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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Pagel of 3 BCIS Home I Log In ( User Registration 4 Hot Topics Submit Surcharge ; Stats&Facts Publimttons E FBC staff BCIS site Map Links search F�aa� / ��t $:: Product Approval 9 USER: Public User SCANNED BY Pntl.rtNnnmval Mpna>ProJu[[or 4un11catun SedrM>Anvllca[on List >Appllca4on Detail ��. Lucie j County �i FL # FL251. 28 "mRG:t Application Type Revision Code Version I 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived U Product Manufacturer PGT Indusbies Address/Phone/Email 10703eCh gy,Dmfva North Venice, FL 34275 (941) 486-0100 Eat 22318 druar @pgtindustries.com Authorized Signature Sens Rosowski Yosewski@pIptindustines.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 E# 21140 jmsowski@pgtindustries.com Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory SIIdiFlg.E. zterio>�Door Asise blles Compliance Method Certification Mark or Listing Certification Agency Mlaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards CerUfied By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date pending FBC Approval Date Approved 08/30/2016 FILE4 /i t� 1-710-8- 0(�� year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # MoBel, Number or Name Description 251.1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Fy.751 R28 C CAC 16-M.99 QjpSQ Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629.03. Dof product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. - Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.2 SGD - 6]OHP Non -Impact) Aluminum Sliding Glass Door Limps of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI 751 R28 C CAC 16-0629.04 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions ! Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629 04 06 product performance Information, anchorage details, and anchor type, Verified By: Mlami-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.3 ISGD - 680 Non-Impact Aluminum Sliding Glass Door LImRs of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CA' 16-0629 05 df ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ! Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-9629,05.2df product performance InformaUon, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 251.4 ISGD - 770 (Large Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.06.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 16-0629.06.vdf product perfonmance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ' 251.5 ISGD - 770HP (tare Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CPC 16-0629 07 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0629.07.Ddf product Performance Information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 251.6 JSGD - 770HP (Small Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Ceftlficate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629 08 Wf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 0312412020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 128 11 16-0629 08 odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ! size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 JSGD -780 (Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC I6-0629.S0.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL25y 42B 11 16-G629.SO.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports !251.8 Created by Independent Third Pa Aluminum Sliding Glass Door Limits of Use _ Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0609.10 OR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22 27 D1B Design Pressure: N/A nstallation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for ,Fjull 7,B111■IST0fi09110 OR. all product performance Information, anchorage details, and anchor type, erif(ed'A : Mlam7=Da3e BCCO - size, and spacing information. Created by Independent Third! Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC I5-0612 06 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/14/2018 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 II 15-0612, 6 LM.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Small Missile ImpactArchitectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-0612.07 SM.od! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 15-0612.07 SMndf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER ! size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-5470 (Non -Impact) VVinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC IS.I?J_Q D_Z W[ Approved for use outside HVHZ: Yes Quallty Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R'z_ll 15-1210 02.otlP product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. I Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.12 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 928 C CAC 15d210.01,Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ' Impact Resistant: Yes 04/14/2021 ! Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 IT 15-1210.01.Ddf product performance information, anchorage details, and anchor type, Vended By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party' W correct :: 2601 Blair Stone Road Tdl10a55ee E. 32399 Pbone: 850-481-1824 The State of Florida Is an AA/EEO employer. Copyright 2002-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under fladda law, email addresses are Public records. If you do not want your e-mail address released in response to a public-recoMs request, do not send electronic mail to this entity. Instead, anmd the office by phone or by traditional mall. It you have any questions, please anted 850A87.1395. •Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The email, provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department Win an email address which can be made available to Me public. To determine If you are a licensee under Chapter 455, F.S., please clink lam. Product Approval Accepts: p { W9 AR RE� cm $GGtlr1C�:A117'.Hi CS http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 MI®� MIAMI-DADE 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.gov/economy PGT Industries Inc. 1070 Technology Drive, North Venice, Fl. 34275 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, including the High Velocit§ Hurricane Zone. DESCRIPTION: DESCRIPTION: Serie "SGD-2.500' iuminum Sliding Glass Doors w / wo Reinforcements— on -Impact APPROVAL DOCUMENT: Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05129115, signed and sealed by 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. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Use of Table 1, requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC, as applicable. 4. Max %d' nominal airspace is applicable for I.G. glazing with Truseal Duraseal spacer. 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 IJOA 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 # 12-0726.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MIAMI-DADE COUNTY NOA o 0609.10�_ Expiration Date: May�22T2018 % Approvn ate: August13,2015 Pagel PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below). 2. Drawing No.757 Rev N, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 05/29/15, signed and sealed by Lynn Miller, P.E. B. TESTS (submitted under files # 12-0726.03 /#11-1018.11 / # 08-0213.03) 1. Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06, signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports, Test report No. FTL-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FTL-4277 per FBC, TAS 202-94 (formally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from file # 04- 1220.05 / 08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15, complying with FBC-214 (51h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04. 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 to FBC 2014(5" edition) and letter of no financial interest, prepared by PGT, dated 05/29/15, signed and sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 12-0726.03, expiring May 22, 2018. 2. Previous NOA associated files: 08-0213.03, # 07-0309.09 and #04-1220.05 -3. Test proposals No(s) 07-2245 and # 04-0404 approved by BCCO. shaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0609.10 Expiration Dale: May 22, 2018 Approval Date: August l3, 2015 E-1 GENERAL NOTES: NON -IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: B. 3/18' TEMPERED GLASS. TEST REPORTS FTL3116, FTL3117, FTL4277 AND FTL-5095. C. 1/4' TEMPERED GLASS, TEST REPORT FTL3102. D. 5/8' INSULATED GLASS (I.G.); (2) LITES OF 3/16' TEMPERED GLASS WITH A 1/4' AIR SPACE. TEST REPORTS FTL4273, FTL-4276, FT1.4280, FTL-4285 AND FTL-4341. 2, CONFIGURATIONS; SEE SHEET 3. 3. DESIGN PRESSURES: SEE TABLES 1-3 ON SHEET 2. 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 PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE: THE 33113% 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 13 AND 14. S. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 7. REFERENCES: TEST REPORTS FTL3102, FTL3116, FTL-3117, FTL-3598, FTL-4273, FTL-4275, FTL-4277, FTL-4280, FTL-0285, FTL4341 AND 5095. 'ELCO ULTRACON AND CRETEFLEX NOAS >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). 9. GLAZING VINYL SPECIFICATIONS (ITEMS 36, 37, & 131): a. PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS, INC., EXTRUDED BY TEAM PLASTICS, INC. b. HARDNESS: 70 SHORE A & SPECIFIC GRAVITY: 143 e. TENSILE STRENGTH: 1460 PSI a. ULTIMATE ELONGATION: 380% I. MODULUS @100% ELONGATION: 590 PSI g. TEAR STRENGTH: 210 LBAN TRUSEAL DUR/ SPACER (TYP.) 36 40 37 131 3/16' TEMPERED GLASS 3/16' TEMPERED GLASS 114" TEMPERED GLASS AIRSPACE 3/16'TEMPERED GLASS 318" GLASS 3/8' GLASS 3/8° GLASS BITE BITE 115 BITE /5 15 V'3'' 161MON0LITHIC GI -ASS 1 /4" MONOLITHIC GLASS 5/8" I.G. GLASS GLASS TYPE B GLASS TYPE C GLASS TYPE D P.0.60%fm NONORIS, n X274 s=m I NTS I 1 " 16 1 757 SHEET GENERAL NOTES ............. 1 GLAZING DETAILS ............ i DESIGN PRESSURES....... 2 CONFIGURATIONS ........... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 83 'X' &'0' CLIP INSTALL.... 9 PARTS LIST ....................... 10 F_%TRLISIONS ................... 11- 0�UIImsi IY LYNN 41, i� No. 53705 {TENDED SILL, 2112"HIGH INTERIOR >IXTENOED SILL, 211R" HIGH INOLEISINGLE INTERLOCK >SINOLE/OOUBLE INTERLOCK (OUTSIDE) D REINFORCEMENT (SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 8) ASS*TYPES..- - GLASS TYPES: RTL31na ET.d$77; 3/16' ORI7,__ /4j�MPERED"� C. FTL3102; 114"TEMPERED FTLd280 a FTLd285; 5/8" TEMPERED I.G. (31W'T, 114"SPACE, 3116-T) EXTERIOR D. FTL-4273 8 FTL4275; 5/8" TEMPERED I.O. (31167,, 1/4"SPACE, 2 NOM. w OVER-ALL DOOR HEIGHT OM. OVER-ALL DOOR HEIGHT MEL EITH g t0 SINGLE/SINGLE IL�KRLOCK Q REINFORCEME PANEL WIDTH O 8.(65)84.70)BB" 60" _ _ (Bel' �. Be 0°) BO' (7°)°) i85 t+860 -700+8 +60.0. 6855..0 �.+5.0- ,19087A -8.085.0"(2°)B + 7 +05.0 . -30.0 +85.0 -130.0 +65.0 •120,0 + 0 "B +BS._j?2.