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HomeMy WebLinkAboutAPPROVED Product 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, `\L141llll��J�/ L� CENSF �Q i ` ) •" No. B ."40R10. G\ AL 1E �`�\ Sealed 8-11-2020 Jalal Farooq, P.E. CFO 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcene.com SERIES MG-1000 (L.M.I.� ALUMINUM SLIDING GLASS DOOR 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 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEETS 5 & 6 FOR THE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 7 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 12 DETERMINE MIN. AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Sealed:2/16/2021 FL #19092 A -CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTPLlATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION `\(�Qy ••••••.WWj //j/ PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ��.'•�CEN$F W'SA� ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO. 81223 ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED •' 3T ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE/ ® SPECIFIC DRAWINGS FOR REVIEW./j_6\•'• :•, P•• •���\� O THE PROFESSIONAL SHALL BEAR THE DATE AND OENGINEER OF RECORD RIGINL SEAL THATAPREPARED AND SIGNATURE OF MAI ��\\ a 'a drawing no. W15-83 JI CORNERS CLUSTER OF 4 ANCHORS AT UNANCHORED JAMBS _ � V o mo J n o z m SILL ANCHORS CLUSTER OF 2�1 AT UNANCHORED JAMBS JAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS = ±100.0 PSF) DAYLITE OPENINGS WIDTHS PANEL WIDTH - 7.313" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. CORNERS r, HEAD ANCHORS, CLUSTER OF 6. OR 10 �q -- :AT BINTERLOCK/ASTRAGAL __--_` (SEE SHEET 4) SILL ANCHORS CLUSTER OF 6 TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL TESTED UNIT (NON -POCKETED DOOR) HEAD ANCHORS mw �z V JAMB ANCHORS c w o a SILL ANCHORS � ``t11111111/f// O V • No.81223, Sealed:2/16/2021 ��®,A.• sT �EU� drawing no. ,�fr� •. c... P �c�\: W15-83 FL #19092 ���i�B®�d\L��� sheet 2 of17 IT ---------------------------------------------- POCKET CAVITY NOT BY 'MR -GLASS' NOT PART OF THIS APPROVAL TO BE REVIEWED BY AHJ Z m Z �A N OoOx 01 zrnn 01 Z Z r- I I I I I 1 , It II 11 II II II u l l l____JL____JL_-__'I _JL____JL____1L__ II II II \��� II II II b II II II II II II II _ II _ __ II __ 1L_--_- It II __ -__-_II O �% y 'I II II IT_ II II II l7 m 9 mm0 i 'I 11 II II II �� II TI i / 1 N yOl 1 myx ymOD 0 117 3/8" \\ z y Z > A n PANEL HEIGHT b O N 109 3/B" D.LO. Hp, u , m F = _ x z i 0 0 x A D O vl Z ]1 A '^ 6" MAX Lil 2' MAX. xo JAMB JAMBS N CORNERS m[IIial77 • - MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) J AL-FAROOQ CORPORATION a MR -GLASS DOORS dC WINDOWS MANUFACTURING, LLC ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 8051 N.W. 79th Place MIAMI. FLORIDA 331.73 (C.A.N. 3538) •� Medley, FL. 33166 TEL. (305) 264-a%00 FAX. (305) 2626976 C Tel. (305) 764-3963 Fax. (305) 470-6285 COMP-ANL W75-83MG 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer 090" Interlayer .090" Interloyer SentryGlas 'Kuraroy Trosifol PVB 'Kuraray Saflex Clear And Color Glass Z By America, Inc.' By America, Inc.' By 'Eastman Chemical