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HomeMy WebLinkAboutAPPROVED Product 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%4iIIIIIJJJ/' Q\'p' . FAXOo VkGENSF' . -Q No. 8 :gyp '- sr .� •t��; F 2 ��'S`s�ONAL 0\\` Sealed 8-11-2020 �rJJJ11114V14\ 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@afcens.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). 113Y OR 28Y 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 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF 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.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. JUJ ^ J N J = T v � O O O O o N tyZ� n 3 al U z $ v o §=- a. Ia O o P. 3 n 0 O �gz T I N 00 : FL # 19092 U g < m - o ` Y11L1111111 7 �^ No.81223 QQ o ;�® •' ST •6!/� drawing o no. i ` CLUSTER OF 4 ANCHORS AT UNANCHORED JAMBS SILL ANCHORS CLUSTER OF 2 AT UNANCHORED JAMBS JAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS = t100.0 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. 3" MAX. r, HEAD ANCHORS, CLUSTER OF HEAD B, B OR I---- _ CORNERS - -�AT INTERLOO CK/ASTRAGAL (SEE SHEEP 4) SILL ANCHORS CLUSTER OF 6 TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL TESTED UNIT (NON -POCKETED DOOR) HEAD ANCHORS mw arc V JAMB ANCHORS .. � w o SILL ANCHORS ANCHORS ` o c � ��.• VCEN3F'�i r i c No.81223 y O Sealed: 2/16/2021 0 s drawing no. W15-83 FL #19092 �// sheet 2 of17 120" MAX. DOOR FRAME HEIGTH ------------------------------------------------ POCKET CAVITY NOT BY 'MR -GLASS' NOT PART OF THIS APPROVAL TO BE REVIEWED BY AHJ �cp —Vlr D �A> pm O�Op v 0OZC f D Z 1 r 1 • I II I I II II II II II 'I II II I 11 1 I 1 II II II 11 II JL____JL____1L __ II II II �I\ \ II II II •b II II II II II II II II ____ II ____ II __ II __ 0 '> - - - - - - II n 'I f m � n u II 11 II �� II TI f 1 Ny0.2 Om� I C .11 � I RmlZmp Nip Op? C 11 f I I mA3'n �cpip0 00 117 3/8" Z > p PANEL HEIGHT m e o N \ c -' 109 3/8'. VL1 � O0 r z x z 2 O p x va z O p I^ 6" MAX 12" MAX. o JAMB JAMBS CORNERS 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 331.73 (C.A.N. 3538) �r Medley, FL. 33166 Tel. (305) 764-3963 Fox. (305) 470-8285 TEL (305) 26ae100 FAX (305) 2626978 COMP-ANL W75-63MG 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interioyer terlayer .090" Inlerlayer -SentryGlas PVB Saflex Clear And Color Gloss By 'Kuraray America, Inc.' ray America, Inc.' By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS Z m n t W z ur GtG11 C3 m z m i `a C4 G3 M \G3 r7 4E�AT I SILICONESILICONE SILICONE DOW'SIL 795DOWSIL 795 DOWSIL 795 DOWSIL 995 DOWSIL 995 0 DOWSIL 995 /4 POINTS ON LITES 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES R THAN 36" ONLY R THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' SS TYPE 'B' GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS E9/16-�!�VERRALLLAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/4• TEMP. GLASS 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE .1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 090" Inlerlayer 090" Interlayer .090" Interlayer SentryGlos Trosifol PVB SafleK Clear And Color Glass By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS SPACER SPACER SPACER a w - ALUMINUM a Z ALUMINUM a ALUMINUM Z t= m (6063-T5) m (6063-TS) C m (6063-TS) 04 G3 z G4 G3 . u � G4 � G3 SILICONE SILICONE SILICONE -DOWSIL 795 DOWSIL 795 DOWSIL 795 DOWSIL 995 DOWSIL 995 DOWSIL 995 0 0 0 GlAT 1/4 POINTS ALL SIZES G1 AT 1/4 POINTS ALL SIZES G7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'CI' 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS FL #19092 Ug ``tlllll 111 ff7j77 O No. 81223 Sealed:2/16/2021®n sr ���� drawing W15-83 sheet 4 of 17 V E6 �� m FE7 Z E10 U O2 M W 7d E13 E6 E6 Q Z E7 �T 0 D C4 U CL N o 0 'nm E6 E6 E6 V O cy a m O LLO<N STD. INTERLOCK STD. ASTRAGAL REINF. ASTRAGAL O 10 N Q�ZON W 7 LL LLZOEa J O�aw Q w OR r G) m N J Z � v m O a O o N o V 0 3a ao y " y r•7 m o a 3 J n o hz TN a) n d ED `o NOTE: GLASS CAPACITIES ON THIS SHEET ARE v BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 0 FL #19092 g \\II111IIIII/// O ���'•'' CENg �� m •° o \? @ - o _ N0.89223 O Sealed:2/16/2021 ��® sT :6y� drOwing no. DOOR FRAME WIDTH EXTERIORATI LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR AVERAGE PANEL WIDTH '•�\� W15-83 NUMBER OF PANELS �i � � CONFIGURATIONS EXCEPT TWO PANEL (%X) DOORS SEE SHEET 10 FOR TWO PANEL (XX) DOOR LIMITATIONS. ///ll 111111 sheet 5 of 17 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' CLASS TYPES 'C' & 'Cl' GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' 'C' & 'Cl. CLASS TYPES 'A' & 'Al INCHES INCHES E%T.(+) INT.(-) EM.(+) IM.(-) E%T.(+) INT.(-) EM.(+) INT.(-) E%T.(+) INT.(-) 30 100.0 100.o ao.o eo.o loo.o loo.o eo.o eo.o IZD.o lao.o 3s loo.o too.o eo.o eo.o 100.0 loo.o so.o eo.o IZD.o tao.o az 82-7/8 IDD.o 1aD.o ao.o eo.o 100.o too.o eo.o ea.o 1zo.a lao.a 48 700.0 100.0 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 B0.0 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 36 100.0 100.0 80.0 60.0 100.0 100.0 80.0 80.0 120.0 140.0 az 100.o toD.a so.o ao.o 100.o too.o eo.o so.o 12a.o tao.o 48 04 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 8a.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 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 az 100.o too.o eo.o ao.D 100.0 100.o eo.o eo.o 1zD.D lao.o as 90 1Do.o 1DD.D so.o fio.o too.o too.o eo.o eo.o 1zo.o tao.o 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 �30 �b ■ 100.0 100.0 80.0 90.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 ■-a�� 100.0 100.0 .0 100.o too.o so.o 60.0 1zo.o lao.o as 96 1Do.o loa.o ao.o eo.o 1oa.o 100.o eo.o aa.o 12D.o lao.o 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 JO 100.0 t00.D - - 100.0 100.0 - - 120.0 140.0 J6 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 az 1oo.a 100.0 - - 1oo.D 100.0 - - 1zo.o lao.o ae 1oz toa.o 1DD.o - - 100.0 100.0 - - 12o.a lao.o 50 - - - - - - - - 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 3fi 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 ae 108 1oD.o 100.0 - - 100.0 100.0 - - 1zo.D 1ao.o 50 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 30 - - - - - - - - 120.0 140.0 36 - - - - - - - - 120.0 140.0 42 114 - - --- - - - - - 120.0 140.0 46 - - - - - - - - 120.0 140.0 50 - - - - - - - - 115.2 134.4 30 - - - - - - - - 120.0 140.0 36 120 - - - - - - - - 120.0 140.0 42 - - - - - - - - 120.0 140.0 48 - - - - - - - - 120.0 140.0 V E6 E16 �� m E7 N Z q� E10 m 0 FZ n N E6 Q� 2n E7 IL 1 V IL L LI I WN�l IZ C 0 8 'm E6 E16 E6 I / ui .i 1v1 c Qaooai 2 REINF. INTERLOCK REINF. ASTRAGAL 0'� 3 Q W O w J Z� a_ Q W Oct r n ' m Z m o a ttt��� Ol6i N � O AVERAGE PANEL DOOR FRAME WIDTH WIDTH m I` S NUMBER OF PANELS z z o S d m o N Yr�� n 0 VS}3-j O Z > NO V "o N NOTE: O C a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 oFL U-0 #19092 o ``lunulu/J %\ � FAQ- � No.81223 s: n :�0� A , Sealed:2/16/2021 sr �' 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' EXT.