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HomeMy WebLinkAboutNOAU r SCANNER BY MIAMI DADE St. Lucie Couroty • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Sheet, Rcom 208 T (786) 315-2590 F (786) 315-2599 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 -Dada 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, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-2500 Dry -Glazed" Aluminum Horizontal Sliding Window- N. I. APPROVAL DOCUMENT: Drawing No. 757-1, titled "Alum. Sliding Glass Window, Non-Impaef', sheets 1 through 18 of 18, dated 09/08/04, with revision M dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. ARSSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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# 15-0609.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. wrtEoane couNrr NOA No.17-0420.15 g�2Hlt9 Expi AA��DDatg�. �a ,2018 Approvlj$� SAa, 2017 - Wage 1 U 0 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 07-0403.01, 04-1220.05, 02-0701.03 & 96-1023.03) 2. Drawing No. 757-1, titled "Alum. Sliding Glass Window, Non -Impact", sheets 1 through 18 of 18, dated 09/08/04, with revision M dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a dry -glazed aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5095, dated 12/13/06, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 07-0403.01) 2. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a dry -glazed aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3117, FTL-3102, FTL-3596, FTL4341, FTL-4273, FTL-4275, FTL-4277, FTL4278, FTL-4280 and FTL4285, dated 07/23-22-26/04 9/19-28/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 04-1220.05) 3. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a dry -glazed aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3102 and FTL-3116, dated 06118-19101 signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under NOA No. 02-1701.03) Jorge M Plasencla, P.E. Prp net Control Unit Supervisor NOA No.17-0420.15 Expiration Date: May 22, 2018 Approval Date: August 31, 2017 E-1 s PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONrmED) 4. Test reports on: 1) Air Infiltration Test, per SBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a dry -glazed aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-1381, dated 09/16/96 signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 96-1023.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying FBC-51" Edition (2014) and FBC-6f° Edition (2017), dated 04/18/17, prepared by manufacturer, signed and sealed by Anthony Lynn N ilIer, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014) and FBC-6` Edition (2017), dated 08/03/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5095, issued by Fenestration Testing Laboratory, Inc., dated 12/13/06, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA No. 07-0403.01) 4. Laboratory compliance letter for Test Reports No. FTL-3117, FTL-3102, FTL-3596, FTL4341, FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280 and FTL4285, issued by Fenestration Testing Laboratory, Inc., dated 09/28/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA No. 04-1220.05) Jorge IVL Plasencia, P.E. oduct Control Unit Supervisor NOA No.17-0420.15 Eapiratiou Date: May 22, 2018 E-2 Approval Date: August 31, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (cornuvum) 5. Laboratory compliance letter for Test Reports No. FTL-3102 and FTL-3116, issued by Fenestration Testing Laboratory, Inc., dated 06119101, all signed and sealed by Luis Figueredo,P.E. (Submitted under NOA No. 02-0701.03) 6. Laboratory compliance letter for Test Report No. FTL-1381, issued by Fenestration Testing Laboratory, Inc., dated 09/16/96, signed and sealed by Gilbert diamond, P.E. (Submitted under previous NOA No. 96-0701.03) G. OTHERS 1. Notice of Acceptance No. 15-0609.09, issued to PGT Industries for their Series "SGD- 2500 Dry -Glazed" Aluminum Horizontal Sliding Window - N.I." approved on 08/20/15 and expiring on 05/22/18. Jorge A Plasencia, P.E. P net Control Unit Supervisor NOA No.17-0420.15 Expiration Date: May 22, 2018 Approval Date: August 31, 2017 E-3 SERIES 2500 NON -IMPACT RESISTANT SLIDING GLASS WINDOW 1. GLAZING OPTIONS: A. 3118'ANNEALED GLASS. 