Co.' m 0 1- 1 /4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D CLASS Q Z Ca W w J O U Zm im c zm OWN 0 IL >: N G4 C3 Vl c G4 C3 f/1 G4 G3 � Q t LL O 7 W^ M I I I v u I V W ' It It I�I I M I II I - ro II M O IL g Ell El E11 I O ONyo� irz N SILICONE SILICONE SILICONE Q W 7 W w rc DOWSIL 795 o DOWSIL 995 a: DOWSIL 795 o DOWSIL 995 DOWSIL 795 o DOWSIL 995 U.Z o J m'a IoIyy Q W am1 f F Gi AT 1/4 POINTS ON LITES ta: C1 AT 1/4 POINTS ON LITES G7 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' SS TYPE 'B' GLASS TYPE 'C' es ? °0 9/16" OVERALL LAMINATED GLASS [B/16-�!V�ERRALLLAMINATED LASS3 9/16" OVERALL LAMINATED GLASS v O x Lyn 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/4- TEMP. CLASS o 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE o a m 1/4" HEAT STREN-D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREMD CLASS Ul y 090" Interlayer 090" Interlayer 090" Interlayer ¢ S - SentryGlas By Kuraray America, Trosifol PVB 'Kuraray Soflex Clear And Color Glass 'Eastman o c 3 ^ Inc.' By America, Inc.' By Chemical Co.' oo Z T N 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS I ca d SPACER SPACER SPACER wo m F - ALUMINUM a. Z F ALUMINUM Z W ALUMINUM m Z (6063-TS) m (6063-TS) t m (6063-TS) G4 G3 C4 G3 G4 G3 CO SILICONE SILICONE SILICONE -DOWSIL 795 DOWSIL 795 DOWSIL 795 d COWSIL 995 DOWSIL 995 DOWSIL 995 m m o o_ c v G1 AT 1/4 POINTS ALL SIZES G11 AT 1/4 POINTS ALL SIZES G1 AT 1/4 POINTS ALL SIZES FL #19092 d o c GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'CI' ., O 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS :�@QO•�10ENSF' '��� 7 GLAZING OPTIONS _ No.81223 _ a 7:-0 •, :�®'.• O Sealed: 2/16/2021 sr �dy� drawing n0. ���iif A9. �`�� sheet 4 of 17 U" E6 /A m �Y N E7 Z M m E10 E13 E6 E6 Q IL E7 O 0 0 U i r CL m a C 0t0n E6 E6 E6 > en Q 0-ca o Q IL 04 of STD. INTERLOCK STD. ASTRAGAL REINF. ASTRAGAL i0 a W > LL 4. i N : °m S 582< w aW02� JUJ J N o o a o _ o ^. 0 �4 u z o 11 o a_'D v i 7 m o n M n O J a o C; v n oZ Tn � n co co F 0 C NOTE: y GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 w 0 0 w FL #19092 g - ���' No.81223 It O DOOR FRAME WIDTH Sealed: 2/16/2021 :�0 S. HT •Qy� drawing no. EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR AVERAGE PANEL WIDTH W15-83 NUMBER OF PANELS ' /is •®��� • ��%\\ CONFIGURATIONS EXCEPT TWO PANEL (X%) DOORS SEE SHEET 10 FOR TWO PANEL (XX) DOOR LIMITATIONS. 0,111f11jj1\�\ sheet 5 ofj7 DESIGN LOAD CAPACITY - PSF JAMBS W/0 ANCHORS JAMBS WITH ANCHORS STD. INTERLOCK STD. ASTRAGAL STD. INTERLOCK STD. ASTRAGAL STD. INTERLOCK REINF. ASTRAGAL AVERAGE PANEL WIDTH DOOR FRAME HEIGHT GLASS TYPES A & 'Al' GLASS TYPES B. & 'Hl' C. k 'C1' GLASS TYPES 'A' & 'Al' GLASS TYPES 'H' k 'B 1' 'C' k 'CI' GLASS TYPES 'A' & 'A1' INCHES INCH6 INT.(-) EXT.(+) INT.(-) E:(T.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 100.0 100.0 Bo.O 80.0 100.0 t00.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 BD.O 80.0 120.0 140.0 42 82-7/8 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 B0.0 120.0 140.0 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 JO 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 a2 1Do.o 100.o ea.o eo.o 100.o too.o Bo.o eo.o 1zo.o 1ao.o 48 84 100.0 _ 100.0 80.0 80.0 100,0 100.0 80.0 B0.0 120.0 140.0 54 88.9 BB.