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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Page 1 of 3 File Co y ML , ;4 aa„ � 2 4 2019 BCIS Home E Lag In user Regktrsdan His Topics j Submit Surelarpe I SotsfiFacts ublirauons S Conratt Us B 11nlAl M1/// FlOnda ST. Lucle County, Permitting �,( lU/�/„/ USER: ubic Approval R I ED FOR qppr CODE COMPLIANCE proEuc[Pooroval Menu>produtl or Aovllra[Ion SeartM1> I-Appmve n De FL# T. LUCIE CO Application Type J'` Code Version BOCC ((�1) / Application Status BPR. Approvals by DBPR shall be reviewed and ratified by the POC ommission Jr.. necessary. Comments Archived =� Product Manufacturer PGT Industries Address/Phone/Email 1020 Technology Drive North Venice, FL 34225 (941) 486-0100 E:ty Authorized Signature ]ens Rosowski SCANNED jrosowski@p9bndustries.com BY Lucie COUf1tY TechMWl Representative Lynn Miller, P.E. St. Address/Phone/Emall 1020 Technology Or N Venice, FL 34225 (941) 486-0100 Ext 21142 lmiller@pgtlndustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method CertifcaUd)Mol Llsting Certification Agency Miami -Dade SCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard XJUI TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Data Submitted 09/25/2018 Data Validated 10/15/2018 Data Pending FBC Approval Date Approved 10/22/2018 t-. .//.........+'l_.*A.>l.rraAinrr nrn/nr/nr nnn dti asnx7naram=wGEVXOwtDqu3mwFVZ35V... 7/22/2019 Florida Building Code Online Page 2 of 3 Summary of Products FL ft Model, Number or Name Description 243.1 CA-690 fixed Nan.ImPact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes 743 R21 C CAC 1]061413 od/ Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2023 Installation Instructions Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) 42 R21 II ll061413 tl! for 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: 243.2 CA-740 Fixed (Large Misslle Impact) Aluminum Fixetl Window usetl with cesement/Awninq Limits of use c.ndfica l.n Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL24.3 R21 C CAC 17061415 oil Contract Expiration Date Impact ReslstenU Yes Design Pressure: N/A 04/1ty 0ssurance 23 Installation Instructions Other: Please see the Mlaml-Dade County Notice of Acceptance INCA) FL243 R21 11 17061415.od! for 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: 243.3 PW - 220 Nan -Impact Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL293 R21 C CAC 17061405 odf Qoallty Assurance Contract Expiration used Impact Resistant: No Design Pressure: N/A 08/18/2021 Installation Instructions Other: Please see the Mlaml-Dade County Notice of Acceptance INCA) FL243 R21 II 17061405 df for 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: 243.4 PW -620 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use autside HVHZ: Yes FL243 g2l C CAC 17061410.00 Contract Expiration Date Impact Resistant: No Design Pressure: N/A 0uality 0ssurance 19 Installation Instructions 71 Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL24 I R21 11 17061410.odf for product performance Information, anchorage details, and anchor type, Verified By: Mlaml-Datle BCCO - CER size, and spacing information. - Created by Independent Third Parry: Evaluation Reports Created by Independent Third Parry: 243.5 PW - 720 (Large Misslle Im aa) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes '+ R7+ r CAC 17061411 odf Zpl9urance Contract Expiration Date Impact Resistant- Yes Design Pressure: N/A 02/1 /9 Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R21 II 17061411 df foranchorage details, and anchor type, ,rands[ performance Information, g Verified By: Miami -Dade BCCO - CER size, and spacing information. size, Created by Third Party: Reports Evaluation Reports Greaten by Independent Third Party: 243.6 PW - 820 large Missile Impact) Aluminum fxed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL243 R21 C CAC 17061411 odf Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: N/A 02/19/2019 Installation Instructions Other: Please see the Miami-Datle County Notice of Acceptance (NOA) FL243 R21 11 17061411.0of For 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 243.7 vW-5420 (Non-Im act) yl Fixetl Window Limits of Use E". rtlllcaUon Agency Certificate Approved for use In HVHZ: Yes Approved for use outside HVHZ; Yes FL243 R21 C CAC 17061408.vdf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: N/A 04/30/2D20 Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R21 It 17061408.odf for 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: 243.8 PW-5440 (Nan -Impact) Vinyl Fixed Window use with Casement/Awning Limits of Use Certification Agency Certificate FL293 R21 C CAC I7061407.odf Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Contract Expiration Date Impact Resistant: No Design Pressure: N/A 09/sty AssAssurance Installation Instructions A Other: Please see the Miami -Dade County Notice of Acceptance INCA) L�r3 R21 l] 14df 170607 for 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: 243.9 PW-5520 (Large Misslle ImPaCt) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 1]061409.otlf Quailry Assurance Contract Expiration Date Approved for use outside HVHZ: Yes 04/30/2020 Impact Resistant: Yes hf+..•//.,,xx,.xr flnrir9ahnilAino nro/nr/nr ann dtl.asnx?naram=wGEVXQwtDqu3mwFvZ35V... 7/22/2019 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructlons Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R21 IT 17061409.ddf for product performance Information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing information. Created by Independent Thirtl Parry: Evaluation Reports Created by Independent Third Party: 243.10 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061406.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) F 243 R21 II 17061406 Ddf for 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: 243.11 PW-7620A Non -Impact Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F1243 R 11 C CAC 18-0430.04.nor Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2024 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R21 11 18-0430 04 odf for product performance information, a e 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: 243.12 PW-]]20A (Impact Aluminum Fixed Window Limits of use C n B ficate f Approved for use HVHZ: Yes Approved for use o Ida HVHZ: Yes FL243 2 A 1 - Quailty Assurance Contract ration Dale Impact Resistant: Yes 02119/2024 Design Pressure: N/A Installation Instructions Other: Please seethe Mlaml-Dade County Notice of Accepts ce (NOA) FL243 R21 11 18-0430 OS pdf for product performance Information, anchorage details, and char type, Verifiied By: Mlami-Datle BCCO - ER size, and spacing information. Created by Indepentlent Thl arty: Created by Independent Third Party: ContactUS :: 26ot Blair Road. 11 M1 FL 32399 Phone 850-487-1824 Tre Santo of Florida lS an WEED employer. C.pariqht 100-20135tate ofFlorida, sPrivan Statement:: Aore55b'ty Statement:: Rallod Under Florida law, email addresses are public records. if you do not want your a -mall address released In response to a publlnrecords request, do not send electronic mall to this entity. Instead, rantact the office by phone or by traditional mall. If you have must provide the please correct with an email address 0 theusery nacre Scratch 455. smalls, Hands Statutes, effective October 1, 2012, licensees licensed under Chapter 455, p provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which ran be made wettable to the public. To determine If you are a themes under Chapter 