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HomeMy WebLinkAboutNOASCANNED SY St. Lucie County M IAM IMADE MIAMI-DARE COUNTY EM I.A tfiqr(81 Z r0_3 cf,5- PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) •aade.eoyleconomy PGT Industries, Inc. North Veniceogy , FILE COP DEC t 7 2018 North Venice, FL 34275 .SCOPE: 7, wele county, Permitting This NOA is being issued under the applicable rules and re ns govemmg a use 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, 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 -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., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE 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 renews NOA# 17-0420.15 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0207.06 Expiration Date: May 22, 2019 Approval Date: April 26, 2018 Page 1 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, FTL-4341, FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280 and FTL-4285, 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 06/18-19/01 signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 02-1701.03) Manuel e , P. Product Control amin NOA No. 18- .06 Expiration Date: May 22, 2019 Approval Date: April 26, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 5" Edition (2014) and FBC 61h Edition (2017), dated 04/18/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 51h Edition (2014) and FBC 61h 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 NOA No. 07-0403.01) 4. Laboratory compliance letter for Test Reports No. FTL-3117, FTL-3102, FTL-3596, FTL-4341, FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280 and FTL-4285, issued by Fenestration Testing Laboratory, Inc., dated 09/28/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 04-1220.05) Manuel erez, P Product Control Exam' e NOA No. 18-020 . 6 Expiration Date: May 22, 2019 Approval Date: Apri126, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTINUED) 5. Laboratory compliance letter for Test Reports No. FTL-3102 and FTL-3116, issued by Fenestration Testing Laboratory, Inc., dated 06/19/01, 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 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. Manuel Perez .E. Product Control Exart� 'n NOA No. 18-0207.06 Expiration Date: May 22, 2019 Approval Date: April 26, 2018 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 1. None C. CALCULATIONS 1. None. 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 61h Edition (2017), dated January 31, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated January 31, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/10/18, signed by A. Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0420.15, issued to PGT Industries, Inc. for their Series "SGD-2500 Dry -Glazed" Aluminum Horizontal Sliding Window - N.I. approved on 08/31/17 and expiring on 05/22/18. 