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 36 t00.D t00.0 80.0 80.0 100.0 100.0 B0.0 BD.O 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 B0.0 120.0 140.0 48 90 100.0 100.0 80.0 80.0 10D.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 100.0 100.0 80.0 B0.0 100.0 100.0 80.0 80.0 120.0 140.0 �30 �b ■ 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 \-3�F 100.0 100.0 0 . 100.0 100.0 80.0 80.0 120.0 140.0 48 96 100.0 700.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 700.0 100.0 - - 120.0 140.0 48 100.0 100.0 - - t00.0 100.0 - - 120.0 140.0 50 102 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 54 - - - - - - - - 106.7 124.4 56 - - - - - - - - 102.9 120.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 a2 t00.0 100.0 - - 100.0 100.0 - - 120.0 140.0 4B 108 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 30 - - - - - - - - 120.0 140.0 36 - - - - - - - - 120.0 140.0 a2 11a - - - - - - - - 1zo.o 1ao.a ae lzo.o 140.0 115,2 134.4 120.0 140.0 120.0 140.0 120.0 140.0 120.0 t 40.0 U " E6 E16 �� m E7 v Z q r J E10 E6 Q a. '1 o E7 IL w ry�m U IL Q HOC Q U VVln E6 E16 E6 7 ci w a Q M M 19 O aOO ai Q Q w a REINF. INTERLOCK REINF. ASTRAGAL Qwno JUlm¢-1 Q 6 c, r m = m J v O a O O o 2y n � DOOR FRAME WIDTH AVERAGE PANEL WIDTH = N I` S a NUMBER OF PANELS z z o s gEn.ca � dr�e r7 or M a ao $ 3 W ^ o ? L n j o �a0 `� H NOTE: o r a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o FL #19092 20 ``(T�tp11111117j7j O ' o_ � ��: VCENSF• • i � 5 No.81223 -_ Sealed: 2/16/2021 � `•. sT Sy' O drawing no. W15-83 sheet 6 of 17 DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES JAMBS WITH ANCHORS REINF. INTERLOCK REINF. ASTRAGAL GLASS TYPES A � 'Al' E%T.(+� INT.(-� 72 96 65.0 75.0 67 70 102 65.0 75.0 65.0 70.0 sa 66 los ss.o 7s.o 65.0 70.0 54 60 174 65.0 75.0 65.0 75.0 54 60 120 65.0 75.0 65.0 75.0 30 36 42 48 132 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 JO 36 42 46 144 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 o a o Pm N m m o a rN.l o Am rA.l a o 0 o m i I.'i o mA rPi m o r i o> Pm N m o o a Pm r'a m o o a mA N m o o> m 1A� m o A `a g II CI � p K m a�� 0 0 W y _, g O O D N D 0 0i0 °, p m 0 (]� A 1H. OOP m O 0 o O C O A 4TCO0AT 0 O 0 0 O C N O A 0 O 0 0 O G 0 G O P O O ee 'ue y O If A O O O a N N N A 0 0 0 0 N N O A O O O O 4 N A O O O O A O O O O o 0 0 0 0 0 N N o O u u m w Ao O U b A 0 N m O V O O N m O 0 o b C O C V C P O o o O b A o 4 6 6 0 0 0 0 4 J- p ;° O b 0 O, A O 4+ G O O s. °4i °, b. O O C o O b N A O G A 0 O O 0 C O O N A o b A O 0 0 b O o l} Q cYi o x S N A P o 0 0 A 0 C V U C N 4A b - O O A O O N N> O N A A A- O O - N N O �- O O _• -� O N pp-� A O O O pp O N A O O O -- O A 0 0 0 0 K9 m lo >O A O O O O O N P O 0 0 0 0 b O A i., P o O G O O G A 0 0 0 0 0> b b G G O A 0 0 0 G N C L b o o b l A IN N °i O Ip N 4 A m 4 4O ibb-- o p N b o b o n o O b b O N b o O A b O O o o O b N O b o b O O o o O b N A o b A o o b b b l" U1 N A 0 0 0 0 t>1 N O O O O s N- A A A ' N rNp N m O OA Q N A O O O O N A O O O o N A O o O O