6D' HIGH COUNTERTOP APPLICATION ONLY, TEST REPORT P L427& B. 3118'TEMPERED GLASS. TESTREPORTSFTL3116,FTL3117,FTL.4277ANDFR5095. 0. 114'TEMPERED GLASS. TEST REPORT FTL-3102 D. 618' INSULATED GLASS (I.G.r (2) LITES OF3116'TEMPERED GLASS WITH A 114-NR SPACE. TEST REPORTS FTL-4ZT3, FTL-4275, FTL-4280, P11A285 AND FTL4341. 2. CONFIGURATIONS SEE SHEET4. 3. DESIGN PRESSURES: SEE TABLES 13 ON SHEETS 2 AND 3. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITWE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.' 4. ANCHORAGE: THE 33113°A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREW& THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE MC. FOR ANCHORAGE DETAILS, SEE SHEETS 15- IS. S. MIAW-DARE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMFDADE COUNTYANO 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD SEAM SEALER. 7. REFERENCES TEST REPORTS FTL3102, FTL3116, FTL3117, FTL-3596, FTL-4273, FTL-4275. F IAZ77, FR-0278, FTL-4280, FTI.3285, FTIA341 AND 5095. >ELCO ULTRACON AND CRETEFLE)(NOA3 >ANSUAFBPA NOS FOR WOOD CONSTRUCTION >ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS(HVH4 F THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELGCITYHURRIGWEZONE HVFLZ} 10. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICIMSS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVEWED BYTHE AUTHORITY HAVING JURISDICTION. Anther amp Anchor Type Frame Mamber Substrate Min. Efte Min. O.C. Distance Min. Embotlmemm Metal Thickness i IW Eke MhoOtt� tll SI9 mn.2 k9 4' CpRRta mn.295ktU 1-1/4' 4' 13/B' - Jog Jog- HNIOMBIeoN TMC90) 2417 1.694° 1-1/4• 2 1M'410 SS EleO GiBeFlea® Sui Conareta(Min. 3. ) 2-1 1 P.hmk C=MW In. &35 ks1 1-114' 3' 14W Jamb Holm Block (ASTM C90) 2-1l7 1.6 % 1-114' He9tl/SI9 Southern Firm (SG =0.56) V 177° 13/B• P4molt V P lava' Jamb 1.594• 14a° 0 012 Slee! BINS (Gr 5) tl SI SoulhFJn PIIra (SG = 0.65)! BOBS75 AIUmNvvn 1• 1' 1' B' / / Ve° P-htdl JamO 1' 1.594' I-- 13m' I) NL NiCROR XEAY TTYtC N1C NYYY4IN4f. PJ bIN.OF 9 TIn1EN5 BEYOND METAL 61164IMTE Material Min. Fr Min. R 92 bl 12D kti JIQeel3emv UOmCarID Iww In lel 4103E Eleo OeteRex® 127.4 ke1 1&4.7 kei 69B:i-TSAiuMlee, I low 2 m CODESISTANDMDSUSED. e74t7 FIARIDA Ot111DLNG CODE 0`94 BIH EDITION e� 14 FLORmA BVODMG CODE IFSCA SiH FOR W N ............. . 3 DETAILS_.._.._.. 1 PRESSURES....... 24 (RATIONS ......... 4 DNS ...... __....__.. 5 ECT10N3._........ a C5..._....... 7.0 CLIP IN CLIP INSTALL.... 10 ICT tt -ASTM El SOM eMSOAFBPANDS2DI5FCRWOODCONSTRUCION 0(SIGN PRE59MEftATING IMPACTRAme .AlUI41NUM DESIGN MPNUAL,ADW 015 eA1515100.12 SEETA9lF81,R 800N NOT RATED T-0RMI9911E eAISC 360-10 S10=E15263 WPAc7nESISfA!&E NOM. 518' LO. - 1/4• AIR SPACE 36 W16- 9B O 3/16' 40 1f4' 97 3f18'TEM EREO GLASS IEALED TEMPERED TEMPERED PERED /30 GLASS- GLASS 318'GULSS SITE 16 rSWG$BITE f6 3� BITE 3116° MONOLITHIC GLASS 3116' MONOLITHIC GLASS 114" MONOLITHIC GLASS 51W I.G. GLASS GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D rs+rmavlN®t PRODUCT REVISED d9 tom Nth qe FIOR4a Now-Ne � 17-0420.15 Dtptmtten xN e052=1B GLASS SITE tto•.. _.•. O-VGEN3E *: Nw68705 o�e� 0.LYMINfluxFkP£ 1 1fB 737.1 Al P.Eifi3lt9 a COMPARATIVE ANALYSIS: A. FIL- 4278; 3116" ANNEALED (60" HIGH MAX) TABLE 1, >EXTENDED SILL, 2 Ur HIGH B. FIL-4z77; 311W OR U4" TEMPERED INTERIOR >SINGLE/SINGLE INTERLOCK D. FIL+4280; 518" TEMPERED I.G. (31167,, U4"SPACE, 3/16'n >NO REINFORCEMENT (SEE SECTIONS SHEET 7) NOM. w OVER-ALL UNIT HEIGHT PANEL g 42" (36) 48" (4° M' (4H) 60" (5°) 72' (6q 80" (63) EXTERIOR �„ (3q VVIDTH , A +65.0 -123.0 +65.0 -94.7 +65.0 .86.2 +65.0 -80.9 +65.0 -76.2 siINTERLINGLE INTERLOCK B +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 465.0 -112.0 +65.0 -08.8 NO D +65.0 -130.0 +65.0 -13D.0 +65.0 -130;0 +65.0 -130.0 +65.0 -130.0 +65.0 -121.3 +65.0 -107.1 REINFORCEMENT +5.0 -73.6 +65 -62.5 +55.6 -55.6 A +65.0 -93.6 +65.0 -84.1 2 .0 -130.0 +65.0 -13.D +85.0 -119.5 +5.0-94.3+6.050 -130.03D° (2ry +65.0 -130.0 +6-27 D +65.0 -130.0 +65.0 -130.0 +65.0 -130.