�i+58.4 .50.4 +53.6 -53.6 +4.B 49.8 "(2aI C I +65.0 I-108.3I +85.0 1400.2I +05.0 I -92.2 +850 ir1"6 I30)r_-r- L--- - 1 COMPARATIVE ANALYSIS: TABLE 2. >EXTENDED SILL, 2112" HIGH >SINGLEISINGLE INTERLOCK >FULL REINFORCEMENT (SEE SECTIONS ON SHEET 7) GLASS TYPES: B. PTL3110; 3118" OR 114" TEMPERED D. FTL-4341; 518" TEMPERED I.G. (3116'1,114'SPACE,3116"T) NOM. OVER-ALL DOOR HEIGHT PANEL oS 8G' M. (7� ow(78) 98' (B°) WIDTH 0 ( 24- (2°) B,D +65.0 -105.9 +65.0 -100.0 +85.0 412.3 +85.0 35.7 30" (2°) B,D ♦65.0 .88.8 +65.0 -63.5 +85.0 -7B.8 +85.0 -71A 36' (3°) B,D +65.0 .77.4 1 +650 -72.7 +65.0 1 -66.7 1 +61.5 -61.6 42-(9) B,D +85.0 -85.3 ♦85,0 -65.3 +59.8 38.8 1 +54.8 -54.9 48" (4°) B,D ♦50.0 -50.0 +60.0 -50.0 +50.0 50.0 1 +50.0 1 -50.0 INTERIOR 48 46 SEE NOTES 1 a 2 POS. SILL DESIGN EXTERIOR HEIGHT PRESS. (IN.) (PSF) SING; E/SINGLE 21/2" +65.0 INTERLOCK 13/4" +35.3 REINFORCED INTERIOR NOT NOTES: SILL RATED 1. POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 211T HIGH SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 1 314- SILL, NEGATIVE PRESSURES ARE UNCHANGED 2. INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED, IN WHICH CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. P.O.DOXIm N°ROMI&R xvl stavzw° I NTS 1 2 ! 16 1 757 FRODucrnum M� 0"1S-o6o7•/0 hgwtf-.wtc.wj 'k' No.58705 ATE 0 „� ONAL `��� CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1. MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 4T NOMINAL R.H. LOCKSTILE R FIXED LOCKSTILE—� INTERLOCK WIDTH PANEL TYPES IS 441/8". A INTERLOCK 2. MAX. OLD HEIGHT = 91314' B R.H. R.H. INTERLOCK INTERLOCK S FIXED KD ILE ASTRAGAL STANDARD 3. DOOR 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 THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 AND 12 OF THIS NOA, c R.H. INTERLOCK �I�J� REVERSE ASTRAGAL T REVERSE ASTRAGAL FIXED LOCKSTILE EXAMPLE MAXIMUM CONFIGURATIONS: LOCKSTILE INTERLOCK U REVERSE LOCKSTILE A. MEET) EIVEPANEELSO FOUR (PASS) R.HINTERLOCK ASTRAGAL B. FIVE PANELS ONFIVEURACKS(B (BY-PASS) TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E L.H. R.H. INTERLOCK V FIXED FIXED LOCKSTILE �Q LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. INTERLOCK CC" ��� F L.H. - L.H. W DOUBLE INTERLOCK STANDARD ASTRAGAL INTERLOCK INTERLOCK CCCC"� G T� o� I��— DOUBLE LOCKSTILE INTERLOCK Y FIXED DOUBLE IXED LOCKSTILE INTERLOCK J mDuCTREvmm ��pwt.InD+nolY. H R.H. INTERLOCK L.H. INTERLOCK Z 1r '��—�� LOCKSTILE LOCKSTILE Aar IJ-fao .. to r.P— b iyyyy pu25 DOUBLE DOUBLE INTERLOCK YR DOUBLE FIXED INTERLOCK LOCKSTILEL�\— INTERLOCK CCCC Cr,+ J LOCKSTILE ASTRADGAL GR INTERLOCK � LOCKSTILE K INTERLOCK LOCKSTILE LR ASTRAGAL J INTERLOCK ASTRADGAL WR ASTRAGAL 114TERLOCK L INTERLOCK L� u M LOCKSTILE INTERLOCK rSD INTERLOCK INTERLOCK ����\\Ny LYNN Afi Ir�� ;fie L.H. L.H. DOUBLE INTERLOCK N ASTRAGAL INTERLOCK INTERLOCK cZ�. `;��NSF No. 58195 s P R.H. INTERLOCK FIXED � LOCKSTILE- FK� =w , , NOCI QEWISSN£7 IpAiEGMIX.08YOflNE PANEL TYPES 0 SILT: 7 %rav OCKWGE1M99HEEJ NOAaNu. Fc.v»3 P.0. SQ%r6N xarcoras.rt suY� A. LGNMMILISi,H.E. . P.E95l10 M ALUM. SLIDING GLASS DOOR, NON -IMPACT —, we swD NTS 3 a 18 767 1 N LAl NLS,IS N NOCH9NGE1NI3&NEE! V416h Bare+ x u. _ �.e o.k 11 3v 44 118'MAX DAYLIGHT OPENING FOR 48- NOMINAL, ALL CONFIGURATIONS MAX.MA S HT. 40' NOM. MAX. PANEL 48-NOM. MAX. PPW.LWIDTH w 0 O 98' MAX. HT. �L 48-NO MAX PANEL WIDTH —I-• Xp or p OX or XO 7575 3/ y // MAX. 80 DAYLIGHT MA dOPENING � 48' NOM. MAX. PANEL WIDTH; pXXXO or OXXXD DLO HT. L 48' NOM. MAX PANEL WIDTH -- —-1 OXXO or XXXX 48' NOM. MAX. PANEL WIDTH —ice DXXXO or OXXXD P.0.9QX'm Noxanns nsln� NOTES: 1. SEE SHEET 3 FOR PANEL TYPES. 2. DLO WIDTH = NOMINAL WIDTH- 3 7/8' 3. DLO HEIGHT - DOOR HEIGHT -41/4' 7- 91314" 88' MAX. MAN DAYLIGHT HT OPENING , ALUM. SLIDING GLASS DOOR, NON -I. a.w smuao I N75 4 - 16 757 wnanr 11 ss Op'! IYNN *' Ne. 56705 2,2 r� n 272 Li r-I r� LJ TRACK HEADLJ & SILL SHO 1 214 216 7(5?— TRACK HEAD & BILL SHO 1 74 215 217 215 217 H Ci NOT MAX SILL EXAMPLE MULTI -PART EXTERIOR FRAME STANDARD SILL EXTENDED SILL v.O.BgXw NDNQNIB•R=74 EXAMPLE MULTI -PART INTERIOR FRAME ma111m111® NOTE: ITEM 74, INTERIOR SILL IS NOTAPPROVEO WHERE WATER INFILTRATION IS EXTERIOR REQUIRED. VERTICAL SECT INTERIOR SILL VERTICAL SECTIONS ALUM. SLIDING GLASS DOOR, NOW e. eDDasBo 1/2 5 s 16 757 moBucr Nevleco Y� Np 58705 13 .. 5 ATE :PION\OP._a(j`: SECT. A -AI i SECT. D-D SECT. E-E _ 4 INTERIOR � a O — (ALL SECTIONS) EXTERIOR SECT. B-B J SECT. C-C J SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 91 U OR 106 SECT. A —A MOVABLE INTERLOCK AT P—HOOK If 106 OR O SECT. B—B MOVABLE SINGLE/SINGLE INTERLOCK 96 AIR SPACER, TYP. ALL SECTIONS SECT. D—D FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK P.O. em I= NO Mlaamm SECT. C—C LOCKSTILE AT ASTRAGAL X OR O OR 101 USED ONLY WITH FIXED PANEL, 73 78 SECT. E—E LOCKSTILE AT JAMB HORIZONTAL SECTIONS, TABLE 1- I �— ALUM. SLIDING GLASS DOOR, NON -I N eM f7" saozsro 1/2 6 - 18 757 I X No.50705 of�< p PIS STA E O SECT. A -AI SECT. H-H SECT. E-E l INTERIOR _ a (ALL SECTIONS) EXTERIOR NN SECT. F-F- SECT.G-G- SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) ss X 46 _ II rJ I 7'OR 701 = Y x XORO X 6 OR 106 Wof a-Y+9aD n. ��°rtvm mow "�o ,aa Li-I'� SECT. A —A 1D6 OR s SECT. G—G = t MOVABLE INTERLOCK lac AT P—HOOK SECT. F—F LOCKSTILE AT ASTRAGAL P MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 OR 106 X OR 0 i OR 101 D O O 0 O AIR SPACER, TYP. ALL SECTIONS USED ONLY WITH X FIXED PANEL, i 78 Lglliuhryr 46 SECT. H—H SECT. E—E =" NP.oe7o6 - FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB .� �~ .� S�glrC .ram` �� ,�0�•,, sinreo,: FK� 1MJ➢9! pi�No cwwoErNwaurer HORIZONTAL SECTIONS, TABLE2-DPS %F'•`4oawg:'G�c +PmredxamvoarvE J.J. iatan+ M gaNCErxrssNEEr Anxa"'saS'�r° Fv ALUM. SLIDING GLASS DOOR, NON -IMPACT P.as4x+szP LM. YJflrIH N Ab CILW(ifilNlb SNEET s+�w+� � — °i��N` — A LYNN MILLER P.E. LKT o.,. �, N(=MlS,aX2, VmbH l3rere. samm 112 7 • 16 767 N P.EUN7M F.K. 4AK�111 J1 WNb93 SECT. A -A SECT. J-J SECT. E-E ` = - 101 INTERIOR � o o (ALL SECTIONS) _ _ I EXTERIOR SECT. 1-1- SECT. G-G SINGLEIIII/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 69 II 16 1 OR 706 X SECT. A -A MOVABLE' INTERLOCK 33 OR 134 AT P-HOOK SECT. 1-1 MOVABLE SINGLE/DOUBLE INTERLOCK 76 AN 0 34 OR 33 SECT. J-J FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK PABQXlG N01(QViS 0.9t])� SECT. G-G LOCKSTILE AT ASTRAGAL X OR 0 OR 101 SECT. E-E LOCKSTILE AT JAMB .W ALUM. SLIDING GLASS DOOR, NOW, BeHA s.rde 6,MtlN S002= 1/2 9 a 16 757 ,( ::==".Y t=.-Jc e,o5,/O i4'• No.5870S �nNAt- E,O: A.LYNNMUERP.E. PE.05905 (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANELTO FRAME JAMB LEI 78 031/4T \ INSTALL WI 32' #10x1' SMS (2) (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL ATTHE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD \ � INSTALL W(#10x1'SMS (4) III v �—RE-INSTALL #10x 314" PANEL SCREWS (2) (1) FIXED PANEL CLIP (SO ON EACH FIXED XFl NEL TO ATTACH FIXED PANEL OPERABLE PANELS P.O. BOX 161E NONOMIS. R 61114 77 / INSTALL W/910x1'SMS(4) / -RE-INSTALL 114-20 PANEL SCREW (1) IM)INSTALLED IS INTERLOCK POSITION FRAME SILL FIXED PANELS # n 16 p�;ON4 LYNN 41i'1"",, ZuCENSF'. �F,P ax . NO. 50705 �< ILLATION 'C�`'' 's`foRlo@.' \\'' IN -IMPACT /0 ( a i M IVIVIWWII.E. 757 N P.Ea6e105 ICEm IPART#DES(RITION IrGm I I F 1 1 1 1 1 1 I 1 1213 ITEM I PART#DESCRIPTION PGT# - I 708 LOCKSTR.F, MONOLITHIC 169362 62 1522 lOOLONIALINTERSE,TION 41630 2 1 ILATCH ASSEMBLY(LOCK) 7LMK 63 1124 1APPLIED COLONIALMUNTIN 66631 3 1 ILATCHASSavfBLVDUMMY)7DUMY 64 11240 1/16X1FLATBAR 66926T52 4 1 j#10-32 X 1.25 PH. FL, MS T 71114K 66 1754 TRACKCLTPGUIDE 41754B/W 6 1705 INTERLOCK STD. MONOLITHIC 169409 67 756 TRACK CLIP COVER 6756B/W 68 46X3/8 PP SMS 18-855 76X38PPAX 7 1119 #I0X.750PH.PN. SMS-S.S. 7S134X 69 740 HOOKSTRIP P-HOOK 63713 8 ll4-20X 1.125 PH.IPN.MS 71420X118PPMSX 70 722A HIGH-RISETRACKADAPTIR 69371 9 1209 WSTP,.187 X320-PILE 6FELTK 71 702 2-TRACKHEAD 168179 11 7061 TOPRHIC 68172 72 703B 2-TRACK EXTERIOR SILL 6703B 12 128 WSTA 197X290FINSEAL 161281W 73 704 2-TRACK JAMB 168180 ]3 T25B TOPPANE.GUIDE 1418H 74 637 2-TRACK INI'FRLORSILL 68275 15 707C BOTTOM RAIL, MONOLITHIC 68173 76 717 FIXED PANEL CLIP TOP 17LA 13A 17 1726 1BOTTOMPANEL GUIDE 41802 IB SINGLEROLLERASSY. 17SRAZ 77 7I7B FIXM PANE- CLIP, BOTTOM 17717FPCA 1661 19 ISINGLEROLLhKASSY.-S.S. 17SRAX 78 1646 FLXEDPANE.BRACKET 141814 1661 20 TANDEM 90 11136 #6X 1/2PP SMS 76X12A 1693 21 683 I'ANDEM ROLLERASSY.-S.S. 7683S5 101 736 JACKS I.O GLASS 60392 23 609 ASTRAGAL,MONOLITHIC 168315 106 735 INTERLOCK STD. I.CLASS 60393 24 720 ASTRAGAL MONOLITHIC 69492 111 618 TOP RA LG. GL ASS 69088 r400uctne � EBB • o EBB 26 653 LATCHKEEPEt 7SDKEFP 1 115 1619 1BOTTOm RAIL, La GLASS 69089 27 653 LATCH KEEPER-S.S. 17SDKEEPX 1 121 1737 IASTRAGALI.G.CLASS 60394 28 #8X.312FH.TR.SMS 178Y56A 130 I 1 518"I.G. GLASS; 3/16"TEvIPER® 1/4" SPACE 3116" TEYIPIRRED 29 729 JAMB BUMPER 172N7K 30 06X.375 PH. PN. SMS 176308PPA 131 1006 G[AZINGVINYf•-INSULATID (SASS 658GLK 31 663/6" BUMPER SHIM .030 OR.060 41831 134 745 DOUBLE@LTEtLOCK STD. I.GGLAS 60551 33 734 DOUBLE ]WTERLOCK STD.),MONO. 69494 201 629 l-T1tACK HEAD,POCKETDOOR 68176 36 1007 GLAZINGVINYL-3/16 6T304 202 629 1-TRACK JAMB POCKET DOOR 6628 37 GLAZINGVINYL-ll4 1614OLK 1 203 1666 JOPT. SCREEN RAIL, POCKET DOOR 161394 39 3/16" TEMPERED GLASS 204 627 1-TRACK SI.L, EXT. POCKET DOOR 68178M uunrr 40 LIN' TEMPERED GLASS I 208 631 7-TRACKHFAD 68182 42 645 ADD -ON STILE OXO nNLYl 169112 209 1632 3-TRACLJAMB 68183 45 755 I/2X15/8REINF.-ALUM 16755M 210 633 3-TRACK SILO EXT. W/ SCREEN RAIL 69184M 46 1214 1/2X11/4RIINF.-ALUM. 61214M 211 1613 ADD -ON TRACK HEAD 68187 49 749 REINFORCEMRgT SPRING CLIP 17BRKTM25 212 614 ADD -ON TRACK FOR FRAME HEAD 68185 51 1040 MORTICELOCK mFAD LATCH 71040 617 2-TRACK FRAMEJAMB,ADD-ON 68188 52 1040.2 MORTICELOCK(DEAD LATCH) S.S. 71040X 213 615 3-TRACKSILL, ADD -ON 68189M CYLINDER/ ASSY. ORTI 70288K 215 616 ADD-0ON TRACK W/ SCREEN FOR SILL 68190M 54 5 1016 . FL. SMS #8 X.625 PH. FL. 858ZA 216 614 ADD-0NBPAD 68186 55 657 BACKINGPLATE ORTIC 217 635 ADD-0N SILL 68191M , ;,PHONY....... 4y,218 J �1cENsp'-.�F,P57 *:' _ No. segos '•*= ,PO'•.. SsI Ito 56 1045 MORTLCEHANDLESET f41830N 1045 638 LOW-RISE2-TRACK SI.L, EXTERIOR 68952M COVERPIATE VT43 58 659 MORTICELATCHKEEPEP 7SI)SP5X1 220 636 I -TRACK SI.I-,INTIIUOR 68274M 60 1239 3/16"APPLIEDMUNTIN 68421 222 671 LOW-RISE I -TRACK SILL EXTERIOR 60803M 61 665 COLOMALISDPIFxE 41628 225 732 HIGH-RISE TRACK ADAPTER 68313M FJLy 1M6WL- OH9NOEiHW 9HEEt OGGINOEIX/S°HEET fOro fEcxnwnavowvE� AtlN0A19•"'11° P.O. °O.Y Im MW4aV274 PARTS LISTS �mF '��,10RIDP..��� �SS;,O,1N1ALEr;G\�� A. I.YNNIII�LEH. P.E. P.E.a W705 AA 16HY11 M AwLUUM.SLIDING GLASS DOOR ,NON -IMPACT 4M. NIBHL N MOD OE 1HI°°HE nt 049LDB vnlbb Berrc. S002W NTS ar 10 a 16 crow 767 w, N FA orc OYO°O° AJ. --.