455, F.S., please dick I,,i Product Approval Accepts: ® CJwcM M Im SecurityMetrits Credit Card Safe wf+ •u.a :., fln ; 9ahnilAinv nru/nr/nr ann dtl.asnx?naram=wGEVXOwtDqu3mwFvZ35V... 7/22/2019 MI®� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w .miamidade.eovleconomv 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 o ' fails to meet the requirements of the applicable building code. This product is appro d as describ herein, and has been designed to comply with the Florida Building Code, including the igh Velocity Hurr ane Zone: DESCRIPTION: eries "PW7720A" luminum Fixed Window—L.M.I. APPROVAL DOC NT: Dra g No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 4/12/13, with revision D dated 03/16/18, 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 numb exptnhon date e e County Product Control Section. MISSILE IMPACT G: Large and Small Missile Impact Resistant LABELING: Each unit s bear a permanent label with the ma ees name or logo, city, state, model/scries, and following statement: tams- a e ounty 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 and renews NOA# 17-0614.11 and consists of this page 1 and e ' e pages 2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Nc. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 8 f I J'lI8 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. NID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 67/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, E. Puc rodt Control a er NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 61 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 BRS 158°F. d) ASTM D 624 Test'Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Per , E. Product CantrolE ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6'h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere , Product Control Ex er NOA No.18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No.17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/121W and expiring on 02/19/19. lat Manuel Pere roduct Control Exa i NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED &TESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING I HIGH VELOCITY HURRICANE ZONE IH L , IN THE HVHZ, THE OUTBOARD LIM (CAP) MUSTTEMPEREU 3) FOR MASONRY APPLICATIONSIN MUNA4DAOE COUNtt.�RE. NLY MIAMI-DAOE COUNTYAPPROVED MASONRY ANCHORS.MALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PI NEC90 CONCRETE MASON RY UNITS AND CONCRETE WITH MIN.K ANCHORTYPE ARE 48'BUCK WIDTH LIGNTWIDTE Lia. LIGHT WIDTH u — � MAX. A WDINSTALIATIONISTHEONSI ILRYOF 12 MA% / ORARCMTTECT OF RECORD, D.(A(AOR). O.C. NTTOBASEMATERVBSHALLBEBEY )WALL T ).USEANCHORSOFSUFFICIENTEMB ENT. I FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERAL SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE By OTHERS AND IS BEYOND IWE SCOPE OF THESE INSTRUCTIONS. 6) MAX. Ur SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION MERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHAPE CAPABLE OF TRANSFERRING APPLIED LOADS. MOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1L IMPOSED ON THEM BY THE WINDOW. ]) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E130(L B. POSRIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURNL/CYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS PER ASTM E130D. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO WE REQUIRED DESIGN PRESSURE. THE 33-15%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR WE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLIMING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850, ]212 & 18-77631 ELCO ULTRACON NOA; ELOO CRETEFLEX NOA ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. Tti. 10) THE 3720A SERIES WAS FORMERLY CALLED WE 720M20 SERIES, CO-DES-1 STANDARDS USED: F FLORIDA BUILDING CODE (FBC),SW EDITION E1300-09AF&PA NDS-2015 FORWOOD CONSTRUCTION INUM DESIGN MANUAL. ADM-2015 IOM2 360-10 aumc r....rr�...... GENERAL NOTES....— ...............1 ELEVATIONS.....-.............. ........ ... 1 GLAZING DETAILS_ ................ .... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE.............6 INSTALLATION, EQUAL -LEG.......] INSTALLATION. INT. FIN 0.-....._.8 INSTALLATION, INT. FIN B...........9 CORNER ASSEMBLY....- 10 EXTRUSION PROFILES.............-10 FIGURE 1: 120. MAY MA 48-SUCKWIDTH 45�iWMSIBLE LIGHT WIDTH DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 LARGE &SMALL MISSILE IMPACT RESISTANCE III 6. MAK. III` 40'BUCK WIDTH LIGHT WIDTH 'I F.SHEETe 2-MAX' SHEET] C a,SH i 9fi- L BUCK HEIGHT / 12'MAX. 9}1/4" O.C. I VISIBLE T i LIGHT HEIGHT p 5' MAX. :HT i O.C. 6' J L—pv F� 12-MM O.C. MAX. T MAX. TyP Da.up54A SM t 1 i/1TUTA 18-A .9P PVB-MI6-HE 2 II1T S—ow PVB-3H6-HS 3 3 1-1i16'InmL IG ' lfiT-i116'Aii-M16'An-.09P PVB-M16'HS 2 4 1-1118'Lemi. IG(M16'T-i/15 Nr-Ltfi Hb-.090'PVB-311fi'HS) 3 5 D16"t#ml (3116"An-.090'bG-91fi An 4 -fi i116'laml 16'HS-.090'SG-11fi'HS 5 ] 1-1116' U.I. IG 13/18'T-i/18'Nr-311fi An-.098'SG-Ytfi'An 4 0 1413'Lami. IG 13118'T-MI6'Air-9ltfi'115-.090'SG-3I16'HS 5 TYP. EQUAL LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION °SG-='KURARAY 5tm I HYGLAS IN ¢nu1¢n ur w,v,m„--' '-- -P=-KURARAYTROSIFOL� PVBINTERLAYER'BYKURARAYAMERICA INC. 9}1/4' VISIBLE LIGHT HEIGHT 1,. BUCK HEIGHT 5' MAX. OC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE MOM WE TABLES ON SHEETS 2.5. ANCHOR SPACING TO BE V MAK. FROM CORNERS AND 12'0A. MAX. FOR ALL CURVED FRAME MEMBERS SEE FIGURE I THIS SHEET. i 1s1I W�OW WIDTH11�F—WDm 1L—WIDTH -i—--T ITr��I -�IT{ J F—WIDTH--i F'- WDTH—{ F- WDW —I I- WIDTH —I r— T0—— Tr y ,T7R III L 1L J F�WIDTH - III WIDTH —I F— WDTH —I 1— WIDTH —I Ti T 1F--- � _ ❑ rEl O 5 N Y n � •IOD O 4 QJ C l N Q J O 6 n W Z W ❑ UUd a, ❑ oN 0 FZ. tia ❑ D W o m > ZO p o Z 3 g¢ QJ W O z W N 0 W W F 5 o Z G ❑ Z Z J •m D � Q Q O ❑ W W Z n O X W Ii V' a on1 'xe0 saua5 + - a) - Do, I Antez Window Design Pressure )+/., psf) for Glass Type 1 Lw SIds,T bT n 667/ 73 n 81 0 B9 93 91 1-8 in1 31 •-00 .1-80 ./-80 ./A a/AO r1A0 N20 +1-80 N-BJ J •/A D -I- 1-ea 33 +I.80 +1-80 •/AO LAD ./-80 +/-80 35 a1-80 +I Be +1-80 NA0 H2O .l-na +/-794 W H-m +/-BJ H20 H-W +i-BO aLBD N.]B] al-9].2 N.]3.1 39 H4p HA0 ./ - +l-]9.0 a/.172 ./-]4.3 rl-]1.3 alA].B r/351 W63A •I-fi1.B - d7 HAO N&1 NAD N-n.d HJd.] N-11.3 r1.fi8.2 NAGS N-61b rL59.e +1-68.2 F 45 - +/-80 N-]69 •4]SA +/-]21 +1-659 •F85.fi +IA2.2 +F59.] +ASi.S g NAO NA] N.n2 N-T3.8 H-T0.1 N$9.8 +123.5 +.582 NS].] F U 49 NAO .F80 rl-]0.3 `I-i>6 +l->5.1 al3 -]6. +/-]0N41.9 +/-60.3 HE5] .r249 H811 r/-01.5 •I-59.] N-58.2 N-TL4 H-G9.8 •/AL5 Ss HH1.4 +1-]3.8 H-'NS •%6IJ /2. + /E3.S al-66 5 59 +194.2 H-00.3 H4.65 fit H-)2] NAB.] N-65 6T N-Ttz ./Al.1 E5 NA9J N65.8 B de.3 1))TIP-TO-TIPDIMENWUNSbKUWN.rUnIrvJ= nn THE TABLE TO DETERMINE THE WINOCW SIM 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEY ORTOR LONG DIMENSION_ SIZE IN THE TABLE ABOVEPMICH WE OVERALL DIMENSIONS IAtlLC is W Indm Design Pressure (+/-, IWO for Glass Type 3 L SIM r bTl " 6B]/0 73 n 01 85 89 9] 101 10.5 110.12 ]t +bBO H2O +IAO HAO +/A0 +l-BO , H24 O +0.80 N-BD •IAO N20 J3 •1-00 •/-80 •/EO NAO +I-09 •!AO 4d0 NAO +1-00 H-00 N-00 35 +l-80 r/-BJ NAD NAO N.BO N-BJ N-BD H-80 +120 HAO .Agp H-80 •I.80 a1-00 aIAO N-80 •/AO aIAO H-00 +/AO 4.80 HAO N80 H-T0.4 rl-]6.4 +F14.J H rb� +/-B3 •/AO +/4W `LW HAD NAD c 43 +IAO +/AO HA0 HdYJ +120 a120 •1-)) +F73.1 NA96 +lA&9 +128.2 45 ./-80 H-BD a1.80 N-BD N-W •I-n.8 •-74.1 N->O.J •IAT.S a1A3.9 0 .1.00 N-00 al-]9.2 +!