HomeMy WebLinkAboutProduct Approval (7) AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
August 11, 2020
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90
Tallahassee, FL 32399-2100
To whom it may concern,
As the design engineer retained to prepare the product approval(s) associated with this
letter as shown below on this same web page, I do hereby declare that I do not have and
will not have any financial interest in any company manufacturing or distributing the
referenced product(s), nor do I have or will have any financial interest with any other entity
involved in the approval process of the referenced product(s).
Sincerely,
`\Lti4lllll �J /
L�CENSF �Q i
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No.B
7O
NAL 1E � Sealed 8-11-2020
Jalal Farooq, P.E.
CFO
' NTPRAU
9360 Sunset Drive,Suite 2201 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooq@afcene.com
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INSTRUCTIONS: ? z o
USE CHARTS AS FOLLOWS. M ItsL n
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED M
ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE o J
USING APPLICABLE ASCE 7 STANDARD. P.3 L, n
STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEETS 5 & 6 0 Z T n
FOR THE GLASS TYPE USED.
STEP 3 USING CHARTS ON SHEET 7 SELECT HEAD ANCHOR OPTION m ' F
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
SERIES MG-1000 (L.M.I.) IN STEP 1 ABOVE.
ALUMINUM SLIDING GLASS DOOR STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
5
REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE STEP FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 12DETERMINE MIN.AND MAX.GAP DIMENSIONS.
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). g o
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS m u TO THE BUILDING STRUCTURE. y u ?
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. 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. 6
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 c m 0 o=N
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 8g m o 0 0
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT `LipjJ t) FL 19092 a m u o
Sealed:2/16/2021 #
I� O
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND \\\\ �1 FAR-1
REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. INSTALLATON S THIS PRODUCT DATED ON THIS PRODUCT EVALUATION ` Qy THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOET NOT DEVIATE FROM THE CONDITIONS DETULED �CF.NSFOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY oN THIS DOCUMENT. . o n
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 6 B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No•81223
AN
WATER INFILTRATION RESISTANCE ETC. ALTERED BY Y MEANS. o
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, HHH C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - a
AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)�� M
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPERUSE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ® 3T drawing no.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE wry{\ �+
Age p SPECIFIC DRAWINGS FOR REVIEW. ;'�1•••�.. P'•� \�� W 15-83
L ACCORDANCE WITH SECTION TION 17 OF FLORIDA BUILDING CODE. �ei�,Qv{ D-THIS P.E.D.SHALL BEAR'THE DATE AND ORIGINAL SEAL AND SIGNATURE OF /i/�0®��� \\\ O
LABELING TO COMPLY WRH SECTION 1J09.9.Z. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ///1/1III(11\\\ sheet 1 Of 1]
3"MAX. 3"MAX. r, HEAD ANCHORS, CLUSTER OF `
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CLUSTER OF 6 TYPICAL ELEVATION - $DAYLITE AT INTERLOCK/ASTRAGAL TESTED UNIT o _
PANEL HEIGHT - 8.0" (NON-POCKETED DOOR) -_ = v
PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" r-v 0
Sealed:2/16/2021 :�®'. sT Eq` drawing no.
MAX. FRAME AREA OF S.G.D. SHALL NOT ����y$+•''�... P''•(9\��` W 15-83
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REQUIREMENTS.PANEL AREA OF TESTED UNIT FL #19092 '���i�YONA.� \\\ sheet Z of�7
120"MAX.
DOOR FRAME HEIGTH
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POCKET CAVITY NOT BY'MR-GLASS'
NOT PART OF THIS APPROVAL
TO BE REVIEWED BY AHJ
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a Bate: 10-zs-15 revisions: MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a a' no a e v escription
.... F ENGINEERS 81 PRODUCT DEVELOPMENT
W �� scale: 1/2•-t'—o• MR—GLASS DOORS dC WINDOWS MANUFACTURING, LLC 9360 SUNSET DRIVE,SUITE 220
8051 N.W. 79th Place MIAMI.FLORIDA 331.73 (C.A.N. 3538) I•�
° QO e' TAR10 Medley, FL. 33166 TEL.(305)264-a%0o FAX.(305)2826978 �•r
W ° enk ey: Tel. (305) 764-3963 Fax. (305)470-8285 COMP-ANL W75-83MG
1/4"HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT SiREN'D GLASS
.090" Interlayer 090" Interlayer 4By
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SentryGlas Trosifol PVB ar And Color Glass Z m m j
By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' an Chemical Co.' m
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GLAZING OPTIONS _ No.81223
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Sealed:2/16/2021 :�®'.• sr �dy� drawing no.