-I .690. h-- --I .890 1-- 082 1.375 1.375 ,062 UU6 L�- L�159ct— 1 1.036jj1.0��36 I.G. TOP RAIL TOP RAIL MAT'L: 6063-T5 MAT'L: 6063-T5 111 #618 i1 #706 —I 1.036 i .062 2 , --•1 .B90 I--- I.G. BOTTOM RAIL MAT'L: 6063-T6 a#619 Imo- 2.437 �1 �- 2.310 2.310 —+� 1.032 062 ' .083 093 O I.G. LOCKSTILE I 7 1.816 ,.818 L 01 MAT'L: 6063-T6 #736 I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2.437 —"11 MATL:6063-T6 MAT'L: 6063-T6 134 #745 33 #734 1.032 .062 OSTD. LOCKING STILE 1 MAT'L 6063-T6 #708 062 2.43b 1.890 1--- BOTTOM RAIL MAT'L: 6063-T5 15 #707 1.111� 1.2TTfl 45 REINFORCEMENT 46 REINFORCEMENT MAT 564 63-T6 MAT'-. 6063-T6 7 ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4" 2.562 1.576 2.845 �— LLA— - 125 I.G. ASTRAGAL MAT'L: 6063-T6 121 #737 .1 115 2.845 f .12: H.D. ASTRAGAL OMAT'L: 6063-T6 # 23 720 O O O O h- 1.750 —i,�, 1.000 L12 .� 0 I 77 FIXED PANEL CUP, BOTTOM MAT'L: 6063-T6 #717B j-- 2,310 —1 r 093 I.G. INTERLOCK MATL: 6063-T6 10 #735 r— 2,310 'r 093 STD. INTERLOCK _ MAT'L: 6063-T6 O#705 O O O O I I+- 1.760 +I -.{ 1.000.750 � +.125 FIXED PANEL CLIP, TOP 76 MAT'j76063-T6 Q� P.0. BdC 151E y,�,p,� qrt p,yyy. °°ins-- 1Z"b45""' --=l NTS 1 11 + 16 757 rxoouCruvim �r'r��101Y�Ylr -O o ./0 rLat ".' H0.53705 .660 i--- 11�— 3.624 1.000];P r — •062 2.500 —�i HOLES 71 2 — TRACK HEAD 70 HI —RISE TRACK ADAPTER MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A 3.500 062 ' 2.370 .687 I_�ANC REF. — ANCHOR HOLES 1,p1p 2 — TRACK JAMB 73 MAT'L: 6063—T6 HOOKSTRIP ISMAT'L: 6063—T5 #704 #740 1.687 REF. —�I ANCHOR Imo— HOLES .062 monuctREVRiT ryyFln11M 8 I 1.750 .500 �I 5MWONe -p .750 RM LVY� �062 �I �.---- 4.676 '7 203 OPTIONAL SCREEN RAIL, POCKET MAT'L:#6663—T5 72 2, — TRACK EXTERIOR SILL MAT'L: 6063—T6 #703B .550 ---1 I-- 1.687 REF. ANCHOR {� 1 HOLES 1.750 062 I 1 562 ' I I 225 HI —RISE TRACK , I t� 3.798 MAT'L: 6063 #732 74 2 — TRACK INTERIOR SILL MAT'L: 6063—TB #637 P.0.6DX IZ NDXQ'/19.aWU somm I NTS 1 12 • 16 1 757 V.----- 5.218 '-11 LI_ ,.000 U ' U U U °1T I.062 --+ - 208 3 - TRACK HEAD MAT'L:#6363-T6 062 1 .667 5.094 209 3 — TRACK JAMB MAT'L: 6063—TS #632 ADDED FRAME COMPONENTS 4.016 ~I .950II I II .750 ru u 052 211 ADD —ON TRACK HEAD MAT'L: 6063—T6 #613 002 1 687 3.187 —'{ 2 - TRACK FRAME, 213 JAMB ADD —ON MAT'L: 6D63—T6 #617 .062 .062 1.250 1.250 .562 1 .582 1 Ti 6.1814 TI 5.682 3 -TRACK SILL, EXTERIOR 214 3 - TRACK ADD -ON SILL 210 W/ SCREEN RAIL MAT'L: 6063—T6 MAT'L: 6333—T6 1_ 062 .562 j 2.446 21 ADD —ON TRACK W/ SCREEN FOR FRAME SILL MAT'L: 6063—T6 #616 L_ 062 .652 { - 1.844 217 1 —TRACK ADD —ON SILL MAT'L: 6063—T6 #635 LI��3.00�02 -- 1.000 T u �U� .962 1 ADD -ON TRACK, 212 FOR FRAME HEAD MAT'L: 6063-T6 0614 .440 - l q 06, 625 2.394 � 222 1 —TRACK SILL, LOW —RISE EXTERIOR W/ ADD —ON MAT'L: 6063—T6 #671 1.000 .062 216 O ADD -ON HEAD MAT'L: 6063-T6 #534 . .062440 --� .6r62 .627 T 3 218 2 -TRACK SILL, LOW -RISE EXTERIOR W/ ADD -ON MAT'L: 6063-T6 #638 062 5r62 3.796 8 82 —TRACK SILL, INTERIOR W/ ADD —ON MAT'L:#6373—T6 Pao 1w NOX0.V18. RVVI .062 .5r62 1 �— 2.204 1 -TRACK SILL, 220 INTERIOR W/ ADD -ON MAT'L:#6363-T6 13 • 16 1 757 PR00 CfWNS9D m.oMw.lue.rwnr e No O �d rJ.rnr �P'�NI LYNN ,yi�loi,. ..' pCENSF' :`'F9 . * ' No.56705 I.. a DP TABLE REP. NOM. PANEL UNIT WIDTH x HT. 84.000 00.000 x SILL ANCHOR LOCATIONS, TYP., (2) PER HEAD & SILL I N JAMB I P-HOOK I SILL I JAMB I P-HOOK I SILL 48" NOM.--48' NOM. 48" NOM. 48" NOM. Y U U ANCHORDo LOCATION, M T MIN. (2) LM `L i ANCHOR LOCATION, PERAT 6" 28"MAX A%. O.C. L 2-TRACK JAMBS. SEE It 0 rc rc 0 0 TYP., (1)+ PERAT P-HOOK SHT. 16 FOR MULTI- © 0 0 TRACKS a LAPPLICATIO 6 MAX. < G 1��--8'MAX. 225/16-MAX. O.C. 48" NOM TABLE 4. NOTES: :E 3, TAB EJ. 1. ANCHOR TYPES: C OR D 1) 1/4' ELCO ULTRACON 2)1/4• ELCO SS4 CRETE-FLEX 3) 012 STEEL SCREW (G5) 8OW 2.GLASSTYPES: B-3116'TEMPERED C-1/4"TEMPERED D - 518" TEMPERED I.G. JAMB P-HOOK 3. INTERLOCK AND REINFORCEMENT KEY: SSN-SINGLEISINGLE WITH NO REINFORCEMENT. 101RIO o 1 SSR-SINGLEISINGLE WITH FULL REINFORCEMENT. pp 5 0 SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT. N O O ,n U U 4, ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: V V N Me5 JAMBS AND P-HOOKS SPACING - 6" MAX. FROM CORNERS AND 28• MAX. O.C. 05'i8 __5 5 5I T6 5 5 -5 HEAD AND SILL SPACING • 8" MAX. FROM CORNERS AND 22 6/16' MAX. O.C. i_B 1010 8 6 5 S. INSTALL PERANCHOR QUANTITIES OFTABLE 4, USING THE DIMENSIONAL I 8 10 'ib S 8 .5 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 18 16 10 mall 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 7 $- 96 'fd 6� 6 & SECTIONS. SEE SHEET 18 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 10 10�1 6 6 SILL AND JAMB TRACK SECTIONS. i..16..16..{.6....6.....6..1..6.. 16" MAX. i io ib. �.6 ...6..�..6......5. S i011(1 10 -�i" -� S ANCHOR ---1 8" Mlfo6 11 6 6 5LOCATION. I MAX'-fi.6 ._s. . _8rYP.io 6' �"' e110 6 6 s 8 5 i S 5 ASTRAGAL OR ` 16 5r 5_jINTERLOCK, TYP• (4) ANCHOR CLUSTER-..... .....j--. ...... ib 8 � S 5__ _ _.'"ib e�"b 6 16'MAX. MAX. 1 'H/16" MIN. O.C. TYP. EXAMPLE SOLUTION ?8'MAX. HEAD& SILL= 6'MAX. FROM O.C. CORNERS, 225/18"MAX. O.C. AND CB AT EACH ASTRAGAL OR INTERLOCK. JAMBS & P-HOOKS =6" MAX. FROM CORNERS AND 28' MAX. O.C. TOTAL AT HEAD = 30 ANCHORS TOTAL AT SILL= 30 ANCHORS TOTALAT JAMB= $ANCHORS TOTAL AT P-HOOK= 5ANCHORS L HEADISILL CLUSTER LOCATION TYP. SEE C4, CO OR CO CLUSTER DETAILS ($)ANCHOR CLUSTER -CB 16" MAX. 8" MAX. `p Ii l l l Iq. `� O�L�.........1 3' MIN. (B)ANCHOR CLUSTER-C8` N0.55T05 CLUSTER DETAILS '�� ALUM. SLIUIIVU Utl 00 UVurt,rvw�-Imrn�� "Ill" P.0. B6Y 15tG LYtAI MILER P.E. Noxavw, Pt.waN V4/51T Beuer soozxn NTS 14 +iB 767 N RE#55105 m I CONCRETE ANCHOR 3.4 KSI MIN. CONC. A 1" MIN. E.O., TYP. (2) A 1318°MIN. 1.fi87 (SEE NOTE IJ 13/4'MIN. E.D. (2712'FOR 2x WOOD CRETEFLEX), TYP. (2) (EXTERIOR) 1 O.C. f (SEE NOTE 2) ALUMINUM MULL ANCHORAGE V IN. E.D.,© APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR TYP (2) «k+„� '`., '-'`L NOTE 1. 118 AL. MIN. (SEE NOTE I) `.'�� 1 3/8 I 1r6063-TS 1.594 1x WOODBUCK . 1� MIN. 1 (EXTERIOR) I O.C. (SEE NOTE 2) (EXTERIOR) 1.687 IWMAX.SHIJ �1/4'MAX. SHIM #12 SMS (S WOOD C WOODANCHOR (SEE NOTE 2) NAIL-C DETAIL -D (SEE NOTE I) DETAIL-J 1/4"MAX SHIM +III-- EXTERIOR) ME HEAD INSTALLATIONS SEE NOTE 1. DETAIL - F 1.5 KSI MIN. CMU 3.4 KSIR MIN. CONIC. CONCRETE �>:, O.C. A ANCHOR 13/4'MIN. E.D. (SEE (2'@° FOR \I CRETEFLEX OR CMU) NOTES: TYPICAL I I. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 314- MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 X4' (21/2' FOR CRETEFLEX OR CMU). FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 1/4' SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8' MIN. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. WOOD BUCKS DEPICTED AS 2x ARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH GF 606345 AND A MINIMUM OF I/8'THICK. THEALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B, D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM (SEE DETAIL J). IF THESE CRITERIAARE MET THE PRESSURES AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN IN THIS NOA MAY BE USED. 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 1x W000 BUCK 3D# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROIJTAND WOOD SUBSTRATE, OR AS APPROVED BY (SEENOTES2) (EXTERIOR—�TYP(2) THE AUTHORITY HAVING JURISDICTION. MtODU DETAI - TYPICAL FRAME JAMB INSTALLATIONS 3.4 KSI MIN. CONC. 'x WOOD BUCK, (SEE NOTE 2) NOTE 1. NOTE I. CONC. ANCHOR WOOD ANCHOR pt. �r: IS NOTE i). r.v5 (SEE NOTy,E 7) INC. ANCHOR - ISEENOTE7) Ip (ti 11/4' -'`^v1� 't/4' ''MIN. MIN. E.D. I`.=.. MIN. E.D. E.D. 1.6870.C. 114" MAX. (SEE NOTE 5) WOODANCHOR (SEENOTEI) <' •"= (EXTERIOR) -� 1 3/8' MIN. I 31W MIN. 1' MIN. E.D., I� TYP. (2) A --- III 2x WOOD DETAIL-B (SEE NOTE 2) 2X WOOD (SEE NOTE 2) 114' MAX (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL -G DETAIL -H DETAIL - I TYPICAL POCKET P-HOOK INSTALLATIONS P.0.4fm NQYOMI$ aL 4 1.6870.C. I I r(SEE NOTE 4) (EXTERIOR) "_�,�JL. 1;:i; 1+;,:f1 NOTE 1. �I%�� 1 314"MIN. E.D. (2 1/2' A CONCRETE ANCHOR' J ' FOR CRETEFLEX). TYP. (2) (SEE NOTE') KSI MIN. CONC. DETAIL -A TYP L INSSALLATIO S =2s . 1 114 1 15 d 16 1 757 �V76ME Ile 14Re,i� eta ylm F1 LYNM ,IGENSF 'P . N.. 58705 ' if '4 Ap', srnrE /u 169 M1N C. 6 ANCHOR LOCATION. TYP. 5 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 2 1. ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14, 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 AND/OR INTRLOCKS 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 15 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. 3 n o n n 11�14 n�L n n : a tl 11 5 6u u z u v� Y �nu2 HEAD/SILL EXTERIOR 7 69 IN.O.C. P.0.6 ,X4.11 JAMB EXTERIOR HEAD/SILL INTERIOR swo 1 114 1 16 - 16 767 6P N0.58705 157 :FQORIOP..' \\\� 'SS/(ANAL L�G�� ''ln,„,,,"� Florida Building Code Online I Page 1 of 3 . BOS Home Lop in { User Reglstratim Hot-ronm Submit Surcharge j Stats&Fags j Publications FBCStaH j BCISSIte Map (•Links Search onaa 4_ Product Approval USER: Public User xxcn;yea e: �. ,wr< xx.: Prctl,irt nnnmval Nenu>Prooutt or Analicamn SearchAnolmanon tlst>ApplicaBon Detail f71171, a FL # FLZS3-R - -i�a.=`..`-` `" Application Type Revision Code Version 2014® Application Status Appr' oveQ .Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer GOT Industries Address/Phone/Emall 070 ec nolog rive North Venice, FL 34275 (941) 486-0100 Eet 22318 druark@PIrtlndustries.Com Authorized Signature Jens Rasawski Jrosowskl@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Emall 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 )rosowskl@pgtindustdes.aom Quality Assurance Representative Address/Phone/Emall Category Ektedor Doors Subcategory SlWing_E_Merior Door Asse blles Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL I Referenced Standard and year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/17/2016 Date Validated 08/26/2016 Date Pending FBC Approval Date Approved 08/30/2016 Year 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 Florida Building Code Online Page 2 of 3 Summary of Products n * Model, Number or Name Description 1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door j Limits of Use Certification AgencyCertificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-052353t y. pf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice Of Acceptance (NOA) for FL251 1128 11 16-0629.03.odf . product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 251.2 5Gm-6]0HP Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL 253 R28 C CAC 16-0629.G4.Mf ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for 11251 R28 11 16-0629.04.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.3 ISGD - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.OS.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions 1 Other: Please see Miami -Dade County Notice of Acceptance (NOA) for F1251 R28 11 16-0629 05.odf 1 product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports ' Created by Independent Third Party: 251.4 SGD7]]0(IameMd,sT_T:hpZt} WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F1_251 R28 C CAC 16-0629.06.