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HomeMy WebLinkAboutProduct Approval - slider • S S ` MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy SIW Solution,LLC 975 S. Congress Ave.# 102 Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, inclu=CR1PT=ION: S —i—ve Zo IlE 600 IM'Aluminu:mS:li:d:i ngGlass Doors(Dry dazed)w/wo Reinforcemen APPROVAL DOCUMENT:Drawing No.W12-24 Rev E,titled"Series 60OKM Alum Sliding Glass Door(LMn", sheets 1 through 12 of 12,dated 05-25-12 and last revised on Jan 08,2019,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of epta -date-b ade County Product_ Control Section. 1SSH_E IlYIP TING Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement,shims&Sill adapter options 2. Min Three(3)tracks are required for all configurations. Optional 4-tracks&5-tracks may be used.Min four(4) pairs of cluster anchors(total=8)are required at each Head interlock/astragal ends and three(3)pair anchors (total=6)at Sill interlock/astragal into Cone. lx or 2x buck to be properly secured and to be reviewed by AHJ. 3. Glass lites wider than 36"shall have two setting blocks per FBC requirements. 4. Max.Panel width not to exceed 48"wide&98-1/8"high.For series"Hi-Rise"any numbers of panels are allowed which can be fit into overall continuous max door frame height= 100-1/4"&frame width=423"and not to exceed max allowable frame area of 294 ft . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-0717.06(former SIW Impact Windows,LLC)consists of this-pagel and,evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.19-0131.1 MIAMI DARE COUNTYM Expiration Date: August 31,2022 Approval Date: March 07,,2019 SIM Solution,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted file referenced below) 2. Drawing No.W12-24 Rev C,titled"Series 60OKM Alum Sliding Glass Door(LW",sheets 1 through 12 of 12,dated 05-25-12 and last revised on MAR 23,2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under files#15-0528.16/13-1212.10/#12-0611.03) 1. Test reports on 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 Along with installation diagram of OXO and OXXX aluminum reinforced/non-reinforced Sliding Glass Door,prepared by American Testing Lab of South Florida, ATLSF#1222.01-11 dated 04/27/12, signed and sealed by Henry Hatem, P.E. Note: This file has an addendum letter#2,dated 08-30-12 issued by ATLSF, signed and sealed by Henry Hatem,P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014 (5a'Edition),prepared by Al Farooq Corporation,dated May 19, 2015 and last revised on 02/25/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their "DuPont Sentry Glass ®interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprene121-67W175 glazing gasket supplied by Central Plastic Inc. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 and letter of no financial interest,prepared by Al Farooq Corporation, dated 05/08/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated May 30,2012, issued by American Testing Lab of South Florida, signed and sealed by Henry Hatem,P.E. G. OTHER 1. This NOA revises NOA#12-0611.03,expiring 08/31/17. Ish q I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0131.19 Expiration Date: August 31,2022 Approval Date: March 07,2019 E-1 i i SIW Solution,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous files. A. DRAWINGS 1. Drawing No. W12-24 Rev D,titled"Series 60OKM Alum Sliding Glass Door(LW", sheets 1 through 12 of 12, dated 05-25-12 and last revised on JUL 06,2017,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to,Kuraray America,Inc. (former E.I. DuPont DeNemours &Co.,Inc.)for the "Sentry Glass®Interlayer",expiring on 07/4/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51h Edition) &FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated-08/24/17, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises &renews NOA#15-0528.16, expiring 08/31/22. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No.W12-24 Rev E,titled"Series 60OKM Alum Sliding Glass Door(LMI)", sheets 1 through 12 of 12, dated 05-25-12 and last revised on Jan 08,2019,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). t Siti�.1 \ • UW Ishdq L Chanda,P.E. Product Control Unit Supervisor NOA No.19-0131.19 Expiration Date: August 31,2022 Approval Date: March 07,2019 E-2 SIW Solution,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (Former E.I. DuPont DE Nemours& Co.,Inc, for the"Sentry Glass® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6h edition) and No Financial interest dated NOV 07, 2017,prepared by Al Farooq Corporation,, signed and sealed by Java Ahmad, P.E. (submitted under file#17-0717.06) 2. Statement letter dated DEC 28,2019,issued by SIW Impact Window, LLC that it has sold all assets of Exhibit"A"NOA(s), equipment's, accessories and"Know how"and No longer manufacture the products and request to rescind the Exhibit"A"NOA(s), signed by Abdiel Lopez,Manager. 3. Statement letter dated DEC 30,2019, issued by SIW Solution,LLC that it has purchased all assets of Exhibit"A"NOA(s), equipment's, accessories and"Know how"and request Name change of the Exhibit"A"NOA(s) , signed by Steven A. Tourek, Secretary. G. OTHER 1. This NOA revises# 17-0717.06(former SIW Impact Window,LLC),expiring 08/31/2022. 2. Bill of sale dated DEC 28,2018 between SIW Impact Window(Seller)and SIW Solution,LLC, (purchaser),signed by respective company's representative,Abdiel Lopez,Manager and Steven A. Tourek, Secretary. 3. Division of corporation listing of SIW LLC, as active status. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.19-0131.19 Expiration Date: August 31,2022 Approval Date: March 07,2019 E-3 184 3/4" a 3 DOOR WIDTH id' rn AIRS I ANCHORS IN PAIRS FRAME HEAD AT HEAD ILL AMBS 18'MAX. 6" 6' 5 3/8'MAX. EACH LOCATION HOWN HEAD/S1LL 3" O °' W zd HERO/RILL A _ _ a CORNERS - - W r r � � rr. .,.,t 6 B 0 U m U .+ �m Ona - d4Tbi¢ - �% D %% E /r jj F 11�•zap M ===Rte•_____ i/. '/. '/' @�a"'i n � o m m ii m v 11 O II ^ II U `a J>M �Z¢ a O u LLm..1l N THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. FALSE MUNTIN a1 3/B" at 3/B' - {{ e, m o OPTIONAL D.L.OPG, D.L.OPG. (3} PAtRS� rTyP, /ATEEPS m coi SHUTTERS ARE NOT REQUIRED. AT FRAME SILL CENTER OF _ 4" 48- EACH PANEL PANEL WITH 48'(MAX.