-]54 471S N-60.1 NEB1 +1A0 •/-00 N-i1.2 .l-J3.3 +1-69.5 •li5.0 51 r1.80 H-00 +/AO a149.4 */45.9 N->1.J H-8>.5 yST .r-00 .rao.IMA H.css q 55 +T. +1AJ +IAO H41.0 n .r-w NAD ./-ns Ans 1-73 H->ae w s9 .rAa N-]9A ./as4 63 •IAO .l->S.B THE TABLE ABL IP DMIRMINJnEWOO SIZE. u. N.omow... __.-.....__.. ...__. ... _ THE TARES DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL. WINDONIS, FIND THE SMALLEST WINDOW SIZE INTHETABLE ABOVE WHICH THE OVFJLLLL DIMENSIONS COMPLETELY FIT WITHIN. ]/i6'LAMINATED �.I GLASS STACK I .090'PVB INIERLA R W1'HEATSTRE THE W16-ANNEALED GLASS 4 11 5 0' GLA55 B 3 S CRT EXTERIOR ICE �+ 20 �l 13 1 J� GLASS TYPE 1 F-- LONG SIDE I-- LONGSIDE --- SHORT SIDE L TABLE OIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116'LAMINATED y GLASS STACK P WIT HEAT 'STRENGTHENED GLASS 3116"ANNEALED GLASS .ago- Flo SHORT _ INTERLAYER SIDE I�T" r GLASS BITE LONG SIO1 0 j E 13 � I SHORT I - SIDE > m Y � p 0-. iN Z d ZIL ne, sp J W uauN U U d o 1FD Z w gl Or> < Z o o Z re U p f m LL g J w Q O N Q F W lases 30 m H W Z Q Z Q ap5 0 o a o w O W Z U X W u o a oIIIl ssaD Uv=s No.58/70(55yy �0 ST TEE )F ; =4f// '� FS A LYNN MILLER. P.E PEA 587M TABLE4: Window Design Pressure (N-, psf) for Gla¢s Types 2 84 - F n - 31 33 35 39 43 45 a] 49 51 53 55 69 61 IZ 65 6> 64]18 N40 N&3 al-W +/40 a/40 N40 +/40 N40 a140 .I40 +/40 +1 +1 N-BO N40 W ]3 N-80 .I -BD +h80 ./-BO +/-80 N-BD a1-00 +14p +/-80 N40 +140 +140 +/-80 N-BO a140 T] a/-W .1.80 +140 +140 N40 +/40 +140 +/40 +I40 ./4D N40 «I40 N40 81 +140 «1-80 ./-BO +f-80 +1-80 at-80 +l-BD «1-80 +/-BO N-BD N-BO N-80 BS N-80 .I-BO N-BO N40 ,1-80 al-BO N-00 ,1-B] ,/.00 .r.BO +47B.6 09 ,1-BI H40 lFBO +1-80 N.Po H-00 +14) +14] N-BD 93 +/40 a/40 +140 +/-80 N4p +/40 +/40 +I40 a140 9] N40 «1-80 ./40 a1-80 «I.80 /-81) .f.80 ♦140 +/.80 N-80 101 .1-80 N-80 +1-SO +1.80 «f-m •1.80 +r-80 .1-00 Le Side Ti 105 N-� .1-80 .1-30 a1.80 1140 +1-SO N-80 mT in 110.1f2 a1.80 «r-80 N-00 N-80 N40 N-80 113 ♦/40 ./40 ./-80 N-BO N-80 TO DETERMINE 11] +I -BD a140 al-BO .1-80 +140 1R1 a/-80 +/4J a/4p +I-BO N� 1R5 N-00 «/.Bp al-BO ,l-BO 129 N40 .14D +14D ,IBO 133 N-BD H40 «I-� 13] +1-80 +1-80 t41 N40 *I40 145 a1-80 N40 THE WINDOWSIZE. .. N-@J PITMFNSION IN THE TABLE 1)TIP-TO-TIP DIMENSIONS SHOWTL FOR INTEGRAL FIN A..tw I—vvn.wvvo,—..— • -_... ..._... ._ 2)FORSIZESNOTSHOWN, ROUNDUP TO THE NE AVAILABLE SHORT ORLONG DIMENSION. 3) FORARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIM IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1116-NOM. GLASS STACK ,I >I16"LAMINATED 7116-LAMINATED I GLASS STACK GLASS STACK 4SP�9.090- AT GTRENGTHENED GLASS 090" PVB INTERLAYER 3116-TEMPEHEAT STRENGTHENED GLASS 3N B. NEAT ]11 STRENGTHENED GLASSPVB INTERLAYER 311fi-HEAT STRENGTHENED GVSS 4 NBBITE GLASS BITE14 E%lER10R EXTE20 13a GLASSTYPE2 GLASS TYPE TABLE DIMENSIONS MAV BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE -I—�~ LONG SIDE SHORT 1 SIOE SHORT --1 BIOE LONG SIDE ---�{ SHORT SIDE L LONG SIOE 1 SHORT SIDE NO CHANGES THIS SHEET. W > m Y ❑ Q ❑ h w a N 'oi aIPo C0 N O m u UU n n O $ Z W to �i z J AS .w0 ❑ UUo oa w ❑ W 2 P 1i6 J D a o Z o O h o 5 F W Gm LL ❑ W pav5 Z R � D y F O 0 Z a ❑ W auras � O S > Z Y UU e O X W 5 LL ❑ d apq 'asap saua5 Winne, Design Pressure(+/-. PeQ in, Glass TYPO5 $Im.T bTi 6b)R )3 Tl 1&Yd 81 O9 9J W 105 109 110.1I1 3] a9d-1]0 +6d 1P.5 a8Y-134.5 1=1129 •- . •BN-It05 rW-1109 +BN�111 r8y10B.5 .l •Bd-fPo] rgd-1M.6 r9N-10d.5 +8d10d.5 9B rgy.130.1 ry0•-AID •9Y-tld.5 a8Y_113e AllB •BY-111 +By-IQl.5 abd-IWS a9Y-101.] +W'-99.5 •Bd-91.] r90/-fA.1 a9d$B.0 •I-OBS •BNB6,1 a1.00 41 r9N-1N.1 rpd-119.5 +9N-10].J •9W-1053 +BL.IU •I-096 •I-00 •I-WL +!-W.1 U r9IV-1LL4 r6N-ID]5 r9Y-tOz.S •9M101) •BAB0.6 a9Y-B5.2 r8N-93R rL09.1 +/-85.0 rl-BJ H-BtA 4$ •Ed-10B,] •WF1fR.5 r9y-9B.0 rW-Bit rPo-81,9 a9d-91 •I-0].] rd0d.1 aFB1I a/-]1B •I-]6.1 r/.]$A •I-iR -2 d] aB,V-1 W.4 •Bd-99B a5d9xN •BY-9]B +W�-%8 •FB].5 •I-B].6 rFB1 al -]BB 118 ..] al-]B.] •F)d.I •I-]2) .I�B •9Y-1%.1 .W� •Bd-930 •AV-909 H$8.5 al-N.9 H$12 N-]BB N-]O.t H13.0 rl-)1) a1-096 •I-65.B pdB F 51 r9d.Po.1 •Po'-B4t •9Y-B0.1 HRB2 •I$5.] H-B3 +I-]91 a410.] rl-ry8 H-712 rl-0B.B •/EB.] al{m.B rF6d rlEJ3 9 s] •WF9s.3 .BdBt.t r/-0],d aFB5.0 •I.OJ.9 •I.00 +I-n •F]d.9 rF]d.t rF]I.8 H-tt] H-69f ULB] al$6.0 rl$]9 •IdI.B •IA1.3 F S5 +9Y935 a/$6R H-Bd.J •/-028 rF01< al-]e al-I0.1 •.-]83 al-]3 +($98 •I-Po.0 rl$d.t alAt.6 H50.1 5] 59 H-0B.0 rl-OIt •Id`.3 rIM.B •I-B1.B H-)B] •I-BLLB •1-]BJ H-]60 I-]4 •/-i1.1 H$],B rF61.0 H$]2 a/84] C 61 rl-Bd.6 KBB.B aFn.O a/-]0.R •F]/6 •I-)1) +fb9 r185.9- H-6z.B rl$00 63 11.1D H-]B9 r1-140 •/-]32 +F]Id a4fi8.1 •/E5.5 aABR,B H-M.9 A9 66 H-Po] N-P Ha]?B •4)22 H-]Od H-8s HM4 •l-0I 6) H-N, .1.)x9 H.)l.) .I -TIP .1.69d .In2 H-82d 60-N/0 r/.n3 Kane rFro •r-6&5 H-6G6 •"I r/Ela 73 11-736 +1-70,2 •/G04 rF01.B a/.BR.B •Ffi0.5 n N-70 H£6.6 •I41.3 rF819 M.y4 +/AB.S a/G4.8 •/$19 aIMB ....rem no niucucinu iY Nvi 1)TIP-TO-TIP DIMENSIONS SHDWN. run In I cu- nu..no�w....�., ••"-.----- _._.. .____._ TABLE TO DETERMINE THE W]NDOW SIZE, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEKT AVAILABLE SHORTOR LONG DIMENSION 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WHIN. Wn50N Design Pressure (+1-, Fell) for GMss Tig n T Si@ iB laud m 0s HB Po n +m IPo Ire na+rs Sarre n n +90'-t]0 aB0'-IN aBB'-1]0 r86'.130 aW-1 J0 .BW-t 30 rW1]B rPo/-1]0 a9y-19C •9Y-190 31 +BN-t]0 +BY130 a9d-IN aBd-1]0 aBd-130 a9Y.t3C r9d.130 r5p•.130 rWFt30 •W130 a6N-1]0 a0d-130 ]] rPol-t]0 rB]•-190 a9d-f ]0 aBCI-1]0 .9d.MB .BNn3B raN-133 .ed.1m .aN-13B .9d-nB .evn3B +ea-nB Js .BN-13B .9a-lro .9N-13B .9N-13B .ea.lw a5nt1]0 a9y.IR8.3 aW.1R54 +�-f'Y1.6 a0N-1HI1 a9B'-118.1 a9d-t 101 +6N.1101 ]l .Htl-1]0 a9n'-13B .9M-1]0 a9d-1]B a0Y-1W a9C1-121.5 a9B1-110.1 aBY-114B •BY-t1$5 •WI-110d a9d-10n0 a9y.105.9 •WI-1 M.] 38 HW-1]0 a8y-1]0 aBW-tA6 +Sd12]5 •BN-135.9 rBW-116d aSN-f1].B a0y-110.5 +Bd10)] •9V-IWP a8N-101] rHOFBBd •SN-9].] aBd-0].1 41 a9ry-1]B aBN-f28.] +8d131P a9N-11 B.B •BY-fOd.3 +BN100.6 aSy-8i aBd-H3B +BN-PI +AV-60.9 rBN-Pt.S d] aB1V-1RBJ aBY-IRIS a9y-1t58 +Bd-1118 a9d-1t]8 a9e%1B3.] a90F1f1A +qV-10].9 +9N-1B].5 .�-1028 +9d-86i WV-BS •E0.'-B3] +BSI-91.1 H-0]B ayJ-059 r�$34 d5 afid-IZI.B a9y-11x8 +Bd-1CB.1 +W/-1 Oi.1 aBO�-IB].5 •YdBB.B aB3•-gd,4 •BOI-Bl$ H-69.t •/-09] a9d-Bd.d •WY$1 +p�$13 d} aBn'-110 a9N-114.3 aW�-t12] a9y-101.6 a9B/-IOM1.B +BN-1 Pl.i rod -I D] r5d-95.] r9d918 +I$Bi aFPo r8C/-835 •Bd-01 H-]a] U-]IB 4H 51 a9N-1109 a91-1 W.3 a9N-I OI.B •Hd-K.B +BN98.9 a9ef-9R.] J-093 •FBB3 aBd-&l.R rBBI-Bn5 a/-]].B •1-i5d K]OS H-]16 y .5N1 W.] •W-10R.9 •9N93N aqV-9Si aBN-Wt rWFB04 +I� •BN-03] a8M$BB aFi].] H)d.9 aFR9 N-0B.t 55 r8N-16d.5 rBY-98.8 +pNBS.J •PN-B31 a9y.01.B H-0B.J KdE4.8 •Bd-B1] al.]A1 a/-]$.t H.TlR •I$9B 6] r8N-101.5 r9y-Po< +BN 02.5 •SN-BI K093 r&836 aBNA2d Hi0.0 •f-i5.6 N-]Ss a/d90 a18]B 59 +B6'-80.5 •8N-935 KBO r/-885 +fiNBn0 rU60FB35 •Bd60.3 •/'i8,] r/-]33 r/-)0.3 r/-fiB.R 81 a6y.85.0 aBN-01.3 al-0].T a�.8n3 •W-0d3 a001-01 6] a9d-B23 •184.1 .1112 H-TI.J •F74 rFi1 of-60.B 65 +9tl 91,] al-B) r0N-03.2 -.-il] .+1-79, 6] .Fe9.3 .0N.65 .�-6t .N9e .l-n.3 .1-1.] H-]ns fi4zre .r$]a .eN-01z .F>9.1 .Fnd .F]xz .F]LB H$9 n aW'B3R .N9a .r-]sa +.s. ]aT .l-0BB +/TSB 1FROM THE TIP-TO-TP DIMENSION W THE D TIP-TD-TIP DIMENSIONS PDIM IONS SH0W54. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION,. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SWULEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16'LAMINATED GLASS STACK M,6' ANNEALED GLASS 3/16"ANNEAL.EDGIASS 4 11 SIB" GLASS BITE LONG SIDE 1-2 EXTERIOR SHORT $IDE a 20 13 GLASS TYPES �- f~ LONGSIDE -� SHORT - SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS BROWN. 