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/17/2020 . Design Pressure: N/A Inurtiallation-Ins[rG one Other: Please see Miami -Dade County Notice of Acceptance (NOA) for 1 L 5111[1128 If f6=0629:(I6.od j product performance Information, anchorage details, and anchor type, yedLedzyJ uami-Dade'BCC - ER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 ISG3 - ]]OHP(Lar a Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC I6-0629 0] oaf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/24/2020 Design Pressure: N/A I Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for R251 R28 It 16-0629.02.pdf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third PaM: � 251.6 ISGD - ]]OHP (Small Missile Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629.08.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 16.0629.08.pdf product performance Information, anchorage details, and anchor type, Verified By:. Mlaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 251.7 ISGD - 780 (Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CPC I6-0629.10.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miaml-Dade County Notice of Acceptance (NOA) for FL251 R28 It 16-0629.10.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0609 -0 DR pri Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 15-0609.10 DR.pdf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 251.9 SG -3030 (large Missile Impact) 1 Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate LM.W Approved for use In HVHZ: Yes FL251 R2B C CAC 15.0612.06 Approved for use outside HVHZ: Yes IQuality Assurance Contract Expiration Data Impact Resistant: Yes 02/14/2018 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for F1251 R28 It 15.0612, 6 LM.0df product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0612 02 SM odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 15-0612.O7 SM.Odf Product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third! Parry: 251.11 SGD-5420 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certifil:atlon Agency Certificate Approved for use in HVHZ: Yes $1_R2d C [AD i,5_,F?.d0.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A installation Instructions j Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for fl.�51 R2.8 If 15-3210 .,Ildf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER I size, and spacing information. Created by Independent Third Party: i Evaluation Reports Created by Independent Third Parry: 251.12 SGD-5520 (Large Missile Impact) Vinyl Sliding Glass Door ' Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC I5-1210.01.Wf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FI 251 R28 IT 15-1210 Ol.ndf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: I Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.482-1824 The State of Florida Is an WEED employer. CooMoht 2002-2013 State of Florida.:: Prlvacv Statement :: ACcessibillne Statement : Refund statement Florida law, ¢mall addresses are public record, if you do not want your e-mail addr ss released In response to a public-rewNs r guest, do not send ale Product Approval Accepts: s i $;.C;.ifr1C�'!`lt�'TFtICS' http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 8/4/2017 MIAMFDADE MIAMI-DADE COUNTY 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) ww .miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 arid 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 ` 9D-770" Aluminum Sliding Glass Door w / 90° & P35° corners — L. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", Bets' I through 22 of 22, dated 10/10/14, with revision B dated 05105116, 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 numbet and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING .,Large and mall issite Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, 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# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge NL Plasencia, P.E. NOA TonlCr0629:06 MIAWDADE COUNTY XplratlOR Date: February l.7,.2020 App ova ate: August 04, 2016 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM ImpacV, sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 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) 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 marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge 1VL Plasencia, P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNPINuED) 4. 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 marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No.15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t1 Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANiCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Ptasencia, P.E. Product Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (coNTrQuED) 3. Statement letter of conformance, complying with FBC-5' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no fmancial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90a/135a CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A NEGATIVEIDESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-0 STRESS INCREASE HAS NOT BEEN USED M THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS&14, _ _ FRAME AND PANEL CORNERS TO BE SEALED WITH 6) REFERENCES ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING OOOE, AS APPLICABLE. _ TEST REPORTS: FrL-5980, FTL5983. FTL6001, FTL6014, FTL6015, FTL6017, FTL6022, m-SO23, FTL.6024, FTL-6025, FTL-6028, FTL-6031, FTL5033, FTL.6036 AND F1L-7554 Getup AlGlor Substrate Fre" Member Ma Edge Distance MID EmbedrrerR 1 114' Eke Ultmoon Carc,ae (m .3.es Yaq aelSill/I I 3ie' Ulryminal Q4U, gSTM G00) Jemb aNy 2-112' 1-114' G..W0 CM0 MI. C-90. mle, 2 Yet Jamb on ?Vr 14/C 2 11VEko410 b.5. CreteFleY PAncmte (min. 3.35 Yap HeaNSNJemb 1' 1a4' Wg dCMq (ASTM GpO) Jamb.* 2d12- 141P P.T. SoNMm Plm (6G•0.56 HeadSIWAmb V ISIV Wrcmla (m1p. 285 Ye11 TGMII 1' law 1/4'Eke U9mcan mufetl GA1 AB1MC90) AmbaN 1' 1-11P 012. 186 cr410 S.6, ISMS, P.T.9oMMm PB'e (SG=0.55) Haatll$IWJanb W16' law Malleml, E063-TS' Nc&&SNJamb 19' am- 6I.L A38- HeeNS.W.1, WS' Dmv 3 (min. 11 mree494n) Suet 6t A653 a. J3' Heed.enb INB' 00461' Uv Oco16a6.6. gOpie Gatar Concrete (mIn.3115 Ya1 Hea&SMIJamb 1-1R' ISrO' Un9muh4 WU'(ASW G9)) .6mb oNy I 1-114' Gmuletl CNU (ASTM GeD mN.2 Ya pmN) Jambe" 2' 2• P.T.Soultmm Piro G•0.55) Hee&SIWJamb P lar 4 CIL Steel SM6 G6, (Mn 11 mmzbslln) P.T. soNMm Plrm (SG=0.56) MeeWSMlanb Wt6' 15/T ANminhn, BDBJ-15' HeeNSWJome Le• III.:Z Steel, M.- FM•aNSIWJamb WB' 0.661, SteN 6Ntl. AfS3 Gr.3J' HaeN6iMJanb 3l0• 0.0451• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.69T MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1) FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERALNOTES.............1 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS....... _.23 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............ 4.5 INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS 2XARE 1-12' THICKOR GREATER IXAND 2XBUCKS ANCHORAGE .....................6-14 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES....... 65 RESPONSIBILITY OF THE: ENGINEER ORARCHITECT OF RECORD & TO BE REVIEWED BYTHE BUILDING OFFICIAL. INSTALL DETAILS ......... .... 12-14 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS ..................... 15.10 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL / SILL TYPES......... 17 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NCN-SHRINK, NON-METALLIC GROUT, CROSS SECTIONS ............ 18.19 MAX 1/4' THICK &3400 PSI MIN.,(CONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST .. ... ....... ....... .... 20 TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 306 FELT PAPER OR MASTIC IS EXTRUSIONS .................... 2122 REOU IRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACTRATING ILS TABLE ON SHEETS 4 8 5 GIas9 Type- B, SEE DETA pewlp0on (M4etl hob FY1eri0rlo Imerio0 _ ■G3■1.1 amvatae: Q) Ube eIW1C.H5 Qeea MVmr�uted: j2)LY.H al L4' H$ GIa99 titm.090'PVB YJCIM a!G4 eebaUd R1 U:ea efW16 HIS Qaea WmNneteG 0l Uteaall4'ILS Gh9s WNhatetl LG: ]I1F TEatetlapp a 3R' Nr filaa• • 7/16' Lembute4 2 tam NW1fi' HS Claaa Mtb ASP PVB WNryerGSA al LG: 114'TE[IeAOr Ce +S'1fi'NGeNMe4 LG.: M16'TEele4NW +JId NWNtl LG:1/1'TEae0o9 Ca +Wt6'AW ONium4:RUt-M3116'ANNGlaaae]M.M'SGIAetlaer G7A taelnatelR Utes Nl/4'ANNGlaae Wtn.09VSGY,lnleG8inazeC L0.: W18'TEaletler Cep+3lB'AGOA inae41.0.:114'TEaleAorLop+W18°Alr Space♦T118a JNtGd;(2)'..'W16'ANJ Ghat with.O .. Wa4aet SEETABLES 1, 263 ON SHEETS a.7&B RATEDFORIARGE49MALL MISSILE IMPACT RESISTANCE Damm.g was l6-0629.06 NDAJIe. eaplra6an Dale OW17/2020 STANDARDS USED: e2014 RORIDA BUILDING CODE (F6C), 7EDM�eM14ASTMRU 9W-09.ANSDAFBPA NDS-2D12 FORW OOD CO.ALUMINUM DESIGN MANUAL, ADM301 eA1SI lee007IS2-2010 GLAZING NOTES: J1YyH LYHN 'ANN'=ANNEALED 'HS' HEAT STRENGTHENED 'j0... .. y �F \�, = 'T'=TEMPERED -PVB-=.D90'BUTACITEe PVB BY KURARAY AMERICA INC. C*:' _ No. 56]OS 'SG'=.090' SENTRYGI BY KURARAY AMERICA, INC. :P�;., STATEUr WC ', FLORIOP G��: GENERAL NOTES AND MAP T/OALUM. SGD-CM IMPACT -- J�SERIES 6G m TUTS 1 122 PGT8130 B P.E.am '8ss MAX. NOW. PANEL WIDTH PER TABLES 1-3 MAX. UNIT t HEIGHT PERTABLES" MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT t to ) HEIGHT 1B PERTAB�LES 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UN IT WIDTH LOCATIONS USING DETAIL'JW,'Je.'Kw'OR-Kc-INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXP. PXXXX OR XXXXP, OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH + CAN BE OXXXp. PER TABLES 1-3 _1.r--'• i 2)90'&135- CORNER CONFIGURATIONS CAN BEACOMBINATION OF ANY 2STRAIGHT CONFIGURATIONS. em MAX UNR / i i °zg HEto + I HEIGHT / EIGHT 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 'X-PANEL, PER 13 I H =OPERABLE Ia 'O'=INOPERABLE PANEL, 'p'=POCKET DETAIL LETTER = WOOD OR METAL INSTALLATION -e=CONCRETE INSTALLATION 2-PANEL W CONFIGURATIONS + SHEET NUMBER WAX.UNRWIDTH DLO WIDTH =NOM. PANEL WIDTH-7- DLO HEIGHT= DOOR UNIT HEIGHT-11,125' NOPANEL WIDTH 1 +` a PANEL HEIGHT =DOOR UNIT HEIGHT -1.866- P ERTABLESI3 ' I - r` J a t S MAXIJNR 9 ig°y �gm HEIGHT IIHf PER I I a TABLES iJ 2E I n I _1 MAX. UNIT WIDTH NOM. PANEL WIDTH sYliF/iE�i(1Fi(!1iF/ PER TABLES 1 W®MAX. UNIT HEIGHT�® �i2'.�� m m m m Q�7 V7 ty iDPER TA • • t3SI&vFy.u_ Pu^ 1A1 ��iE7iC�iF/iE7 tJ7 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNR HEIGHT PER t s xTRG TABLES 1-3 sNEEc REVISED IM Ne Florida E.plmaen Dale 02/17/2020 MI. Parruct nlml i EKTEpron i gyp.._ � i CORNER TYP. a �--,; _•- (OUTSIDE CORNER SHOWN, :,C(.• !' /-: INSIDE CORNER SIMILAR) 6, t�C _l-6 ;j;f KAMPLE FRIES 770 ALUM. SGD-LM IMPACT A LVNNMILLER PE. P.Ep 53195 "^_rm NT$ -2 +22 � PG70130 B EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 a 1 1 MAX. UNIT 1 jC HEIGHT. 