2. One year approval, subjected to successful verification test. Manuel Perez, Product Control Exa i r NOA No. 18-02 .06 Expiration Date: May 22, 2019 Approval Date: April 26, 2018 E-4 SERIES 2500, NON -IMPACT RESISTANT Anchor Frame SLIDING GLASS WINDOW Group Anchorrype Member 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS. 60" HIGH COUNTER TOP APPLICATION ONLY, TEST REPORT FTL-4278. B. 3/16" TEMPERED GLASS. TEST REPORTS FTL-3118, FTL3117, FTL-4277 AND FTL-5095. C.114" TEMPERED GLASS. TEST REPORT FTL-3102. D. 518" INSULATED GLASS (I.G.); (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. TEST REPORTS FTL-4273, FTL-4275, FTL-4280, FTL-4285 AND FTL-4341. 2. CONFIGURATIONS: SEE SHEET 4. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEETS 2 AND 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE 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 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 15 -18. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTYAND WHERE IMPACT RESISTANCE IS REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275, FTL-4277, FTL-4278, FTL-4280, FTL-4285, FTL-4341 AND 5095. >ELCO ULTRACON AND CRETEFLEX NONS >ANSI/AF&PA NDS FOR WOOD CONSTRUCTION >ALUMINUM DESIGN MANUAL B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION- 38 3/16" ANNEALED GLASS n 39 3116" TEMPERED GLASS 40 i/47 TEMPERED GLASS 15 1/4" Elco UltmCon® 114" 410 SS Elco CreteFlex® 3 #12 Steel SMS P-hook (Gr.5) dan _� ALL ANCHOR HEAD TYPES ARE APPL,.. =-E. MIN. OF 3 THREADS BEYOND METAL SUBSTR Material Min. Fy Mir Steel Screw 92 ksi 120 Elco UltraCan(D 155 ksi 177 410 SS Elco CmteFlex® 127.4 ksi 189.' 6053-TB Alurrdnum 16 ksi 22 02017 FLORIDA BUILDING CODE (FBC), M E 02014 FLORIDA BUILDING CODE (FBC), 5TH E OASTM E1300-04 *ANSI/AF&PA NOS-2015 FOR WOOD CONSTR *ALUMINUM DESIGN MANUAL, ADM-2015 *AISISIDO-12 sA1SC 360-10 f1\ NOM. 5/8" I.G. — J 1/4" AIR SPAI 37 3/16" TEMPEREE GLAS: 130 arA"r_l RITP COMPARATIVE ANALYSIS: A. FTL-4278; 3/16" ANNEALED (60" HIGH MAX) TABLE 1. >EXTENDED SILL, 21/2- HIGH B. FTL-4277; 3/16" OR 1/4" TEMPERED >SINGLE/SINGLE INTERLOCK D. FTL-4280; 5/8" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/167) >NO REINFORCEMENT (SEE SECTIONS SHEET 7) NOM. rn OVERALL UNIT HEIGHT PANEL WIDTH g a � 0 (3 ) 42" (36) 48" (49) 54" (4s) 60" (50) 72" (60) S0" (68) +65.0 -123.0 +65.0 -94.7 +65.0 -86.2 +65.0 -80.9 +65.0 -76.2 sl 24" (2°) rB +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -112.0 +65.0 -98.8 RE' +65.0 -130.0 +65.0 -130.0 +65.0 -130'.0 +65.0 -130.0 +65.0 -130.0 +65.0 -121.3 +65.0 -107.' A +65.0 -93.5 +65.0 -84.1 +65.0 -73.6 +62.5 -62.5 +55.6 -55.6 30" (26) +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -119.5 +65.0 +65.0 82.7 D. +65.0-130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -129.4+65.0 -102.2+65.0 -896 A +65.0 -86.8 +65.0 -77.4 +65.0 -67.4 +58.7 -58.7 -51.1 36" (30) B +65.0 -106.7 +65.0 -106.7 +65.0 -106.7 +65.0 -106.7 +65.0 -106.7 +65.0 -83.0 +65.0 -72.3 D +65.0 -115.6 +65.0 -115.6 +65.0 -115.6 +65.0 -116.6 +65.0 -115.6 +65.0 -89.9 +65.0 -78.3 A +65.0 -77.0 +65.0 -70.3 +61.5 -61.5 +55.4 -55.4 +49.4 -49A 42" (36) B +65.0 -80.0 +65.0 -78.4 +65.0 -78.4 +65.0 78.4 +65.0 -78.4 +65.0 775.3 +65.0 -65.1 D +65.0 86.7 +65.0 -84.9 +65.0 .84.9 +65.0 -84.9 +65.0 -84.9 +65.0 -81.6 1 +65.0 -70.5 A +65.0 -67.0 +61.7 -61.7 +56.7 -56.7 +50.8 -50.8 +46.7 -46.7 4B" (46) B +64.0 -64.0 +61.0 -61.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 D +65.0 - 99.3 +65.0 -66.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +66.0 -65.0 NOTES: 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 212" HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 NEGATIVE PRESSURES ARE UNCHANGED. 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOTREQUIRED. IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEG SHOWN IN THIS TABLE FOR THE RESPECTIVE SIZE. 3. OPERABLE WINDOWS MUST MEET MINIMUM EGRESSIESCAPE REQUIREMENTS PER THE FBC. TABLE 2. ' COMPARATIVE ANALYSIS: GLASS TYPE: >EXTENDED SILL, 21/2" HIGH B. FTL-3116; 3/16" OR 1/4" TEMPERED >SINGLEISINGLEINTERLOCK D. FTL-4341; 5/8" TEMPERED I.G. (3/167,114"SPACE,3/16"T) >FULL REINFORCEMENT (SEE SECTIONS SHEET 8) NOM. OVERALL UNIT HEIGHT PANEL 36' (3°) 42 {3) 48 (4) 54 (4) 60 (5q 72 (60) 80 (6s ) g s WIDTH (7 B +65.0 -130.0 +65..0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -120.0 +65.0 -105.9 sttZl (2°) D +650 -130.0 +650 7130.0 65.0 30.0 +65.0 -10.0 +65.0 120.0 +65.0 -105.924' I +65.0 -128.0 +65.0 -128.0 +6.0 -128.0 +65.0 -128.0 +65.0 -101.1 +65.0 -88.6 (2B D +65.0 -128.0 + 1 65.0 -128.0 +65.0 -128.Q+65.0 -1 88.630" B +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 77.4 36(3°) " D +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -88.9 +65.0 -77.4 B +65.0 -66.7 +65.0 -65.3 +65.,0 -65.3 +65.0 -65.3 +65.0 -65.3 +65.0 -65.3 42' (3s) D +65.0 -66.7 +65.0 -65.3 +65,0 -65.3 +65.0 -65.3 +65.0 -65.3 +65.0 -65.3B +53.3 -53.3 +50.8 -50.8 +50.0 50.0 +50.0 A-65.3+65.0 50.1 +50.0 -50.0 +50.0 -50.0 48" (4� +53.3 -53.3 +50.8 -50.8 +50.0 5 -50.0 +50.0 50.0 +50.0 50.0 TABLE 3. COMPARATIVE ANALYSIS: GLASS TYPE: >EXTENDED SILL, 21/2" HIGH C. F7L-3102; 1/4" TEMPERED >SINGLE/DOUBLE INTERLOCK (OUTSIDE) D, F7L-4273 & FTL-4275; 518" TEMPERED I.G. (3/16"T, 1/4"SPACE, 3/167) >FULL REINFORCEMENT (SEE SECTIONS SHEET 9) NOM, cn OVERALL UNIT HEIGHT f PANEL 36" (3q 42" (36) 48" (4°) 54" (4s) 6D" (5°) 72" (6°) 80" (68) Il WIDTH 0 C +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65,0 -130.0 +65.0 -127.1 24" (2°) D +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 sln C +65.0 -130.0 +65.0 -130.0 '+65,0 -130.0 +65.0 -130.0 +65.0 -121..3 +65.00 --1106.3 R 30" (2s)D+65 .0-130.0 +65.0 -130,0 +65.0 -130.0 +65.0 -130.0 +65.0 -130.0 +65.0 -115,2 C+65.0 -106.7 -92.9 6" (3°) p + Ina +6.0 -. +-15.6 .