+65.0 -13D.D +65.0 -128.4+65.0-102.2+65.0 6 A +65.0 -W.B 1 +65.0 77.4 +65.0 .67.4 +58.7 -58.7 +51.1 -51.1 36P (3% B +65.0 -108.7 +65.0 A D6.7 +65.0 .105.7 +65.0 -106.7 +65.0 -106.7 +65.0 -83.0 +65.0 -72.3 D +65.0 -115.6 +65.0 -115.5 +65.0 -115.6 +65.0 -115.6 +65.0 -115.6 +65.0 -89.9 1 +55.0 -78.3 A +65.0 77.0 +65.0 -70.3 +61.5 -61.5 +55.4 -65.4 +49.4 49.4 42" M B 1 +65.0 -80.0 1 +65.0 .78.4 +65.0 -78.4 +65.0 -78.4 +65.0 -78.4 +65.D 775.3 +65.0 .65.1 lof +65.0-86.7 1 +65.0 .84.9 +65.0 :8 9 +65.0 $4.9 +65.0 -84.9 +65.0 -81.6 +65.0 -70.5 A +65.D 1 -67.0 +81.7 -61.7 +56.7 -M7 +50.8 .50.8 +46.7 -08.7 SEE NOTES 1 e 2 48°(4� B +64.0 -64.0 +61.0 $1.0 +60.0 -fi0.0 +60.0 -60.0 +60.0 b0.0 +60.0 -60.0 +60.0 -60.0 POS. SILL DESIGN PRODUCT REVISED ea�en8 p1I"'uo Emmn +65.0 +65.0 E5.0 +85.0 �5.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 HEIGHT PRESS. NDA+ 17-0420.16 D +65.0 -69.3 -66.0 BN) (PSF) E�pifnBan Bem05T12I207B 21IT +65.0 B9 1 y4' +36.3 W uet canwl INTERIOR NOT sILL RATED NOTES: 1. POSMVE DESIGN PRESSURES SHOWN IN TABLESARE BASED ON THE 21TP HIGH SILL POSRIVE DESIGN PRESSURE IS LIMFED TO35.3 PSF WITH THE 1 yb° SILL. NEGATIVE PRESSURES ARE UNCHANGED. CASE POSITIVE DESIGN PRESSURE EQUALSTHE NEGATIVE DESIGN PRESSURE 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOTREQUIRED, IN WHICH SHOWN IN THISTA13LE FOR THE RESPECTIVE SIZE. III If f f IIf "nomani P mmnnwC MIISTMEFTMINIMUMEGRESSIESCAPE REQUIREMENTS PERTHEFBC. �f ! IUUaafwo G'9fI. B£AVM(AAa sr+oma I =1 2 -IS COMPARATIVE ANALYSIS: GLASS TYPE: TABLE 2. >EUMED SILL, 2112" HIGH B. FTL-3116; 3116" OR 114" TEMPERED >SINGL.FJSINGLE INTERLOCK D. FTL-4341; 518" TEMPERED LG. (3116"T,114'SPACE,3116°T) >FULL REINFORCEMENT (SEE SECTIONS SHEET 8) ' NOM. 1n OVER-ALL UNIT HEIGHT PANEL 36' (3u) 1 42" (3S) 48" (4° 54" (40) 60" (50) I 72" (60) By, A WIDTH (S9 B +65.0 430.0 +65..0 -130.0 +.0L-i= +65.0 430.0 +65.0 -130.0 +65.0 -120.0 +B5.0 -105.9 24° (2� +65.0 46&0 +65.0 -130.0 +68.0 -1. 300D +05.0 +65.0 430.0 +65.0 -130.0 -120.0 -105.9 B+65.0 128.0 +65.0 -128.0 +5.0 +65.0 •128.0 +65.0 428,0 +65.0 -101.1 +65.0 -88.6 30"2) +65.0 +65.D 56 D +85.0 -128.0 +65.0 -128.0 +65.0 -128.0 +65.0 -128.0 -101.1 B +65.0 -88.9 +65.0 +65.0 -88.9 +65.0 58.9 +65.0 .88.9 +65.D 77.4 33u) D +65.0 -68.9 +65.0 SS +65.0 -68.9 +65.0 -88.9 +65.0 -88.9 +65.0 -77A B 7 +65.0 -65.3 +65.0 53 +5.0 -65.3 +65.0 -65.3 42"(33) +65.0 55.3 D +0 +650 +65.0 63 + 53 +65.0 55.3 B +53.3 -53.3 +50.8 -50.8 +50.0 0.0 +50.0 50 + 70.0 4W (40) LIVE ANALY515: GLASS TYPE: " SILL, 211V HIGH C. FIL3102;114" TEMPERED LISLE INTERLOCK (OUTSIDE) D. FTL-4273S M-4275; 518" TEMPERED I.G. (Y15"T, 114"SPACE, ORCEMENT (SEE SECTIONS SHEET 9) OVER-ALL UNIT HEIGHT r36" (3) 1 42" (3h 1 48" (4) 1 54" (4") 1 60' (5°) 1 72" (60) 1 ST 0-All -78.4 1. POSITIVE DESIGN PRESSURES SHOWN W TABLES ARE BASED ON THE 210 HIGH SILL POSIrNE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 13N• SILL. NEGATIVE PRESSURES ARE UNCHANGED. 21NTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN THIS TABLE FOR THE RESPECTIVE SIZE, 3. OPERABLE WINDOWS MUST MEET THE MINUMUM EGRESSIESCAPE REQUIREMENTS PERTHE FED. �I.OFAVIIL®B stump I NTS l a d 18 1 767-1 1 M SEE N07ES 1 S 2 POS. SILL DESIGN HEIGHT PRESS. (IN. ('SF) 2112` +65.0 1 314- +35.3 INTERIOR NOT 61LL RATED PRODUCT REVISED ps pampl Mlh p"Fle44a Dump xoaxo. � 77.0420.15 Llpu�'I'ryl aQNT LrN,y4j ,,, •• u�Fl+sF ��, W 5370S AZ "DMA LI�NL```` ALMIMLUP PE, P.Im!I= C CODE PANEL TYPES A INTERLOCK � LOCKSTILE B II"NiERLOCK NTERLOCK C GAIMEROCK AS RAL D LOCKSnLE INNTERLOCK E INTERLOCK I I --I CCCI I INTERLOCK F INTERLOCK INTERLOCK �� DOUBLE C7 LOCKSTILE INTERLOCK H IINNTEH.RLOCK INTERLOCK DOUBLE ' DOUBLE INTERLOCK INTERLOCK j LOCKSTILE STAND L ASTRAGAL K INTERLOCK LLOTCKSTLLE C L LIL AST�R/OiGAL INTERLOCK M LOCKSTILE INTERLOCK N ASTRA� INTERLOCK H. LO�GLSTLLE P INTERLOCK CODE PANEL TYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48' NOMINAL R LO�TILE INTERLOCK WIDTH PANEL TYPES IS 441B'. 2. MAX DLO HEIGHT-763W S FIXED LOCKSTLLE STANDARD ASTRAGAL 3. CONFIGURATIONS INCLUDE BY-PASS, POCKET AND ANY COMINATION THEREOF (LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES) FRAMES OVER 3-TRACKS ARE MADE UP OF T RAsRAAGGAL FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 13 LOCKSTILE AND 14 OF THIS NOA EXAMPLE MAXIMUM CONFIGURATIONS: u LOCKSTILE B.EIGHTPOURTRACKS(CENTER MEET) ARSiTRACAL FIVE PANELLS S B. PANELSONN -PASS) SEE LIST BELOW V FIXED LOCKSTILE LOCKBTILE 1 X 2 XX IN DOUBLE INTERLOCK � STANDARD 3 OX ARAOAL 4 5 XO 00 DON U�RLEOCK 6 W C Y LLOOCCKSTILE 7 6 XDO COX Z LOCKSnLE LOCKSTILE 0 10 11 XXO OXK O)o YR DOUBLE FIXED 12 13 XOX 000 INTERLOCK LOCKSTILE 14 )000K DOUBLE 15 i6 OIOa OXXX PRODUCT REVISED GR INTERLOCK LOCKSTILE 17 XOa Bolcom, Coo with t R.6d. 1B ODXK No" . 