} SERIES '600KM' ALUMINUM SLIDING GLASS DOOR PANEL WIDTH DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART —- 8 o ti m SHOWN ON SHEET 3. ..�"" C r u R nRODVCrRSV7$ 9 g o o NON- 777t�� -''7°�PlroCwRhtbeFlyip. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE —� LewiaEcaec a a I Att tq,a Nom^n131•I`1 REQUIREMENTS OF THE 2017 (5TH EDITION) FLORIDA BUILDING CODE oP INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ}. Eiy4atbu Dere V4 d2. $ 1BY OR 2BY WOOD SUCKS& BUCK FASTENERS BY OTHERS, MUST BE (�. he••_1r��..aw�s.-- DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 11.$'ar` P7�lasYCa«lemt •y, _ TO THE BUILDING STRUCTURE. DAYLIT£ OPENINGS: • 375 . o o" Ir B$ ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS D.L.O. HEIGHT = PANEL HEIGHT - 7 8 S°i§O AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE a m u o W MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. D.L.O. WIDTH = PANEL WIDTH - 6.625" i11it7j ��_� DOOR HEIGHT = PANEL HEIGHT + 1.875" 11t 1�i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. CENB '••, �� o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT c COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o.7Q562 REQUIREMENTS OF THE 2017 FLORIDA BUILDING 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 Jan 8,2079j`` -'•'�'� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR y '•, STATE OF !,{r drawing no. WATER INFILTRATION RESISTANCE ETC.CONFCOR{OP,•' ANDDTOONS NOT SHOWN BE REVIEWED BYN THIS DRAWING BUILDING OFFICIAL. W12-24 TO BE ANALYZED SEPARATELY, i���$'�A®•.• �,C?ti� W 12-24 ��«1�A`11tt�� sheet 1 of 12 282"TESTED 3 DOOR WIDTH a ADDL. PAIR READ. N AT HI-RISE SERIES ONLY (4) PAIRS FOR PANEL WIDTHS ABOVE 40° ANCHORS IN PAIRS AT FRAME HEAD Z n AT HEAD/SILL/JAMBS 18° 5 3/8° MAX. EACH LOCATION SHOWN HEAD/SILL 3° F ,ny HEAD/SILL -- - a v CORNERS �� ® `-• ®Goin I oaoo8 14 N C C ,i D1 D2 D2 E1 D1 C a tl ��' 6 I LLZN_o \ S O 'll / '// 'I C/I� `/I� g m O 1 V �1 ^j O O rn O D 11 V V K N I ^ i t -j I z Q � 1 (n OZ00m N Nej FALSE MUNTIN 41 3/8° 41 3/8' - /�` 8• � OPTIONAL - --- / ` D.L. OPG. D.L.OPG. J (3) PAIRS TYP• /ArCIENTER OF e U C� AT FRAME SILL EACH PANEL as'MAX, TYPICAL ELEVATION PANEL WIDTH P 8" A. IREINF. HI-RISE SERIES oRODUCf REV1BEp ° as cue+plying wilh Wo 0"WA ituldin,�code °u A -sl t iou m Uallo\ -09 _13l•2 NOTE: Eptraltc stI � THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT haul, C MAX. NOMINAL PANEL WIDTH = 48" c m 3 ry MAX. DOOR HEIGHT = 100-1/4" w MAX. OVERALL DOOR FRAME AREA = 294 SQ. FT. a m MAX. OVERALL FRAME WIDTH = 423" s11111I1Ity1.Ii���' No.70592 ' k �'•, Jan 8,2016 0'•, STATE OF drawing no. "ZORIDP' —24 NAL sheet 2 of 12 DESIGN LOAD CAPACITY - PSF ITEM PART III QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 3 b/2" SHIM SPACE 3/8" SHIM SPACE 1A 702 1 3 TRACK FRAME HEAD 6063-T6 - ,� NON-REINF. REINF. REINF. 