1-1116-NOM. G1A55 STACK LAMINATED GLASS GLASS STACK 3I16'ANNEAlEO GULSS 31ITTEMPEREDGIASS 3116'ANNEALEDGWSS VlTAIRSPACE a90- SG INTERIAYER SHORT SIDE 11 5 5R GLASS BITE LONG 1-2 El SIDE E%TE0.10R 21 13 Y' 1 GLASS TYPE 7 _ SHORT SIDE ILIm - W ❑ '•aa > K ❑P 6'l• � 3 N atW ❑ a pN zul IX N N QJ O itl Z /d d Z LL n Is J u.op Is UUd ®� w ❑ WZ Q i� J Z oN w o � a Z m OZO] V 0 W -I J Q LL o Q Q F iaa95 '8ti, y W ® m of 3 G, p W Z Q❑ z aloa5 Oo a Q w W Z In - e G ]C w S LL ❑ D- , '=•a6 :ay95 p\11I31/-// . . LYNry f * N0. 58705 A Design Pressure (+/-, psp for Glaze Types 6 & e tn BI 63 09 &. 9- m1 ms 1W ilo-1 11J 11i t21 Iz-1 1z9 19T 14s 9e.w a9d-130 +9d-130 +901-130 +9d-130 a9d-t30 a9D/-130 agd-13D agd-130 r9pl-1"A a9d-1J0 +9d-1]D a0d-130 a9d-1J0 +90'-130a9DF130 +9d-130 :9d-1b +9d-130 a9d-130 a9d-190 a9d-130r9d-130 r9d-t30 +9d-130 +9d-130 +9d-130 +9d-1J0 +ed-130 r9d-13p +9d-1J0 +9d-1309W1b a9d-130 a9d-13f1 a9d-130 r9d-130 a9d-130 +9d-1]0 r9d-tb +BO'-1f0 +9D'-t3D +9W-1J0 +901.130 +9W-1b a901-Ib •901-130 +9d-130 +90/30+9d-130 •9d-130 +9W-130 a9q-130 +80'-110 JTABL7WInCow +8d-130 *9d-1311 a9d-130 +901-130 a90I430 +901-130 •90I-130 +9d-130 +90'-130•9dr9d-130 +9d-030 +9d-i]0 •9d-130 a9d-130 a9d-130 .W.lw r9d-130 +9d-13D +9d-lw +9d-130 +9d-13D +9d-1 a9d-1b a9W-ib a9d-130 r9d-130 +96'-130 +9N-130 +9d-1J0 +9W-1J0 +901-1b ag0l-1?0 +90'-1b *9d-13D +9d-t30 +90/-130+9d-130 +90f-1]0•WI-130 +9W-1b a9W.tb a9d-1b +9d-130 +90'-130 +9W-130 +9W-130 •9d-tb +90•-tb+"An +9d-1b a9d-130 +9d-130 +9d430 +9d-ib +Bd-130 a90/-130 a9d-1ba90/-130 +9W430 +ed-110 +Bdd10 +9W-130 +9W-130 +9d-1b +9d-1]0 +9d-f30 +9d-tb +8d-1111 +8d-t10 aBd- +9d-130 +9d-tb +9d-t30 ay06130 r9d-t3D i901-130 a9d-130 +9d.1]0 +9d-130 +9d430 +9d-1w +9D/-ib aW.- +90I430Nd10 •80'- a9d-1b i9d-130 a9D1-130 *9N-030 +9d-130 +901-130 *89 G-IIB. +Bd-1I0 a901-130 +9d-130 *90'-1]0 a9d-130 agd-130 +90'-130 a90/d30 +9d-1Jo +9d-130 +BB.dI-1R8.1 a8d-1f0 +Bd-110 +BOI-110 a0d-110 +Bd-110 aBd.110 +Bd-110 +8d-110 85 +9d-130 •9d-iJ0 +90.'-130 +9d-130 +9d-130 08.8'428.1 rBd-110 +Bd-110 a8d-110 +Bd-110 +0d-110 agd-1ID +Bd-0ID +Bd-110 5] +BW.JM +Sd-ib +9W-tb +BW-130 a89M-13D •Bd-110 *0Y-110 +Od-110 +Bd-0f0 *801-110 +fid-it0 a80'-0f0 F59 a9W-0b +906130 •98'-ib 09.5-1291 +BW,10 +Bd-fl0 +W/q10 +W.110 +Bd-010 a80/-110 +Bd-110 fit +9d-130 +90I-1]0 69.b-144 +Bd-110 +m.110 +Bd-110 a00/q10 •Bd-110 +ed-tID +50/-110 69 +9d-1b +-130 9W a-110 8d +Bd-110 +Bd-110 +0d-110 +BW-110 +BW-ib +6d-110 65 r9d-130 +9d-iJ0 r8d-11D aB01-11D i9d4ID *Bd-010 rODI-110 •Bd-110 1, a901-0b *0d-110 +eW-110 +SW-110 +W-110 r81Y-110 +Bd-110 BS-LB +9W-130 -m-110 aBd-110 +8d-110 a8d.110 +9W-t10 +BO1-110 73 +Sd-010 •BW410 a8W-110 +BW-110 +SW410 +ed-110 Tl +BW-110 +8W-110 +BW-110 +OD1-110 ]B-Y4 +801-110 +BW-110 •ed-110 +BDI-110 ivc mc,uiunnw snP i)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGR rtN Amu eMUAl LcaannuvwQ,Quon...ei..... ,•� ...........,_.._._..... ..._..._—.___._ 3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOW$ FIND THE SMALLEST WINDOW Sin IN THETABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 1-1116" NOM. ��II GLASS STACK NATED 7116' LAMINATED 1�. GLASS7116- STACK GLASS STACK GLASS STACK EAT STRENGTHENED GLASS O90'SG INTERLAYER WIG-TEMPERED HEAT a STRENGTHENED GLASS Y16'NEAT STRENGTHENEDGLASS T11V AIR SG INTERIAYER 3HW HEAT STRENGTHENED GLASS 411GLASS ASPACE,090' BITE BITE 1.2 1-2 EXTERIOR EXTERIOR 2D 13 a GLASS TYPE GLASS TYPE TABLE DIMENSIONS MAYBE ORIENTED VERTICA VOR HORIZONTALLY AS SHOWN, LONG SIDE -� �- LONG SIDE SHORT S1DE ��l _ SNORT I- L TI SIDE IT F~ LONG SIDE �I SHORT SIDE L JR- 0Y16118 - UPDATED .. VALUES AND SRES. y ❑ j - a^•a a w O o O n K n O' `e ❑ ZIaU' Z W 6 W u+oi0 vL 066 a ❑ wu a FZ e 7 W o Z m o p N 3 LL ❑ J 6 Q F N ® N W N Wy❑LLaW� oQwO 1R., 6L .ZO0+ni D Y LYN "'o, N... . .GEN Cam+; e"•:��nP SO, SAT OF 44-/ ' :FZORIDl, fONAL E�G`�• llmm�t A LYNN MILLER. P.E a MOOBUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOI BUCK HEIGN TIP -TO -TIP WINDOW HEIGHT EXTERIOR VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2d14' SEE TABLE e, THIS SHEET EMBEDMENT USED FOR ALL SIDESOF ARCHITECTURAL SHAPES 0 11-711" CONCRETEICMU PERANCHOR REQUIREMENT INSTALLATION METHOD INSTALLATION TYPE C EMBEDMENT v4^MAx SHIM H4' MAX. WSWELSUFIX)RILUNG SHIM EXTERIOREABI-EETABLET MIRATE VIDE APPROVED MULLION (SEE SEPE OR STEEL STEEL FRAMING OR STEEL STUD: BEE SUBSTRATE _ PROPERTIES, TABLE O,THIS SHEET �114^ MAN SHIM INSTALLATION TYPE B 1X WOOD SEE NOTE 2, Win, ANCHOR TYPE. EMBEOMENTAND EDGE DISTANCE PER SUBSTRATE, SEETABLEB.THISSHEET EXTERIOR \ 4 Vn VISIBLE UGHT WIDTH • _ WINDOW WCK WIDTH-2.314" 4WNDOWBUCKWIDTH TIP-T&TIPWINDOWWIDTH — HORIZONTAL SECTION A -A JEMBEDMENT �E DISTANCE REQUIREMENT • Ancbor Substram On, Uge Dst—e Mn.EMlelmenl az OC. S Sw rn Pine SG•0.55 WW 1-we 1T Alumnwn fi)BiT5 min. 318• 0053-- IT 412or#1441DSSSc ASS Steal 3I8' 0.053-• 1T Steel S1u1 G 33 mn we 0.015 18 Ga - 17 SouNern Pine SG•0.55 wir 13w 1T AlurrinomB 75 inn. IT 0.083'- 1T 912or#14Sb Scmw (GS) ASteel Steal Sum3T rtin w3IB' e 0.18 18 Ga 01r5' ( ' Ile410 SS CreteFWx U r kd CMU ASTM C-90 2-1I7 1-114• 1T uele(min. 3,35 W) 1^ 13�a• 1T e Ultracon Con... finnin. 2.85I,N 1• 1-W 1T' Concrebmin. 2.85Nsi 2-1Yr 1-3R• 1T .,,CMU ASIMC-90 "Mr.. 511E SIeeIlMacon min. 3.S 1-1/P 1-Y4• 1T CrouMCC ASTM G90 2-1Ir 13�6' 1T - MIN. OF 3 THREADS BEYOND ^UNGROUTED CMU' VALUES M ALL HEAD TYPES APPLICABLE. J�M',CHORWPE.EMBEDMENT WOOD BUCKSTRIP, INSTALLATIONNOTES: NOTE 2, THIS SHEET 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLO BEOMENT AND -T—EDGE DISTANCE LIMITS. !CONCRETE EMBEDMENTANCNOft PER 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X',ARE BUCKS TOTIREQUIREMENT THICKNESS IS LESS THAN I -IX. 1X WOOD BUCKS ARE OPTIONAL IF UN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -WARE 1-VT THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. INSTALLATION �NT GE DISTANCE PER TYPE SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OF VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 12l'oC� Mn. Fx MA. F. w 11DW nH tE�C.t�a 1551e ITTImteF a 12T.41m 189.T W ri= 18 Fa' 22 Mail 38 K5 58 Ma'SWd 33 ks 45W m Y ❑ > } Ew v aIDO O O N z_ W R N O P� 0 -1 i m U-� Z 7 •ea ❑ Z �i =00 a O_ o f Z W o)p - O a O oZ Z DI O H g LL o J 4 Z O 0 2 T °o J F Z a Z at=x O Z _ LL LL 6 TYP. ANCHOR TYPE, 2K WOOD BUCKSTRIP EMBEDMENT AND EDGE CE PER SUBSTRATE. OR FRAMING, SEEBLE 9, THIS SHEET NOTE 2, THIS SHEET "fi INSTALLATIONEMBEDMENT TYPE E 1 EDGE EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-J14- ED USED FORALL SIDES OF l EXTERIOR a INSTALLATION TYPE G �--�t— EMBEDMENT �{ 1M'MAK SHIM CONCRETEICMU PERANCHOR REQUIREMENT INSTALLATION TYPE H Ile MAX. SHIM STEEL SELF DRILLING SMS (051. SEE TABLE M91MTCADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD SEE SUBSTRATE PROPERTIES, TABLE %,THIS SHEET INSTALLATION TYPE F EMBEDMENT 1XWOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP.ANCHORTYPE,EMBEDMENTAND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE SEE TABLE 9, THIS SHEET EKTE0.10R 4 VISIBLEUGHTWIDTH= 5 I— WINDOW BUCKWIOTH-2-2-3/4 WINDOW BUCK WIDTH • HORIZONTAL SECTION C-C CONCRETEKXU PERANCHOR REQUIREMENT A or SWzaee Mn. Edge O b NSn. Enb ,, Mm O.C. 612 or 61041055 Scmw SaWcrn PIIM SG=0.5 1T .Mr, 60B3T6mA 3B' D.ORi"' IT A3655x:1 XT DDfi3'• 1T 3IS' 004S 18 Ge 17 soe mPure G=-O 55 9Ilw 1-3'B' it Alurinum 5063-TS mn wr 00I 1T 1H2 orCMSeel Screw(G5) A36 sBcl 3(w 00ST IT 3 min TOP 0.045" 1BGe • 1T Va"41055 CreeFle% UwlRKVd CMU, (ASTM G90 2-12' Him 1T' Goncreta(Yin 39M kei) 1• 1.3/4• IT 1/a' Seel LMrecon COnoree me. 2.85 k.i 1• 1.314° 12' Concrete mn.2.85kei 2-12' 1.3R° 1T rwlmd CMU ASTM 2-12' 1-1/4° 11' 5tl5'Seel Mo. Comree min.35ksi 11/a" 1-Y4° 1T Grouetl CMU A C. 2-12' 1-Y4' 12' -MIN.VYT DCMU-i VALUES one USED "UNGR TY CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. J �114•MAXSHIM INSTALLATION NOTES'. 