96" OR 120' 1 MAX. TESTED UNIT WIDTH = 355�7/1W @ 9V HEIGHT 300-7/4' (d 720" HEIGHT 1 i47 ai�'D f�F'7 f�mFl N fmlU � � im8/ 6-PANEL CONFIGURATIONS 11AX UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX.UND 1 HEIGHT PER TAB1-3LES 1 J -- @H7i�iF7fE1 ■ 7-PANEL CONFIGURATIONS PaC CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW ,'Je.'Ke OR'Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET(p) CONFIGURATION CAN BE p)OoO(p. p)D= OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2) 90- 9135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X' n OPERABLE PANEL, '0'= INOPERABLE PANEL. V =POCKET DETAIL LETTER ^v/ = WOOD OR METAL INSTALLATION c =CONERETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7- DLO HEIGHT =DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866' MAX.UNITWIDTH — PRODUCT REVISED NOR PANEL WIDTH 1' Ac 1 13 BNlop -IO tpp Rarltl PER TABLES 1-3 NoA-a. �6-0629.06 _ i Ea pira6nn Dato0211712020 �° 19 19 1 19 8 1 5� 9 Mlam p rotlud Lantrol 1 1 1p 1g �0�6 $a MAX. UNIT HEIGHT PERTABLES 7-3 6-PANEL CONFIGURATIONS .gym �� IorotSurNJtaaroNn2 N. VENIGEft J195 (9(u+eatwo EXAMPLE CONFIGURATIONS t .. L::'..: M. ALYNN MILIEi P.E. . SERIES T/0 ALUM. SGD - LM IMPACT nam, n...pn n� n.warw a,. cSRT. oPau+x amens ® ..rn..r scuno NTS 3 122 PGT0130 B P.EY 58705 '".'e °@.nnnre 7/16'NOM. 7/16'NOM. 1'NOM, 3%i6° HS GLASS WIT HS GLASS 3/16' HS GLASS- 0 90' PVB .090' PVB 3116" HS GLASS 3/ifi'HS GLASS 7e 3/i6'HS3IB"AIRSPACE3/16' T GLASS82 BaEXTERIOR 3/4'NOM. EXTERIOR &GL 3/4"NOM. GLASS 12412 GLASS BITE •1�3 BITE E%TER,I,ORter' �71MwOMMINATEDGLAS$s PEG 9H8' NOM. 1/4" HS GLASS .090" PVB ra IW HS GLASS 82 314° NOM. EXTERIOR GLASS a BNE 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 9/16° NOM. 1"NOM. 3/16" HS GLASS 1W HS GLASS .090"PV8 .090° SG 3H8" HS GLASS 1/4. HS GLASS i4 5/16"AIRSPACE ] 1l4"TGLASS— EXTERIOR a 3/4" NOM. GLASS BITE EXTERIOR a We NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS TYPE G5A GLAZING NOTES: "ANN'=ANNEALED 'HS' = HEAT STRENGTHENED 'T'=TEMPERED "PVB" =.090' BUTACITE PYAY KURARAY AMERICA, INC. I. SGD 4 .22 N6A-No. 16.0629.06 E plmtlon Date02M7/2020 9y / mlaml Pmeaat Con1m1 N, S'i4 A. LYNN MILLER P.E. P.Ep 59105 7/16' NOM. i' NOM. I 1' NOM. 3/*AIRSPACE— 3/161 HS GLASS 3/18' ANN GLASS SG .090" 090' SG 3/3Ii6'ANN 3/169 HS GLASS GLASS 14 3T4318'AIR SPACE la I�-' 3/183176" T GLASS83EXTERIOR 3/4"NOM./4'NOM.3/4'NOM. GLASS GLASS1W27 GLASS BITEBITEBITE E%TERIOR 79 5455 5 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS TYPE G8 1" LAMINATED I G. GLASS TYPE G6 P NOM. 9116' NOM, i' NOM. 3/78' HS GLASS 3116" ANN GLASS .OBD' SG 7/4' ANN GLASS .090" SG 31W HS GLASS .090" SG 3fi6" ANN GLASS 5116"AIRSPACE i4 1/4"ANN GLASS i4 5/16"AIRSPACE T4 7/4' T GLASS - 02 1/4' T GLASS 89 83 3/4" NCM. 3!4" NOM. 3/4"NOM. ExreRloR GLASS 12a127 GLASS II412i GLASS c] BITE BITE PRODUCTREVISED BITE in glLOEOwith Me Flotltla t IXiERIOR EXTERIOR BUlminas NBA -No. 16.0629.06 p81 a 79 BaPBaflonDate02/17/2020 54 55 65 BY - - min.- Proaom Centel TYPE G6A 9116" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS TYPE G8A 1" LAMINATED I.G. GLASS, GLAZING NOTES: 'ANN'=ANNEALED 'HS" - HEAT. STRENGTHENED ,r.. O'iir5 T'-TEMPERED "PVB"=.090"BUTACITE Py�'BY KURARAY AMERICA. INC. 'SG' .090"SFMRYGLA VKURARAY AMERICA, INC. T k 4%. ix °" r`�,md2ore B 6PALERS f�,�f�.A,,,,E GLAZING DETARS -;� ° " ,' n vEmcE, n.9urz SERIES 770 ALUM. SGD-LM IMPACT :. MIRP.E. w."ey. m wwac (B11}4Bb1hH oryw ^� YM A. LYMJ MILLER P.E. CERi.OFAVM. MDS3 SGB.- NT$ 5 a 22 PGT0190 B REA M705 TABLe r: 1 Design Pressure (DID) and Anchor Quantities Required, (for all approved Maximum;Gt:rallsizes: 60/''80` configurations on Sheets 2&3) a,be yited by TaNa A). For comer astragal alchorage on SO° or 135' comer units, sea greet 11 Dow Unr !�W6. HeIBM Tate applies to Glass �' aw � Types 3, 3A, 5, 5A, 7, 7A, 8la^ 80"a�^Y-' rv. /B" p G ]S-7/B0 O we SA and the Stile/Astragalor Group Au orGroUp AnchorGmup Anc or Group types a" below. 3 4 1 2 3 4 7 2 3 4 1 2 3 4 C4+ CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 +1 +1 G4+1 G+1 +1 C4r1 +24'DLOB e 8 B B 8 B 8 B aBP-hook 7+8 6+] 6+7 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 HeaWSlll 1 CAa1 C4+1 G*1 C4+1 C4+1 C4+1 04+1 C4+1 G/N GN1 a I CA+1 C4+1 G4+130" �L0 Jamb 8 8 8 8 8 8 B 8 B 8 B B BP -hook 6+7 6+7 7rB 7+87+8 7+8 7+8 011 ]+8 7487+BHeallsill 1 C4+1 04+1 C4+1 C4+1 C4N C4+1 G1+1 C4+7 C4+1 Cd+1 G/+1 C4+1 CAN C4t1 e 8 B8 8 8 8 a 8 8B 08 P-0o0k 8+7 6+7 7+8 ]+B 7+B 7+8 7*B R8 7+9 7+B 7+8 NB 7+8 7+8 g. G d/SIII fC4+.111C4+a _ . iC4+t11C4Ni 2G1+1 GIN 34+1 GIN C4+1 U+1 C4+1 C4+1 CAN G+1 8 C4+1 8 C4 +1 a 38° mD !B� 78> �B�.181f tl a 8 8 8 H 8 8 8 B y42"' DLO.. Y6+7/ ■6+7J� 6N Pbsmk i6f7I PrB 7+e 7+e 7+B l+B ]+8 7+e 7+B 7a8 7+8 7+8 7+8 Headr$gl C4a2 CA+2 G}r2 CA+2 CA+2 CA+2 G+2 G+2 C4+2 C4+2 G+2 CQ+2 C4r2 G1+2 C4+2 C4+2 48" MoJamb B B 8 8 B B B B 8 B 8 8 B 8 8 7+8 8 ]+8 P-hook 6+7 8+7 6+7 5+7 7*8 7+8 7+8 7+8 1 Ire I7+81 7+6 7+8 7+8 7a8 FOR EXAMPLE ON USING TABLE, SEE SHEET]. NOTES: 1) POSITIVEIPRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 FSF MAX. WHEN USING THE 3-1/4'SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP 15 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4, 3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Helghtto Max. (+) DP (Water hlrmacn Rebng) SRiser HagM (+) DBSIgn (hcRs"'Fa ar, gee Pressure, pal DLO WIDTH= NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.566" OH LENGTH of OH RATIO 21 O� OH RATIO = OH LENGTH OH HEIGHT Intedork P.hook Lockstlle Lalamb Straightmbly Assembly LotktAdra fitralghk Astragal 90ssembl al Assembly 90-AsLoctofile@ 90'Astragal 13 Assembly Assembly 35-Asle@ 135°ArtraBai S[antlartl Stiles Standard Stile Standard Stile Standard SDle Standard Sule HeaW-duty Stile HeaWduty Sole HeaWAMStile Heavyduty Stile Standard Astragal OUtside Comer Outsltle [orre_r'� Inside Corner LI_l-d ' �Tjj����a�.�` 'II Inside J Corner Outside Insidelde Cur Corner Part #60 (-2) Part#60 Part#60 Part #6015[Ilel Part#61) Part#61 (Stile) Partgecel part #11S (OutJ part#12 o.) Part #61 (Shce) $#FdM#o2o Partr61 par0#671Astregal) e�Tef (CPa t) swam I NTS 1 6 1 22 Nocomplying with the Florida uil No".. 16-0aing code 629:06 Building eaPlmtlon Date 02/17/2020 B M12M rrodac control ,1 r :f. A. LYNN MILLE0. PE. P.E.#aWa6 TABLE 2: Design Pressure (OP)and Quantities Required, (yor all apprc,Qvd tion9 on Sheals 283) eheet Maximum De FAnchor was. se 11 For cometaspa9el anPhomge on 90' or 138' comer unib, see sheet 11 mreolfor bBixel:+60/+i0 (May be IimBM by Table 2A) Door Um Height ama aprAba tO Gbsa TyPes [4.4K 0 &' BO' 16 1@' 108' 11P 120' 6, BA, T. TA, 88 BA 'Ys]IB LO 7&71VULG BST/e'X. Bt-T18•GLO B)dIe•p.0 103i10'pL0 ed the Sala l ostms types MOM1pr Group AlmM1or Gmc Anchor Group AncMl Gmup Anplmr Gmup ncMrGmup Anchor Gmup Anc or sM1pwn below. 2 3 4 1 2 3 4 1 Z 0 6 1 2 9 4 1 T 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 G+1 + GH U+ UN a1 • + 1 Gal GN 1 G+1 U+ G+i Gr1 Gal UN Gal G+1 c4+ I Gr U+1 N GN U+1 UH G+1 U+1 C4H aLBN 8 8 a 0 8 8 8 0 a 0 8 B 0 10 10 10 10 10 10 10 10 1D 10 10 10 10 10 10 10 R4 DLO Jomb B 0 8 7a0 7+0 7+8 1a0 7+8 11 7+1 7+8 7+8 B+9 &9 Bag &9 &9 0+9 0aB B+g 8+to 0+10 9a10 9+10 &10 9✓10 aria 9+1D P-M1epk C+ Bq &) ea] 7+0 >ra ]+0 U+1 G+1 U+1 G+1 G+t Gal U+1 G+1 U+1 U+1 GHl U+1 C6+1 U+1 Gr1 Uri c1+1 U+i U+1 GN U+1 U+1 U+1 U+1 ce+1 HmmJSIQ G+1 Gr1 Gal G+1 G+1 Crt+1 G+1 8 e 10 10 10 10 10 ID 10 10 10 10 10 10 10 10 10 10 1. OLO Jamb B e a B 0 B 8 B 8 0 B 8 B 1+8 0 7+0 7r0 7+B 8+8 0+B &9 &9 &B 6a9 . 8+9 9+10 9rID 8+10 &ID 9+10 &10 &t0 9+tD P4aok 0+] B+T BR aa1 )+0 7+8 -a 7+6 U+1 TaB G+1 7+a U+i 7+a ; T+a U•1 T+0 GH U*1 GN GH I G+1 I UH Uq U+1 Uat GN GN UN Uat UH G+1 GH GH1 U+1 GH GN Uri Headlalt C4+1 Ual CIO Gat U+1 8 e 0 0 8 0 8 10 10 10 10 t0 10 ID 10 10 10 10 10 10 10 10 10 38' pJamb 8 8 0 0 8 0 B 0 B Me ]+0 ]+6 7+8 7+6 7+8 &9 8+9 8+9 8+9 0+9 a+9 84 B+B 9H0 9+10 9+10 &10 9+10 9+10 9+10 9+10 P4wok &) 0a1 &] BN 7+8 AB 7+0 7+8 Gal G«t NB Gat T+0 G+1 G+1 U+1 C4+1 U+1 01+1 Gat G+1 G+1 Uat Ga1 CMt U+1 G+1 U+1 G+1 CBr1 CB+1 Ua1 Gat 08+1 Uaf 14aN61B Fm 7vTJamb GN U+1 Gat U+1 a B 8 e 8 t0 10 10 10 f0 10 10 10 10 10 10 10 10 10 10 10 42•O e 9 0 8 0 e 8 8 1+6 T+B 1+B )a0 Tae 8+9 9+9 8+9 &9 &9 0+B Br9 0+9 BNO 9r10 &10 9+to aH0 BND BN0 W10 Pdbdk 6+1 6+1 &] +-7 Ta0 GaT AB UrT T+B Gr2 T+0 U+2 Gr2 U+2 U+2 co.2 Ga2 GH2 U+2 CA+3 Ua2 Gr2 Ua2 C6r2 p+T Gat Gr2 OBa2 Gr2 CBa2 G+2 CarR C0+2 HoWl9H G+2 GrR U+2 Gat iffl! 0 10 10 f0 10 10 10 10 10 t0 10 10 10 10 f0 10 10 �" Jamb 8 0 0 E B 0 0 0 0 0 8 e &9 &9 8+9 9+-IU 9+10 &10 9N0 &10 &10 aria 9H0 DLO P+oek 8+1 &T B+T &T >+B NB Pa 7+8 Aa 1+0 7a9 T+B Tao aae &D &9 &9 8.9 Pe.&SIll Gr2 c4+2 G+3 +R Ua2 U+2 Ga2 G+2 Gr2 U+2 Gr2 G+2 G+R - 54• �W Jamb B B 8 B 0 d 8 0 8 6 8 0 8 9 8 0 Pbook BN D+1 BN eaT HB ]+0 7+e m ]+e T+0 Tae r+0 — 7a9 7 8 P9 Not available In these sizes HCaW9IY Gr2 Ga2 G+T C4+2 U+R Gr2 Ua2 C4+2 C 2 Gr2 OI+T Gr2 Gr2 GR a C&Z fiP Jamb 8 9 0 B 0 9 e B e 0 e 0 8 e 0 6 Mo RBoak 0+) &1 — fi+1 7+B 7+0 )+B 1+0 7a6 1a8 — PB )+0 )+B T+ ]+B NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114" SILL 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4° SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) e, 3-1/4- AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT, AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED': U= EXAMPLE ON SHEET Sill HeighttG Max. (+) DP (Weser lnfillumalmn Rafrg) Sill Riser Height (+)Deslgn (Flator Box, sas Pressure, psf Sheetl7) Flush-l-il2° sae rele3 Low-2-1n' +48.BT Medium-3-0/4" +fiOU High-4' set.Nu ma 1J OLD WIDTH= NOM. PANEL WIDTH -7" OHLENOTH DLO HEIGHT= DOOR UNIT HEIGHT - 10.126" F i KI PANEL HEIGHT= O OH RATIO a1 = Om DOOR UNIT HEIGHT - 1.866" 0 -L F- OH RATIO = OH LENGTH OH HEIGHT THEFOL Interlock P-hook Loclestlle@Jamb vrtirtwow�o«Wc Straight Astragal Assembly st �-... LDckrtile@ Straight Astragal °...,.,•,••••-..•^•-.-._L Assembly 9Ass. Sly Lockstile@ 90'Altmgal 1Astmoragal Assembly 35-Asle@ 136°Astragal Heavy-duty Stiles Heavydury Stile HeavyAwrys6te Heavy-0ury5[ile Standard Astragal Heavy -dory S111e Heavy-0ury Stile Outside tamer Heavydury Stile Outside Center or Insider] '' Comer Heald-0uty Stile Inside Comer Ou tside Heald-0ufy Stlie Insideeorner corner Part #61 (xl) Partp61 Part q61 Pan #61(SOIe) part#6](As[mgal) parl#6L Part NI(Stile) Part#1161Corner Receiver) part #I19IOut) part #120 hn.) Part#61 (6ple) Cam ,#31 Mount) Part pbl eear.rr ..,nose I �a atone I NTS 17 s 22 1 PGT0130 me";. - 16-0629.06 esplranon oete02/17/2020 By .him.moue can TABLE 3: u Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 283) Maximum DP shown below 1 For center sort anchorage on 90'or 135- comer udis, sae treat ll (May be limited by Table M) Door Udl Hel ht I Table eto Close Types 4, 4A, 00' 84" 90" 96" t02" 10B' ppllea 6, 64. 