-. . . . 1156 +65. 0. 6 C+65.0 -80.0 +65.0 -78 +65.0 78.4 +65.0 -78.4 +65.0 78.4 +65.0 -78.4 ) -86.7 +6.04.9. +65.08+5.0 4.9 6 84. 042( +65.849 +65.0 84.9 nn -snn +Ann 60.0 +60.0 60.0 +60.0 f0.0 CODE PANEL TYPES CODE PANELTYPES 1 R.H. LOCKSTILE FIXED L.H. A INTERLOCK R LOCKSTILE INTERLOCK R.H. R.H. FIXED ASOGAL B INTERLOCK INTERLOCK S LOCKSTILE R.H. REVERSE REVERSE LOCK FIXED C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE SE D LOCKSTILE INTERLOCK U ASTTRRARGAL LOCKSTILE L.H. R.H. FIXED FIXED E INTERLOCK INTERLOCK V LOCKSTILE LOCKSTILE F L H s� L H DOUBLE STANDARD INTERLOCKINTERLOCK W INTERLOCK ASTRAGAL DOUBLE D DOUBLE G LOCKSTILE INTERLOCK Y LOOCCKSTILE INTERLOCK R.H. 7 LOCKSTILE LOCKSTILE INTERLOCK H INTERLOCK INTERLOCK Z DOUBLE DOUBLE DOUBLE FIXED INTERLOCK INTERLOCK YR NTERLOCK LOCKSTILE, i D DOUBLE J LOCKSTILE ASTRAGAL GR INTERLOCK LOCKSTILE K INTERLOCK REVERSE LR ASTRAGAL INTERLOCK L H. STANDARD WR ASATRAAL INTERLOCK DOUBLE L INTERLOCK INTERLOCK M LOCKSTILE INTERLOCK rD SFINTUEBRILOCK INTERLOCK U a G FOR 48" NOMINAL, ALL CONFIGURATIONS 44116"MAX. UAruvm ur=rvu. 60' w L / MAi HT GLA,' a TYPE 48" NOM. MAX. PANEL WIDTH pXXO or OXXp 7 80" MAX. / A / GLASS Y TYPES O B,C &D O a me �� e 48" NOM. MAX. PANEL WIDTH iS A Y O a AR" Nnm- MAx_ PANEL WIDTH Xp or pX -7 BO" MAX. HT. GLASS TYPES B,C & D i 80" MAX. HT. t GLASS TYPES 0 B,C & D a pXXXO or OXXXp 48" NOM. MAX. PANEL WIDTH -i i OXO DLO HT. DLO , uinru 216 (5 - TRACK HEAD & SILL SHOWN) 211 214 215 217 EXAMPLE MULTI -PART EXTERIOR FRAME XT. MAX. HEIGHT ALL CONFIG 1—go i LOU it III � • W wo 71 75 314" MAX. DAYLIGHT OPENING ALL CONFIG. z1z 216 215 a217 EXAMPLE um ^ . SECT. D-D -� SECT. A -A � ` 0 ----Y- --- - - ----- - - --- 0 0 - SECT. B-B SECT. C-C SINGLE/SINGLE INTERLOCK EXAMPLE W1 NO REINFORCEMENT (TABLE 1, SHT. 2 DESIC ss za` X FF I IX X = XORO 8 OR S SECT. A -A ]06 OR 6 SECT. MOVABLE INTERLOCK LOCKSTIL AT P-HOOK SECT. B-B ;�T MOVABLE SINGLE/SINGLE INTERLOCK 76 qND (, 77*ORX OR OR OO Ov�O OAIR SPACER, TYP. ALL SECTIONS USED ONLY WITH FIXED PANEL, O 78 m SECT. A -A SECT. H-H i -----t-- - - r o o u SECT. F-F SECT. G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 3 DESIG 46 �11�11 'III\I® (6 1 OR 106 X SECT. A -A �!OR 6 MOVABLE INTERLOCK AT P-HOOK SECT. F-F MOVABLE SINGLE/SINGLE INTERLOCK 78 D© O OR Fitz� I:�'�^iiil • • X ;c 4—\ 6 'or XORO SECT. LOCKSTIL�-1l XORO USED ONLY WITH FD(ED'PANEL, O 78 1� OR( SINGLE/DOUBLE- REINFORCEMENT e m X G) OR S SECT. A -A MOVABLE INTERLOCK X AT P-HOOK SECT. 