17-0420.15 19 XKOO 9lme0ee DemO5/22J201B ASTEALE 20 D QX LR INTERLOCK 60 Br �U��LUI��— 21 Mm IeOvot come 71 000 000 WR AS7TAND AR O N)GAL DOUBLE INTERLOCK 23 9 100001 0700C( RNTERLOCK 25 25 MM OXKXO DS INTERLOCK Z7 mm 29 00000 SD INTERLOCK INTERLOCK DOUBLE INTERLOCK 29 3D 31 xl9rrwoK OXtom )QD06 = q, .` 4�: '}CEN ' Bf t5lf.OFADIH® FX u omi—w sDDtSW TJTS 4 e 1B 757-i M P.e 5M 4411W MAX DAYLIGHT OPENING FOR48'NOMINAL, ALL CONFIGURATIONS C-IME T 60, MAX HT. GLASS TYPE A 1 Qr NOM. MAIL PANEL WIDTH T T pXXO or OXXp pXXXO or OXXXp F �t�y a 60' HT GLA TYP B,C a MAX MAX. HT. SS // GLASS ES TYPES aD o j a 48- NOM. MAX. PANEL WIDTH pXXp X or X MAIL CLASS TYPES 48'NOM.MAXPANELWIDTH —1— OX or XO 1 PJ 651M' 60 Ni OR DAYLIGHT GI�A' OR OPENING TYPE °NOM. MAX PANEL WIDTH i IS A NOTES: 1. SEE SHEET 4 FOR PANELTVPES. 2. DLO WIDTH = NOMINAL WIDTH- 3710' 3. DLO MIGHT =WINDOW HEIGHT-41/4' w 753W MAI MAX. FIT DA YLIGHT NT TM OPENING TYPE B,C8 4B° NOM. MAX PANEL WIDTH ri DLO HT. 80' HT LI�DT tGiI PI BC8 48- NOM. MAX PAIN.WIDTH T -i OXXO Or XXXX S S D ( l)— Tex, �4NnLrmme ALUM. SLIDING GLASS WINDOW, NOA wwmn°fvtw eV02W0 Nr5 6 -18 787-7 is s D PRODUCT REUESED Mll44i�3t daallil t!e Rwitla No".. 17-0420.15 Eapiratlan OP10 05/22/1016 ``JIUunVgii, ....::7jf A WNItl4ERPE PP98905 a 48- NOM. MAX. PANEL WIDTH pXXp X or X MAIL CLASS TYPES 48'NOM.MAXPANELWIDTH —1— OX or XO 1 PJ 651M' 60 Ni OR DAYLIGHT GI�A' OR OPENING TYPE °NOM. MAX PANEL WIDTH i IS A NOTES: 1. SEE SHEET 4 FOR PANELTVPES. 2. DLO WIDTH = NOMINAL WIDTH- 3710' 3. DLO MIGHT =WINDOW HEIGHT-41/4' w 753W MAI MAX. FIT DA YLIGHT NT TM OPENING TYPE B,C8 4B° NOM. MAX PANEL WIDTH ri DLO HT. 80' HT LI�DT tGiI PI BC8 48- NOM. MAX PAIN.WIDTH T -i OXXO Or XXXX S S D ( l)— Tex, �4NnLrmme ALUM. SLIDING GLASS WINDOW, NOA wwmn°fvtw eV02W0 Nr5 6 -18 787-7 is s D PRODUCT REUESED Mll44i�3t daallil t!e Rwitla No".. 17-0420.15 Eapiratlan OP10 05/22/1016 ``JIUunVgii, ....::7jf A WNItl4ERPE PP98905 a IS A NOTES: 1. SEE SHEET 4 FOR PANELTVPES. 2. DLO WIDTH = NOMINAL WIDTH- 3710' 3. DLO MIGHT =WINDOW HEIGHT-41/4' w 753W MAI MAX. FIT DA YLIGHT NT TM OPENING TYPE B,C8 4B° NOM. MAX PANEL WIDTH ri DLO HT. 80' HT LI�DT tGiI PI BC8 48- NOM. MAX PAIN.WIDTH T -i OXXO Or XXXX S S D ( l)— Tex, �4NnLrmme ALUM. SLIDING GLASS WINDOW, NOA wwmn°fvtw eV02W0 Nr5 6 -18 787-7 is s D PRODUCT REUESED Mll44i�3t daallil t!e Rwitla No".. 17-0420.15 Eapiratlan OP10 05/22/1016 ``JIUunVgii, ....::7jf A WNItl4ERPE PP98905 a DLO HT. 80' HT LI�DT tGiI PI BC8 48- NOM. MAX PAIN.WIDTH T -i OXXO Or XXXX S S D ( l)— Tex, �4NnLrmme ALUM. SLIDING GLASS WINDOW, NOA wwmn°fvtw eV02W0 Nr5 6 -18 787-7 is s D PRODUCT REUESED Mll44i�3t daallil t!e Rwitla No".. 17-0420.15 Eapiratlan OP10 05/22/1016 ``JIUunVgii, ....::7jf A WNItl4ERPE PP98905 a OXXO Or XXXX S S D ( l)— Tex, �4NnLrmme ALUM. SLIDING GLASS WINDOW, NOA wwmn°fvtw eV02W0 Nr5 6 -18 787-7 is s D PRODUCT REUESED Mll44i�3t daallil t!e Rwitla No".. 17-0420.15 Eapiratlan OP10 05/22/1016 ``JIUunVgii, ....::7jf A WNItl4ERPE PP98905 a 212 ; L l ;2f3 (S-TRACK HEAD& SILLSHOWN) 211 214 215 217 MAX HEIGHT ALL CONFIG. NOTE: MAX DP W)1 3/4' SILL=+35.3 PSF EXAMPLE MULTI -PART EXTERIOR FRAME EXT. INT. 753/4' MAX' DAYLIGHT OPENING ALL CONFIG. VERTICAL SECT. STANDARD SILL 1314' EXTENDED SILL cw..OFapn 212 I —I - i ;2116 (5. TRACK HEAD& SILL SHOWN) 211 74 215 217 EXAMPLE MULTI -PART INTERIOR FRAME milimillm NOTE OEM 74, INTERIORSILLISI PRODDCTRIMSED NOTAPPROVED plyinp MM Mo FIwMo WHERE WATER 6wlalnpC INFILTRATION I9 Now-xo. 17-0420A5 REQUIRED. 1 Fa 1l .Ogle D512212075 VERTICAL SECT. NO.587p5 INTERIORSILL 6 e 18 1 757-1 al SEGT. A -A �� SECT. D-D�•�� SECT. E-E�`�` INTERIOR ALL SECTIONS) --- `�__f---- - - -- --a-- EXTERIOR SECT. B-B SECT. C-0 SINGLEISINGLE INTERLOCK EXAMPLE W1 NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) I T41 DR 8 IX 1 B I OR f08 SECT. A -A MOVABLE INTERLOCK AT P-HOOK C X x f06 OR B SECT. B-B MOVABLE SINGLEISINGLE INTERLOCK 10B AIR SPACER, TYR ALL SECTIONS SECT. D-D FIXED TO MOVABLE SINGLEISINGLE INTERLOCK OR S XORO SECT. C-C LOCKSTILE AT ASTRAGAL X OR O Q OR 1B7 USED ONLY WITH FDMD PANEL, O SECT. E-E LOCKSTILE AT JAMB X PRODUryC1mT,REVISED 8.0dbb, Code Hh tho Flo�Ea uoA .. 