SLIDING GLASS DOOR
Maximum Load:+131 PSF,-131 PSF (Large Missile Impact)
Installation Drawings#21-21F
This product complies with the High Velocity Hurricane Zone (HVHZ)testing requirements.
For maximum sizes, combination of span vs loads and anchor type refer to installation drawings.
Comparative analysis used X Yes — No
Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
TEST DESCRIPTIO TEST LOCATION TEST REPORT TEST REPORT# Test
N DATE Sealed by
ASTM E283 Air Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E.
Infiltration Testing Lab, Inc 07/16/2010 FTL-6096 Jorge A. Causo, P.E.
Leakage 03/16/2019 FTL-10469 Idalmis Ortega, P.E.
Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E.
Testing, Inc.
ASTM E331 Water Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E.
OR ASTM 547 Penetration Testing Lab, Inc 06/16/2005 FTL-4615 Edmundo Largaespada PE
TAS 202 07/16/2010 FTL-6096 Jorge A.Causo, P.E.
03/16/2019 FTL-10469 Idalmis Ortega, P.E.
Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E.
Testing, Inc
ASTM E330 Uniform Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E.
TAS 202 Static Air Testing Lab, Inc 06/16/2005 FTL-4615 Edmundo Largaespada PE
Press.07/16/2010 FTL-6096 Jorge A. Causo, P.E.
03/16/2019 FTL-10469 Idalmis Ortega, P.E.
Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E.
Testing, Inc
ASTM F842 Forced Entry Fenestration 06/25/2001 FTL-3106 Luis Figueredo, P.E.
Test Testing Lab, Inc 07/16/2010 FTL-6096 Jorge A. Causo, P.E.
03/16/2019 FTL-10469 Idalmis Ortega, P.E.
Blackwater 01/24/2018 BT-ESW-18-001 Constantin Bortes, P.E.
Testing, Inc.
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com