1-1 MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 774106 OR6 46 O O O /1 46 46 XORO SECT. LOCKSTIL r: qT X OR O USED ONLY WITH FIXED PANEL, O 76 1) OR( (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB „x a (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK INSTALL W/ #10x1" SMS (2) (1) FI? EACH TO Al (1) FIXED PANEL CLIF ON EACH FIXED PAN TO ATTACH FIXED PF _, C (1) FIXED PANEL CLIP (T THE INTERLOCK (ONLY) OUTER MOST TRACK OI \ NO ANCHOF ITEM PART# DESCRIPTION PGP# rM4 PART 4 DESCRIPTION 62 522 COLONIALINTERSECTION 1 708 LOCKSTILE,MONOLTMC 69362 63 1?A APPLIEDCOLONIALMUNTIN 2 IATCHASSEMBLY(LOCK) MOCK 64 1240 1/16XIFLATBAR 3 LATCHASSEMBLY(DUMMY) 7DUMY 66 754 TRACK CLIP GUIDE 4 # 10-32 X 1.25 PH. FL MS (LAT 71114K 67 756 TRACKCIIP COVER 6 705 INTERLOCK (STDA MONOLMIIC 69409 68 #6 X 3/8 PP SMS(I8-8 SS) 7 8 1119 # I0 X.750 PH. PN. SMS - S.S. 1/4 20 X 1.125 PH. PN. MS 7S I34X 71420X118PPMSX 69 740 HOOKSTRIP HOOK) 70 722A HIGH RISE TRACKADAPTER 9 I209 WSTP, .187 X 320 -PILE 6FELTK 71 702 2-TRAC MEAD 11 706 TOP RAII-, MONOLITHIC 68172 72 70313 2-TRACK EXTERIOR SILL 12 1281 W STP, .187 X .290 FIN SEAL 61281W 73 704 2TRACKJAMB 13 725B TOPPANEI.GUIDE 41801 74 637 2 TRACKINUMOR SILL 15 707C BOTTOM RAIL, MONOLITHIC 68173 76 717 FD[ED PANEL CLIP, TOP _ 17 726 BOTTOM PANEL GUIDE 41802 IS 661 SINGLE RO1d3;RASSY. 7SRAZ 77 717B FIXED PANEL CLIP, BOT i'urv1 19 661 SINGLE ROLLERASSY.-S.S. 7SRAX 78 646 FDEDPANELBRACKET 20 693 TANDEMROLLERASSY. 7683Z 90 1136 #6X112PPSMS 21 683 TANDEM ROLLERASSY. - S.S. 7683SS 101 736 LOCKSTILE, LG GLASS 23 609 ASTRAGAL,MONOLPTHIC 68315 106 735 ATTERL.00K(STD•) I.G. GLASS 24 720 ASTRAGAL(H.D.),MONOLITHIC 69492 111 618 TOP RAIL I.GGLASS 26 653 LATCHKEEPER 7SDKEEP 115 619 BOTTOM RAIL, I.G. GLASS 27 653 LATCH KEEPER- S.S. 7SDKEEPX 121 737 ASTRAGAL., I.Gc GLASS 28 #8 X.312 PH. TR SMS 78X56A 130 5/8" ba GLASS; 3/16" TEMPER V4" SPACE, 3/16' TEMPERED 29 729 JAMB BUMPER 72087K 30 #6 X .375 PH. PN. SMS 76X38PPA 131 1006 C7 A 7.ING VIlVYL-INSULATED 31 663/664 BUMPER SHIM (.030 OR .060) 41831 134 745 DOUBLEINTERL.00K (STD.), L, 33 734 DOUBLE INTERLOCK (STD.), MONO. 69494 203 666 OPT. SCREEN RAU,POC7 ,D 3-TRACK HEAD 36 1007 GLAZING VINYL-3/16 61304 37 GLAZINGViNYL-1/4 614GLK 208 631 38 3/16' ANNEALED GLASS 209 632 3 - TRACK JAMB 39 3/16' TEMPERED GLASS 210 633 3 - TRACK SILL, EXT. W/ SCRE 40 1/4" TEMPERED GLASS 211 613 ADD -ON TRACK HEAD 42 645 ADD -ON STILE OXO ONLY) 69112 212 614 ADD -ON TRACK FORFRAME 45 755 112 X 15l8 REINF. -ALUM 6755M 213 617 2 -TRACK FRAME JAMB, ADI 46 1214 1/2 X 1 114 RELNF. -ALUM. 61214M 214 615 3 -TRACK SUJ, ADD -ON 49 749 RUNFORCENIENT SPRING CLIP 7BRKT7vM 215 616 ADD -ON TRACK W/SCREEN 'F 51 1040 MORTICELOCK(DEADLATCH) 710M 2I6 634 ADD-ONHEAD 52 1040 2�t�ORMTI LOCK EAD 1ATC11) S.S. 71040X 21 ADD-ONSILL 53 ER/HOUSINGASSY. ORTICE 70288K 218 638 LOW-RISE2- TRACK SIU,EX 54 1016 #8X.625PI-FLSMS 7858ZA ��, , - anVarrT n,Trnvrnn An• -► .890 i .890 - -W 4 .062 062 1.375 1.3l75 L ►{ 1.036 1-- ►1500r-- I.G. TOP RAIL TOP RAIL MAIL: 6063 T5 MATL: 6063-T5 8 #618 3 #706 { 1.036 t'IT .062 2.438 -+1 .890 h- I.G. BOTTOM RAIL MATL: 6063-T6 8#619 --.i �-- .500 T1. 