17-0420.19 ��uuugl * Na S87DS mir. oFamiF� I �I ALUM. SLIDING GLASS N7NDOWNON-IMPA oux11 Y NB OYMbE51HR SHEET. roo em —s — —7 P.giw �e. aMMYLURP.E FIL 09NEiD9 `�" Bc0Edl1 12 7 • 1B 757-1 M P.EA6 :CT. A,A ` SECT. H-H -�� SECT. EEC -- �- -- - ----- - - --- c o - - -- SECT. F-F SECT. G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 3 DESIGN PRESSURES) In46 O OR 8 �lm 6 OR 8 X 'J SECT. A -A 1� OR s !' MOVABLE INTERLOCK AT P-HOOK SECT. F-F MOVABLE SINGLE/SINGLE INTERLOCK 76 ANDO S OR 108 0 O O W O O AIRSPACER. T. ALL SEC IONS X 48 SECT. H-.H. FIXED TO MOVABLE SINGLE(SINGLE INTERLOCK /p N.vPN6$ L(p//fIs}f6'p � IFE V JN W.06'/7 M NO GHilN0E81NI35HEEI. G T...,. •srempemp pf rorvmmORa •uam�mam XORO I SECT. G-G LOCKS 4J LOCKS/TILE AT ASTRAGAL X OR O f 1 OR 101 SECT. E-E LOCKSTILE AT JAMB UISS WINDOW NOA F- a .even e 18 1 757.1 4 INTERIOR i(ALL SECTIONS) EXTERIOR PRODUCT =SEDF p a gg MN Ise bfltle Bu115N8 tla NOAN0. 17-0420.15 *: NO.BB705 SECT.AA �� SECT. J-J SECT. E-E�r_ 4INTERIOR (ALL SECTIONS) ---�`-- f__--�— _ — ----a-- I EXTERIOR SHOT. 1-I J, SECT. GG SINGLEIDOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 3 DESIGN PRESSURES) S OR fOB 24 OR f21 46 X X V OR 8 X SECT, A -A MOVABLE INTERLOCK O OR 1sJ AT P-HOOK SECT. 1-1 MOVABLE SINGLEIDOUBLE INTERLOCK � 134 ORO SECT. J-J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK fomfruaaaarRmn N VBIRERda8116 (91fIT�f� u �wavotsnfrss�r. mrrfmAtm[irnae u of�c nmm.®nm OR f01 XORO SECT. G-G LOCKSTILE AT ASTRAGAL X OR QOR 8 SECT. E-E LOCKSTILE AT JAMB LASS WINDOW NON T- 1 7S/-1 X PRODUCT REVISED BuiWing nWEo UNo Floritla No"m 17-0420.15 �. J Na 587M (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERLOCK POSITION TO SECURE THEACTIVE PANEL TO ITS RESPECTIVE SILL TRACK (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANELAT TH INTERLOCK POSITION TO ATTACH AXED PANELTO FRAME HEAD (2) FIXED PANEL BRACKETS INSTALLED rrAAN ON EACH FIXED PANEL TO ATTACH FIXED PANELAO FRAME JAMB /��INSTALL W/#10xi'SMS (4) 6EINSTALL WS(2)4' I 1PEL SCREWS (2j OPERABLE PANELS impnx+evaxnypwH µ y� RBti/y (YI#Ip0.1®p GiR.OFxUM/A89 / Q!)831 �J n INSTALLWI 32. INSTALL W/#103(1' SMS (4) #10x1' /�• •` REINSTALL I/4-20 EMS(2) I PANEL SCREW) r r (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FOLD PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL FIXED PANELS PRODUCT REVISED BWIEIng Cong wJN o F1.4d. U NoAam. 17-0420.15 ExplmBon mto05122/2018 (IjFIXED PANELCUP(TOP)TO BEATTACHEDTO By uc ntm THE INTERLOCK (ONLY) OFANY PANEL ON THE OUTERMOST TRACKOF THE FRAME ' NoANCHORS AT THESE LOCATIONS I r ; 1 nwur PE3/4' =*.. No. 53705 ' N LSCL#tOx PAN EL SCREWS (2) _ •( *- sco75w I M 110 s 18 1 70-1 a MM PARVI DESCRIPTION PG1W IIEIVI PART h DESCRIPTION PGW 62 522 COIANIALTNI'EBSECIION APPLIEDCOIANIALM[R4TE4 41630 1 No emu 63 124 66631 2 LATCHASSEMBIY 71ACK 3 LATCH ASSEMARLY UMM 7DUMY 64 1240 1/1 XXIFLATBAR 6897ATS2 4 910.32X1.25PH.FLMS T 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 705 RPTPRIACK (SID-1 MONOLATHE 69409 67 756 TRACKCLIP COVER 675MM 7 1L19 910X.750PR PR SMS-SS. 75134X 68 #6X318PPSM516.8SS 76X38PPAX g 1/4.20X1.125PRPN.MS 7142DXI18PPMSX 69 740 HOOICSTRIP HOO 63713 9 1209 WSTP H4'1.T7C 70 722A HIGH-RR$TRACKADAPTER bg 11 106 .187X320-PILB TOP RA MONOLITHIC 68172 71 702 2-7RAW.RPAD 79 12 1281 WSTP.187X.290FINSEAL 61281W 72 70313 2-TRACKE31fIItIORSDL 6703B 13 725B TOP PANELCEME 41801 73 704 2-TRACK7AMR 68180 15 707C BOTTOM RAIL. MONOLITHIC 69173 74 637 LTRACKINTFRIORSRI. FD®PANELCIEP, TOP 68275 17 726 BOTTOM PAM316ME 4180E 76 717 7IA13A 18 651 SINQEROIIERASSY. 7SRAZ 77 717B FDLT:DPANFLCIXP BOTTOM 7717FPQ1 19 661 SINGIEROLIERASSY.-SS. TANDEMROUEILASSY. TANDEM ROIEtASSY.