HomeMy WebLinkAboutProduct Approval (3) %� W
AL-FAROOQ CORPORATION
unCONSULTING 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,
\\X%4iIIIIIJ///
VkGENSF' .-Q
No.8
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�'S`s�ONAL 0\\` Sealed 8-11-2020
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Jalal Farooq, P.E.
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9360 Sunset Drive,Suite 2201 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooq@afcens.com
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INSTRUCTIONS: z $ v
USE CHARTS AS FOLLOWS. o D.
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED m H7
ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE o J
USING APPLICABLE ASCE 7 STANDARD. o g 3 n
STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEETS 5& 6 o v Z T
FOR THE GLASS TYPE USED. 7�
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STEP 3 USING CHARTS ON SHEET 7 SELECT HEAD ANCHOR OPTION 00: 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 STEP 5
REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE _ TE FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 12DETERMINE MIN.AND MAX. GAP DIMENSIONS. a
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o o
113Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE u J=
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 4�
TO THE BUILDING STRUCTURE. y a 5 b
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. H •� m•-
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A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. =o 0 0
Sealed:2/16/2021 FL #19092 � g< m o
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 4,>9 ♦YL1L111111TT�F7' 0
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE &ADOPTED STANDARDS. A-CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND ♦♦♦ fie, FpA�yypp i77
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION ♦
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
��:'UCFNS�c•'•, i «
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ON THIS DOCUMENT. _♦ of
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS���EEE777"' PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o
WATER INFILTRATION RESISTANCE ETC. ALTERED By
ANY MEANS. No.81223
— ••
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.RJ-•a T, v
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER i §; •.• ` 0
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED 0 ST 615� iw
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 •SPECIFICDRAWINGS FOR REVIEW,IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. � D-THIS P.E.D.SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF i7 BA, ♦
LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Y YONA, ��
3"MAX. 3"MAX. y, HEAD ANCHORS, CLUSTER OF {�
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PANEL WIDTH 49 7/16" JAMB ANCHORS w
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DAYLITE OPENINGS WIDTHS: 3„
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CORNERS CLUSTER OF 6 TYPICAL ELEVATION N o.81223 oa
A OPENING HEIGHT: AT INTERLOCK/ASTRAGAL
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PANELNEL HEIGHT - 8.0° (NON-POCKETED DOOR)
PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" ��•' o
MAX. FRAME AREA OF S.G.D. SHALL NOT Sealed:2/16/2021 ��®� ,• S` drawing no.
EXCEED FRAME AND PANEL AREA OF TESTED UNIT �i/c�'� ����� W15-83
PER FBC REQUIREMENTS. FL #19092 ///,10NFa�\�\\�� sheet 2 ofl7
120"MAX.
DOOR FRAME HEIGTH
______________________
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I POCKET CAVITY NOT BY'MR-GLASS'
NOT PART OF THIS APPROVAL
TO BE REVIEWED BY AHJ
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a epee: +o-ze-+s revisions: MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) LENGI.N
FAROOQ CORPORATION a
p no a e esCfl +On EERS&PRODUCT DEVELOPMENT
E MR-GLASS DOORS k WINDOWS MANUFACTURING, LLC
J(sl <.Ti SUNSET DRIVE,SUITE 220
8051 N.W. 79th Place t FLORIDA 3.-. (C.A.N. 3538)
CO IMedley, FL. 33166 os)254 siaa FAX(305)2626978
V (rl P ehk Ey: Tel. (305)764-3963 Fax. (305) 470-8285
COMP—ANL W75-63MG
1/4" HEAT STREN'D GLASS 1/4"HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS �4" mm
.090" Interloyer 4ER
Interlayer .090" Inlerlayer
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By 'Kuraray America, Inc.' raray America, Inc.' By'Eastman Chemical Co.' Z m
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GLAZING OPTIONS No.e1223 -
Sealed:2/16/2021 ®n�• S ���� dr°wtO
;9, ��: W15-83
' ` sheet 4 °f 17
DESIGN LOAD CAPACITY - PSF 4ftu
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52 - - - - - - - - 110.8 129.2
54 - - - - - - - - 106.7 124.4
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30 100.0 100.0 - - 1p0.O 100.0 - - 120.0 140.0
36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 NOTE:
42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 GLASS CAPACITIES ON THIS SHEET ARE v
48 108 100.0 1 100.0 - - 100.0 100.0 - - 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
t1o.8 129.2 -219 g o
30 - - - - - - - - 120.0 140.0 •�
36 FL #19092
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30 - - - - - - - - 120.0 140.0 No.81223
36 120 120.0 140.0
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EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR AVERAGE PANEL WIDTH Sealed:2/16/2021
DOOR FRAME WIDTH �� •.,
NUMBER OF PANELS �� �+ ''��9�� W15-83
CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS / �� ``�
SEE SHEET 10 FOR TWO PANEL (XX) DOOR LIMITATIONS. ///11111111 sheet 5 ofI]
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a date: IO_2g_Ig revisions: MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION N
escrl IonrMR-GLASS DOORS k WINDOWS MANUFACTURING, LLDJ 9360 SUNS T PRODUCT DEVELOPMENT
9380 SONSET DRIVE,SURE 220
N.W. 79th Place MIAMI.FLORIDA 33173 CAN. 3538
(
00 ey. FL. 33166 TEL(306)264-BIOO FAX(305)262-6978
J r,I 9 ehk hy: 305) 764-3963 Fax. (305)470-8285 COMP-ANL\WIS-83MG
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INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG 0.55 MIN. Sealed:2/16/2021 %�®••'•, ST . I drawing no.
CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. ��i7 ;'• . ''�����` W15-83
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MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE &WINDOWALL - =_ 6
MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY.
REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ^� 0
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/ POCKETED JAMB OPTION ANCHOR EDGE DISTANCES 2
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E5 THRESHOLD/JAMB CAP Eto REINF. ASTRAGAL Eta STD. ASTRAGAL Ets INTERLOCK REINFORCING FL #19092 7�ii�®��a�l���� sheet�5of17
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E7 1000-E-1011 AS READ. PANEL INTERLOCK 6005-T5 - AT 38-1/2" FROM BOTTOM 0 11.N
E8 1000-E-1018 AS READ. INTERLOCK COVER 6063-T5 - FASTENED TO LOCK STILE WITH IL
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G4 - AS REQD. WEDGE GASKET EPDM DUROMETER 70t5 SHORE A N n
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L2 PS01-7102 - 2 POINT MORTISE LOCK At HANDLE - INTERLOCK
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L5 - - LOCK RECIEVER 6063-T5 -
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s ro-z6-Is MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a
f10 0 e eSCfl iOn ENGINEERS&PRODUCT DEVELOPMENT
MR-GLASS DOORS&WINDOWS MANUFACTURING, LLC f
9360 SUNSET DRIVE,SUITE 220
I dr.by TAR10 8051 N.W. 79th Place MIAMI,FLORIDA 33173 (C.A.N. 3528)
° 00 Medley, FL. 33166 TEL(305)264-8100 FAX.(305)262-6978 V
V W ° chk br: Tel. (305)764-3963 Fax. (305) 470-8285 COMP-ANL\W75-83MG