(+) INT.(-J 72 96 65.0 75.0 67 70 102 65.0 75.0 65.0 70.0 64 66 10B 65.0 75.0 65.0 70.0 54 60 114 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 30 36 42 46 144 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 s o Am N m m o a n o aw H m o 0 o m p rNi o mA r' m o r o n am ral m o o> m N m o o a ma ral m o o> m N m o `_' P po g o N o o 1" m w J' M eo a o p A A ~ o A In O m 0 �O O o G V A W C O IlN m �O ,ao oA O O G > i0 m A L O C I} m O U N A A A N N N m 4 a A A \ O O m o O o o w G ONo G b O O A�_ a O O G A O O. O o A 0 0 0 0 0 A 0 0 0 0 1} 9 m I � s m N A O O S O U > A O O O P a _• O O A O O G O O G O�wj A O O O C U O O O C A A A A O O A A G O N N O C P A A O O O o O O N O G> A O O A O O G O O O 0 0 O 0 A O O O O C G A av G nm k y U U O 4 m 4 o A N N N b A 0 0 0 U 4 V U O V 0 0 0 0 0 0 J-' J A O J O A O G O O O N A O 4+ 0 0 0 0 b G Y w O G O T O l+ O O O P T m G G O G P P. O G C O A O G G O � m a O N A O O O O D U iD p 0 0 0 A U N p N a A A A O N O O O N A O O O O N A O O O A N A 0 0 0 0 S t0 • S O C O O O O O p O i] A iu O b O O G o O O C O A O C O O C A O G G O O A 0 0 y r a 0 0 N N N A G O A O N U A ? ao A y' y V <.4 O G O O C m L. �➢ C o N N 0 0 0 N o tUO O A O O A' C C A G i] O O O O O N A O b a 0 O O 0 0 O C N A O O a 0 O O 0 0 O 0 1} cc b n 9 0 3 b A O A O U U O O O O 1 7-_ _ A m a C1 ]bp O O A O O O In O O O O N A C O O G N N O O p p O A A O O O O O O O N N O G A O A O O O O O lio C A O A 0 O O 0 0 A 0 N A O 0 0 O O 0 0 O 0 N N O O? G 0 0 C O 0 G I} EPO R w n N tVi� O O u w P.N Op G N N G 0 N' 0 _ 0 0 N U G OV _If r� V O O N N _ J m A A 0 g p_ A A O N A A y_ A A O A A O A 0~ m a A U G O O O U 0 0 m U G C O O O b A 0 0 C O N C? O O G C I} $ w C y U U G A A O A O O oH nA 0 0 A O U 0 A n O A A O N N y A A O O y A N A O O O O A O O O O 0 0 0 G p 0 0 0 0 O O G O p O C A A O O G O O C A O G C lJ b A O G O N O G A O C O N O A G 0 C O O I 4 �Z'+ n M. U A A O O A Ix N U n A A A b ---- 1. ------ a >; Z U p G A O G O 0 0 0 0 N A 0 0 G C U U p O O A G A A A 0 0 O G A A O G U N p A 0 A O 0 0 O O A N O G A 0 0 A O O 0 C 0 O O A A O A O O O A O N A A C 3.b A a A O G G I} 2 m 0.' ri 3 0� A N N N N N+ 0 O O O O C O . O O d 0 m N p o Fn� S \ N -0-1-0 O O b d-- O G G y 00 1+® , Y ei U U C G G No G G G C O 0 0 0 o o 0 p p± V J J N J N G O O tVli G N O tVli b O G G V w 0 n w 0 •� � m 0 J UOO N io U a r�yJ ~ O Gb b b C O bm088 p •' s ''OO YYnn � n N d-d-1- O . .bbC G �, p c o o c o 0 0 0 0 0 0 0 0 1+ m n J N (�O dd--1-000- O O p y, jp O I# y/////' I1 N U N N N N N N U p A A A •' pS �J U U N N N N y n y` N a = a U . . ` D O G O p O O IVII O O O G 0 0 i] o 0 0 o o I v pj i R ``��� '"Ill lll\� k ri O. date: 10_25_15 (revisions: MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) o no a e v I clescriDtion E s� MR GLASS DOORS & WINDOWS MANUFACTURING, LLC O 8051 N.W. 79th Place 00 dr. by: TARIO Medley, FL. 33166 r,l 9 ehk hy: Tel. (305) 764-3963 Fax. (305) 470-8285 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) TEL (306) 264-BIOO FAX (305) 262-6978 b XO (SHOWN) OX `�fil I,iJ o- b OXXO(SHOWN) APPROVED CONFIGURATIONS NON-POCKETRD DOORS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 10 THRU 14. FL #19092 No. 8112223 Y. X m N zI OZ O W 0 "I act � OG3M, Cf o Qaoo.