1.611 OREINFORCEMENT MAIL: 6063-TB 2310 .093 1.816 I.G. DOUBLE INTERLOCK MATL:6063-T6 134 #745 .062 2438 _I �1 .890 I -- BOTTOM RAIL MATL: 6063-T5 8#707 -1500}�-- � I 1.250 ,- H 46 REINFORCEMENT MAT'L: 6063-T6 1--- 2.437 - r+-- 2.310 .062 1.816 093 I G LOCKS 101 MAT #736 STD. DOUBLE INTERLOCK MAIL: 6063-T6 33 #734 2.437 - STD. �0 1 MA) Al'�: a 16 #708 2562 -^i T}TT 2.562 --1 1.096 1.576 1.096 1575 2.845 2.845 l � .125 � .125 I.G. ASTRAGAL H.D. ASTRAGAL. . MA7L:6063-T6 MATL:6063-T6 i 121 #737 2S #720 O O O O FOE, �- 1.750 1.000 Y 1.750 R �F �I9 nnn1 II .660 y 1 �-- 3.624 1.000 ' .062 2.500 1.687 • �i ►— REF. ANCHOR HOLES 71 2 -TRACK HEAD 70 HI -RISE TRACK ADAPTER MATL: 6063-T6 MATL: 6063-T5 #702 #722A - 3.500 06 2.370 —� 687 ' I, I, .060 I I 1,594 REF. ANC ANCHOR HOLES 1.010 73 2-TRACKJAMB O HOOKSTRIP MAT'L:6063-T6 69 MAT'L:6063-T5 #704 #740 1.687 REF. ,062 ANCHOR HOLES F j� 1.750 .500 T .750 ' 062 �-{ 203 OPTIONAL SCREEN -- 4.676 RAIL, POCKET MATL: 6063-T5 #666 72 2-TRACK EXTERIOR SILL MATL' 6063-T6 #7038 .550 - 4 1-- 1.687 REF. ANCHOR HOLES 1.750 062 e a .562il�— ADDED FRAME COMPONENTS 1 ---� -1 _L �- {----- 5.218 4.016 ----�I � 1-� �j 750 .950r��n .750 1.000 1.000ri� U .062 --4- .062ADD-C 211 ADD -ON TRACK HEAD 212 FOR FR 208 3 - TRACK HEAD MAIL: 6063-T6 MATL #613 1 MATL: 6063-T6 4631 .062 I .062 687 .687 3.187 -^i T 5.094 213 2 - TRACK JAMB ADD -ON 6E 1 E� 2p9 3 - TRACK JAMB MATL: 6063-T6 #617 to #632 .062 .062 1 250 � 1250 562 562 562 6.184 =---i �' 5.582 3 SILL, EXTERIOR 214 3 - TRACK ADD -ON SILL 218 2 -TRAC -TRACK 290 W/ SCREEN RAIL MATL: 6063-T6 #615 EXTEF M/ MATL: 6063-T6 #633 062 062 J 062 562 .562 .562 16" MAX. CENTERLINE-1 8 MAX. 1 11/16" MIN. O.C. TYP. NOTES: 1. ANCHOR QUANTITIES BA (2)ANCHOR CLUSTER-C2 (6)ANCHORCLUS7ER-C6 JAMBS AND P-HOOKS SP, HEAD AND SILL SPACING 16" MAX. 16" MAX. 2. INSTALL PER ANCHOR C ANCHOR { 8 8„ DIMENSIONAL CRITERIA OF LOCATION, i M17 r REQUIREDATASTRi«" .A TYP. TRACK SECTIONS.:'. ';H WITHIN HEAD, SILL AND JAI ASTRAGAL OR 1 31,MIN.-� INTERLOCK, TYP. (4)ANCHOR CLUSTER - C4 (6) ANCHOR CLUSTER - C8 HEAD & SILL ANCHOR CLUSTER DETAILS FOR ASTRAGALS AND INTERLOCKS 2 ANCHORS AT EACH LOCATION, (2-TRACK); 3 ANCHORS AT EACH LOCATION, - (3-TRACK); 4 ANCHORS AT EACH LOCATION, (4-TRACK) INTERMEDIATE HEAD/SILL ANCHORS,TYP., (2)ANCHORS PER LOCATION (2-TRACKS, SEE SHEET 18 FOR 3 & 4 TRACKS 48" 48" 48` - 1-�{ EXAMPLE USES U U U 8 JAMB O O O ANCHORS ANCHOR MAX. TOTAL. SEE z z z LOCATION. SO" 28" SHEET 18 FOR p AX. O.C. ADDITIONAL o o p RATS i TRACK J P-NOOK APPLICATIONS C) m o O x a ¢ ¢ a 6" MAX. .i 28" MAX. O.C. WA• Wcl HE-_ � £ CORNER: AT EACH JAM & CORNER,' TOTAL Al (2+2+CE TOTAL AI (2+2+CE TOTALAT TOTAL Al w N rn o ?