7. TA, 8 It BA and the Sate / 69- /8' D O ]} IB" OLO ]4]IB" DLO 8&T/B" MO 91-] B" OLO 97- IB' DLO Aa1r3e1 type. shovm bdmv. nchor Group Ancbar Grose Anc-Group rc rOroup wrl Group AnchorOmup I 1 2 3 4 1 2 0 4 1 a 3 d 1 2 3 d t 2 9 d 1 21 3 1 4 Des Pfe54ure a/-48.0 Uat C4+1 C4+1 5l - C4+i Ua1 U+1 C4+1 UN U+1 U♦1 U+1 f A2. U+1 04+1 Pat C4+1 U+1 il-T . P. C441 U+1 C4+1 04+1 24„ IT- 1ho L910 Cd+i C4M Uai U+1 U+1 8 B B 8 0 10 10 to 10 10 10 10 10 DLO Jamb B 8 8 8 e 8 8 B 8 8 B 8+9'1 8+9 B+9 8+0 6+9 1 8+9 a+9 P-boM eN 6a] 6+] 6+7 i+B T+0 ]+B 7+5 7+8 7+8 7+8 7+87+8 T+8 ]a5 7+e 8+9 1 1 1 I Desl9n Pressure +y-900pef +/412.5 Poll +1-750 Pat HeaN910 CM 11 Uat I C4+t I U+1 I U+1 I U+1 U+1 C4+1 C4+1 U+I C4+1 U+1 U!1 U+1 U+1 U+1 U+1 U+1 C4+1 Ut1 U+t CO+1 D4a1 Uat 30° DLO JamO B B 8 B B 8 e B 8 B 8 B 8 8 B B 10 10 10 t0 10 10 10 10 9 P-hods 6+7 647 6+7 5N 1+5 7+B 7+8 7+B 7+8 7+4 '+a 7+B T+B 7+e 7+B 7+. a+9 8+9 8+9 8.9 a+9 8+9 ea9 8+9 Dealer, Pre5sum a/-W.OPsI +/412.5Per +/-75A Pat 29' Heed'9111 C4+1 04+1 U+2 01+2 04 1 C4+1 C4+2 U+2 C4+1 U+1 C5+2 C5+2 U+1 G4+t C5+2 C5+2 Uai CM1 C5+1 C5+1 U+1 U+1 Ce+t C5+1 a" OLO Jamb B 8 e B 8 8 B B B B e 8 0 8 10 8 10 10 10 10 10 10 10 10 P.hock fi+7 &7 6+7 6+7 ]+8 NB ]+8 7+8 7+8 7+8 7a5 1111 T+B 8+9 8+9 8+9 8+9 B+9 B+9 0+9 B!9 8+9 B+9 0+9 € Deelgrl Pmssure +]-W.0 psf +/d25 Psl +I•T5.0 Pal 3 35' HeedSlu U+2 U+2 04+2 04+2 01+2 U+2 C6+2 C542 C5+2 C5+2 C5+2 05+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C542 C5a2 Cb+2 Ca+2 C6+2 C5+ 92, DLO J. e B 8 8 a e B B 8 e 10 e 8 0 10 8 10 10 LO LO t0 f0 1D f0 P-hook 6+7 748 7+8 7+8 748 7+8 7+8 7+8 aid 8+9 0+9 8+9 B+8 8+9 0a9 Ba9 0/A Ba9 B+9 8+9 6+9 a+9 5+9 Deslgrl Pna551Re -8 NSO,Op5/ See NoteAbebw +/412.6 pat +/-75.0 p.l 41• Heaas91 U+2 U+2 C5+2 05+2 U+2 W+2 C5+2 C 2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 fb+2 Wag C5+2 Cfia2 C6+2 C8+2 C5+2 C6+2 C642 C6+2 48" e 0 B e e 8 10 0 B 8 ID e 8 8 10 8, f0 10 10 10 10 10 10 10 DLO Jamb P-hods 5+7 748 RB 7+5 7+8 8+9 8+9 B+9 Ba9 8+9 8+9 8+S 8+9 9+10 9+10 3410 rvoc 8+9 9+f0 9+ID x ne• 9+10 +/-R9 849 9N0 9+10 9+10 1 PnP GI 6RS TYPF 7 FUK !: H !`LL VIV V.711VV I—L.,a cor,c,_, ,. -- —.. --- - - . NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4!' SILL. DLO WIDTH= 2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH-7' DP IS 60.0 PSF MAX. WHEN USING THE 4'• SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3)4%3-i14"AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1Y2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT= DOOR UNIT HEIGHT -10.125" TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866' 4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. DOOR SIZE TO COMPLY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REQUIRED. 5) 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, THE FOLLOWING STILE&A61 fWUAL Ixrs:o, crtnu ssowmrvn 1..oLc o, Straight Asragal �.�.,,.�•-• •-•v--•-••••••-•_...._.._. Locks[Ile@ 90'AslTagal _..__..____._ Lockstile@ __ . 135-Astragol Locl¢tlle@ Inietlock P-hook Lockstile@lamb Assembly Straight Astragal Assemhly 90'Adragal Assembly 135'Asta881 Heavy-duty SHles Heavy-duty SOle Heaw-0uty Stile HeaW-duty Stile Heart'-dutystile He.v duty Stile He.WEuty501e Heavy-duty Stile Heavy-0utVSbIa HeaW-dutyAsragal Outside Corner Ou[sltl¢ oble Corner r` L�II Cr ner Inside Comer 04t5idP �f InSlde Cam¢! Corner #61(x2) Part gbl Part#fit pan#6116d1e) part U61 P.rt#318((Carl Part #119 (Out.) Part #120 (In.l parts#3](&#32 Partq61 Pan Pad#68(Mootal) Receiver) Corn &Fxd Mount ( ) SGOLM I NTS 1 8 > 22 1 PGTO130 SIR Height to Max. (+) DP (Water Infiltratlon Rating) Sill Riser Height (+)pesgn (Flat a^ Box, see Pressure, psf Sheet l]) Filch-l-1/2' sea noM3 Low-2-11Y ♦48.fiT Medium-&i/4' *60.0 High-4' aB0.0 SEE NO f-- .3 OH LENGTH OH RATIO 21 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED pi Ina with the Flatten Buliamg bode _NOA-No. 16-0629.06 bnptrunon Date 02H712020 Miami-O duct ontro-O�R�' Duet on�tro� SEE { NO FRAME "74W P-HCOKANCHORAGE CONSISTS OF: (T)P-HOOK ANCHORS, SPLICE (,.RWAMB Q (PERPENDICULAR TO GLASS NOTE, I EXTERIOR PLANE) SEE TABLE 2, SHEET THIS ! POCKETS AND SHEET POCKET ( r JAMB MMOUNTING INSTALLATION, ADAPTER 9•MAX. THIS SHEET ANCHORS MIDWAY S SHEET 14 BETWEEN p-HOOK ANCHORS AT 3" J1�I �,.�.. FROM 'w® j?i . OTTOM MPSbO.C.i i O.C. 24' MA O.C. Go, NOM, PANEL WIDTH EXTERIOR EDGE OF POCKET SEE INSTALLATION DETAILS'Jc' 8'KG', END PANEL SHEET 14 & PART `ANCHORAGE DETAILS'S&W, (2 ANCHORS) SHEET 19 FOR P-HOOK ANCHORS ANCHORAGE SEE'C5"CLUSTER MAILUNITWIDTH — SEE -CT DETAILS. SHEET 10 FOR REQUIRES'C6" SHEET' INTERLOCK CLUSTER,SEE V16DETAILS, SHEET 11 / PANNEELWWIDTH �` i . 3' MAX. = FRAME ID ANCHORS 0 14- MAC O.C. 0 ®= P-HOOK A ANCHORS m 0 = P-HOOK .'0 MOUNTING 3-MAX. ADAPTER — ANCHORS OFPANEL 1 - _ - -- EXAMPLE' S-PANEL 2 TRACK 90" OUTSIDE CORNER - P)OUXXO - EXT MOUNT POCKET ANCHORAGE PLAN: :5-PPANELS, 2.04- 60"x96' ANCHOR GROUP 31N CONCRETE SUBSTRATE (SEE TABLE 2, SHEEP T) ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 I 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I-3 SHEETS CENTERLINEOF HEAD B SILL: 8"MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. SEE"C5"CLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 2V O.C. MAXIMUM. 'DETAILS, SHEET 10 FOR INTERLOCK ANCHORS THE MIDPOINT OF END PANELS ARE ONLY IF E O.C. DISTANCE THE OR -.2- ANCHORAGE REQUIRECLUSTER LL E ANCHORS ARE NOT IS OVER OTHERWISE ANCHORS ARE NOT CLUSTER IS OVER 6' MAX THE REQUIRED AS PER THE FIGURE AT RIGHT: SEE'G5" CLUSTER DETAILS, SHEET 10 .DETAILS, FORASTRAGAL -ERLOCK pb' MAX. O.C. x x 4 PAIRS OF ANCHORS NI ANCH(TOTAORS) UNIT 21' MAX ANCHORS) EIGHT 0'C' PER JAMB x x— (SEEJDETAIL MB DETAIL —1 BELOW) x -.% V END PANEL ANCHCRAGE(SEE +2, SKETCH BELOM RAGE ANC-IORAGE 6" SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE ExT_ryE,Loa HEAD OR SILL IF A SPLICE p OCCURS AT THE P-HOOK. 5.84" CENTERLINE JAMBS 8 P-HOOKS: 6"MAX. FROM BOTTOM, 21 MAX. ANCHOR PAIR O.C. (JAMBS), 14 MAX. ANCHOR 2 TRACK OF PANEL O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-0. SEE FRAMEJAMB P-HOOK ANCHOR DETAILS ON SHEET 14, ANCHOR PAIR REQUIRES '+2'ANCHOMGE SEE -CS -CLUSTER END PANEL CENTERLINE CENTERLINE °CB"CLUSTER, BEE OF DETAILS, SHEET 10 [_OF ANCHORAGE I�(2ANCHORS) B^ SHEET II FORASTRAGAL DETAILS, INTERLOCK ASTRAGAL 4.051^ 1 3.5" MAX. I CENTERLINE CENTERLINE ^+2"ANCHORAGE CEMERLINE �OFPANEL3 L� +2'ANCHORAGE OF PANEL4 �OFPANEL5 2 .. OFAM. td^1B5 sco-Tro I NTS 19 •72 I PGT01s0 PROmUCT W,VISED plying 1M1 IM1a Flo•itla Bulltlln8 Cetla NOA-Na. 16-0629.06 Eapl®tI.. Det 02/17/2020 By Miami-oa�evncaum cantro LOCATION 1.75" 2.Oq' o I E%iTE'WOR 3.5' 7° V 2-TRACK'FRA-M HEADBILL ASTRAGAPORINTERLOC ,� (OSEUJHERE4CLLSTE IARCHORS'ARE RE�) ASTRAGAL OR (FOR SPLICE - ASTRAGAL OR SPLICE LOCA' INTERLOCK+I CONDITION, USE INTERLOCK --[IF NEEDED 4DIAG. 'CLUSTER DETAIL) CENTERLINE 1.76' 3.5" DIAG. z9EXTERIOR 7" 3.5°E%iERIOR ,T1, 7• V 2hRACK P-' RAMS HEAUISICL `� 2-TRACK FRAME HEADM" "ASTRAGAL OR IUTERLO@7< Cai ASTRAGAC'DR INTERLQC /}1(US_E-WyERE15 CLl;�TER ) .�L(USEWHERE'B CLUSTER.II C Oft5'ARE REQUIRED, 5° AdCF146S91REJiEQUIREOrr'fb°) ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTE.RLOCK-�IF NEEDED INTERLOCK +I CONDITION, USE CENTERLINE I OENTERUNE I "CWCLUSTER DETAIL) *14 SeASTRAGALORINTER 8"4.08•E%TIE�RIOR 7EXIETT'WIORG. - v 3-TRACK FRAME HEAD/SILL V AA$TRAGALORINTERLOCK K (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C4') ANCHORS ARE REQUIRED.'C5') ASTRAGAL OR ASTRAGALOR I(FOR SPLICE INTERLOCK- i CONDITION. USE CENTERLINEI 'C6' CLUSTER DETAIL) 3.5" (- 2.047 Ti 2.04" 4°DIAG. FMERIOR EXTETT7IRIOR 4-TRACK FRAME HEADISILL V (ASTRAGAL OR INTERLOCK OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED. 'CC) 4-TRACK FRAME READ/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, 'CT) fE O AVIILN 6' DIAG. ON 2.04° 2.04' EXTERIOR 21' MAX. J D.C. 2.04' 21" 5.64" MAX. O.C. 6' MAX. ASTRAGALOR SPLICE LOCATION INTERLOCK-1--IF NEEDED CENTERLINE 3.5' I�— F- a a' 6"DIAG. FRAMEJAMS ANCHOR PAIR ANCHORS MAYBE INSTALLED _ EITHER IN THE EXT. OR INT. TRACK(INT. SHOWN) 5.64' Igr4 3.5' 3.M EA 3-TRACK FRAME HEAD/SILL 1 6° MAX. (� ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6^) 3-TRACK FRAME JAMB ANCHOR PAIR (FOR SPLICE ASTRAGAL DR CONDITION, DO NOT INTERUCFNTFRRNF� USE THIS DETAIL) FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION 2.04" 6. I EXTERIOR 14 4- --4 3.5- F.— - -'- 4-TRACK FRAME HEAD/SILL (d ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6°) WITH & WITHOUT SPLICE CONDITION ,,, m 1 NTS 1 10 d 22 1 PGT9130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. NOAIlo, 16-0629.06 EARimticm 0a10 02/1712020 a miam ro a=E camrol 2.04' 2.04' INTERIOR 2.04' INTERIOR *4' NOTES: I - IN'RM INTERfm 7°1. ALL DIMENSIONS SHOWN 4' DIAG. 8.94' ARE BASED ON MINIMUM 612' 4'OIAG. 6.1T 3.5' 3.6'ALLOWED. INTERIOR 7' INTERIo 1 INrewOR 1 2. DETAILS DEPICTANCHOR INTEROR QUANTITY AND SPACING, 0 3. " 90° 3. EXTERIOR AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5' 4- 3.5' 4' 3.5' R-.1'ANCHOR - 1.04' EXTEwoa 2.04' T' 2.04' EaiFnIO 4� 2-D4' 7• 6.94- EX RIOR 90°CORNER 90°CORNER 135-CORNER 135°CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE S ORS CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 50R6 CLUSTER OFPANEL ANCHORS ARE REQUIRED,°J ANCHORS ARE REOUIRED,'CB') ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED.'C6') 8' '*2°ANCHOR 4.0 INTERIOR *7'4* EXEEXTERION4.08' '*1°ANDHDR 2.04' INTERIOR 4' 3.5' 4'OIAG. 90° 7" 9.5" CENTERLINE ExOF PANEL .6'+3-ANCHOR 4.08" 7'5.37 .. CENTERLINE 204'. 3.4' OFPANEL 4'DIAG. EXTERIOR EINTERIOR ON '+T ANCHOR 3.5' 7° EXTERIOR ALL 7„ 90°CORHER 13 FRAME ER n VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V L-CENTERLINE (°CB ANCHOR CLUSTER REQUIRED ("O6'ANCHOR CLUSTER REQUIRED f OFPANEL ATALL3-TRACKCORNERS) ATA3-TRACKCORNERS) 4-DIAG. 2-TRACK FRAME HEAD/SILL LL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12' INTERIOR 2.04' 2.04' .12' 3.6° I ` 4. EXTERIOR . 