°' moZ0 JJ N Q W . LL b 4zm J z Q WOE N � y � d a o ov 0 o 3 U O a. (0 M] O V) Z N �•)� drawing no. W15-83 fl-J I L :Ma �> o� I as Iz �+i o- I a i zed IVY 1 01., �m Lao PX (SHOWN) 1 ao L XP---'- I I loa I al I Y r I O I 4 I Ci F of PXXX (SHOWN) a 1 XXXP a lam L a -vaai i �> a z%i a0 I a Lao__ Lao PXXXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS LIMIT MAX. DOOR HEIGHT TO 120" FOR DOORS WITH POCKETS f�Q - I I > Fa oad Iz o- o- a0 I n ti _ is o1 I z IV� I �N PXX (SHOWN) Lao XXP ---- n n Uul� In Z m i C m '41 W Z a N ME HuI � Q' OC Oty� Q Qao a 0y9N Q IT Z O � m NOTE: IL Z o i m 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. J 0z %Q Qwm2 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. ! j 3. FOR ANCHOR DETAILS SEE SHEETS 10 THRU 14. -' � N = m i a o o a o o S u a J-to o S ?z Ji n ? � n ZE 00 : o � No.81223 u c Sealed: 2/1612021 '�®`.• sdrawing no. FL #19092 �����®®1..1 tik ♦ sheet 9 of17 TYPICAL ANCHORS IN PAIRS �.-. Nn m U W w i SEE ELEV. 1 BY OR 2BY FOR SPACIN WOOD BUCK N EDGE DIST. 4' MIN. STAGGERED ° ®IacgNaL ° N O 51 ry J CQNCRETE POURED & HARDENED 3 KSI AIl15. HIGH STRENGTH GROUT ' I NON -SHRINK, NON-METALLIC Vc = 5000 PSI MIN. EDGE DIST. NOT BY 'MR -GLASS' MUST TRANSFER SHEAR LOADS TO STRUCTURE W2 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS FOR WEEPHOLES: W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" FROM EACH END AND 16" O.C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES (1) AT FIX. PANEL (3) AT MOV. PANEL FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED AT TWO PANEL (XX) DOORS ONLY WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF 15 l II II II II 1 Irij II II II II = ILII I n I I I I \llll llli � �P�'`10ENSF/i m • o No. 81223 _ Sealed: 2/16/2021 ®'. s - �y' drowmg no. FL #19092 ///i�®®RGA6j1� `\ sheet 1Oof 17 EDGE DIST. WOOD STRUCTURE DIAGONAL w 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' (Fu-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'- 5f16" DIA. ULTRACON BY 'DEWA T' (F-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16" DIA. TFKS OR SELF DRILLING ING 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 BE 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 f m = 2000 PSI MIN. METAL STRUCTUR 1/8" THK. 4" MIN. 3TAGGERE[ DIAGONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING M�u u� m 3 F.B.C. APPR'D MULLION I I G F• " 01 Z �j SEE SEPARATE APPROVAL Q 0 a� � a 1: got 0a w W= C,10, 8 R IA '" 0 m TYPICAL ANCHORS IN PAIRS Q W N LL o (!. Z SEE ELEV. a S I $ Q FOR SPACING .i Q w m J _j _j K I 0, a o � Q lQi N o � CD o � z z o o d to m vi m n < C3L,m- Z0079 ` No.81223 Sealed: 2/16/2021 %�®` sr � drawing FL # 19092 TYPICAL ANCHORS a SEE ELEV. O ANCHORED JAMB O STD. INTERLOCK O STD. ASTRAGAL FOR SPACING #14 X 2-7/8' FH SDS FIX. PANEL WIDTH AT 5" FROM ENDS m 3 Ea E6 D.L. OPG. E6 AND 11' O.C. G1 LS 0 y m GS G1 E7 Gl `� n w Z H d w _ CwN OIf � K �M C01 c uut a c'.a o G1 J 0 IL C3 49 p N • .._ ._.._. _. _. _. _ _.._.._ _.