�.AZ QbZ_ o 0 o 0 v 0 o 0 o o v z mp- to n aCo�p� Z. �D x x x x x x cn -iXm0fn oi.,o J� w�mcn�a .Pw ONO?.OoNp m.v(mncn.aaw ONO. 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E.D., ITYP•M 1.594 t 1x WOOD BUCK D.C. (SEE IJOTE 2) 2x WOOD (SEE NOTE 2) IW MAX. SHIM --1 { -- (EXTERIOR) DETAIL - F SEE NOTE 1. I'— 1.5 KSI MIN. CMll OR •8 4 KSI MIN. CONC. CONCRETE ANCHOR (SEE NOTE 1) 1x WOOD BUCK (SEE NOTES 2) (EXTERIOR) 3.4 KSI MIN. CONC. 1" MIN. EA., T` 314" MlN. E.D.(2 112" FOR CR4" MIN* X), . (2 1(2) (EXTERIO ].887 O.C, il NOTE 1. MIN. 1/4" MAX: SHIM — DETAIL - C DETAIL - D \- we (SE NOTES: TYPICAL FRAME HEAD INS' 1. FOR CONCRETE INSTALLATIONS IN MIAMI4IADE COUNTY, USE ONLY M WMI-DARE C CRETE-FLEX EMBEDDED 1 314" MIN. THE MINIMUM DISTANCE FROM CENTEF` .}Al' CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4" SS4 CREL .'LE 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ]x ARE BUCKS WHQ: DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRAT APPROVED BY AUTHORITY HAVING JURISDICTION. 1X WOOD BUCKS ARE OPTIONA 3. FOR -ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTI, STRUCTURAL MEMBER SHALL BE OF A SIZE TOr PROVIDE FULLSUPPORT TO THE D ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREVI 19 THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #1: 1 3/4" MIN. E.D. 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. I (2 1/2" FOR N.ON-METALLIC GROUT" (3353 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTR, TYp. (2) 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBS (EXTERIOR)f THE AUTHORITY HAVING JURISDICTION. O.C. DETAIL - E TYPICAL FRAME JAMB INSTALLATIONS 1/BAL. MIN. MIN. OF 3 THREADS 6063-T5 IxWOOD BUCK, BEYOND METAL (SEE NOTE 2)- SUBSTRATE. CONC. ANCHOR (SEE NOTE'] ) #12 sMs ,,. M KSI MIN, CONC. 1. WOODANCHOR� (SEEN OTE, 1)� n F4' 1"MIN. WOOD ANCHOR 1.687 O.C. — .(SEE. NOTE 1) (EXTERIOR) I 318" MIN. 1" MIN. E.D., I i TYP. (2) 2x WOOD D (SEE NOTE 2) 1.687 O.C. —{- (EXTERIOR) ": CONCRETE ANCHOR (SEE NOTE 1) !1 1.69 MIN. O.C. iFA 3 ANCHOR LOCATION, TYP. , 2 NOTES ON POTENTIAL ANCHOR LOCATIONS: ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 16, APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL ANDIOR INTERLOCKS ARE POSITIONED WHEN THE DOOR(S) ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON -CENTER DIMENSIONS FOR ANCHORS ARE 1.69" AT HEAD AND SILL AND 1.59" FOR JAMBS. 2. EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK FRAMES ON SHEET 17 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. 4 I ur A nicn I w rr-olno