W A C N m 4 0 0 N O O O N N 4 V J N O V O O N N P m O o 0 b N O4i O O O N A O O O O N A 0 0 0 0 ~ A b 6 1} O O P O O O O N N N G G A O O O O N N O> b A 0 0 0 0 N N A 0 o o 0 N A 0 0 0 0 N A 0 0 0 0 P 0 0 0 0� A O O O O O IJ A O O C O O O o A P O b G O O C A G C O O C A O O o O O A G O O o N o i b O o ob y Z VJ O 0 0 0 pp P P O O A O b G O O G O N A o b O G C O 0 0 A N A b O o b N N O o A 0 A b 0 0 o 0 0 N o b A 0 0 A 6 0 0 0 0 N 0 0 A 0 A o 0 0 0 b b o A O O p b b b l y k O yy 3Z N rn 0 00 N m O 0 A m N m 4 �� g o o O N N O G o G b o 6 \ b 111 b o b b (Jig o b .o c b b o o o o m o o o 2 . rn N N N lVil N N N tVi� N N- A O O a o O O •' t 0 0 0 0 b O o 0 0 0 0 0 0 0 1+� C= g�i m� Ci N N N N J N - p> t1 yy >Ye n O b O o fJll N 0 0 N fVll 0 0 b b N p, 4 �rA 0 0 I} �m s m n x O m F�j1 O O O O O O O O O O m O O b l y 9 3 y y L N o 0 1+ S Q O 1 9 N N N N UI fT tVll N A J-�� mm -' �• Nu O o b o o b b o b o b o a o l+ $ � n N N N tll N N 4-O o 0 HO P U m G l} " n m i3 O a J tT IJII ll� N N N IVII N N - _ 4 0 P 0 � � m • • . e9 '� .-T(1� ' - p O G G O 0 0 0 O m O 0 o o l; BTB55 2 a o �' i O n a bO N N N fly N U N O 22 y�7 m � m• — p y• u` o y 1° G 6 o G O 0 0 b b p b o O O b b S p • `V l is �11II111\� 6 a e°te: to-29-ts (revisions: MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) O n0 0 e description MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC O 8051 N.W. 79th Place dr. by: 7p610 Medley, FL. 33166 � o (A 0 cbk by: Tel. (305) 764-3963 Fax. (305) 470-8285 AL-FAROOQ CORPORATION rfc ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538)6 TEL (305) 264100 FAY. (305) 2626978 N C�OZ � m O W lN� m V a {NWu XO (SHOWN) XX (SHOWN) Ir O C OX O �y 0a10 NOTE: 0 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Q w Z 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN -o o- SHEET 1. J Z g w 3. FOR ANCHOR DETAILS SEE SHEETS 10 rHRU 14. Q w 0 E r m m XOX(SHOWN) LUJ s o o c o N � to Z Z O J h kI 'XXO (SHOWN) o Z t p N r� - i W r b c o a OXO (SHOWN) � c m o a c2 FL #19092 g � o o No. IM223 I o r �0 FT1 =:= OXXO(SHOWN) 0 /2021 R� sr 6y�� drawing no. APPROVED COSealed:2/16 NFIGURATIONS I� �'• �„ , P•' \��` Ica, W15-83 NON —POCKETED DOORS Icy I loa I a� Iza I N 1�2 o- I I I Z< I oi. I PX (SHOWN) L p XP----- lap L loaanc a' i 1 I Cii f ) oC 1 Z. xy Lap i Oai PXXX (SHOWN) j XXXP _ - 1U L Ira 1-al I a� j z°d o- o- -0 -o pzaj 11-aa `ao PXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS LIMIT MAX. DOOR HEIGHT TO 120" FOR DOORS WITH POCKETS _ rf. J I�j 1 I I 1- l2a ia 0.. 0- p N I to Z¢ V OLL I t� Lao-- i o PXX (SHOWN) Lao XXP ---- m""UaI 'I H8--- oN m4 owQOV O5 0h0 O N a W 7 a I q NOTE: ILLUSTRATION PURPOSES ONLY. IL z L, _ -( O 1D 1. CONFIGURATIONS SHOWN FOR Q w 01 f ~ 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. v 3. FOR ANCHOR DETAILS SEE SHEETS 10 THRU 14. = W & z m a o n a O o � o rn � u 2 o in O �acp n .b t � e ^ M o a O N z ^ 00 Sealed: 2/16/2021 FL #19092 o � • I drawing WW1� �n . 