-_-._.. _. --_ LL Z u�i LL o w i pf o: Q w01�� U uo E5 G9 M6 S2 E8 G6 EXTERIOR 1 53 I•' I�1 E6 = m E6 E6 D.L. OPG. cs 1BY OR 2BY PANEL WIDTH 1-2 0 c WOOD BUCKS o a ^ � o 1/2" MAX. N MAX. DOOR FRAME WIDTH x LOAD BEARING SHIMS 5 z a O OREINF. INTERLOCK O REINF. ASTRAGAL =I 0_ c E� UNANCHORED JAMB N14 X 2-7/8" FH SOS y n AT 5" FROM ENDS z I\ I AND 11" O.C. N 5' 1. i ! ^ c _ O 1 N T m y K Z a �OF i 1I C N SILICONE cs M6 s2 16 Ee cs EXTERIOR s3 1!, g o DOWSIL 790 E6 1 /4" MIN DEPTH = 3/8' MIN. E6 E6 o 3/4" MAX. L2 c GAP MAX. DOOR FRAME WIDTH \\\111t1111.", SEE NOTE E10 \\\ �®' FAIL BELOW NOTE: MAX. MOVEMENT CONSIDERED=100% STRETCH, o PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION No. G1223 % n MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL _ MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ^� 0 ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY Sealed: 2/16/2021 :�® •� drowing no. ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES.GAPP'••! ���` W15-83 THESUSES OF BOND BREAKER THAN 1/4- MAY BTAPE DESIGNED 15%. OF GAP EER OF RECORD BYALLOWED MOVEMENT. FL #19092 '��� ©�\\` /7 ® \ ,/l11111111\1\ sheet 12 of 17 TYPICAL ANCHORS "1 SHIMS TYPICAL ANCHORS SEE ELEV. DRILL NO 7 O AND TAP FOR 1 4 -20 FOR SPACING / " SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. �O U 'UKO VERTICAL SLOT 0.257"0 x 1/2" LONG CENTERED WITH THE SET SCREWS. 1 /2" MAX. )AD BEARD SHIMS SHIMS NCHORS ING SHIMS Sealed:2/16/2021 N FL #19092 �0 m Z M m J Q m N O�iu'IM, vowm p IL a ootrc� ICAL ANCHORS 0010 w 01 d w ELEV. Q w u) _ o SPACING 4 z o f J 0 0 15 Q W CI 1- 0 a O N o o g m U Z Z O J o a a0 0 � lJi n o Z W �,.�i� Im •n o ��.• VCEN3F � , No. 81223 o ;�®•' i�Ry`� drawing no. W15-83 HOOK STRIP ANCHORS AT 4" FROM ENDS TO BE�REVIEWED BY AHJv"� HOOK STRIP ANCHORS: 5/16" DIA. ULTRACON BY 'DEWALT' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 5/16" DIA. ULTRACON BY 'DEWALT' (Fu=177 KSI, Fy-155 KSI) THRU 1 BY 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 Pc CONCRETE 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. �0 m z 0 a HW 2H al s Oa. N W Ira Otani p aca O 0 lz N_ o QwmF� UJ J N J Z I 0 j N A 0 U g U = Z O .0 3EL to N Qj L n Q ? n 7 =EODm� c n � No.81223 y; Sealed:2116/2021 ��® sr drawing Duo FL #19092 '%®®9��D.��5�\� W15-83 �7j 1/1[it 111� sheet 14 of 17 s..125 125 1.760 2.625 F 1.550� 1.250 I� FRAME 125 _412 �i 1.370 E E2 FRAME COVER .075 2.625 I� �•1 I -.500 E3 JAMB COVER .452 r �a 1.000 1.547 )0 3.633 .080 J PANEL RAIL/STILE I�-1.605 �{ .125 2.492 2.635 2.412-�I ) PANEL INTERLOCK 055 241 J .84o L LO INTERLOCK COVER �j 1.370 .412 8 i0 E9 TRACK 50 FRAME JAMB j'� 2.635 .090 .075 IIII 1.467 .060 -4- THRESHOLD/JAMB CAP 6. SILL RISER (OPTIONAL) .4521 r F' 2.000 2.547 1---] 4.633 .080 E15 SILL RISER (OPTIONAL) -1 r.657 1.70� i,. E13 I 2.180.188 1.730 4-125 1 1.570 4. CORNER KEY r 2.000 .750 2.750 L\ ALIGNMENT CORNER ST. STEEL .855r .950 � A60 1.073 9- E11 GLASS STOP 1.115 I.375 1.960 87 )0 HOOK STRIP 2.28�632.625 1 I I� F� 1.516 � E12 GLASS STOP (INSUL. LAM. REINF. ASTRAGAL I lt") STD. ASTRAGAL I