1B SIW-004 1 4 TRACK FRAME HEAD 6063-T6 - _N RESIDENTIAL SERIES HI-RISE SERIES HI-RISE SERIES 1C SIW-001 1 5 TRACK FRAME HEAD 6063-T6 - Z 3 PANEL WIODTH DOOR HEIGHT SM.INTERLOCK H.D.INTERLOCK MTG.STILE H.D.INTERLOCK G.STILE 2A 701 1 3 TRACK FRAME SILL 6063-T6 - 0 in nIf INCHES INCHES EXT.(+) I INT.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) 2B SW-005 1 4 TRACK FRAME SILL 6063-T6 - I•III L W" of 47-7/16 50.0 60.0 90.0 98.0 90.0 110.0 y 2 82 2C SIW-002 1 5 TRACK FRAME SILL 6063-T6 - p o 4850.0 60,0 90.0 98.0 90.0 110.0 703 2 3 TRACK FRAME JAMB 6063-T6 - 4-/16 50.0 60.0 90.0 98.0 90.0 110.0 36 SAV-006 2 4 TRACK FRAME JAMB 6063-T6 Gi 48 84 50.0 60.0 90.0 98.0 90.0 110.0 47-7/16 50.0 60.0 90.0 98.0 90.0 110.0 3C SIW-003 2 5 TRACK FRAME JAMB 6083-T6 - C N n 90 4 709 1/PANEL PANEL TOP RAIL 6063-T6 - V p ui IS 48 50.0 60.0 90.0 98.0 90.0 110.0 5 710 1/PANEL PANEL BOTTOM RAIL 6063-T6 - K K+ 8 47-7/16 96 50.0 60.0 90.0 98.0 90.0 110.0 6 705 1/PANEL JAMB/LOCK STILE 6063-T6 - 0 IL G O ~ 48 50.0 60.0 90.0 96.0 90.0 110.0 7 707 1/PANEL STD. INTERLOCK STILE 6063-T6 - 0 N�1a�F 47-7/16 98 50.0 60.0 90.0 98.0 90.0 110.0 8 708 1/PANEL H.D.INTERLOCK STILE 6063-T6 - w 22 6 48 50.0 60.0 90.0 98.0 90.0 110.0 _ Z N_o 9 706 AS REQD. ASTRAGAL STILE 6063-T6 47-7/16 100-1/4 50.0 60.0 90.0 98.0 90.0 110.0 IDA 7048 AS REgD. 2-1/4°SILL ADAPTER 6063-75 108 - AS READ. 2-3/4"SILL ADAPTER 6063-75 - O OO O1 E1 10C 704A AS REQD. 4".SILL ADAPTER 6063-T5 = = t 11 900 AS REQD, REINFORCEMENT 6063-T612 703A AS REQD. JAMB ANCHOR COVER 6061-T6 13 AS REQD. GLAZING GASKET SANTOPRENE CENTRAL PLASTICS Q N 14 W22285NK AS REQD. FIN SEAL PILE W'STRIPPING POLYPROPYLENE ULTRAFAB 25 O .. 15 9270 AS REQD, BULB W'STRIPPING VINYL aN N INTERLOCK 16 D7505AMW AS REQD. PILE PADS - ULTRAFAB J 1.j raj v JaM ' 18 - - LOCKS - AMESBURY HARDWARE c MTG.STILE/LOCK STILE INTERLOCK MTG. STILE/LOCK STILE 19 - 2/PANEL ROLLER ASSEMBLY - - H 0; NON-REINF. RESIDENTIAL SERIES REINF. HI-RISE SERIES 21 814 X 1-1/2" 2/CORNER PANEL ASSEMBLY SCREWS - PH SMS 0 w�_ STD. INTERLOCKS H.D. INTERLOCK J y(.OU rn Y 7Om N 0 00 N N AVERAGE PANEL WIDTH DOOR WIDTH 3 NUMBER OF PANELSano f3 _ ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FO °SI FOR 2-3/4°SILL HEIGHT LIMT EXT.+) LOAOS TO 50.0 PSF -FOR 2- IGHT LIMIT EXT.(+) LOADS TO 45.0 1/4° HEAT STREN'D GLASS SEE SHEET 7 FOR DETAILS 100" Interlayer o SentryGlas 5 3 n DOOR HEIGHT AND WIDTH SIZE MUST COMPLY c By'Kuraray America, Inc: o EGRESS REQUIREMENTS PER FBC AS NEEDED. ems e0ullm�yic�r. �� 1/4°HEAT STREN'D GLASS binding Cade uui?? Accopleaee N.1`(-013 Eapirntion lhie�l'SIIrx2,_ o my RA.a!FI„d.P adnct Caak41 - v ] m °mr1nN \t, I� 13 •� o 0 0- II d G a m u m I �I 111uuAN, o No.70562 oma :• y'T ��= o � 5 GLASS CAPACITIES ON THIS SHEET ARE Jan 8,20164V BASED ON ASTM E1300-09 (3 SEC. GUSTS) O : STATE OP �lg` drawing no. GLAZING DETAIL AND FLORIDA BUILDING COMMISSION 'i� �y .2oR10P.