AB� O `�� sheet 4 of 17
DESIGN LOAD CAPACITY - PSF
JAMBS W/O ANCHORS JAMBS WITH ANCHORS Es m
STD. INTERLOCK STD.INTERLOCK STD. INTERLOCK N
STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL E7 Z FF m j
GLASS TYPES GLASS TYPES E,D Q O Z n'4
AVERAGE DOOR FRAME GLASS TYPES 'H' & 'Hl' GLASS TYPES 'H' & 'HI' GLASS TYPES E13 E6
PANEL WIDTH HEIGHT A & 'Al' 'C' & 'Cl' 'A' & 'AI' 'C' & 'CI' 'A' & 'Al' a y e n o
INCHES INCH6 EXT.(+) INT.(-) EXT.(+) INT.(-) E7(T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) E7 0 O N`m U
30 100.0 100.0 00.0 80.0 100,0 100.0 80.0 80.0 120.0 140.0 fCL W
36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 m O C LL
42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 C t n
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60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 Q 91 IZ
30 100.0 100.0 80.0 80.0 100.0 1 100.0 80.0 80.0 120.0 140.0 STD. INTERLOCK STD. ASTRAGAL REINF. ASTRAGAL It i o N
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36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 LL z w= 0m
42 84 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 J i 5 w
48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 BO.0 120,0 140.0 a W m
54 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4
60 80.0 80.0 - - 80.0 80.0 - - 96.0 112,0
30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 i
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54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4
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50 - - - - - - - - 115.2 134.4
52 - - - - - - - - 110.8 129.2
54 - - - - - - - - 106.7 124.4
56 - - - - - - - - 102.9 120.0 0
30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0
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36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 NOTE: y
42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 GLASS CAPACITIES ON THIS SHEET ARE
48 ,DB 100.0 100.0 - _ - 100.0 1 100.0 - - 120.0 140.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS)
50 - - - - - - - - 115.2 134.4 AND FLORIDA BUILDING COMMISSION
52 - - - - - - - DECLARATORY STATEMENT DCA05-DEC-219
- 110.8 129.2 w
0 0
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30 - - - - - - - - 120.0 140.0
36 - - - - - - - 120.0 ,ao.o FL #19092 g
42 114 - - - - - - - - 120.0 140.0 `1�11,n1urrrrr7 0
48 - - - -_ - - - - 120.0 140.0
50 - - - - - - - 115,2 134.4
30 c- - - - - - - - 120.0 140,0 NO.81223 '% 2 n �•
36 120 - - - - - - - - 120.0 140.0
42 - - - - - - - - 120.0 140.0
48 - - - - - - - - 120.0 140.0
DOOR FRAME WIDTH Sealed:2/16/2021 ® •. HT r Qy; drawing no.
EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR AVERAGE PANEL WIDTH '�i ,, •'���� -8311
®��NUMBER OF PANELS i S � `
CONFIGURATIONS EXCEPT TWO PANEL (X%) DOORS �7 ash ��
SEE SHEET 10 FOR TWO PANEL (XX) DOOR LIMITATIONS. 7A/r/rr11L sheet 5 ofl7
DESIGN LOAD CAPACITY - PSF U '
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escrl Ion
MR—GLASS DOORS&WINDOWS MANUFACTURING. LLGENGINEERS&PRODUCT DEVELOPMENT
V 9360 SUNSET DRIVE,SUITE 220
8051 N.W. 79th PIOCe MIAMI.FLORIDA 33173 CA N. 3538
pr. Y: TAR10 (
00 Medley, FL. 33166 TEL(305)2646100 FA%.(305)2626978
J W ° cW by: Tel. (305) 764-3963 Fax.(305)470-8285 COMP-ANL\W15-83MG
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INTO WOOD STRUCTURE = 1" MIN. = _ _
INTO METAL STRUCTURE = 3/4" MIN.
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ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY Sealed:2/16/2021 ® •.. �� I drOwing no.
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES.
GA SULESOF BOND BREAKER S THAN 1/4-MAY BE DESIGNE OR ED BY OF GINEERAP OOF RECORD BY
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(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
/ POCKETED JAMB OPTION
ANCHOR EDGE DISTANCES o
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INTO WOOD STRUCTURE = 1" MIN. w
INTO METAL STRUCTURE = 3/4" MIN.
POCKET CAVITY NOT BY 'MR-GLASS'
NOT PART OF THIS APPROVAL WOOD AT JAMBS SG - 0.55 MIN.
TO BE REVIEWED BY AHJ
CONCRETE AT JAMBS f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS Vrn = 2000 PSI MIN.