5-83 TYPICAL ANCHORS TYPICAL ANCHORS V IN PAIRS SEE ELEV. IN PAIRS 11� m FOR SPACIN 1BY OR 2BY SEE ELEV. �Y M ^ FOR SPACIN m 3 WOOD BUCK m Z N Z g J t EDGE DIST. 4• MIN. W O W w w = ° STAGGERED m EDGE DIST. 4" MIN. CONCRETE Q W Z N a wrn a®IAGONAL ° a wvxi STAGGERED 3 HSI MIN. IL 5 o rn of rn DIAGONAL ' O OJ N v • G2 a W C. s1 0ot LL OGoI� Vpw� 1 Es paoo�i O G5 OI m I O:z J N 1 G 1 G9 III II Q ly N LL O Ez i==__-=J ILzmf IT 1 WEEPHOLES: zM- E6 W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" FROM EACH END AND 16" O.C. _ N 11 I m II 1 1 I W2 = 1/4" X 1-1/2" LONG WEEP HOLES v z m (1) AT FIX. PANEL 2 0 1 II 1 1 (3) AT MOV. PANEL li a II z Z o p I � O _ u 1 1 �°'� W 0 x w = o W 1Lj n M 1 o _J " o o Wr O o FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS ? I I II I i i REQUIRED AT TWO PANEL (XX) DOORS ONLY LOO I I I I I WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF 000 > I I I I 1 I FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF 1 FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF l i II i I I I I II I I. I 15 M6 in 14 1 1 0 II I� Ir= M1 it �, I�il y II I II II y II m II II © E9 WI-,LJI 2 I S LJ\ c+ i III _ II v�i = II <� GS � Iw I I rn 4 0 51 N N GB Ij to i v I . I \\ill llll/! O L. p ONCRETE POURED &HARDENED CONCRETE. Gp ES KSI .AIl15. HIGH STRENGTH GROUT \ 3 KSI :gIItJ: No. 89223 _ a NON -SHRINK, NON-METALLIC -_ I EDGE DIS7. T'c = 5000 P51 MIN. '4" MIN' Fes- NOT BY 'MR -GLASS' I STAGGERED �'� MUST TRANSFER SHEAR b EDGE DUST. DIAGONAL LOADS TO STRUCTURE Sealed: 2/16/2021 %�®••'• IS - •�� drawing no. W2 TYPICAL ANCHORS TYPICAL ANCHORS s� �� IN SEE APAIRS IN SEE ELE V. W15-83 EV. ''i�Q`�y�®®... ��9��` FOR SPACING FOR SPACING FL # 19092 /l/ll ���\\\\\ sheet 10 of 17 W000 STRUCTURE 4" E TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'MR -GLASS] MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 5/16" DIA ULTRACON BY 'DEWALT' (F-177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- /16" DIA ULTRACON BY 'DEWALT' (5-177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. 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 Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. METAL STRUCTUR 1/8" THK. TYPICAL ANCHORS IN PAIRS SEE ELFV. FOR SPACING ---------------------- F.B.C. APPR'D MULUON SEE SEPARATE APPROVAL Sealed:211612021 � FL #19092 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING o � a u� uv�. ;�® •' ST .. � drawing no. —83 TYPICAL ANCHORS u n SEE 4CING\'�!j ANCHORED JAMB STD. INTERLOCK STD. ASTRAGALFOR SPFl%. PANEL WIDTH jJ14 % 2-7/8' FH SDSAT'FROMENDSD.L. OPG. AND 11" O.C. p U IL V=""pCfo 0 In - 9=9M ?- - - m m - - - - - - - Q W W, F U "� cs M6 s2 Ea c6 EXTERIOR s3 111' -- ES E6 - m E6 E6 D.L. OPG. J Z � � O \-1BY OR 2BY l2 O < PANEL WIDTH WOOD BUCKS o = o 1 /2" MA%. n MAX. DOOR FRAME WIDTH x LOAD BEARING SHIMS o °1 zO U Z O OREINF. INTERLOCK O REINF. ASTRAGAL vJi t E1 UNANCHORED JAMB #14 X 2-7/8" FH SOS AT 5" FROM ENDS AND 11" O.C. ¢ g n E6 16 E7 G7 G7 L5 0 0 3 tL n n f I / 0 w _ Z. Uo SILICONE cs MB s2 EE cs EXTERIOR OOWSIL 790 E7 E6 16 E6 S3 �• E6 ; f /4" MIN DEPTH = 3/8' MIN. � o 3/4" MAX. 1-2 111111111 // D GAP SEE NOTE MAX. DOOR FRAME WIDTH E10 F��/// - BELOW NOTE: �����' �,t0EN3�c' /i m .n MAX. MOVEMENT CONSIDERED=100R STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION PLO, 89323 - y, It MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE h WINDOWALL = : MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY.� REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ,. 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 WED MOVEMENT. FL #19092 ' PAPaO.��\` W15-83 A/1/1111111 sheet 2 of I7 TYPICAL ANCHORS Z w m 3 SEE FOR ELEV. ING SPAC H O J O G n d f.w �i O pro U rn O W a 0 Nn 4iod0Za'"�Oo papoCotzzTYPICAL XFOR ANCHORS PICAL ANCHORS � R Z OSEE Q ELEV. SPACING E ELEV. SPACING wWFOR LL Zw (mpMETALSTRUCTURE z: > EXT. - i m d 1/2" MAX. o LOAD BEARING SHIMS p 6 a MAX. DOOR FRAME WIDTH 1/2" MAX. o o 1/2" MAX. MAX. DOOR FRAME WIDTH LOAD BEARING SHIMS In 3 c LOAD BEARING 4 SHIMS z g Z o o dam TYPICAL ANCHORS DRILL NO 7 M j� SEE ELEV. FOR SPACING O AND TAP FOR 1/4"-20 O VI Z N _ N n �Ti � � I N _ s o SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. • c 0 c V fll W: aa N ¢ VERTICAL SLOT � o c 0.257"0 x 1/2" LONG CENTERED •o O WITH THE SET SCREWS. 1/2" MAX. MAX. DOOR FRAME WIDTH `` �,•- �•......... • ' '�i Im 0 LOAD BEARING VGENS�c SHIMS Pdo.81223 - y" Sealed:2/16/2021 ' P•''�`�� W15-83 �������®AL FL # 19092 ,,,`�� sheet 13 of 17 HOOK STRIP ANCHORS AT 4" FROM ENDS TO BE�REVIEWED BY AHJV�� HOOK STRIP ANCHORS: 5/16" DIA. ULTRACON BY 'DEWALT' (F-177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 5/16" DIA, ULTRACON BY 'DEWALT' (F-177 KSI, Fy-155 KSI) THRU 1BY BUCKS INTO CONC. OR FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS DIRECTLY INTO CONC. OR FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS 5/16" DIA, TEKS OR SELF DRILLING SCREW (GRADE 5 CRS) 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) ANCHOR EDGE DISTANCES INTO CONCRETE OR BLOCKS = 1-1/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT JAMBS SG = 0.55 MIN. CONCRETE AT JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. - No.81223 a Sealed: 2/16/2021 ®•. sr - drawing no. FL #19092''���®®u��a.��c��� SW1t54 83 5..12 .125 1.760 -I I 2.625 F�-1.550�•I 1.250 Fes'2�-j - FRAME HEAD/SILL 125 _412 �1 1.370 I� FRAME COVER �j 1.467 .075 2.625 I� W 1-.500 E3 JAMB COVER FRAME JAMB Ij^- 2.635 090 .075 IIII 1.467 .060 -4- 6 PANEL RAIL/STILE .125 2.492 2.635 2.412-� PANEL INTERLOCK 055 .2a1 I. L INTERLOCK COVER �{ 1.370 .412 L628 TRACK .452 1 r -r-� 1.000 1.547 10 1 3.633 .080 E14 SILL RISER (OPTIONAL) .452� 0 2.000 2.54i 4.633 .080 - E15 SILL RISER (OPTIONAL) 1 CORNER KEY r 2.000 - 1 .750 2.750 ALIGNMENT CORNER ST. STEEL � 855 .950 II..eJ�. ,060 1.073 -•-� r.657 E11 GLASS STOP 1.700 �II .06 �I 1.135 �{ 1.115 I I�375 1.960 .187 J- HOOK STRIP 2.28>63� 5 . 1.516d HOOK STRIP COVER .230 r .95� o-I1.073 1 -(. E72 GLASS STOP (INSUL. LAM. CAP I I,E10) REINF. ASTRAGAL I (E13) STD. ASTRAGAL I (E16) INTERLOCK REINFORCING Sealed:2116/2021 N FL #19092 No. 81223 � 4. n m v1 ap 3 Z � r O �, W U N IL o �' 08Nn V O 1i1 � C, 0 $ O G. 00iz O Q wmw m {L9on yn Q W 01 F U f C9 z m ¢ o 0 o � � 0 0 o o a o o3tL n 0 Z y o I coNa� orawing no. W15-83 DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 1000-E-1001 2 FRAME HEAD/SILL 6005-T5 - E2 - AS REOD. FRAME COVER 606J-TS - E3 - AS REOD. JAMB COVER 6063-TS - E4 1000-E-1002 2 FRAME JAMB 