•���,`�� W12-24 DECLARATORY STATEMENT DCA05-DEC-219 9/16"OVERALL LAMINATED GLASS 4YONA6 0�� sheet 3 of 12 �p 3 �6 D C � o�pf 9 D 0 i F 0 CS Zd m i No o XO (SH N) EXTERIOR (SHOWN) EXTERIOR OX xx w �ORim OGS g C D EH i 0 aG0 M 0'a x egWN_ EXrERIOR •� OX-O(SHOWN) NOTE; N O-XO 1-1/2'X 1-1/2'X 1/8' CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY v m ALUM ANGLE AT TOP&BOTTOM SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) a SECURED TO FRAME& STILE WITH /f10 SMS, {1)PER LEG O N O �¢M z J<M 2 z{_ �O-i CSD U m EXTERIOR O U m XOX (SHOWN) 4� v in)V)rno F D odomicf REV W.ge htdJ ett Cada ai Attaptena Ne l ^C ISS.Ig 8 2 rc o EXTERIOR �' � ° i= XXX (SHOWN) RESIDENTIAL SERIES m �� WITHOUT REINF. m ° g s g IL I No.70592 OX-XO(SHOWN) EXTERIOR - Jan8,2019 � -� NON-REINF. SESIDENTIAL. SERIES .() STATE OF �j Browing no. APPROVED CONFIGURATIONS i,�` '.!°CORIDa.•' UPTO MAX a PANELS '�`c+®®�Fa1. � �/12-2� did N t++++� sheet 4 0112 v - N EXTFJtIOR R9 a�j` " XO {sNaWN} NOTE: ox CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY G C (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) �tag �m a O THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK Cf a 2 G 0FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT 3 c Lu MAX. NOMINAL PANEL WIDTH = 48"MAX. DOOR HEIGHT = 100-1/4"MAX. OVERALL DOOR FRAME AREA 294 SQ. FT. z p-M MAX. OVERALL FRAME WIDTH = 423" t7 to XX (SHOWN) EXTERIOR N -I n v Q} o c C 0 E H JAI TE N OX—O(SHCWN) EXTERIOR o m a ++UU t O—XO 1-1/2"X E AT X ,/B" 3ZO�a < ALUM ANGLE A7 TOP& TILE x 0 U in SECURED 70 FRAME&STILE $ ^ WITH X10 SMS, (1) PER LEG >- V) =? rl uj N J (!1 m o C 0� Of G ' I — MODUCCSEV , �' � o- mcmptraq wpH tie Fiac�ao 4ttWin8Codo r Aaropteatt No 11-0131.1 E-p4odan Daft 8+ EXTERIOR b t... }, 0 6 3w XOX (SHOWN) b`+ }�"• fq,w 3 Mtau'.Rolr talttet coallW F o - REINF. HI—RISE SERIES 1ar^ c m= n G= WITH REINF. $ s !j ``�tlUiltt lt��' i XXX (SHOWN} ! EXTERIOR GEN3 i 1'' n 4 "o.70592 ` \ REINE, HI-LRISE SERIES APPROVED CONFIa±URATfON^+ UNLIMITED PANELS MAX,PANEL WIDTH - 48" Jan$,2019�� drawing no. 8TA78 QF '�•;�+,g;'.�coawP,: ��; W12-24 sheet 3 I� N °6 WW N ZR.� J c Dt . EI D c J2 z u Q ly�ym U � ONN EMERIOR O0. OX-XO(SHOWN) Q a o c Q a yO IL°Z O_ a o'l and F 1i � li, %• --I - O � a S N EXTERIOR _ � p OX-XXX(SHOWN) U Z _j arM) cv a r--�- a a-,12 N ' 7 p(D_ 0 _-_SII' V Z Q UQ 1 D Ep—A Y W N ?o Occ)m.. V)ui ps, 5)0,0 I I EXTERIOR O Ll OXX-XXO(SHOWN) REINF. HI-RISE SERIES oRODUCfBEv"D APPROVED CONFIGURATIONS N�PMKMt►tLeF7nitPc UNUMRED PANELS MAX. PANEL WIDTH .48' NOTE: pew.^pr..VIL 19--131.19 2g c CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY Eipirti-Date �'' 2 (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETSd� 7 & 8) �'Sk` ` g N D O O THIS NOA ALLOWS ANY NUMBER OF PANELS ON 3, 4 OR 5 TRACK Mt.`u PwLP0lautCwMoi FRAMES WHERE TESTED STILE COMBINATIONS ARE PRESENT MAX. NOMINAL PANEL WIDTH = 48" REINF. HI—RISE SERIES H ^m MAX. DOOR HEIGHT = 100-1/4" WIT1 REINF. m 9^9 r MAX. OVERALL DOOR FRAME AREA = 294 S0. FT. $ MAX. OVERALL FRAME WIDTH = 423" m ```t�oglpl I l l l t trr' 10.70592 Jan82019�� � Q STATE OF <(/ drawing no. %,`g' FtoR1oP.