5.88, (CENTERLINE INTERIOR OFPANEL PRODUCT REVISED IMEwoR 135° + as c mPTyen9 wli6 M. Duddz 90 I 3.6' " 3-ANCHOR eC iu 1 4- 7• 2.04° NOA-No. 16-0629mO6 ! _ EXp6u6Rn octe 02/1T/2020 6.12" 4' 6.12' 3.5' e %' EXTERIOR 406' Mlum U ud ConVo 2.04' 3.5" 4° 4°DIAG. 3.5' 3.5' 1 E%IERIOR T' EXTERIOR 4- 204' CENTERLINE 90- CORNER 135- CORNER �OFPANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL CET ANCHOR CLUSTER REQUIRED C- y ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT _ AT ALL 4-TRACK CORNERS) AT ALL 4TRACK CORNERS) (3-TRACK SIMILAR) 1J141ELIINOtO3Y0/llVE ANCHORAGE, EXAMPLE CLUSTERS ..: M YE1L'LE FLWiS 1'% l �. fsrTN4Of�o SERIES 770ALUM. SGD-LM IMPACT •+. ALYNNMp3Ff1, P.E. -rtRr. oEXurxrmzu sco-n4 NTS 11 22 JRnIdidfl PGT0130 B Pfrsmas u...e INSTALLATION DETAILS EDGE DISTANCE: 1 SEETABLEA, SHEETI - Ex1EWOR 2-1Hfi"•114" a o rMAX 1 SHIM ExrEROR SEE TABLE A, o I � /� d SHEET 1 2X WOOD WOOD ANCHORTYP., TYR, SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET, ®2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2XWOOD SEE AN*iNOTE TYP., SEEANCHO & TABNOTE 3, SHEET 1 SEEANCHOR NOTES,SHEET 1 (1/4"MAX.)E%TERIORESEE TEMBEDMET: S, SHEET, ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEETI 'I TANCE: 2)C WOOD BLEA TYP., SEE ANCHOR ETI NOTE 3, SHEET KT2 &TABLE A, SHEET - ExTET1RIOR V 1/4°M7AX. SHIM EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: SEE TABLE A, SHEET, 2-1116- 1/4' MAX. SHIM TYP.,SEEANCHOR 4 SEEANCHORNOTES NOTE3,SHEETI &TABLE A, SHEET ®3-TRACK FRAME HEAD Bw WOOD INSTALLATION WOOD ANCHOR TYP., 2XWOOD R SEE ANCHOR NOTES-7 TYR, SEE ANCHOR SEE & TABLE A. SHEET I/ NOTE3,SHEETI ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) F ERIpR 2-7/16"' EDGE DISTANCE: �^ SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET i e3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET I 62 EDGE DISTANCE: 2XWOOD SEETABLEA, TYP., SEE ANCHOR SHEET NOTE 3, SHEET 1 2-iH6- WOODANCHORTYP.. SEE ANCHOR NOTEB & TABLE A, SHEET 1 ExrEwaR 1I4"MAX. SHIM -11-- EMBEDMENT: SEE TABLE A, SHEET I MIN. OF 3 THREADS BEYOND EDGEDISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 2-1/76"' NOTES: 1/4' T. ALL DIMENSIONS r MAX. SHOWN ARE BASED RTERIOB 1 SHIM ON MIN. ALLOWED. a 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, METALTYP., SMS ANCHOR TYP., SHEET 1. SEEANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 4-TRACK FRAME HEAD DIAGONAL O.C. IS MIN 4' (HEAD & SILL) ai METALINSTALLATION OR6°(JAMB)SEE SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11. SEEANCHORNOTES SEEANCHOR &TABLE A, SHEET NOTE 4. SHEET SEE N. OF 3 THREADS ND ANCHOR "=i7 B�TME METALS SUBSTRATE NOTF fi — R tl I� III SHEETI EXrEmoRl EMBEDMENT: SEE a TABLE A. SHEET 1 2-1/I6" EDGE DISTANCE: SEE TABLE A SHEET 7 4-TRAOK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A. METAL TYP., SHEETI PRODUCT REVISED SEEANCHOR F mpl In witk the Fiotlaa Builalnp NOTE 4, SHEET 1 16-0629.06 NOA-No. _ eapim0on Dam 02/17/2020 SMSANCHORTYP., 0 SEE ANCHOR NOTES MYnm ro uc nntro & TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE `` pq LYNN .IU/����p Ex ERIOR METAL SUBSTRATE 1-- 1 /4' MAX. SHIM ; it i NE, 56405 44RACK iw METAL INSTALLATION FRAME JAMB 12 -22 1 PGTO130 I p I Rll4m7as INSTALLATION DETAILS EMBEDMENT: SEE TABLE A SHEET I EMBEDMENT: SEE TABLE A SHEET 7 NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE SEETABLE 'SHEETI SEE TABLE A, SHEET? SHOWN ARE BASED I TABLE A, SHEETI CONCRETE CONCRETE PER TABLE PERTABLE PERTABLE _2.1/ty- ON MIN. ALLOWED. A, SHEET 2-1/16'• 2-1/i6^ A. SHEET 7 A, SHEET 1 1/4• •DIAGONAL O.C.IS EXTERIOR P'. t..,..,; ♦' ';.1 SHIM OR 6-(JAMB)SEE MAX LL) EMBEDMENT J J. 7/4' XE TEfnOAll 1/4, OR �( DETAILS, SHEETS SEETABLEA MAX. a MAX a I 10&11. SHEET 1 SHIM SHIM PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR. PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES& ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET 7 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET i TABLE A, SHEET I �TRACK FRAME HEAD 4-TRACK ME HEAD ''�Ac 3CONORETE INSTALL'ATIDN B®a CONCRETE I STALLLATIO14 � CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 7X CONCRETE ANCHOR TYR, PROPERLY SECURED IX CONCRETE ANCHORTYR. PROPERLY SECURED IX SEE ANCHOR NOTES WOOD BUCK TYP:, SEE SEEANCHORNOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I TABLE q SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET i SEEANCHOR p SEEANCHOR — SEE ANCHOR NOTES, SHEET J1 NOTES. SHEETI NOTE 5. SHEETI 1(V4'MAX.)� 1 (1/4'MAX) (1/4'MAX) 1 I t LXIERM Q1ERrOR •e. EX MOR CONCRETE 24116" 24/18" PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEETABLE A SHEET I PERTABLE SEE TABLE A, SHEET I PER TABLE BEE TABLE A. SHEET EMBEDMENT: SEE TABLE A, SHEET I A. SHEET EMBEDMENT:SEETABLE A.SHEETI EMBEDMENT:SEETABLEA SHEETI MSHEET1 TCONCRECK RAMEINST'SillALLL ® CONCRETE INS SILL jCONCRETErllJSTACL'ATI N Ec CONCRETE INSTALLATION SILL Fc CONCRETE INSTALLATION 8 CONCRETE INSTALLATION _ TABLE A, SHEET ET I TABLE q BHEET 1 MI. I--L EMBEDMENT: SEE TABLE A, SHEET 1 .�1 EDGE DISTANCE: •- EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, EMBEDMENT: SEE CONCJCMU ANCHOR ri SEE TABLE A, JX WOOD BUCK TYP., SHEET 1 SHEET PRODUCT REVISED pl In IN the Fl.dd. amiamDe TABLE A, SHEET I TYP.. SEE ANCHOR F=7 • • EDGE DISTANCE: NOTES BTABLEA __ SEE ANCHOR NOTE 3, SHEET NGA-N. 16-0629.06 PROPERLY SECURED ` 1X WOOD BUCK5• SEETABLE A, SHEET7 2-7/i6" _ Raplmum Dam 02/17/2020 SHEET 1 SEE ANCHOR NOTE 3. QONCJCMU ANCHOR ;: 2-1/18" DY SHEETI TYP., SEE ANCHOR Mmm-0 v I 'i 2-1118' • PRCPERIV SECURED NOTES & TABLE A. CONCJCMU ANCHOR 1XWOODBUCKTYP., SHEETI CONCRETE TYP., SEE ANCHOR SEEANCHORNOTE3, CONCRETE OR CMU NOTES & TABLE A CONCRETE SHEET7 OR CMU EK MOR PER TABLE SHEET7 EXTERIOR � OR CMU •• PERTABLE `• ASHEET7 ' 7LYNA ,yI,Sji Ex1ERIOR TT I V 1/4' MAX SHIM 'I:'— PER TABLE TT'II 171/44MX.SHIM —II--- " A SHEET 1 `.J 'r'O'\'y�retSE `� A,SHEETI 1/4'MAX SHIM F— '2-TRACK FRAM °AMB 3-TRACK FRAME ®e JAMB ®4-TRACK FRAME JAMB - ": tJu.59T05 e,e1 CONCRE ICMUINSTALLATI N CONCRETE/CMU INSTALLATION m CONCRETE/CMU INSTALLATION = p [ .. 1 forolFrnxoWGYotsva ANCHORAGE DETAILS O t/ q: m.. (Bx}IB61690 SERIES 77G ALUM_SGD-LM IMPACT u c, o-wr.'aivpp�aalFrCT lies 'p�,t o..,n _ ..-_. cmr.eFumcosse scnrnt MS 13 -22 PGT0730 B slDos FRAMEJAMB REQUIRED AT ALL I INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP„ INFILTRATION 0 o SEEANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEETABLEA, (ALSO SEE TYP. SHEETI 2e I ILLUSTRATION, SHEET 9) A, SHEET 1 \/ EMERIOR --I PHOOK WOOD ANCHOR TYP., P-HOOK SEE ANCHOR NOTES CONCRETE OR & TABLE A. SHEET? CMU PERTABLE ALSO SEETYP. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGEDISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS#18 #20 #22 OR#24, WOOD INSTALLATION _ EXTERIOR MOUNT SHOWN (SEE TABLES IA, 2A& 3A MAYALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION NOTE 4. SHEET 1; EMBEDMENT: SEE MIN.OF3THREADS TABLE A, SHEET BEYOND THE METAL SUBSTRATE EMBEDMENT: SEETABLEA, SHEET 1 CONCJCMU ANCHOR TYP.. SEE zs ANCHOR NOTES & TABLE A. SHEET 1 1-1/4MIN. EDGE DISTANCE F EMOR J�L P-HOOK MOUNTING ADAPTER CONCJCMU ANCHORTYP.,SEE ' " "'•" "''•-'' - ANCHOR NOTES & TABLE EMBEDMENT: SEE A,SHEETI TABLE A. SH6ET1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) FOR USE WITH ANY SILL RISER SP-HDOK PARTS#18 #20 #22 OR#24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA. 2A& 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER SMS CMUPERTABLE TABLE A, SHEET ANCHORTYP.,SEE A, BHEETI 1 ANCHOR NOTES &TABLEA.SHEET7 EMBEDMENT: (ALSO SEE TYP. EMBEDMENT' ILLUSTRATION, SEE SHEET SHEET9) DISTANCE: SEE i A. SHEET _(,..,..• -' P-HOOK MOUNTING ADAPTERCONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A. SHEET (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 1.1/4' MIN. EDGE DISTANCE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TAKES 1-3. SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. P-HOOK SMS ANCHOR TYP.. / P-HOOK CONCJCMU /T ExIERIw< NonNo. 76-0629.06 SEE ANCHOR NOTES— Ea1�RIOR J &TABLE A. SHEET ANCHOR TYP., SEE Eaatm#on Date 02N712020 ANCHOR NOTES & TABLE 9 (ALSO SEE TYP. 2.693' MIN. A, SHEET 12.693" MIN. Mra�n' maocl con ro ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) 6 P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX S ILL RISERS1�1j PARTS #18 #21 #23 0R #25, SPARTS 019. #21. #23 OR 925, \?� qy LYNN A" 11, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT J :' k {, FOR WATER RATINGS) ONLY FOR VIATER RATINGS) ONLY =i;: Na. 5070/5 ' " pvtAi M v6MCE M9b6 T,C�'.,F(Oft�D?: ' l{j� MPACT I R.kE FLY 5=5 G.E m z,�PG70}30 BA60N6 JR fN1M14 ��'�� __ CON FIG., EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION �DETAILS'AW &'Ae,� SHEETS 12 & 13 NOTES: ) 1SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS S-8 FOR MAX PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. EACH LOCK&ETILESAT LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18: INSTALLATION DETAILS 'OW &'DO, SHEETS 12 & 13 X 1-11T SMS PANEL CORNER DETAIL MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES id WIDTH INTERIOR S% IOOR 90. PANEL PANELr PANEL CORNER DETAIL'N2', TYPE SHEET I9&CORNER TYPE OS'lCTYPE ANCHORAGE SHEET II NOM. MAX UNIT MAX MAX HEIGHT IMERLOCK DETAIL PANEL ( WIDTH TYP. DLO PER 'M', SHEET I9 1EIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE2 TABLES Id 13 JAMB DETAIL'GY, SHEET 1:418; INSTALLATION DETAILS �X X 'GW &'Gc, SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH -T' L 77—�— [� L<:j—1 80° DLO HEIGHT = DOOR UNIT HEIGHT-10.126" EXAMPLE: 90' INSIDE CORNER 4 PANELS - XXIXX PANEL HEIGHT =DOOR UNIT HEIGHT -1.888' STRUCTURAL POLYIEOBUTYLEN WITH DESICGM FXi. 08 /// S FRAME CORNER DETAIL PaRB Description MaMrial 124 KolnlneTlin945GTPSSpacer system see this 726 Ouene% Super Spacer nXTwan Hot Men Butyl Shael Tar 128 lQuanex Dumeal Spacer Maledais 127 lCardInal )L Edge Spacer rlcrenrnwl., ,--,o. r,� ............... STRUCTURAL SILICONE 1/4•NOM. FOAM WITH DESICCANT ECT. GLASS/ 4,(/v �)W.GL Eh; C(U,- INT.GLASS na KODISPACE 4SG TIPS us SUPER SPACERONXTT" ALUMINUM REINFORCEMENT POLYS0. DESICCANTFILLANEA BUTVLENE SNB'NOM. A�WOM. S NEBmvswcorve SEALME11 ROLL-FORMEDFOSTAINLESS STEEL EM. GN59 EXT. GLASS W/,/ INT.GLAGS Y(k/ LINT. OLASS fw DURASEA_�® SPACER 1[+ XL EDGE'"SPACER RIES 770 ALUM. SGD - LM IMPACT ere.= wo-sm NT5 16 +22 Po70130 PRODUCTREVISED .a...a emlewith the lla lda WhileNo".. 16-0629.06 6Plromn Dam 02/17/2020 By 1 n>:amwaayvaaect cemroT A. LYNN MILF RE FIXED JAMB DETAIL'132', SHEET 18: INSTALLATION DETAILS'GW &'Gd. S S12&13 ASTRAGAL HEACERDETAIL'A', SHEET DETAILS'L1' & 18; INSTALLATION DETAILS L2, SHEET 19 'Aw &'Ae, SHEETS 12 & 13 HEET PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE ,R. .L. .O. .A• MA / NOM. PANEL A UN HEC WIDTH TYP. / / SEE PE TABI DLO PER NOTE 2, 7- HEIGHT S TABLE1-3 SHEET 15 a a D Ealea EneY 111.IR WIr1TH 'G3'. SHEET 18; ;w &'Gc', SHEETS 12 & 13 MAX HEADER DETAIL'A•, SHEET 78; DLO JAMB DETAIL'M'. SHEET INSTALLATION DETAILS'Aw &'Ac', WID /�18; [INSTALLATION DETAILS SHEETS 12 & 13 T "'G ( w &'Ge. SHEETS 12 & 13 90. \ \ 1 E%1E IOR INIEWOR PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPEKE 'M. SHEET I9(. TAN •CS' YJS' Imo'90. OUTSIDE CORNER UNIT HEIGHTHi DETAIL'N1', SHEET 198 SILLDETAIL NOM. ! PER CORNER ANCHORAGED', SHEET PANEL SEE TABLESSHEET it ES 78; DLO WIDTH TYP. PER NOTE 2, 1-3 IN1Ealoa INSTALL DETAILS HEIGHT TABLES 1-3 SHEET IS l-, E%TEaIOR Dw 8'DC, SHEETS 12 X Li - WIDTH TYPL 813 X PERTABLES L 13 - I MAX. UNIT WIDTH 1 "SEE FRAME & 1 SILL DETAIL'0', SHEET 18;-, 1 - MAX. UNIT W8)TH' PANEL CORNER CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS gyp&'De', EXAMPLE: 90°OUTSIDE CORNER -XX/XX (2-TRACK) DETAILS SHEET 15 Z-TRACK ,./ SHEETS 72&13 JAMB DETAIL'))', SHEET 18; ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'Iw& L2, SHEET 19� ,..� INTERLOCK DETAIL'M'. SHEET 19 'Id, SHEETS I2&13� r�HEADER DETAIL 1 JAMB DETAIL'H2', SHEET P-HOOK DETAIL T&W. SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS VV. W&'He. SHEETS I2&13 'Jd,'KN&'Kd, SHEET IA MA) HE I TA B, SHEET 18; '•..� HEADER DETAIL'C', SHEET INSTALLATION JAMB DE17AIL•12. SHEET 18; INSTALLATION 18; INSTALLATION DETAILS DETAILS'Bw &'Bd. •� DETAILS'W &'Ie, SHEETS 12 & 13 'Ow &'Cc•. SHEETS 12 & 13 SHEETS 12 & 13 - PANEL PANEL 1 TYPE TYPE TYPE M17 .1 ,F UNITGHT NOM. PANELR WIDTH TYP �gSS / / ILES -3 MAX. DLO SEEPER NOTE 2, TABLES 1-3 gLy HEIGHT SHEETIS L D X X X EXAMPLE: OXXXD SILL DETAIL'E', SHEET IS;- (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'SO &'Ec'. SHEETS 12 & 13 fFpT WAUINR9Dp Imo- MAX. UNIT WIDTH PANEL PANEL ANEL PANEL TYPE TYPE TYPE TYPE 'M'. 