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND 14WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMBS. 4, WOOD BUCKS DEPICTED ON THIS SHEET AS 'I V. ARE BUCKS WHOSE TOTAL - - OONCRETEPER THICKNESS IS LESS THAN I-12'. 1K WOOD BUCKSAREOPTIONALWUNRCAN ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDAS • REQUIREMENT RX'ARE 1-11TTHICK OR GREATER. INSTALUlTION TOTHE SUBSTRATE OF - WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY AUTHORR'Y HAVING JURISDICTION. INSTALLATION I EDGE TYP, ANCHOR TYPE, EMBEDMENL 3, FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OFASIZE TYPEP I pISTANCE AND EDGE OISTMICEPER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D d. LLIONNABLELOWERDESIGNSYSTEM. FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. MaeniII Mn. Fy Mn. F. Seel Screw 921dsi 1 120/S 410 Screw 90 ksi 110 on FJco UBaCD11® 155 ksi ITT 1 610 SS EkD CreeFex® 12T.4 kei 169.T k4 BX53-MAluninum 18 ksi 22 ksi A36 Seel 36IN 58Id C,Y. 37 SIee15Ntl 33 ksi 451eI NO CHANGES THIS SHEET, 7 Y ❑ > v O o of N U n Z LL Z x0 ❑ _ 0 HZv a W .� O ] „ Z o i m 0 O g z o r ® m TO Z TO F O i Sa (D >o>; !O O Sz V� 9 W j ne Q X O 5 * //n No. S8705 V V' sr 871 'SS1ONALIEN`� A LYNN MILLER. PE. PEA 58T05 TYRANCHORTYPE. EMSEDMENTANOEOGE EMBEDMENT DISTANCE PER SUBSTRATE. I SEE TABLE 10. THIS SHEET — INSTALLATION TYPE 12 USEDFORALL SIDESOF 6 ARCHITECTURAL SHAPES @11-T B' EXTERIOR 29 WINDOW BUCK HEIGHT EXTERIOR a VSIBLE LIGHT n 2.314" INSTALLATION TYPEJ 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EDGE r DISTANCE FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES IA QPVB INSTALLATION TYPE) INTERIAYER),NOT TO BE USED WITH TYPE GLASS TYPES SB, (SG INTERIAVER). At 114'MAX EDGE DISTANCE SHIM 2%WOOD BUCKSTRIP 3X NAOD BUCKSTRIP a OR FRAMING, SEE Oft FRAMING. SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT ANO EDGE DISTANCE PER SUBSTRATE, l\ SEE TABLE 10. THIS SHEET L ll_L INSTALLATION TYPE L MAX SHIM ST S R35). F-ORILLINI SMS IGSSHEETABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE SDTHIS SHEET ZX WOOD BUCKSTRIP OR FRAMING, SEE NOTE2,THISSHEET 1-114' MAX SHIM EDGE DISTANCE TVP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLE 10,THIS SHEET VERTICAL SECTION F-F �ry NO CHANGES THIS SHEET. EXTERIOR V VISIBLEUGHTWDTH= _ - WINDOW BUCK WIDTH-2-314" WINDOW BUCK WDTH HORIZONTAL SECTION E-E Anchor substrate Min. Edge Distance Max O.C. S acin 2-1/2' x.113' Box Nall SouBlem Pine S(3--O.55 5116' S" 2-112' x.131' Comlvn Nail So. m Pine 13 =0.55 316' S 2-1/2'x.145'RooBn Nail Somem Pine 51t0.55 318" 5' #10 x I"Steel Screw ((35)' Sou6lem Pine SGO.55 1/2" 5" 0.093" Aluminu 6063-751nn. 5/16' 5' 111T A36 Steel 5116' 6" 0.045° 18 Gal Steel Stud Gr. 33 5116- S' INSTALLATION NOTES' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS - 2. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME 3. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLION MCA "PLIES TO WHOLE SYSTEM, MaMNN Ma Fa Mo.F, SNel Screw mKS 120Ietl EG63TSAL4nlnm 16 kid 22kN AWStoe1 36 ks1 SO k5 Gr.3351eiskM I S3 xN 45ks1 h g ❑ w V y LD N Z a1Po O O p UT LL N 0 W r p O Z 48 ❑ Z LL m D E 7 uwoo � W U U_o o� ❑ FZv �� =W ema W .-. oZ� S o 0 V Fa LL J ❑ m ~ aars ® Z Z ' O m 0 5 z Q Z J alm5 O H a p ❑ Z N LL LL D. ago 'anp s ua5 \\1111111 (/1j ........... .�" Q: - No.58T05 * ^ _ per'., $PAT OF S/ONA, Ec. A LYNN MILLIIt PE EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M SEE TABLE 11. THIS SHEET I EVENT L114'MAX SHIM INSTALLATION TYPE M iiMBWOOD 1l4-MAXSHIM ]It WOODNG. SEE OR FRAMING. SEE NOTE 2. THIS SHFET FORALL OF EDGE ITECTURAL DISTANCEEXTESQINSTALLATION WINDOW TYPE OBUCK HEIGHTEXTERIOR VISIBLELIGHF STEEL SELF-L HEIGHT= SMS (05). SEI WINDOW 11, THIS SHEE BUCK HEIGHT- 2.31W WAMMADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE Ll PROPERTIES. TABLE 11,THI5 "1 rl ,� INSTALLATION TYPE N 7 EMBEDMENT FIN FRAMES ARE ONLYTO BE USED WITH GLASS TYPES 14 (PVB INTERLAYER). NOTTOBE USEDNTH INSTALLATION GLASS TYPEB 5-8. (SG INTERUWER). TYPE N 1X WOOO SUCKSTRIP, SEE NOTE 2. THIS SHEET TYP. ANCHORTYPE, EMSEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET VISIBLE WNDOLIGHTWIDTH= _ 1/4" WINDOW BUCK WIDTH -2-L4' SHIM WNDOW BUCK WIDTH SHIM HORIZONTAL SECTION G-G EMBEDMENT EE --� EDGE DISTANCE CONCRETEICMU PEUIREMER REQUIREMENT allRIOR b AncIKX Substrate NEEf ce NGn. Flrbedmenl Mzx O.C. #12 a 014410 SS Scnm SoNtrem Pine SG0.55 9/1E' 1.318' 6.2" Alurrinum 6061T5 mn. 181, OO(Ir' 6.21 A36 Steel 3/6" 0.D63" 6.2' Steel Stud Cy. 33 min. 3/8" D.046" 18 Ga ' 6.2" Sa181em Pine SG=0.5 9/16" 1-3/E' or Alulrinum 6063-T5 Mn. 30 0.063"' 6.2" #12 a#14 Steel Screw(C15) A36 Steel are" 0.DSY- 6.2" feel Stud Sr. 33 Inn. 318" 0.045" 18 Ga ' 6.2" 1 /4" 410 SS CreteFleX rated CMU A31M G90 2-1/2' 1-lw 11.6' Calcrete min. 3.35 ks 1/4" Steel lJitraeon Calcrete min. 2.85 Ksi 11.fi CaX:rele min. 2.85 k6i 431314� ' routed ASTMS 0" 11.6° 5'76"Sled Ulhacan COncrele Rin. 3.5 ksi " 11.6" Grouted CMU ASIM G90 " 77.6' �114'MA%SHIM CMU �'XWOOD 'MIN.OF3THREADSBEYCND THE METAL SUBSTRATE. BUCKSTRIP, 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THIS SHEET ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: • 1. USE ONLYANCHORS LISTED ON IRIS SHEET. FOLLOWEMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS -1r ARE BUCKS WHOSETOTAL THICKNESS IS LESS THAN J.IQ'. IXWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2K"ARE OTHERS ORAS CONORETEICMU I la' THICK OR GREATER. INSTALLATON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY PERANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A S2ET0 PROVIDE FULL SUPPORT TO THE WINDOW FRAME VERTICAL SECTION H-H d.IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. MNw-1 Mn F. Mn F. swel Sorer In tIDkL 410&. 9)w 110 k4 Ekel8e- 1MW Ln 410 SSE 0CremFY@ 127.4W 169T II e'EiTS Almmm 16 bl vw Aga SW mw ww O.3]Skd6. w`RI JISW NO CHANGES THIS SHEET. m Y ❑ > a LO .aa Eo v yo n atop Om -� W Y N � I Oro Z LL b ^ i z J B wo.p d U U_ o o E w ❑ 2Ma r vim_ ` ED LEDZ O Z p 0 5 0 m 31 zR Z Z 3 O w r O Z z Q 0 LLO Q w IS z O w X ? e 5 IL LL -d •nn�:.p :a„+5 `k1N•( LYNAf4, #, N.. 58]OS *= ATE OF V/� A. LYNN MILLER. F.E. I,eIM705 I gtlLt 1G item PGT Partk Description = Material 1 4253C Flanged Frame Alum. 6063T5 2 42BS Equal4eg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7116' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Ccler Alum. 6063-T5 66 4224 Installation Fastener Corer for Guns Rigid PVC 8 4267 711W Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 901 comer joints) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K Foam Beading Tape 13 Dow 791, B99, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mano. 3/16" s 7/16' x 4' Neoprene, Dim. 85+1-1 21 71704AK Setting Block, I.G. 3116" x 1-313T x 4" Neoprene, Duro. 85 a1-1 29 76XI14FP pG x i-1W FH SMS (Cured Beading) Stainless Steel 30 781PDX #e x 1' Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 45G TPB See this Sheet for Materials 78 Quanex Super Spacer nxr 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer ALL CORNERS TO USE GASKET ANDIORSEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES so -CORNER FRAMEASSEMBLY / EXTERIOR 2.]84 F +11-r-' 062" 8]5• a6' 660• .500, 050— OFLANGE FRAME 2.]24 094" --�JIr .062" 1.3]5' 1 1 50a' 4"3W I—a-{�--- OEQUAL -LEG FRAME ]0 ' I�— w4' a 13]5' .SOa r 43� � .05D•,nmc t izs• on• OFIN FRAME L�)�.9]0' B74 F` .36' 075' 03T � 0� .. .J6 I .I+—I��`IIIy11rF-- o50 O GLLASS BEADING .050 BEADING CLASS o5r INSTAULATION 6x FASTENER COVER u 7116I READI FOR CURVESNG T 150 GcLAs6 ING O �ORCURVES HOT -MELT ALUMINUM DESICCANT FILL *INT. CONE BUTYL POLYISOBUTYsm REINFORCEMENT SEAT. 5116'NOM. STRUCTU3116' NOM. SILICONE POLY114-NOM. 5/10'NOM. SEAL BUTYLENESTRUCTURAL BUTYL& ROLL{ORMED DESICCSILICONE DESICCANT STAINLESSSTEEL FOAM IMTH FOAM EXT. GLASSDESICCANT EXT. GLASS EXT. GLASS EXT. GLASS .INT. GLASS GLASS INT. GLASS INT. GLASS ]5 4SGTPSCE T6 SSUUPPERR SPACER' tT DURRCAEREAL' ]9 SPAOERXLEDGE" ANGLEOILURVED I 1 I II FRAME ASSEMBLY IIry1111K/JIIlllllllll ) ( j m 70 1 ALLC.LN0 TO I USE GASKET AND/OR SEALANT / EQUAL -LEG FRAME \ `—FLANGE FRAME ED FRAME WITH INTERIOR EXTERIOR XTERIOR FRAME WELDS Ou OR CORNER KEYS AT N BOSSES. SEALANT ATALL CORNERS 30 ASSEMBLY DETAILS FOR FIN FRAMES 90'CORNER FRAMEASSEMBLY EXTERIOR b ANGLED(CURVED FRAME ASSEMBLY EXTERIOR i3 NO CHANGES THIS SHEET. W > - m A .2 'G ¢ o e O p U' N z_ O0m k `��'y W zLL. ni z M Re u ..'o d 2 S eo U d o O w Z Q a Q 5 OI al 0C 'oN sxc w _ 0 C 0 F Z m 3 J ° z z o O z z O Z a m � o z � K X &loos ¢ 0 w M� w ere u x O 5 W m 0 ap!1 asa0 vua5 LYNNMy'�. '�10ENSp' . �(�P P1�: - No.58705: ST TE OF Florida Building Code Online C —cn- LG�county V " Pg?RMpIK _ABOtti;',odM✓ ,pePA.glyfe50{ie CoMfFEi'09! BCIS Home I Log In I Us Re015hadon I Hot Tppics j Submit Surcharge j stars &Facts Publications I Contact Us BCIS site Map I Unks i Search I Flonua blicA ST, Luna Count» Permitting d b r )Product W rova vw��vYqa USER: Puct User L=, ,,T Pfodutt Approval Menu > Product or Application Search > FL # Application Type Code Version I Application Status Comments Archived Product Manufacturer Address/Phone/Email Authortzed Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Data Submitted Data Validated Data Pending FBC Approval Date Approved FL261-R11 Revision 2017 Approved REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUIV7y ROCC Approvals by DBPR shall be reviewed and ratified by the POC m If necessary. PGT lndusVles SO]0 Technology Dri North Venice, FL 75 (941 pg E. pare 8 r p9tindusWes.com ]ens Rosowski jrasowski®pgtindustries.com ]ens Rcspwskl 1070 Technology Drive Nokomis, FL.34275 (941) 486-0100 Ext 21140 jrosowskl@pgtlndustries.mm (f.n ark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method I Option A 11/15/2017 12/05/2017 12/09/2017 Year 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 7/22/2019 Florida Building Code Online Page 2 of 2 Summaryofprodu is FL If Model, Number or Name Description 261.1 Mullions for All Doors and Window Aluminum ns Limits of Use e : r a on e5.�ertificate Approved far use in Z: Y. FL261 R11 C CAC IJO6'.iBDl.Pdf Approved for use outsid HZ: Yes Quality Assurance Contract ishatl n Date Impact Resls[an[: Ves 05/26/2021 Design Pressure: N/A Installation Instructions r Other: Please see Miami -Dade County Notice of Acceptan(details. FL261 R11 11 12063001 odf product performance information, and mullion clip anchors Verified By: Miami -Dade BCCO - CE Created by Independent Third P Evaluation Reports Created by Indepe ifParty: Coma Us:: 2601 Blair Stare Road, Tallahassee R 32399 Phone:R50-a0J-f004 The State of Rome Is an AAJEEO employer. Caovda t 2007-2013 State of Florida :: PrNacv Statement :: A[[esslblllts Statement :: Renard Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electmnic mall to this entity. Instead, contact the office by phone or by traditional mall, if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.225(1), Florida Surreal effective October 1, 2012, licensees licensed under Chapter 455, F.S. most provide the Department with an email address If they have one. The emails provided may be used for official Communication with me licensee. However email addresses are public record. If you d4 not wish to supply a personal address, please provide the Department with an email address which ran be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hare. Product Approval Accepts: M W-9 ® FW M I[- SecurRyMetdcs Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 7/22/2019 M IAM I•DADE M1AMI-DADS COUNTY a 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) 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 app a scribe n, and has been designed to comply with the Florida Building Code, including Hi elocity Hurricane ne. DESCRIPTION S 'es "PGT" Clipped Ext uded Aluminum Tube Mullion — L.M.I. APPROVAL D UMENT: Drawing No. 6 00JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 throu 25 of 25, prepare by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed sealed by A ony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp wit otide of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 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 M. Plasencia, P.E. NOA No. 17-0630.01 MIAM4DADE CWNTY Expiration Date: May 26, 2021 "' <<' •'�7 Approval Date: November 09, 2017 Page j' PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.0 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5rh Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro net Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6'11 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE �oPENIxO wDTH FOP VERTIt MULLIONS T ATHRU D. SHEETS li 1 I I11 / v8ni. MLTL IENGIX SHOWN ARE ONS 2 TO THE MULLION CLIPS. BUT slA EFREE-R OF FNLOATNG'AND ayu"� AFpEt TGeE Iwsaue®msloE ¢OETMG PEGTNIGU.AR 8 w 7Ep qG DO NOT NEm TO EDIREDTLYEAT(AMGNFD NOT NABEA GAP DM'FREEANN4'FROM DDO NO NNG TO THE REQUIRED naA,tL sure 51LE1s3< METHODS SHOWNHAVEBEENDEEFLED TOR WINDLOHE IM SRESS INCREASE NOT USED ORETHE DESIGN PRESSURE EMA UATIRSTHHEE 1.5 LOAD DURATION CALIMATED TO FFACTOR WCT No NAB USEDFORTHE EVAL ATITONO WOOD SMIMS. IN THIS ANCHOR SEALING OFENTIREASSEMBLY IS MERESPONSIEIUDY OF OTHERS ANO ISBEYOND THE SCOPE OFTHESE 4)PROPER INSTRUCTIONS. R�E �.�. vwcm INEDWIOTNORHEIGMOFONLYTWOMACENTFENESTRATIONpWDUCTSTOnttEIMINEPC_SUR �Fmtn e,. PRESSUREOFMULItV=muw..no....'..•�-..-..- - G THE NE%T SIZESHOWN ON METABLE(5} HFGGNT 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,/LLWAYS ROUNOWTO HCRRLM xwu DFIE8SIII6 OR STUMOI.WOOD BU� BY OTHERS. MUST TO8THE BEYOND UCIUHE ANCHORS SHALLSE COATED OR CORROSION RESISTANT SEDUTN sITxTG BEgNCGHORmBPmROPERLY TO TRNJSFERNLOADS FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REOU'RED TO PREEITT I AS APPROPRIATE REACTIONS. 8IREFERENCE: TEST REPORTS:Fn'BW: ELM MTRACON'AGGRE-GATOR HOA'S �TyTTI�, wm rsuv F.E TYPE MULLWNSA ONYTO EUSEDS OF THE WIHBUI LDING BCODE. uosreE ll AND AREAPPROVEI) FOR MPAECT AND NON-IAPACTAPPLICATIONS. "PMVALS. F1'NUFPRWF➢ PST.A pROVEOFENESTRATIONPROOUCTSHAMNGCURRQ \ /8FE OEfN15 A-0.O11: I HORQONiK BNEtiSN M RL L@�GTN XORRGV MJLL LEiwTx ](MAPLES OF MUL CRFl A NS' I—XMi¢NJLLIENOTN—j r—ovFieNGwlmm—� d Hvtart OR y LEEN]M HL1ULL / N SINGLE MULLION MULTPLE MULLIONS �FPOM R'uUREt ABOVe DOOE57 STANDARDS USIA: .2U1]FLOMABU- GCWE(FHCI. (RH EDITION •]01� FLOWGA BULGING CODE(FBC), STH EDITION •MSVAFBPANDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL. ADM-2015 .AISI SI0 12 .AISC36DIB 1D) MUWONS ARE IN COMPLIANCE FDRUSE W THE HVHZ 11)OUANTRYOFUNITSWIM'NAMULTIPLEMULLEDA EMSLY;ISUMWITEDPROVIOEDTHATTHEWMANDDFWING WDTH5IEIGHi OF EACH INDIVIDUAL MULLION COMPUEB WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DUERMINETHE DESIGN PRESSURE REOUMOMENT RBSFT� FOR THE OPENNG USING THE ASCES STANDARD. 