•'�o�� W12-24 ��� OVA, sheet 6 of 12 3 TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS'AT STILE ENDS TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS w SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS W CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING IN EE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1BY OR 28Y WOOD BUCK o� STRUCTURES i� n m 3 1 4 1 (SEE NOTE BELOW) O' o n E()CE 0 / - 3 EDGE (SEE SPEC BELOW) ,a I Z I I Z DIST. N .CONCRETE' .• MIN. EDGE DIST.- :..3.,1/4°.. •'ry g 3 1 4" a V [L 5 G 0 e EDGE DIS / 0 o o�•0 0 MIN. a" MIN. .CONERUE'• a.• d Z z 1n.. o�t`01 (h�4 1A ZM N4M N "1 1. SOW O`!0 fx/I W 2 N fxA 2 \N W N IL N N O14 LJVU UVU LIVLI \ NN \ NN I•Nl O �g� N 4 TYPICAL ANCHORS: SEE ELEV. FOR SPACING MIAMI-RADE COUNTY 2 N o APPR'D MULLION ,],/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) SEE SEPARATE NOA V' INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) —� THRU 1BY OR '2BY BUCKS INTO CONC. OR MASONRY N 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) c 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U Cf N DIRECTLY INTO CONC. OR MASONRY TYPICAL ANCHORS IN PAIRS m i l li I ii �i —CLUSTER OF 4 PAIRS AT STILE ENDS ad, 2" MIN. EMBED INTO CONCRETE (HEAD) SEE ELEV. FOR SPACING h i 1-3/4" MIN. EMBED INTO CONCRETE (SILL) z J¢M i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TO�1� /4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) 0�=m 0 III I ,I Fl INTO METAL STRUCTURES .3 Z v = W STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) O ou m o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) $ U) r �+ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N "+ � .. #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) W (n.o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Vo i fli i i (NO SHIM SPACE) 020DUCr REVR" lW TYPICAL EDGE DISTANCE IIMOT..9 COOaovAtb tba rk- INTO CONCRETE AND MASONRY = 2-1/2" MIN. Acc pinece No h G\3 t'\Ri -a- H Eaplrotlot Otte 2 8 a 8 INTO WOOD STRUCTURE = 1" MIN. -Y 2 R w INTO METAL STRUCTURE = 3/4" MIN. RISER SECURED TO EACH JAMB SMS WOOD AT HEAD OR JAMBS SG 0.55 MIN. Ml.m'f�+.rtr uc1 Coakol N Ili ii CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. °' 3 I. o C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. > F m ITL'fU(T��•JII IILYyIJ'�JII I��IS}lYJli z PROPERLY SECURED 1 BY OR 28Y WOOD BUCKS AND �o p METAL STRUCTURE NOT BY 'SRW SOLUTIONS' N< 8�� qqo v= 0 ri MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ©t4 Q 0 a AND TRANSFER THEM TO THE BUILDING STRUCTURE. •` <m w n x G C NCRETE,' POURED h HARDENED LIMIT MAX. LIMIT MAX. LIMIT MAX. o ^ Q HIGH STRENGTH GROUT N0.70592 a :r ExT.(+) LOADS Exr.(+)LOADS Exr.(+) Lonos _ .EDGE DIST. ' •2 'Y/B"''a Pc= 5000 PSI MIN. TO 90.0 PSF TO 50.0 PSF TO 45.0 PSF ' :• ;77_ .5 u +moi •'I .• .MIN. NOT BY'SRW' JMUST TRANSFER SHEAR Jan 8,2019 SHIMS LOADS TO STRUCTURE ®'• ISTATE OF �!