kL-) INTERLOCK REINFORCING HOOK STRIP COVER 1.073 i No.01223 Sealed:2/16/2021 ��® sr Ito' draw n�• W15-83 FL #19092 ��''%��,/®4....... �� sheet ITEM k PART /{ QUANTITY DESCRIPTION SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2° FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2" FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/8" FH MS SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM FASTENED WITH (1) #14 X 2-7/8" FH SOS AND (1) 12-24 X 1/2" PH MS `1%W 111111TFY7/ \\\ p �•. FA� _ No.81223 �_ Sealed:2/16/2021® 6y= '/ �'' �•. ° '' c�a�� FL #19092 //i��0�A9; �`` � 4" Z n m 3ZZ O M Q N I Q i O O ` o 0 ai N a IL N nr a 0 t V1 rm. V G ~ Cf 0- m o 0 LL O 0 api 0 °� lz C d �: C Z 0 a Q m - u z�- Q W 01 F U Z m o < 0 n 0 U Z Z O s taco ID n N y p 1 m 7 r n v C7N o v _ � 00 : � 0 `u d c m 0 0 d o O r drowi0 W15-83 sheet 16 of 17 MATERIAL MANF./SUPPLIER/REMARKS E1 1000-E-1001 2 FRAME HEAD/SILL 6005-TS - E2 - AS REOD. FRAME COVER 6063-T5 - E3 - AS REOD. JAMB COVER 6063-T5 - E4 1000-E-1002 2 FRAME JAMB fi063-T6 - ES 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP 6063-TS - E6 1000-E-1010 AS REOD. PANEL RAIL/STILE 6005-TS - E7 1000-E-1011 AS REOD. PANEL INTERLOCK 6005-TS - E8 1000-E-1018 AS READ. INTERLOCK COVER 6063-TS - E9 1000-E-1007 1/ MOV. PANEL TRACK 6005-75 - E10 1000-E-1013 AS REOD. REINF. ASTRAGAL BOOS-TS - E11 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-T6 - 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 6063-76 OPTIONAL E15 MGR-1019 AS READ. 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 - E1B E-9008 AS REOD. HOOK STRIP COVER 6063-T6 - G1 W71325NK AS REOD. TRI FIN PILE W'STRIPPING - ULTRAFAR G2 - AS REOD. COMPRESSION GASKET EPDM DUROMETER 7035 SHORE A G3 - AS REOD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 7035 SHORE A G4 - AS REOD. WEDGE GASKET EPDM DUROMETER 70t5 SHORE A CS E516 AS REOD. AIR SEAL GASKET SANTOPRENE ULTRAFAB C6 E238 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB GB - - 1/4' THK. FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G70 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE G71 - AS REOD. SETTING BLOCKS EPDM DUROMETER 8035 SHORE A Al - - ALIGNMENT CORNER ST. STEEL - A3 - - CORNER KEY 6063-T6 - LI P501 -7002 - 2 POINT MORTISE LOCK A, HANDLE - INTERLOCK L2 PSOI -7102 - 2 POINT MORTISE LOCK At HANDLE - INTERLOCK L3 PS01-1005 - ADJUSTABLE STRIKER - INTERLOCK LS - - LOCK RELIEVER 6063-TS - M7 - 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 - Si �12 % 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 % 1/2' AS REOD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12' O.C. ST. STEEL PH TC MS 53 A8-1B % 1/2" AS REOD. LOCK RELIEVER FASTENERS AISI 304 PHILIP PH SMS S4 1/4-20 X 1/2" AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS r w Io Iv m a r r N CO N O Co ro C n `date: 10-28-15 C 'o f scale: 3�8• 1• Cn � I dr. by: TAR10 00 CA o chk by: MG-1000 ALUM SLIDING GLASS DOOR (L.M.I.) J AL-FAROOQ CORPORATION a MR -GLASS DOORS & WINDOWS MANUFACTURING, LLD ENGINEERS & PRODUCT DEVELOPMENT r 9360 SUNSET DRIVE, SUITE 220 T 8051 N.W. 79th Place MIAMI, FLORIDA 33173 (C.A.N. 3538) Medley, FL. 33166 TEL (305)2648100 FAX (305)282f978 • Tel. (305) 764-3963 Fax. (305) 470-8285 COMP-ANL\W15-83N