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E5 THRESHOLD/JAMB CAP E10 REINF. ASTRAGAL I E13 STD. ASTRAGAL I E16 INTERLOCK REINFORCING FL #19092 777"111
ITEM N PART# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS SEALANT:
E1 1000-E-1001 2 FRAME HEAD/SILL 6005-T5 - a0
E2 - AS READ. FRAME COVER 6063-T5 - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
E3 - AS REOD. JAMB COVER 6063-T5 - WHITE/ALUMINUM COLORED SILICONE. Z J
E4 1000-E-1002 2 FRAME JAMB 6063-T6 - 0 q
ES 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP 6063-T5 - LOCKS: F is n a
E6 1000-E-1010 AS REDD. PANEL RAIL/STILE 6005-T5 - IL 1 m O
E7 1000-E-1011 AS REg0. PANEL INTERLOCK 6005-T5 - SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK N...o
AT 38-1/2' FROM BOTTOM 0 d m
EB 1000-E-1018 AS READ. INTERLOCK COVER 6063-T5 - FASTENED TO LOCK STILE WITH a
(2) 10-24 X 1/2"FH TC MS
E9 1000-E-1007 1/MOV. PANEL TRACK 6005-T5 - SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM 0 n
E10 1000-E-1013 AS READ. REINF.ASTRAGAL BOOS-T5 - FASTENED TO LOCK STILE WITH a G W`I
Ell 1000-E-9001 4/PANEL GLASS STOP(LAM. GLASS) 6063-T6 - (2) 8-32 X 2-5/8" FH MS Q'C K M c
E12 1000-E-9002 4/PANEL GLASS STOP(INSUL. LAM. GLASS) 6063-TB - SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2"FROM BOTTOM 0 a O O 'I
E13 1000-E-1012 AS REOD. STD.ASTRAGAL 6005-T5 - FASTENED WITH 0(n 0 d
(1) #14 X 2-7/8" FH SOS AND Im¢ O9 a
E14 MGR-1014 AS READ. 3-5/8"SILL RISER 6063-T6 OPTIONAL (1) 12-24 X 1/2" PH MS Q.:a a
E15 MGR-1019 AS READ. 4-5/8"SILL RISER 6063-T6 OPTIONAL U)_ o
E16 E-900B AS REDD. INTERLOCK REINFORCING 6063-TG - Q W Oml
E17 E-1022 AS REOD. HOOK STRIP 6083-T6 -
E18 E-9008 AS REOD. HOOK STRIP COVER 6063-T6 -
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G1 W71325NK AS REOD. TRI FIN PILE W'STRIPPING - ULTRAFAB
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G2 - AS REDD. COMPRESSION GASKET EPDM DUROMETER 7035 SHORE A ^v
G3 - AS REOD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70±5 SHORE A O
G4 - AS REOD. WEDGE GASKET EPOM DUROMETER 70±5 SHORE A y
GS E516 AS REDD. AIR SEAL GASKET SANTOPRENE ULTRAFAB r
G6 E238 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB
G8 - - 1/4"THK.FOAM PAD POLYETHYLENE - _z P. o
G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - O O"10
G70 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE - y n
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L1 PS01-7002 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK M-r
L2 PSOI-7102 - 2 POINT MORTISE LOCK h HANDLE - INTERLOCK
L3 PSO1-1005 - ADJUSTABLE STRIKER - INTERLOCK
L5 - - LOCK RECIEVER 6063-T5 -
M1 - 2 PANEL ROLLER ASSEMBLY AT 9"FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4"PH MS o_
M6 - AS REOD. PANEL GUIDES NYLON -
M7 - AS REOD. PANEL GUIDES NYLON - n
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S1 #12 X 1 1/2" 4/CORNER FRAME ASSEMBLY FASTENERS ST.STEEL HWH SDS
S2 10-24 X 1/2" AS READ. INTERLOCK FASTENERS,AT 6" FROM ENDS AND 12"O.C. ST.STEEL PH TC MS iii
53 AB-18% I/2" AS REOD. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS o 0
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FL #19092
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E s�cie: 3/e•=I• MR—GLASS DOORS&WINDOWS MANUFACTURING, LLOJ ENG T DRIVE,SUITE 220
INEERS&PRODUCT DEVELOPMENT
(1 9360 SUNSE
V 8051 N.W. 79th Place MIAMI,FLORIDA 33173 (CA.N. 3538) '�
OD . dr,bY• TARIO Medley, FL. 33166 TEL(305)264-HSaO FA74(305)2826978 c
�1 W P Tel. (305) 764-3963 Fax.(305) 470-8285
COMP—ANL W75-83MG
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