-S.S. 70AX 78 646 FDQD PANQ.BRACKET 06X12PPMB 41814 20 683 7683E 90 1136 76KM 21 6M 7683SS ]Ol 106 736 735 LACKS LQGIASS INTERIACK TD. L.Q GLASS 60392 23 24 609 720 ASTRAGAL,MONOIITIR ASTRAMONOITTIEC GAL' 63315 60393 69492 Ill 618 TOP RAIr, LQ GLASS 69�g 26 653 LATCiKEEPER 7SDISBFP 115 619 BOTTOM RAIL„ LQ GLASS 69089 27 653 IATCHKEFPFR-S.S. 7SDKPPPX 121 737 ASTRA LQ GLASS 60394 TS #BX312PR TA SMS 78X56A 130 518" I.Q GLASS; 3116" TEMPERED 1/4"SPACE 3/16"1'FMFFIOD 29 729 LAMBBUMPIR 720g7K 30 #6X375PFLPN. SMS 76X38PPA 31 663/664 BUMPjRSMd(,030UR.U6U2 41831 131 1006 GIAZINGNINYL-INSULATED GLASS 658GLR 33 734 DOUBLEINTFRLACK(STD. MONO. GLAZINGVINIL-3116 69494 6T304 I34 745 DOUBIEINTFRIACK STD. LQ GA 60551 203 666 OPT. S4RTICN PAIL. POCKET DOOR 61394 36 TOOT 208 631 3-TRACKBEAD 68182 PRODUCT REVISED euom °. �n Fl°Ntla xow-xo. 17-o42D.'IS P.Rpimnen om°05122/2048 ey 37 G[AUNGVINYL-1/4 614GK 38 3/16"AEII4EAIED GLASS 209 632 3-1RACK7AMB 68193 39 3/16"TPIvIIYM GLASS 210 633 3-TRACK EXT.W/SCRH44RAIL 68184M 40 ll4"T13MPPIiID GLASS 211 613 ADD-ONTRACKBEID 68187 42 645 ADD -ON SIVE OXO ONL 6911E 212 614 AD114)NTRACKPORFRAMEHEID 68185 45 755 12X1S612ERdF.-ALUM 213 617 2-TRACCFRA-MEIAMB,ADD-0N 68188 46 1214 1/2X] V4R(7F1F.•ALUM, 667 11M 61214M 214 615 3-TRACK ADD -ON 68189M 49 749 REPIPORCFE4FI�T SPRII40CI]P 7[0RC1MJ5 215 616 ADD-ONTRACKW/SCREENFORSBL 68190M 51 T040 MOIITICELOCC FADLAT 71040 216 634 ADD-ONHEAD 68186 52 1040-2 MORTICELOCK EID LATCH)S.S. 7104OX 216 634 ADD -ON SILL 69196 53 CYLINDI]i/HOUSINGASSY. ORTL 70288K 218 6T8 LOW-RLSE2-TRACKS MMRIIERIOR 68952M 54 1016 #8 X.625 P1LFL SMS 1858ZA 1-TRACKSI[L RTTERIORADD-ON LAW-RLSEI-TRACKSIILEXTFRIOR 55 657 BACKINGPLATE ORTT 41830N 220 222 636 671 W�l `.��ON.......N !� '.:^ucexy ••.,• �; =*; Na se7os rr�' 'AO '•. sr Teti :T0 '';ftRID?.:'��'�`� 56 1045 MORTICHAEIDIESEI' 71045 57 COVFRPIA7'E 7VT43 ?25 732 HIGH-RLSETRACK ADAPTER 58 659 MORTICEIATCHKUM 7SDSP5X3 60 1239 31167 APPLIED MUNIIN 68421 61 665 COLANIALUAWMCB 41628 tOIOTEOA9LWYDRIVE u ixrocE '0a' PARTS LISTS ��sa/ONAI ��nnuu4,pz 0.L�T81 MylH(PE PEaseros ALUM. SLIDING GLASSWINDOW NOAFIMPACT m owsn u nrorrwecEsrwssx�r. rrre "�' o"n� r smmo NTS f1 > le I 767-7 I M FX ,� 08P8Oa .4l ue, ow2a6 • —.-4 .890 ♦~ ---i..890 ♦~ ' T .0821 .062 �w +1 1.036 h— -+115001— LG.TOPRAL TOP RAIL MATU 6063-T5 MATL-606&T5 111 gels 11 #706 �— 2310 Z310 093 093 1.L0 � 1bL18 I.G. DOUBLE INTERLOCK SM. DOUBLE INTERLOCK MATL:6068-76 MAIL: 6011-T6 134 #745 O #734 ' --1 1.036 1.— w1499-- L .062 � A62 2438 2A3BL I.G. BOTTOM RAIL BOTTOM RAIL MAIL: 8063.76 MAIL: 6063-T5 815 #819 #707 r- .500 OREINFORCEMENT MATL' 6063-T6 0765 r565r ,T-n 46 REINFORCEMENT MATT.: 6063-70 01214 NOTE: ITEMS 45 AND 46 LENGTH =PANEL HT. -4'U4- w 2 I.G. ASTRAGAL 121OTL: 6063.76 #737 �- 2.437 1.032 .062 101 I.G. LOCKSTIL i T O MATT.: 6063.76 0738 1-- 2.437 ---11 1.032 11 062 O STD. LOCKING STILJ 1 MATL: 6063-TO #708 Mm 1.575 2M5 A25 H.D. ASTRAGAL 8MAT1:6063•T6 #720 O OFO 1o r 1.750 --4 --j 1800 F-- 2.� O 126 1 O LPANEL CLIP, BOTTOM MAIL: 6063•T6 #7178 len)�earon cmrar•urntt�e O O I O O 7— 1.750 I +{ 1.000 r+ 1.750 '26 1 FIXED PANEL CLIP, TOP 76 MATL. 6063-T6 #717 12 • 18 �- 2310 ,r 093 LG. INTERLOCK MATL:6063-T6 fOB #735 I— Z310 1.9 093 STO. INTERLOCK MATL: 6083-T6 O #705 No. Sam 3,614 —� 1.000 F.— .062 2.600 1.587 REF. ANCHOR 1 HOLES O2-TRACK HEAD O HI.MSETRACKADAPtER MATL:6063-TO MAIL: 000345 #702 #722A L F� 3 887r I � ANC 2370 I 06D ��REF. ANCHOR HOLES 1010 O2-TL: 6063 6 O HOOKSTRIP MATL:6063•Tfi 6B MAT:0003-T6 9 #704 740 1.687 REF. ANCHOR HOLES pr .UBL 500 1.750 / I � i-•i .750 i� 062—_{ �-- CUTS � O OPTIONAL SCREEN RAIL, POCKET PRODUCT REVISED scamp vAN MO F1oMe en6alna e n MATti 0003-TS No".. 17-0420.16 02-TRACK EXTERIOR SILL #668 Eiptfetlon oa1u06/22/2010 MATL: 6063-TG #7036 Mie a uc n1ro {�- 1.687 REF. —�{ ANCHOR HOLES 1.750 062 � I E62 3.798TI 50 ' RACK ADAPTERER OHI-RISE MAPL-6063-TS 74 2-TRACK INTERIOR SILL #732 MAIL: 6DB3-TB #637 'A'•. /K1?- C9R.OFAUlHL29ID0 I I 11 I �-HI I �uvrvr. vu✓mv vu+v.r .n..... 57.......�. IJ\ \�J-I W'^ '^" ALYIW MLLLFn,PE. mem"4pOm/u°aec 5r,�p NTS 13 + 18..orou 767-1 M PEASaA15 _ ADDED FRAME COMPONENTS �. —1 4�D7g��I��I 1 I �`--- 3.002 —'� �7+-1.8�00 1 J_ 776 .e50I I II u-'71� 1..00000 Ilf 1J.00-0 1.000 �. r U .062 •-�iu� -T Tu yl0 .062 .062 .082 �~ 211 ADD-0 TTRACK H D 212 FOR FRAME HEEAD 2/6 D"Nggg AD 208 3 • TRACK HEAD #813 0814 MAT1: 6063-Tg #034 4631 062 I .082 1 887 �2� .687 3.187 6.094 —+i j 2agq �� 2-TRUCK FRAME, 213 JAMB ADD -ON 212 1 TRACK SILL, LOW -RISE 209 3-TRACKJAMB MAIL: 6063-T6 O EXTERIOR W/ADD-ON MAIL: 6063-T6 #617 MAIL• 6063-T6 #632 0671 .012 .OBx L— 012.490 I t250 a .562 1 b62 1 .56z .627 TI g,1gy Tr 5.682 1 r. 3.868 —�i� PRODUCT