/� dTowing no, OPTIONAL TYPICAL ANCHORS IN PAIRS RESIDENTIAL SERIES '�`�\•''••"4-0RLDP••''���� W12-24 CLUSTER OF 3 PAIRS AT STILE ENDS HI—RISE SERIES 'S�'A• �� \\ SEE EUV. FOR SPACING / /®I I j j 11\ \ sheet 7 of 12 TYPICAL ANCHORS IN 4 ROWS TYPICAL ANCHORS IN 4 ROWS 3 —CLUSTER OF 9 AT STILE ENDS CLUSTER OF 9 AT STILE ENDS to SEE ELEY. FOR SPACING „i•"�y SEE ELEV. FOR SPACING 1BY OR 28Y WOOD SUCK 1 B OR 2BY WOOD BUCK ; (SEE NOTE ON SHEET 7) EDGE DIST. a'1/4•" '1 1/"' EDGE DIST. .' .4 7/8' •1 5/8' (SEE NOTE ON SHEEP 7) 0 m CONCft `' MIN.. CONOREJl3' MTN,' .'MIN.• Z 1B ?n 1C z 0 t N m ol�j �arm pVy-iM tV N i+1 S T WW�C� py Qo \ NN \N NN y G.OB Be IN3 ROWS �r W Z K 1 W02 SEE ELEV. FOR SPACING III z O m TYPICAL ANCHORS 1/2SHIMS IN 3 ROWS G+ SEE Op 4N SEE ELEV. FOR SPACING SHEET 3 1/2"MAX. .-I... m SHIMS ae SEE Dp IN n, N SHEET 3 ,i ziUJ s 1/1 N a 21��: m a"t t� c W 6 N n i � O t� 4 TRACK FRAMES 5 TRACK FRAMES � rn m 4� ANCHOR LOCATIONS • ANCHOR LOCATIONS ra: EXT. EXT C s � a 3B o¢ 3C moDucraMow r13ioRar3mlLeaTpri� H h�,,m ¢Cade c d o /,r��� Aaaopl�re No1°t-a13t.T� .� o h B 1 rj f Elp{I'p11QO fjetC O 111 I'J'j� � O��d o'al _ 28 _ Ml,a,(by4t WWI calills CONCRETE. ." CONCRETE R < m EDGE DIST 'MINBI': .LMINB•. "a. '^ CONC EDG.DIST. 17`5%8. ti•5/.8". 1 °• Na.718592 •, ,• MIN.% TT z T a 5 5? SHIMS Jan 8,2019 OPTIONAL SHIMS OPTIONAL S7AT601 ({S� drawing na. TYPICAL ANCHORS IN 3 ROWS TYPICAL ANCHORS IN 3 ROWS —CLUSTER OF 9 A7 STENDS '/4�' ft � SEE ELEV. FOR SPACINGNG —CLUSTER OF 9 AT SOLE ENDS �'�s'"OR40 SEE ELEV, FOR SPACING ///"'Illit i ��� Sheet of 12 TYPICAL ANCHORS IN PAIRS #8 X 3/4*FH TEKS 4.u SEE ELEV. FOR SPACING AT 4"FROM ENDS TYPICAL ANCHORS 1/2'MAX. AND 12'O.C. to SHIMS IN PAIRS 1 MAX.PANEL WIDTH 48' SEE ELEV. FOR SPACING Z 3-- SEE Op IN SHEET 3 1/2-MAX. 0 SHIMS OLD �E) SEE Dp IN SHEET 3 I H-2 '. 0 0��0 0.a.g a 14 ICL a ----------- 7 Z 11L EXT, EXTERIOR IffY OR 28Y WOOD BUCKS PANEL WIDTH SEE NOTE SHEET I ca MAX. OVERALL DOOR WIDTH - 189 3/4'(4 PANELS) 9 m < 1;m cl TYPICAL ANCHORS cOft�j ". IN PAIRS MAX. :P0 SEE ELEV R SPACING SHIMS ZZ6 T 08M IN - P SEE T SHIMS SHEET 21 SEE Dp IN '/2 @G (-u SE- TYPICAL ANCHORS SHIMS SHEET 3 IN PAIRS E D�IN #8 X 3/4-FH TEKS 3 uTuj SHEET 3 METAL AT 4' FROM ENDS 7 SEE ELEV. FOR SPACING ui 0 STRUCTURE =, , a) (SEE SPEC(SEE 12*OC SHEET 7)-� s Fa�; brw Aampiance NO Jk-0 1,S EeMrtNloa � .............. .2 EXT. EXT. EXT. %%lillitl 1 S OR 2BY WOOD BUCKS SEE NOTE SHEET I .-10692 NON—REINF. RESIDENTIAL [W12-24 ��n 3 ® A N I N Z N P 6 INANCHORS RS98 X 3/4" FH TEKS j SEE E . FOR SPACING AT 4' FROM ENDS ® N 7•MAX. AND 12.O.C. V pO SHIMS PANEL WIDTH ®y Q SEE Dp IN t�D SHEET 3 © D.LO. D1 D2 D2 E1La N� o :.,7 8 N N • 1 CC � .._.. .._..-.._.. Q n n 15 �N 5 � c z J¢n v 1 1�q•: �i U1 N 8 8 7 9 �Oa ^ 3 PANEL WIDTH D.L.O. EXTERIOR m �00 ui — 1BY OR 2BY WOOD BUCKS PANEL WIDTH i3 3 u7 E IS SEE NOTE SHEET 1 (n rn O OVERALL DOOR WIDTH(MULTI PANELS 24'-8•MAX.) —� o g o oRODUC F NEViBf,9 c g d as wmPWRI;with the F"d& Q S IruWinD Cwie ��z v acc:.plancrraol`i-0731•I Eiplrttian Date 22.• &Uld pmdm . yob os ``L111111111/// _ \\``\ 9a^'••��"✓mss//// N •0 h _ o.70592 — o a� 0 Jan8,2019�y` --_� TA1c OF (t/� drawing no. %�`�,':Ftoa�un..