6063-T6 - ES 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP 6063-T5 - E6 1000-E-1010 AS REOD. PANEL RAIL/STILE 6005-TS - E7 1000-E-1011 AS REQO. PANEL INTERLOCK 6005-TS - EB 1000-E-1018 AS READ. INTERLOCK COVER 6063-TS - E9 1000-E-1007 1/ MOV. PANEL TRACK 6005-TS - E10 1000-E-1013 AS REOD. REINF. ASTRAGAL BOOS-T5 - E11 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 8063-TB - E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 6063-T6 - E13 1000-E-1012 AS REOD. STD. ASTRAGAL 6005-T5 - E14 MGR-1014 AS REOD. 3-5/8" SILL RISER 6063-T6 OPTIONAL E15 MGR-1019 AS REOD. 4-5/8' SILL RISER 6063-T6 OPTIONAL E16 E-9008 AS REOD. INTERLOCK REINFORCING 6063-T6 - E17 E-1022 AS REOD. HOOK STRIP 6063-T6 - E18 E-9008 AS REOD. HOOK STRIP COVER 6063-T6 - G1 W71325NK AS REOD. TRI FIN PILE W'STRIPPING - ULTRAFAB G2 - AS REOD. COMPRESSION GASKET EPDM DUROMETER 7035 SHORE A G3 - AS REOD. OFFSET GLAZING GASKET S4Ni0PRENE DUROMETER 70f5 SHORE A G4 - AS REOD. WEDGE GASKET EPDM DUROMETER 70t5 SHORE A GS E516 AS REOD. AIR SEAL GASKET S4NTOPRENE ULTRAFAB G6 E238 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB CB - - 1/4' THK. FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE - G11 - AS REOD. SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A Al - - ALIGNMENT CORNER ST. STEEL - AS - - CORNER KEY 6063-T6 - L1 PS01 -7002 - 2 POINT MORTISE LOCK &HANDLE - INTERLOCK L2 P501 -7102 - 2 POINT MORTISE LOCK h HANDLE - INTERLOCK L3 P501-1005 - ADJUSTABLE STRIKER - INTERLOCK LS - - LOCK RELIEVER fi063-T5 - M1 - 2 PANEL ROLLER ASSEMBLY AT 9' FROM ENDS ST. STEEL/ACETA FASTENED WITH (2) 12-24 X 3/4" PH MS M6 - AS REOD. PANEL GUIDES NYLON - M7 - AS REOD. PANEL GUIDES NYLON - 51 (�12 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SOS S2 10-24 X 1/2" AS REOD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O.C. ST. STEEL PH TC MS 53 AB-1B % 1/2" AS REOD. LOCK RELIEVER FASTENERS AI51 304 PHIUP PH SMS S4 1/4-20 % 1/2" AS READ. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Z 0 m J F. q Z d I LOCKS: Q IL 1 6 0 SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK 0 0 AT 38-1/2" FROM BOTTOM 0 d N m FASTENED TO LOCK STILE WITH a (2) 10-24 X 1/2" FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM 0 n FASTENED TO LOCK STILE WITH a G m m (2) B-32 X 2-5/B" FH MS 0' ¢ gy m c SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM 0 a O O m FASTENED WITH 0 °T 4 (1) #14 X 2-7/8" FH SDS AND ¢ Z a (1) 12-24 X 1/2" PH MS Q W O LL A_ o J 0 W Q Q W(11 JUJ � J � Z o v 0 o 3 N u z Z O o 4 O N 43 y n O m ^r1 n c o �3 tJi n N o Z T p O ME r 0 `u iu N C N 0 0 w o `11%J111111" O FA ��.•• vaENSF � o 7 \ - No.81223 Sealed:2/16/2021® s �y: drawiO W15-83 FL # 19092 //&®®R4AA ���� sheet 16 of 17 ITEM N PART � QUANTITY IF CD 0) m a t N r 2 r N O N O co m i a `dote: 10-28-15 0 '' E scale: 3�B• 1• Cn b dr. 6Y• TAR10 OD MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) J AL-FAROOQ CORPORATION a MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 8051 N.W. 79th Place MIAMI, FLORIDA 33173 (CA.N. 3538) / Medley, FL. 33166 Tel. (305) 764-3963 Fax. (305) 470-8285 TEL(305) 264-8100 FA)L(305) 2626978 CUMP—ANL\W15-83M