2) CHOOSE A MULLION TYPETNAT LMLL FITTHE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPM S)REFERTOSHEEI26TODETERMINEIFTHEWINDLOADINGIS'RE MGUL WOR'TRMGUTAWTRAPE3lD - THE MUWONHTYPE LENGTHNAND OPLENINGW OTHRHE 6TMF(OEPENOING IF THERMULLION IDS SPPNN NG VERTICALLY RHORIZONTALLY)uTHEG MULLION LPPAGT'RBSiFT'10BTAINED SHALL MEET OR DIGEEB THE ESIGN PRESSURE REDDIREMENT(LB&FT'I FOR MEOPENING OBTAINED IN STEP 1). 6)FROM THE SAME TABLE USEOIN STEP 4)ABOVE FWD TH VALUE IN THE NEXT COLUMN Dorm REWIRED 0.B5]. THIS VALUE REPRESENTS THE WINOLOAD TRPNSFFiiREO TO THE SUBSTRATE BY THEANLHORS AND MUST BE MET TO ATTAIN THE FULLMUWON CPPACRY. 8) FROM THEANCHOft CAPACTIYM1BS) TABLE ON THE SAME SHEET ANO USING YOURACTUALSUBSTRATE CDNDITON (MULTIPLE MICHOR75UBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELE4TAN ANCHOR CLIP PATTERN ANO VERIFY THAT THE REQUIRED ANCHOR CAPACITY ISMET. D,,AClTy II�BSIFT'103TANMFOR THE MUWON S)YSTTEM- THELOOWER OF THE TING SHALLAPPLY FORTHEENRRE FOR THE FENEULLED FENESTRATION IK PROOUCTASSEMSLV. TABLE VALUES USED IN A SPECIFlCAPPLIGDON WHEN USING THIS NOATO APPLY FOR A PERMIT. 8) HIGHLGHT OPTION USED AND PRODUCT REVISED iY1ae p with the Florida6o)I .pCee NOA-No. 77.0630.01 E.plmDen Datp 05126/2021 No. M706 DETAIL MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EXTERIOR ON a SESHEEfS am wxxd E munou �M•PWKPOR NLMJtLON9 " SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN AUOV A_RE—PIOTORLTLPFRiESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BA M PARTLY ON THEANCHORTOAUCHORDISTANCE,THE FOLLA O NGSHEETS. FOR DETAILSAO, ERHERTH�ESTANDARO:FS MUST OROETOUPMAYBEUSE).ONIHE S) ANCHOR HEAD TYPE MAY BE PANHFAO, HFXHEAD OR FIATFIEAD. {) WOOD BUCKS ARE OPTIONAL., SEE DETAIL C, SHEET 8. 6, FOR O� O.N OR ELM IIW S IN MIMI-DADE COUNTY. ME ONLY S.& AGGREGATOR MPSON RY ANCHORS F�ECOUNTY APPROVEO DETAILB: MULLION ATTACHED TO WOOD BUCK AND (STANDARD Cy SHOW �LK % WNgtETEOIi CMU ,'i-'-IgSTMGE W J N 1'�t-6EESEE TABIFb K N EDGEgTANCE tbi3a g �S H" oa M46oNRY LHOPs a m SIDE VIEW D N z0 M W V EITnEFTYE U,� z srA"®APB z � m S aFf6E]Muu �° Ae CHPNAY6E B� � F g QV .a0 ° sr]uEosr Z5 � N ,ijJ z T19suETHBB. a Z g � z O Q Z f N 6l YoY z u O a Z&c 0 0 ag " 8 W.NN M g /—sa]�oelPs REVISED tai PRODUCT BVC iPIP SCemPl in9 LToa. vIM LN FlmPoa N^Iltllns '17-O63D.DT MN2]I6ICOKPE]20PCNU FRONT VIEW * j ` NB.SB]DS A. LYNK MICLER, P.E. FL PlA W705 DETAILC: MULLION DIRECTLY ATTACHED TO MASONRYSTRUCTURE (STANDARD CLIP SHOWN) EXTERIOR >C �4 CRMU MN3]KSICONGF PNCAW FRONT VIE16130 MiN 2]KEi GCMr T\AEW SIDEVIEW INSTAWTION NOTES: 1)ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BE ND WALL DRESSING OR STUCCO, 2) OUANTRY OF ANCHORS AND MULLION S¢E SHOWN ABOVE ARE FOR MCTORW. REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT OLIO NG SHE 5. OR DETAILSAOITY AND LOCATION F MCmORS MUST BE FOUU0WED. REFEIRTO THE TABLES ON THE EITHFRTHE STANDARD OR OFFSET CLI, MAY BE USED. 3) ANCHOR HEA➢TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. 4) W000 BUCKS ARE OPTIONAL SEE DETAIL C. THIS SHEET. E) FOR MASONRY APPLICATIONS IN MAML.DARE COUNTY, USE CNLY WAMLOADE COUNTY APPROVED ELCO ULTRACON OR IS -CO J1W S.S. AGGREGATOR MASONRY ANCHORS THE OFiSEf 0.➢IS aEcw+v£wenrw R FlU �G vnlwowMAY I15GBEUSiU=TM OMQiFMNE TPE9. FRONTVIEW 1 r2 EXTERIOR DETAIL E: MULLION TO MULLION ti IuMN INTERSECTION (U-CLIP) v Es TOP VIEW NUWW FRONTVIEW � NOTES: 1) MAY BE INSTALLED IN-TEE'OR-CROSS. g Ili INTERBECTONS. Ey 2)MAYBEINSTALLEDHORWNTALLY (SHOWN)ORVERTIGNAY. 3) SEE U-CUP DRAWINGS, SHEETS21-23 FOR CORRESPONDING MULLION. C E 0 7 N B 5 nm U )(TER OR \Y SEE 9E£1811.].R MCYE LOLI,IIG® EDGE oBTN+cE SEE TOHIA t694 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH NOTES: 1) FOR 2X W006BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, OR QUANTITY OF SCREWS, SIDE VIEW. PRO13UCCYT REVISED BWIEIRBIOedG ItM1 tlta Florltla BOA-Ne. 174630.01 EKp5a6en Bate 05262021 * i Np.5B205 i C:�> EXTERIOR Fx 10R (D DETAIL P FIELD -MODIFIED MULLION CLIP (F-CLIP) S�SSFPOETUISA4 lo.m Mlo]wFINSTNIATN#1 X TOSP6.'IFlC6UB81PAiF5. mTp waaO, sTEaL >wu.ctw an usamv / � 1 •3� e I SIDE VIEW uGa NvmmrxPx}sr. pEU WN NOTES FOR INSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2T X 2.11' X.125 MILLION. 2) SEE TABLES 16135 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATONS. 3) THE VS CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) Q PRODUCT REVISE" pI In with tNo "To"" BUIiEIng "with-T 0630.01 NDA xo. E:pintlpn Date 5/2612021 D mipin-D vmauc<conw NOTES FOR INSTALLATION OPTION G B H' ? 4 •"-'"-Sry (p �- CEN f 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INS"EOF MULLION. * No. 58705 2)DETAILS; SEE TABLES I0-148 FORANCHOR QUANTITIFSAND SHEETS21-23PORHOLE _ *_ LOCTIONS- O - ''l 3)DETAIL H: SEETADLE515SORIMFORANCHOROUANTRIFSANOSHEET23FORHOLE ® so.. ATE �T;'�p� LOCATIONS. R4-RIOP..' — �1�^ A. LYt FL 1A 1 i2x.126 Lw4'O w �'• a wii SI-I fiil B 1$ Mumps OE Ili �' 8 v+----nm.- w•Dmuvm:o, I�Iwm°I vlr uw uesoo° I w•ec°uueem "n Qr Cilppaftm% -- II FlGUPE I: FIGl1T1E2 FlGURE3: ANGLE CLIP MUST BE USE�IRND NNIRRP'fIAI0.9�� FIGURE4: FIGURES: FIGURE ..'r.-1S TABLENOTES: 1)SEE SHEET 1 FOR WSTRUCTIONS ON USING THETABLES AND SHEET? FOR INFORMATION ON LOADWG. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BERNEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING O4NENSIONA. RESTRICTIONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE I.OGATK>N5. 4j SUBSTRATES: CONCRETE SHALL CONFORM TD ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED OONORETE BLOCK UNIT (GNU) SZ CONFORM TDASTM DSO. WOODSHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE W fTH PN SG OF o.55, PLUMINUM SNAIL BE 6pBiT5AND UEA MNIMUM OF.12 THICK. STEEL6ND5 TO BE A MINIMUM GRPDE 33AND.046" C. (1B GAUGE). STRUCNNw.STEELTO9E AT LLI ST.IE THICKMfl2ANCHORBHTOW000MA BESTEEL IB-B65.OR oas.O �SBEYONO �)ePNCHOR CPP.m OBTAIN THE WNCHOR TABLE PRODUCT REVISED 6 n11-Rh 1ND FWdd. ulidie21n NO 17-0630.01 4No. E 6 ploon Date0512612021 e NU..up nWl A 58705 TABLE 2A M910on Ca Be TBbiG saP Openlnp WMlN rc9r T5®A]spmAtDmllGaR6)prOpenNp eam � 53l <S%3 Im 336 1B1 B60 9E 2R 1% Trauraw. ImfN I089 W6 BI.B 69 ±].1 318 AS I$] HCMh](I%hnn3reblyspBlrilg 6U WI Il] ]IS ]3l Y11 IIS tm 16M1 t]) RttlmpNa IN®iY WB 060 01.6 C] 9L1 ffiB 'bl IflB 1Wb � m] Im IW YN 3G ffiB TeaTllmm WWK £ Im9 WB BO.0 B]0 CO i11 � 51] 3W ]Y mlelaml Re..e.wiu Iea9N � ]6] Wl 61R IAF 66] EBl M 'rmo'leme. Lo�N 180e a&0 WO "^ 5tl 396 3% wmre�nr gIo•2W Il 6lB <4< ]1.B 1mN �^ 04 SB] IW Ty/'MaW. Im100 F i609 gB WO ^ 61] 3W 92 RxtaNNar gluaR'9 d 66] 36[I 'RO 1WN �� BBe SW 691 Tm+TaBna. IG:1V � 1BB9 m0 mo �g %T 3W ffi 1 FIzaTs Rf lapn� Im:BN mm 4a✓rBmV In.Alp 1100 1Y0 tt10 W] ®.9 0]A C.0 BIA 30 '$B 19.0 Eat& 133 I1B BN 134 iR ]# •LN iW ITT Im 19 RetlYavY] 6mRry 151.3 1%.1 Cl 1fY ]1.8 yyB Rp Y.0 355 116 tS< roe � Wl IEB Ob 3Y9 Iel •.� SB •A3 iP IM TMnNre wrre 1Ro UB2 WB WB 61S qqa 61 81-I al3 •A.1 1B.1 lI0 <10 SI1 ne ZN •d0 y+ 1B1 fA I65 UB R.Nmwa Iaa1re Td.i M.9 11.t %.0 ll0 ]BA 311 1S] Sfe IDB role m3 4Il <W Np Ll i91 ]09 >35 ]!Q IW TrapfNa. LW6re ti90 Im] W.5 RT 51.3 W.0 T.6 BB< 90 EB Y6 OS1 Rd TQ 1N N1 Ilt tBB f]0 1R Recla9Jv Laase 1136 ]So %B SBA ]SB ]30 'S1 ES 1&B 1].] mN 69 4] 4>0 iCO 3I0 91 ffii IIS 2R 1W TnMIW9 LyNa tm.] IW.B 6lB Bf3 <6B ]BO MI 158 2L0 IST Si0 359 >5p 310 a'FB YT] 11B US I6I 1m RMwPmr IvaSW 1 1B 0].8 m.8 Q75 348 B99 ]fi0 10A 11a i1] 1F@ 'amF gmN CN IBF m.fi}5m 601] . miN RT RN ]8N WN 1)Ba 111d SOS] mA m.3 S48 e60 ]fl0 36B '10.9 1&6 BA 6W <63 Im 3N AI ]EB YE BQ1 tE3 IM H IW 61.8 31] 315 Im 6L0 BU 36.] IW m.0 ]13 2h ]3B MO i11 311 196 105 9.5 i9 YA :2] t9.1 L4 5f 165 31A 1m Z+D- 195 t&0 3N TJI 165 IlO 8l Pp .8 212 19,6 ES B21 ID 1S0 Z1S EL3' 1l1 129 96 19.0 UO 113 95 19.6 fM ISa 1l3 9Y 1@ IBI 10B IW 150 12B ILB B% 1C I0.] 