REVISED f Imp1yng Won No Honda 3-TRACKADD-ON SILL 278 2-TRACK SILL, LOW-RISE 6ullalno 0oao 3-TRACK SILL, EXTERIOR 214 MAIL: 8083-TO EXTERIORWIAOD-ON N0"- 17.0420.75 210 W/SCREEN RAIL ry615 MA71: 8083•TB EupinBon Data 05/22/2018 MATT: 6068-T6 #538 #633 M' ue 062 .662 .062 062 .582 .682 ``rPuuulpr b82 ,502 2r �^ A4B 1.014 I ice— 3.788 r �-'— x204�WEN�(.'P��: 2-TRACK SILL,1 -TRACK SILL, 215 ADD-ONTRACKWJ 217 i-TRACK ADD -ON SILL 17B INTERIORWIADDON O INTERIORWJADD-ON * Na. 68705 - SCREEN FOR FRAME SILL ' MATU00B3-T6 MATU 6063-TB MATL: 60g3-TB _- MAT#616 035 #637 #638 41.8i� :(pI• Zl-m--9v--T o,aem.,�0P:: EXTRUSIONS FRAME CONTINUED S' -' 0 , ALUM. SLIDING GLASS WINDsoNALEM NO CHANGES 7NIg6NEET. V�' erer -T mww we P.. WNILIERP.E GG013W NTS 14 a 18 767.1 M P.Essa7m • 16- MAX. ANCHOR —1 8' LOCATION. I MAX- TYP. ASTRAGAL OR INTERLOCKTYP. (4]ANCHOR CLUSTER-C4 2ANCHORS AT EACH LOCATION, (2-TRACK); 3 ANCHORS AT EACH LOCATION, (3-TRACK); 4ANCHORSAT EACH LOCATION, (4-TRACK) IS -MAX -I g. MAX. 1 11/16' MN. O.C. TYP. fWANCHORCLUS7ER-08 18' MAX 8° MAX. S' MIN. fB1ANCHOR CLUSTER-C8 HEAD & SILL ANCHOR CLUSTER DETAILS FOR ASTRAGALS AND INTERLOCKS EXAMPLE USES S JAMB ANCHORS f-S TOTAL SEE 1'MAX SHEETISFOR O.C. ADDITIONAL L TRACK APPLICATIONS I T^6'MAX 225H6'MAX. 48- NOM MAX NOTES 1. ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: JAMBS AND P-HOOKS SPACING - 6' MAX FROM CORNERS AND.28' MAX. Or- H. AND SILL SPACING - 6' MAX. FROM CORNERS AND 225116- MAX. O.C. 2. INSTALL PER ANCHOR QUANTITIES OF TABLE 4, SHEET 16, USING THE DIMENSIONALCRITERIA OF NOTE I. HEAD AND SILL CLUSTER ANCHORS ARE REQUIREDATASTRAGALAND.WTERLOCKLOCATIONS OF THEIR RESPECTIVE TRACKSECTIONS. SEESHEET19 FOR POTENTIALANCHORLOCATIONS WITHIN HEAD, SILLAND JAMB TRACK SECTIONS HEAD/SILL ANCHORS,TYP., (2)ANCHORS PER ACKS, SEE SHEET 18 FOR 3 &4 TRACKS P-HOOK 28' MAX O.C. FOUR PANEL DOORANCHORAGE LAYOUT EXAMPLE PROM TABLE 4, SHEET 1B 2-TRACKS, CONCRETE SUBSTRATE 0 HEAD, SILL & P-HOOK, CMU SUBSTRATE ® JAMB L9fi.OFAUlN N�Bs EXAMPLE SOLUTION HEAD & SILL= 6- MAX. FROM CORNERS, 22 6116' MAX O.C. AND CO AT EACH ASTRAGAL OR INTERLOCK JAMBS & P-HOOKS -VMAX FROM CORNERS AND 28' MAX O.C. TOTAL AT HEAD =30 ANCHORS (2+2+C8+2+06+2+C6✓2+2-30) TOTAL AT SILL =30 ANCHORS (2+2+C6+2+C6+2 C6+2+2=30) TOTALATJAMB- BANCHORS TOTAL AT P-HOOK = 5 ANCHORS e iB PRODUCT RMSED ep wmpl n wlN tl,o FlOtltla Bufltllog 17-0420.15 #, No. BBT05 MINIMUMANCHORREQUIREMENTS TABLE4. TABLEKEYs: DP TABLE REF. >1 SHEET 2, TABLE 1. SHEET 2, TABLE 1. SHEET 3, TABLE 2 SHEET 3, TABLE 3. 1. ANCHOR TYPES: GLASS TYPE >I A BORD SORD CORD 1. 114' ELCO ULTRAOON INTERLOCK&> SSN SEE NOTES SSN(S NOTES) SSR(SEENOTE 3) SOR SEE NOTE 3) 2-1(,'ELCOSS4CRETE.FLEx REINFORCEMEI4 HEA 8 H 0 $ EAD& HEAD & 3 -#12 STEEL SCREW (G5) AN OR P SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P4iOOK SILL JAMB P-HOOK z GLASS TYPES: &SUBSTRATE CLUSTER CLUSTER CLUSTER CLUSTER A-311VANNEALED J J J J J J J J J J J J B-3115'TEMPERED $ $ a W w Q W 4. In w Q W W< W W Q Q Q Q Q C-1/4-TEMPERED g i g � I g o g a g � m III 0-58'TEMPERED I.G. NOM. UU L� U m m U m U u m n L1 m U U m U m o o m 2 2 Z Z Z �L Z Z Z Z Z Z Z Z 2 Z Z Z 2 Z Ly Z 3. TABLE ABBREVIATIONS: PANEL UNIT 0 0 0 0 8 0 wiDTHx Hr. �88g8L88gL1L1gL1�g�8gA888gee 8888° e- N N- N N- N N- N .- N N- N I SSN-SINGLE/BINGLEWITH 24.GD0 x 36.GOD 04 C4 G 4 4 4 3 3 3 GGG 4 4- 6 3 3 3 G G G 4 4161 3 3 3 G G G 4 4 6 3 3 3 NO REINF. AT INTERLOCR 42.000 G 6 8 6 3 3 3 C4 G 6 6 6 3 3 3 G G G 6 .6 6 3 3 3 G G G 6 6 6 3 3 3 &ASTRAGAL,(SFEET7) 48.000 GGG 6 6 3 3 fitGG 6 8 6 3 3 3 G G O 8 3 G G G 0 6 0 3 3 3 54.00D G G G 6 6 6 3 3 3 CB CO G 6 6 8 4 4 4 C6 G 6 6 6 4 4 4 CB C6 C4 0 B 6 4 4 FULSSR-SMGLREIN ATiNTE 60.000 G G 6 6 6 3 3 3 co Co C4616, 4 4 C6 6 6 8 4 CB 8 8 B 4 4 &AS RAGAU(SHEETS) B ASTRAGAL. (SHEEP 8) 72:000 NOTAVAIABLE C 8 6 8 5 5 '4 5 B 4 4 C6 CB CB 0 8 6 5 5 5 80.000 C6 8 8 5 5 4 C6 C6 CB 8 8 8 4 5 4 C8 C8 CB B 8 8 5 5 5 SDR-SNGLEMOUBLE WITH 30.000 x 36.000 C4 C4 C44 4 4 3 3 3 G G G 6 6 6 4 4 4 G G G 6 6 6 4 4 4 G G 6 6 8 4 4 FULL REINP. AT INTERLOCK 42.00D G C404 6 6 .6 3 3 3 CB a G 6 6 6 4 4 3 C8 COG 8 8, 6 3 4 3 C6 CO 6 6 6 4 4 3 &ASTRAGAL,(SHM79) 48.000 G G G 6 6 6 3 3 3 CB CB G 6 6 6 4 4 4 C8 C6 G 6 6 6 4 4 4 6 6 6 4 4 4 WD-WOOD SUBSTRATE 54.000 G G G 6161613131 3 G C6 8 8 8 5 5 4 C6 CB G 8 8 8 5 5 4 06 C6 C6 8 8 6 5 5 4 60.00D G G G 6 8 8 3 3 3 C6 -a 6 8 8 5 C8 RIM 8 8 8 5 5 5 CB C8 CB 8 8 8 5 5151 AL -ALUMINUM SUBSTRATE 72000 C6 C6 C6 8 5 CB CB C6 a Is B 5 5 4 co C8 C6 B 10 10 6 6 5 �000©©©000000©o®o©000ryoor�000000©©©, �I �o��©©�r•�r�r:�no�©®©c��c�oouo©�t�oo�oo©©© .