'F' IF 'P NOM. UN [SHEETIE PANEL HEI ! / WIDTH TYP. / P EE OTE p MAX. DLO PER TABLES 7-3 TAB 1 HEIGHT 0 MAX GHT ER PRODUCT REVISED comp IN the Florida DWlalne Coo .0,-No. 1&0629.Ofi IT Expiration Cnto=17=20 LES Miaml- a uct cent J EXAMPLE: XXXO SILL DETAIL'F, SHEET 18, INSTALLATION DETAILS (4-TRACK BY-PASS) .�.&'Fe, SHEETS 12& 13 t iv _. ,_; 1 °.<w EXAMPLE ELEVATIONS SERIES 770ALUM. SGD-LM IMPACT ALYPNEY6N58705 t mNTS a+1e6 u+xu B2-F1-aro PANEL'S RIGHT STILE TYPE PANEL SWG E SWGE FIXED LOCHS E ASTRAGA ASTRAGAL ABO%IN LCCKSMLE �WIINEft WMER � 136RECEIVER INtfJ6CCK INTERLOCK STILE WIHAIDLE BOX OUT 00%Ix B0 OU WIHANDIE WIHA M 90 W/HANDLE 90 LOIX LE WIHANDLE 90 RECtNER W/HANOLE 0UaIVER wrNAy'M�L4E,!{ gO RECENER �R wINNN[ILE WIHAIDLE TYPES CUT W B *IlA120 U31 N31 A119 AS1 A110 AAI'(/ �1 INiEX F PP K TR TQ TC TA TV TW �- OUT M1OKO O INTERLOCK 8 E P A C C /C SQ Sc SA SV SW IN InaKmm f ei` RR R S S FC FV FW "IXRR p�a Dro w E D M A"IIo rn«Pun xe'" aBO%OUT I LR PANEL NOTES, wr HANDLE DOXNO —1. SEE DP TABLES I-3. SHEETS 6-8 FOR PANEL SIZES B DESIGN PRESSURE. �L/ ASTRAGAL BOX W / V (� LEFT LI INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF LLI Wr H4NDtE eeOnl J PANEL PANEL ARE NOT REQU IREO FOR ANY CONFIGURATIONS MEBIOE AND ARE NOT AVAILABLE. F ASm,ACAL Trluu.— STILE STILE Tn BOX CUT r9OKeM(#51), 3.90- ASTRAGALS TO USE HEAVY-DUTY STILES CORNER RECEIVER(#118) AND EITHER EXTERIOR (#N9)ORINTERIDR (#120)CORNER PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES ANDLL A5IRAGAL T aOXIx meew APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J 4.135-ASTRAGALS TO USE HEAVY-DUTY STILES INTCORNFN RT Cl90LOGKSRLE (#61) AND CORNER ADDON(#31). J W/HANDLE Alzo232w SILL RISERS OPTIONS 1-� .232' El(TCORNER Z Q D_ N LOCKSTILE WIHAADLE W110 QT 05 I '�I�131' R I`.23T EXTEWOR EXTERIOR .O6Y SEW —OR I a .O6Y a 9.OSS '� 3.305' a EXTCORNER SO RECEIVER WI HANOIE A„B ^T /C ^^ CS INi coNER AB, 9BRECEIVER AT ASrT 15, 0b2' 1 1 1 w/HANDLE y g PRODUCT REVISED as PI ing with the Florida SILL RISER FLAT• SILL RISER. FLAT SILL RISER. FIAT SILL RISER, FLAT Building �etle 10 24 16-0629.06 GLOW, OMEDIDM 611E wcoR WRECEIVER CF FLUSH. 1-02" 2-12' 3-1/4' HIG�4' NCA-No. .TfiO' Expiration Date 02/17/2020 I+ EMERIOR B 751Y E%TER100. a .GOY MIamL-0atl rotluet ConHol _ 3. ECE, ER WRECENER WlHwixotNSK p0 VT VS VF IBB RECEIVER 0' WT WS WF EXTERIOR E%TERIORI a-1 .OBP COWWIHPIIOIE `` 1 RISER, 607. SILL RISR BOX 23 MEDIUM, 31 4'SILL RISER, X 23 HIG,SILL 4 ER. BOX " 55p;>p5 ,0' 21 LOW 2-1/2'BILL 'y;;. FLUSH 110 ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS T'l u PANEL TYPES `` w rom$aManGym. K VEMCE FL3f21ri SERIES 770 ALUM. SGD-LM IMPACT la.o. a. f010ABa1bm C T..WAN Aades ® 0.LTRE P.E. If Sams PE If Sams 6G0.110 NTS 17 +22 PGTD130 _ B JR i ,ml, — ASSEMBLY DETAILS (SEE SHEETS T2-14 FOR FOR INSTALLATION DETAILS) DF JAMB G3 Ot FO OR al 2-TRACK JAMB 2TRACKJAMB (SHOWN WITH OPERABLE I6°LONG WIRETAINERp106 MIDSPAN (SHOWN WITH PANEL) I FIXED PANEL TO nnE%IEMOR 103 �6 g1aT-111 THE INTERIOR) .V 113 ;I. TEMOR 112 (o CA w !-TRACK JAMB 2-TRACK JAMB :LIP NBO OR (105 51 s9 WISCREEN W RETAINER H123 SHOWN WITH =1XED PANEL TO THE EXTERIOR) U �E%IERiOR SHOWNWRH ®2-TRACKW/SCREEN OPT. SCREEN A FRAME HEAD TRACK IX� 2-TRACK W/SCREEN O FRAME SILL ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES id, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE. LCCKP T5 6101+11 17 a OR 61 16 5 s SEE DETAIL Gl FOR FIXED so PANEL CLIP i36 io i SEE DETAIL G2 103 FOR FIXED 5 eu ORM PANEL CLIP 103 5 a 17 J LUTERIOR �OR61 �E%TEMORnEX1EMOR V4-TRACKJAMB V ERI�fl 3-T-/TRACKJAMB 3-TRACKJAMB 4-TRACICJAMB ®(SHOWN WITH H1 OPERABLE PANEL) ®(SHOWN WITH ®(SHOWN WITH H9 FIXED PANEL TO 11 FIXED PANEL TO ®(SHOWN WITH If OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) EXTERIOR a 4-TRACK MAX. UNIT C FRAMEHEAD HEIGHT PER TABLES 1-3 69 69 EXTERIOR E RKR T20R TJ T20RT3 9 10 11 fl 113 113 5 5 �3-TRACK 4-TRACK FRAMESILL F FRAME SILL an e tamlEwwlperow� VERTICAL SECTION DETAILS N VEVFE-F191T19 SERIES 770ALUM. SGD - LM IMPACT a a CERI.O£AUM. i1ID99 6GD•Tm NTS 1 fe a 22 PGT0190 EapimUon Eato02H712020 ey � Miam, n uc Con I FOR INSTALLATION DETAILS) EMERIOR T —BRIOR II di I I I II 9B° M WITH STANDARD TILES#60 %WITH HHEAW-DUTY ST EN1S#61 2TRACK SHOWN NER OUTSIDE u EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 4 INTERIOR 5 c > 11 135° 14 81 32 103 I1 E ERIOR 11 E �J T 136 INSIDE CORNER WTRACK SHOWN 135- OUTSIDE CORNER 01 2-TRACK SHOWN CE ..oiANN.`MsW scam QINTERIOR INTERIOR 5 11 I 90- INSIDE CORNER N2 2-TRACKSHOWN 4 INTERIOR 19 • 1 I PGT0130 (-k)INTERLOCK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM 960 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. PRODUCT REVISED as plying with t5p Fl.,Id. 0.11ding COEe ND .. 16-0629.06 Eepira0aa Data 0211712020 Item p cT# PGTN Description i 17308 al KM 2-TRACK HEAD 2 113N 6IM0 2-TRACK HEAD WRN SCREEN ML 3 inn B13S09 &TRACK HEAD 4 1T312 617312 4--TRACK HEAD 5 1rJ14 Bi7314 FRAME SCREW COVER 6 fM17 Bf7317 FRAME HEAD}JAMB ADOON 7 173M 0173N 2-TRACK SOL 0 17MI 017301 2-TMCK SU WRH SCREEN FAR 9 1T301 B1T301 &TRACK ELL iD 11310 SIMID 1-TRACK SU 11 17313 6IM13 FRAMESILLTRACK INSERT HE fiSO 617315 FRAME SPISCREEN AODDN(SEENOTE3) 13 17315 BR310 FRAME SILLSCREENMDAODON(SEENOTE3) 14 1T305 61TSO 2-TRACK JAMB 15 1T302 017302 2-1PACC.L4MB WITH SCREENMil 10 11301 BIT308 &TRACK JAMS 17 17311 617311 4-TRACK"0 10 1T3U 91T322 SLL ROM -FLAT, FLUSH, t-1/2' 19 ti319 011319 SU ROM -BOX RUSH, 14ff 2D MI DIT321 SU ROM FLAT, LOW, 241 21 17318 B17318 SLL ROM -BOX LOW, 2-10 22 9365 617355 SM. ROM -FLAT, MEDIUM,&114' 23 t]354 817354 SILL ROM -BOX MEDIUM, 3-114" 24 7323 617M SILL RISER -FLAT, "ON, 4' 25 IM0 617320 SRL RGER-BOX HIGH, 4' 25 1T333 011303 POCKETPAOOK 27 1U70 67070 NEOPRENE BULB WSTP EGA PNOOK 2B 9334 6D3]4 POCKET PAOOK MOUNT 29 11335 011335 P1100KCOVER 30 1111B 017345 POCKET PNOOK FOR BOXRISER 31 173M 617378 135CONNER 32 II376 517370 1135 FO£D MOUNT REMS 1 9 PRE SCREEN PARTS: 40 4319 BIN SCREEN SDE RAR-LOCKSTRE 41 iLOCKWOSK SCREEN LOCKSEr 42 41816 SCREEN KEEPER SEASON SET 43 91M 08152 SCREEN INTERLOCK ADAPTER 44 444 M26 SCREEN DOUBLE NTERLCCK 45 4317 e12255 SCREEN TOP MIL 49 4313 012257 SCREEN BOTTOM RAL d} Dee isRA2 STANDARD ROLLER 46 ma 7MAX STANDARDROLLER-a SM 49 43d4 643d4 SCREEN ASIHAGAL SO 17ND 61T319 OM) SCREEN ASRSAGALAGAPTER 51 IM 61692 IsCAOTR SPLINE-.18Y 52 1696 61694 ISCRkEN SPLNE-.150• 53 01816C23 BCREMX1CLOTH 54 17 5 112'X4•11V SEE. BLOCK, NEOPRENE 85+16 55 17M 1 11-X4-X1/16' SLL BLOCK, NEOPRENE 951/6 Ilem DPGTa.# PGT#, Description 60 17325 617325 PANEL b-i1LE 61 IM26 617326 PANELSRLEMMVYDUM 62 113Z1 I 6173V INR:RLOCK ADAPTOR (C 1225 BTP246 V L-u-WSIP.-THN(NSOE NTERLOCK) 64 1729 }f729 SILLEND WEATHERSTIUP PAD 05 17326 IHZ320 NTERLOCK SCREW COVEH 67 13329 011329 MTRAGAL " 6B 17339 6fi339 HEAVY DUI& ASTRAGAL 69 1732417M444 TOP B BOTTOM RAL]0 173W0 WEATHERSTRP EXTENSION INJECTION MOLDED) 71 1695 1-1P Xi' AWC HGN FN SEAL DUST PLUGS72 INS)X TANREM 6T. STL ROLLER ASS&. 73 810N TANDEM NYLON ROLLER ASSY. 74 NE DOWA99, M"5 OR OE-POV BIBSX GEMNI MORTICE 3PLY MAL LOCKW/IANG TRM PLATE }B FPFX M032 X V R. SS SCREW W/ TYPE'F TIP 9 1032 STEEL ZINC UNUT i9 1735T7 PIS BEAD 173599 7/16"BEAWFIDEOPANELCLP 81 "17360O 9/18-BEAD 82 122A 3TP247K VNYLSULBWEATHMSTRP 83 01745 1745 LOWS NC, VTXIIIT SGL SIOEAURTAPE, POLYETH. ISO 6052 48052 ROVER ACT HOLE PLUS 10f 72087 .AMB BUMPER 102 1890 7106 DUSTPLUO 103 Dim )BIRO% 1'KEEPER 1G1 663 7SDKEEP SCREEN LOCK KEEPER 105 11344 817N4 FIXED PANEL CUP -BLONG 106 17352 81T352 FOEOPANEL RETANEA-9'16' W] f139 T17I9 HANDLE KIT- NTERIOR RAISED WRIT THUMB TURN 108 1740 1 11140 1P,NVE KIT-MISED E%IERIOR HANDLE IRS 1731 76tWN HANDLE Kff- RECESSED NTERIOR WM THUMB TURN 110 1732 181i0 1 HANDLE KO-RECESSEDEXIERDRPULL 111 11 DXMPPSDPX k10 XY4" PH. PN. TEK- S.S. 112 1235 875IS W61P, 27O 1.11D-FN SEAL 113 1T12 64MB dBT"X.230'FNSEAL 114 71DX115PPX InluX1-12- 115 710tlWPi 1#10 XP 118 ]2" kid20X1"S.B. 117 72OX111X k144:0Xi-12"6.& 11B 1]336 61T338 900EGREE CORNER RECEIVER 119 17337 611337 "DEGREE OUTSOE CORNER ASIRPAA` 120 17338 611T336 W DEGREE INSDE CORNER ABIMGAL TO 17352 011S52 F0E0 PANELPETAINER, ]/8' SGN..71D I NTs 120 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-19, 56-59, 66. 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS Q 24' MAX. O.C. 16-0629.06 Baplra0en Date 02117/2020 B SH..I mtlud Central h0.080' ,I 217" 1.505" 0.081" (1)2-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.188' 1.211" 0.081' O2-TRACK HEAD W/ SCREEN TRACK (6003-T6 AL) 8.526" 1.505' 034RACKSILL (6063-T6 AL) 7.105° y 6.221• 0.080' 1, 1.506" 0.081" O3 3-TRACK HEAD O8 2-TRACK SILL W1 SCREEN TRACK (6063-T6 ALI (6063-T6 AL) 9.142" 4A9' o.oso^ -1 1.211" 1sOs• 70.081- (D 4-TRACK HEAD Oi 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 11 81.514- 0.062" 12�0" II 0.532" ----..--IIUUFF---- 0.060' 1.516" OFRAME HEAOlJAMB SCREEN FRAME SILL SCREEN ADD -ON t2 ADD-0N (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3116° MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ) 0.060" 0.760' 990" FRAME SILL SCREEN 13 ENDADDAN (6063-T6 Al) REQUIRES MIN. #10 SMS OR 3116° MASONRY ANCHORS aQ 24" MAX O.C. R X2M +I 1.872" 0.062• 1A19' 0.081° SSCREENTI 40 SLE (6063-TEAL) 5.069" 1.045' 1.993""I 0.062' 14 2-TRACK JAMB OOP SCREEN 65- RAIL T063-TO (6083-TEAL) (6063-TB AL) 17 4-TRACK JAMB (6063-T8 AL) =c m I NTS 1 21 + 22 1 PGTOf30 0.875" 993'I L 0.062" 8SCREEN °8 BOTTOM RAIL (6063-T6 AL) Bxpira6on Bate 02/17/2020 By mmm� ae and centre 0.718° �-1 (- 0.062" R 0.264" J FRAME bCOVER (6063-T6 AL) 0.080" 0.83° 3.802• 2.374' 0.752° 3.802' ---�( 0.752' 0.574" 0.796- 0.885" 163"� 0.080" 0.062' 0 233° SILL O.W5" P-HOOK MOUNTING P-HOOKSCREW zb P-HOOK xe 2g 30 P-HOOK FOR BOX RISER TRACK O OADAPTOR COVER 0.080" O (6063-T6AL) (6063-T6 AL) (6063-T6AL) (6063-T6 AL) (6083-T6AL) 2.30 0.830. 1.974' .2.44. nit u•nnlauca W148W.0801. O 135° FIXED MOUNT (6063-76AL) 3.979" 0,075" 1.696" 0.121 O STANDARD ASTRAGAL (6063-T6 AL) r1.600 .125" j &STANDARD STILE (8063-TB AL) 0.281" --I I- b6 HEAW DVTY ASTRAGAL (6063-T6 Al) ,4" 0.133' f11600 3.125' b1 HEAVY DUTY STILE (6063-T6AL) 69 TOPBOTTOM RAIL (6063-T6AL) :.739' y APB. INT� 62 ADAPTER (6063-T6AL) 1.050" 1.050' I-� 1.304 .6�1l'J1" II .485'69 41- 8BEADI(IIG.1 OO Bi LAZING BEAD FIXEOG (6063-T6AL) PANEL CLIP BEAD (6063--T6AL) (6063-T6 AL) 1 003" 03" 0.757' 0.080. 4" r 0.050" 1L 9FIXED 0.709" 2.893" PANEL CLIP 0.133' (6063-Te AL) 1.498" 1.498" D.D80" L .550° �-I I+- 1 - -1 IXED � -� V~-lull--0-.9L00' 149 FIXED PANEL 5.621' RETAINER 718" 2826. 0.080- �h-- (6063-T6 AL) 119 90- OUTSIDE CORNER ASTRAGAL FI ED PANEL L 116 90° CORNER RECEIVER (6063-T6 AL) 166 RETAINER.9116" (6063-T6AL) (6063-T6AL) colt. PFA iT]SIDe 5.621" 0.133" 4' 120 90' INSIDE CORNER ASTRAGAL (6063-T6 AL) 22 0 22 1.303• 0.325. 0.062" OINTE65 RLOCK SCREWCOVER (6063-T6AL) PRODUCT REVISED Bnplye g IN <6o FloHda ullEig CD EE NOA-No. 16-0629.06 Ezplration DaceDa<e 02117/2020 By Miami-0 duct C.W.