••Ca`�� W 12-24 REINF. HI—RISE SERIES H+- 4.775 6.400- �j .125 �_ 8.025-• .125 .953e��� N 1-.125 i 1.875 1.875F 1.577 1.875F 1.577 .068 )" 1.577 IIY�. II �. g .250 075 .250 .075 1.471 •050 •124 O ON 1A 3 TRACK FRAME HEAD 19 4 TRACK FRAME HEAD 10 5 TRACK FRAME HEAD 075 0tWVtn 4.937 6.563 8.188'- HARDNESS a 73 SHORE A p. M 125 n 125 125 n �7 (�--n- .570 TENSILE STRENGTH (100%STRAIN)= 406 PSI 0 IL O0 .1 bII_n I I d I I n II n 11 n I I n I I n I I-7 TENSILE STRENGTH (BREAK)- 1058 PSI ®o b 1.000 1.000 ELONGATION AT BREAK= 460% H p p 1.000 500 .500 � .500 �, •� P �. SPECIFIC GRAVITY 0.98 �w T �ZUI_gm [-5.439 �7.064� 8.689 GLAZING GASKET J ZpZ a SANTOPRENE W 01 g ® EXTRUDED BY 3 TRACK FRAME SILL 2B 4 TRACK FRAME SILL 20 5 TRACK FRAME SILL 13 'CENTRAL L :lPLATICS' m 1.250 3.187- 1 .187 m I -� 1.250 - �I•�,-1.812 1.21I50 I .082 .125 o 04 N Y. .125 .125 f25 1.250 49 lJ 3.625 -j - I .949 1.551 J>M 3- 2.375 z Q 1.375 1.375 1.880 o J N vi C-Fil � N -� 1.375 --fir 1.141 I � p� 0-T i .250 J _ I .312-•-I a y+U U I 5.000 6.625 8.250 .312 .312�i --� STD. INTERLOCK STILE 0 UU m 250, V) 3.187 t0A 100 to r m I 2-1/4" SILL ADAPTER 2-3/4° SILL ADAPTER 100 4" SILL ADAPTER w $ul J r.UJ 1.250 080 949 O -AL .348 I--soE 3.128 .082 ® 38 3C .045- 1.455 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB .125 PAOBUCi'HEVU� o `"w s emFlyiug xNL 1Ae i'}os64a o N 1.812 Lmh9ng Codd �v Accryltaace No l9 e131-1q ?., �� 6xplrntina Detc sa 1 1"1 -2- Q1 g�m°z 8 Q .949 H.D. INTERLOCK STILE 12 JAMB ANCHOR COVER 1 -�•� �^-- 1.230 ' W►" n C m d 3.812 A N m^1o�0 1.375 �' .� $o 1.585-q d 0 a m .100 I 3.187 111111111/1j - 3.165 .100 4.222 1.765 949 ♦1 ,,,,11ryry AH. 17i a 77i 3.070 2.528 .250 ? CENS¢'•®�i '?' n g 1.375 I I .082 .082 1.220 949 '0.705592IF -W 1 .949 fes- .1zs 1.612--� 1.0361- 1.612--I s '., Jan 8,2019 -d 1.230 I•� (' STATE OF + drawing no. flORION W12 24 5 9 11 6 11���` sheat 11 of 12� Q PANEL TOP RAIL Q PANEL BOTTOM RAIL Q ASTRAGAL STILE Q REINFORCEMENT Q JAMB/LOCK STILE SEALANT: 4� p� a 2t ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. O w / 2kF' 2N a Otop CY o goo 6O O A NOTCHES FOR 0 �. r HEADER LEGS Q w W°N twA� � FRAME TOP CORNER TOP FRAME SILL BOTTOM LEGS W b TRIMMED TO RECIEVE TROUGH gN 5-1/4"X 2-1/2"X 3/8" 0 1/4" DIA.WEEPHOLES ALUM BRAEK METAL TROUGH SEALED TO FRAME SILL WITH PANEL TOP CORNER SIKAFLEX URETHANE SEALANT co J tli n ENTIRE PERIMETER co J)n 1/4"X 2-1/2" TO PREVENT WATER LEAKAGE WEEP SLOT-\ IN FROM LEGlu C w rn 00_=Q O 1+1 m 0 a oUm^ 0 5-1/4" m 2-1/2" .+ FH SMS .r�.. 21 O i; � f NOTCHES FOR Q �' SILL LEGS g CV .045 z c SILL CORNER CLOSURE ALUM BRAEK METAL FRAME SILLBOTTOM VIEW m TROUGH REOD.AT CENTER OF EACH PANEL SILL ROTATED 90'TO SHOW WEEP DETAILS ` <L. m v m w ,- O i ♦ 1,10EN3�.''•;LA oRODUCf REYIG�1 � d n as oo�Dlf lwi1fl 16oi7Y 9 No.70592 AMT1Coda accaDlaere No 1 -O 13l.1q PANEL BOTTOM CORNER EtW -00 Dale 2'2" Jan 8,2079 , h.-�SI•`^'4 1.L•�4„��.. :�® STATE OF !�� drawing no. FRAME BOTTOM CORNER Ate,+ PntdunCoa6o1 i� •••• �(y♦♦♦ Wl 2-24 ,����®®���'1�♦�`♦ sheet 12 of 12 i