� �000000©p©oo©0000©©or�ommmoo[� ::,,,00©000©�©0000000�oo©©oar©�©oor3000000 ©00000©©©0000000�r�oo©000�o©r�oc:�ooaoo� ., oo©ono©©©r�r�000n©oc�000000000000000©©© .. ... om0000©©N©oouuuuum _ ME wra�rsarJar.-acrnrncmrarara wauua©© 60.000 G G C2 8 8 6 3 3 3 GGG 6 6 8 4 4 4 G G C2 8 8 8 3 4 3 C4 G C fi 6 B 4 4 4 72.OD0 G G 8 8 8 6 5 6 G G G 8 8 8 4 4 4 C4 G 8 6 8 5 5 5 �A. ( Nn 561GS �.,.,.,,, NOTAVAILABLE -.., __ ... .. _ .. .. .-..-.... ., ., ., araco Nib 1S • 18 757-1 a 13/B'MIN. CONCRETEANCHOR 3.4 KSI MIN. CONC. "� (SEE NOTE I) 19/4'MIN. E.D. (212•FOR CRETEFLEX). TYP. (2) I 1•MIN E.D. - .,y_...,-.. -(2) 'tki: '�%''� "'~ NOTE 1. (SEE NOTE 1) .. ••.. 9'r^ �, 1 1 594 lxWOODBUCK O.C. (SEE NOTE 2) rkfnUTq WOOD (EXTERIOR) �1/4'MAXWOOD ANCHORli�7zI TYP -I- MIN E,.D., TYP. (2) zx WOOD a J-T (SEE NOTE 2) ALUMINUM MULL ANCHORAGE APPLICABLE TO HEAD OR JAMBS 1/S AL MIN. (EXTERIOR) I6069T6 MIN.OF3 MAX SHIM #12� S THREADS BEYOND (SEE NOTE 2) DETAIL -C DETAIL - D\- WOODANCHOR DETAIL-J METAL 114'MAX SHIM -'{I� (SEENOTEI) SUBSTRATE. 'EXTERIOR) NOTES: E EAD INSTALLATIONS DETAIL -F 1. FOR CONCRETE SEE NOTE t. -�{ r i.5 K81 MIN.CMV `;. 4 . MI ;OR yN 3 4 KSI MIN. CONC. ':.•' 1'"'°' ABOVE FOR 2x WOOD BUCKS. TH CONCRETE ::��, 11N. O.C. IF THESE CRITERIA ARE MET THE ANCHOR 13/4•MINE.D. 4. IF SILL LSTIGNTTO SUBSTRATE.I (SEE NOTE i) N.{ (21f1 FOR NON-METALLIC GROUT (3350 PSI :4)�c CRETEFLEXORCMU) THATISNOTTGHTTOTHE SUBS 1x WOOD BUCK TYP, (2) 300 FELT PAPER OR MASTIC IS RE (SEENOTES2) (EXTERIOR)—� THE AUTHORITY HAVING JURISDII DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS MIN. OF 3 THREADS 606&TS ix WOOD BEYOND METAL (SEE I, SUBSTRATE. TYPICAL FRAM H DADE COUNTY, USE ONLY MIAMI-UADE COUNTYAPPROVED MNIMUM DISTANCE FROM CENTER OFANCHOR TO CONCRE 2 SCREWS OR ELCO 114• SS4 CRETE-FLEX ANCHORS EMBEI SON THIS PAGE AS tx ARE BUCKS WHOSE TOTAL THICKNEE ATM INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS NOTION. 1X WOOD BUCKS ARE OP'nONAL IF UNIT IS INSTAL ,TERIAL SHALL BE MINIMUM STRENGTH OF 6063-TS AND A PTO PROVIDE FULLSUPPORT TO THE DOOR FRAME SIMILA )R SHALL BE A 412 SHEET METAL SCREW WITH FULL ENOAC RES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IR OTHER MATERIAL IS NOT REQUIRED. (FUSED,NONSHRII )NE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGT NO TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRAEI BETWEEN THE GROUTAND WOOD SUBSTRATE, OR AS APP (EXTERIOR) (EXTERIOR) DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS rERraFAunLrt�w :0174• ULTRACONS OR T74'SS4 EDGE IS 1 314! (21PP FOR CRETEFLEX OR D 1318•MIN. /.6B70.C.-•--�i IWMAX. (SEE NOTE 5) WOOD ANCHOR .(SEE NOTE TEI) i) I 1 (EXTERIOR) 13/8• MIN. 1 TMIN E.D., I 1 1 3W'MUN. TYP, (2) ""'1YI��^�"777 Z, WOOD 4'.w 1 cT ewe u D m DETAIL-B (SEENOTE2) 4)4• MAX 1.687f (SEE NOTE 4) EXTERIOR •'L71•�:•>,'.='!(,T NOTE 1. ANCHOR 3A KS,IMQN. CONC. i NOTE 1) i 314'MIN. ED.(21/T FOR CRETEFLEX), TYP. (2) DETAIL -A TYPICAL FRAME SILL INSTALLATIONS DUD CONCRETE OR CMU. ICK..THE ALUMINUM IN DETAILS S, D AND F .UMINUM (SEE DETAIL J). PRODUCT REVISED ea comPl�onp rrilh Tlo FlorMe MoA.,g m NOA-N0. 17-0420.95 Nw 58705 C • JAMB INTERIOR 1.68 MIN.O.R 7 5 5 4 3 2 7 1. 1.69 (� MIN. O.C. 5 r. 4 ANCHOR LOGATION.TT'P. 3 NOTES ON POTENTIAL ANCHOR LOCATIONS, 2 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 16, APPLES AS THE MINIMUM REQUIREMENT FORALLTRACKCONFIGURATIONS. ANCHORSMAYBE STAGGERED WITHIN TRACK SECTIONS EXCEPTTHATTHE ASTRAGALAND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTERLOCKS ARE POSTIIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FOR 2 ANCHORS ARE 1.6rAT HEAD AND SILL AND 1.6V FOR JAMBS. JAMB EXTERIOR 2.EMBEDMENTAND EDGE DISTANCES SHOWN FOR2 TRACK PRODUCT REVISED FRAMES ON SHEETIT AREALSO APPLICABLE TOALL MULT4 3 mc.mpl=lwlu u R.E4p TRACK SECTIONS. Now COQp 17.0420.15 n, 0Wim6.. one. 05122/2018 HEADISILL EXTERIOR 1 N.O.C. m ..OFABDL�6 HEADISILL INTERIOR 6GuibIXJ 1 114 1 _178 116 1 757-1 No. 69M