192 tW U2 I0.B 10.1 3R 1Se Il< 1N lm 9B 69 M tW 1]e 113 158 1`A Wln 131 1R tie to ANCHORCAPACR(ADJ ]ne 2xo umeam vl•Exow9ma� l uo-@amo l 3.10•Ewum�. tr Dm M9mm Anchor CUPP-thms PRODUCT REVISED NOA-HCompry Ing w•IN the FlOtltla p L'eBe 17-0630.01 NDA-Ra. Expiration Dale 05*6=21 FIGURE I: FIGURE2 0 TABLE NOTES: THE TABLES AND SHEET 35 FOR WFORMATON ON LOADING, tj SEESH'cEft FOR INSTRRAL 1000'�- 0 • INSTALLATION SEE SHEET52' FORGENERAL INSTAI.IATION MERfO05. INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 0 ALLOWABLE 2) LINEAR FIGURE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EWICT DIMENSIONS, SEE SHEETS 21-23 DIMENSIONAL RESTRICTIONS ZOaB• i� ,,oN.........,Mi IIF� . • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, PPPRO%FMATE HOLE LOCATONS. L � �'��;' \.\GENSF'•. �(��� P+ •'•.? s ANGIE OLIP rBEUEEDINPAIRS. 4)S68STRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW PND GROIfT-FlLLED CONCRETE BLOCK UNIT (OMU) SHALL CONFORM TO ASW C-90. WOOD SHALL BE PRESSURE -TREATED 3Ts' ' ' Z* � No. 58]OS :• *= FIGURE 4: FIGURE S: FlGUREG: YELLOW SOUTHERN PINE WITH AN SG OF D.55. ALUMINUM SHALL BE6003•T5 AND BE A MINIMUM OF.125 THICKSTEEL 33AND.SHAUL ICK(IB UM EWTH aACSBEEI.TO BEAT BEYOND AMINIMUORS VXTX5] WU.ION -O t•� %T3�T• F�-[(/�� • O--T ATLE T3S,STSUC HICK ANDOSS. INTO THEI.I I25•THICKAND2ANC ALL ANCHORS INTO M YBE STEEL ITENOATR AST38CREWTHRFA08 THEMATEWAL#10B#12 ANCHORS INTO WOOD MAY BE STEEL 1&B S.S.OR4105.5. TE '.�S•.F20R\d�;.•'U,\?� 'o,S,�ONAL IILI1 A LYP FL riol teL<WTTuhe 3 5y �� dp� iN dY¢ U 9 ®�®m©mm0®DaSifi'i��iiP7i1�\Y7�i� E'fI�RlEIm100so�� FIGURE I: FIGURE2 Q FI:�GURES ANGLE CLIP MUST BE USED N PAIRS. FIGURE d: FIGURES'� FIOUTtENo 1mn ��la�l�l$�I4g TABLE NOTES GESEE ESHEETS 2 � RINSTRUCGENERAINSTRUCTIONS ON USING MHE TAB"' ANO SHEET 0FOR INFORMATION ON LOADING 2) LINEAR IMERPOLATION BETWEEN MULL LENGTHSPNDJOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND IONS, SEE HOLES TO BE DRILLED ION THE FIELD FOLLOW NG DIMENSIONAL REGTRIG00NSSSHEETS Cups SIHOWN ME NOT TO SCALE FOR EKACT H0WN ON SHEETS 21-I23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORMTO AG 301 SPEGIFICATIRS. HOLLOW AND GROW11I ED CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM 0W WOOD SHALL BE PRESSURE -TREATED YELLOW GOUTHERN PINE WITHAN SG OF OSS. ALUMINUM SHALL Ra WO T5AND BEAMINIMUM 0F.IP THICK STEEL STUDS TO BE A MINIMUM GRADE 33 MO AM5-THICKII8 GAUGE). S,RUCTURN-STEELTO BEAT LEAST.I27THIMMDA36.ALLMCRO INTOMETALSHALLFJ(T�G.S0R4�109.SCC TM�SBEYOND THE MATERULL. C10 &#12 ANCHORS INTO WO00 MAY BE GTEEL, 158 Eo= 4 PRODUCT REVISED Bu[omplying with the Rude. ilding Cede NOA-No. 17-0530.01 Eaplrotlon Dow O5F20/2021 B MYamL-0a roeu[t Control * : No. %705 - A. LYNIJ WLYER, P.E. 4A 1 A Z.TS Z 96DAWm. Tuha emlDan f. wF 43A 'm ua am u.e asa St2 >11 Bat Sse v.4 ]w IwF J0.1 :N 30.0 E5 311 ZZ] ZSB ZSI 31.J 3W •Q.s Nt H1F T.o 'R/ ]9a zU ssl Nt ae ve lae Mi BUS as Ipp yy 3fl :la A9 16] ?38 Ifle 2w 16.1 !g 102 tA2 -"11 yy 3pp :01 2- 351 zn1 SB1 n.5 ue 2AB zw m 1og zu +aT no xB +51 ma las z>t wr 19a z31 tsl mJ 1e.s zv Ancnnr m leo�e cos ml»cuu Frmau rtwwa swnvaa xnarcam J.n�c IH`S9 Em dx'Elw 1H'S9 EILp ifOStl NZSleel AnM I]K 11@FtoUMocn IH'EY.a L9ecei d1@Ete UDrmM M1@E'w Ulyrm IH•Ety Mncm PpprtAator Ulirmm AW'IDF+vN! Snee wA 6mw l>3]) AnanorCUP PaVema ,FW. t• o-ur P alm P xm• 3' s1IC Y ole• oEl• E�aUfym Mk 1• Y I-1If 14H' LIN' Y1N' LIIP L11f Y 1VC EnnMmml Pn3 fYf 13•1' L]N` 1+JP WIp BIB 9wLv lip 91Wp @A WID pSml 3ArcMA ®ltSMh 4CIJWEmC Of OhFOIp IFjI.1F IHIA Ga Fe upb BBZIEo 985b 1Axbn81.141An O C IEan�4(rcFmM BS IWp Imb WOp WOYa JYA tfi]p Stop ESib JA316 W21Lr P,bk' I Ntbn ®3'MM1 g.G IRI Z[]MpFCIp/�B. JY iPop imp B]OW i]SO WI IBwib lOp ZZl llu 2NCAOO Qo.1 J'Mn.O.CIU{1AI INp IOb ITI L`s >lplb 10 b 9RMr 1 b J11 Pr 4Zp AnMIFC9p16431 193p 19Jp Z3301 N5b eIIp NA WA WA WP WA 0.CJ FUI GkR 1Wp 3]Up WA WA I:A WA IBBIOID 2MNw®1.f]'M'vl. CIJP, USETHE SPME ANCHOR PATIER4 AND ANCHOR VALUER AS IRE STANDARD CLIP. CRCLED VALUES ARIE,,USED IN THE IXAMPLEON SHEET TE FOR FIGURE2: TABLENOTES: l I G �V \ "Y FIGURE I: O / "BEE SHSETIFOR INSTRUCTIONS ON SING THE TABLES AND SHEEP 25 FOR PMATION ON LOAD G. N G • GEE BHEET52-4 FORGE 2P.M.INST nONMETHOW. LWEAR INTERPOLATION BETWEEN MULL LENGTHSAND/OR OPENING WIDTHS IS ALLOWABLE. FlGURE� 23. alpS MULLIINTHEFIELDFNME NODIMENSIONALREG GTDIMEBROWNONBHEETS21- ARENOTT DIMENSIONAL NANDMLED, FOLLOWING L RESTJGTIONS SHOWN ON SHEETS 2 HOLESIOBEI) IN HOLES TO HEFIE FIELD FlGLAE SHOWSUGGESTM.APPROXIMATEHOLELOOVn S. • ANGLE CLIP MUST REUSED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC13B1 SPEOFICAnONS. HOLLOW MID GROUT-FlLLEO BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE PREBSURE-TREATED N PAIRS. FIGURE 4: FIGURES: CONCRETE YELLOW SOUTHERN pNEWRHANSGOF0.55.ALUMINUMSH LB(18 EBOGnMDBEAMNIIAUM OF.125' ELSNOSTOBE AIMINIMUMGR 1I IF�IGURE6: • THICK AST.12 INTO M,,SH-THICIENDATlGE).BTRUCNRALBTEELTOBEAT THEMATERIALp10 BB N1PANCHORS INTO WOOD IW SESTEIS, 1"$'&OR60SS.��TM��BBEYONo • Opnom 'BLE r•- I� 1•XZ.TSX.65TMULLION a PRODUCT REVISED 9 camPlylag wlln Me Flodda NOA-Ho. 17-0630.01 Eapimtlon Date USIPGa021 .k i No. 5BT0.5 x L1T AIINLLER. P.E. TABLE 5A troo 1T00 lio.0 t]00 1m.0 1m.0 tio0 1M9 11{1 f05.{ e1.9 0S1 19.D 9L0 'AS 4T5 III 6W 611 }01 TIS }09 69] 82B me dY I91 ]II NB 'm9 1mD 1m.0 1R0 1m.0 tIDA IWd 13BD IOT.O 9L0 61.2 N.a IS2 91.7 133 IlI BOF TN O50 a96 B'A 11 1W9 'm M] RI W 611 l4 1 357 4! )W Imo 1I¢O 11a0 1i60 IX0 170.0 1,, 1110 17.0 m.1 61.9 1].0 1 02T 3M11 241 PapmO/b[ {xe tmo 6N 1m.0 eH II00 031 1m.0 x9] 150.9 aW 197.0 ed1 I'm m1 01,6 610 l60 60] T23 NB OD 996 ]B.T 91T T3I 3M 33.0 190 1. min eA 94 tM! HIS 11`A IWB BY Pa[ RI WI 6R 14 3A Y9 10 OpanN9 fta0 1T0.0 f]a0 tR0 Rao I3" I]37 101.1 &.1 i&1 'AB 10.9 I 10.1 1a1 SVS Witlth YA MB 601 ml il8 P m9 Bm m5 Si6 NO .0 ]11 1D8 ]Y BorceNmysparFul9 RC 1m.o tA0 tm.o ROD I]B] 1190 1W3 W] W] W.1 H.1 ni I IlB 3tA R3 min Wv � 114 1tv5 145 tt6! 1GD BSM1 BW T11 6M 541 d4 i B4 330 2A9 MMIiOn TtcWPlni im0 1m.0 110.0 1R0 10].0 1N.) iTA 813 R! l0A 11.6 MA 151 ]]1 161 Oa ]tB 661 TI3 BPl DR 019 T]S SS9 6¢5 rbl 133 Y1 800 333 E] ac mlAllrs)ar Pwlaply tmo II0.0 N¢o ISt 11]9 1049 4.0 )I.1 80.) W.1 146 ]0.1 31.1 18.3 15A TabM DOF tt19 IAS 194 HM 1t59 1Dt9 9]9 m] TtI Wa etd t',1 95) aM 1W bM0 50N Opmtne TW'01n9. 1R0 Im.O 1R0 1]OD INA t320 1t3A 09H T0.1 6[A WS ]29 TS.T 1¢0 te.9 Xorent 5N BT )q 6x1 917 9]9 m5 e1B Y0 YB diT 96 ]B] 1W 11B (6�r W[u8+ly Im.o 1m.0 1}60 IIBS 111D 9S9 eU 619 61A 50.5 IIB 3).1 190 1T.9 1].B Im1lz¢pMrycparilgmU5om) IYOm tN0 HIT tID1 f101 1159 1WD e'd Trtp'M[ry. Im.O Im.o Im.O 1m0 119.1 11f.! 1WA AI eN ]W ON D10 0.nhnWln IIo.O 15T] iN.l 1b] I'AF 116e 15i tIDS Hm T1ep'iuW. no.a 1)0.0 Rao tmD ]]I WO 136 W1 Pea1vWW tiao 1]S1 f31.3 1MA 1WN Im] t5P lag] 1W1 i�Tkn> 1mo 1N.0 ti0.0 Im,O 41 6!0 YA WI T7! 154d tla2 IWA 99A 1Wh 1W1 ISp flDi 1101 1Tno 1I0.0 1R0 ti¢0 Al WO em ]0] T(] ]B[ b5 930 m5 W] G ]y j Ilyl bN 4.®SN 5tN BON AF mN mt 1m.0 1mL 1m.0 ROD Imo 1mD 1Wd 460 T96 Pol @.6 ItY 1N.5 INS m? 1tA 1N.5 Om B91 1160 1N.5 8ll BID xe9 1018 119] 030 W3 1MB 1t9.9 019 398 1WD 1109 B1B )5] m.6 955 83.9 TIO [a8 BS 9e.1 lb 52f aS W.l tle 8m T11 WI SN 14 S5x 9]B 3!9 l6e OSI 3¢9 4] ]0] 1a6 120 Il0 M] Sm 331 111 ]m R9 1& NB 9]S I30 12t 1)A 12B 15H 11b ltb [ID T[I eG 6N -14 ]3T ]Y 16 R3 68.1 !tl m.0 'ffi0 10.0 16S 120 W: Y9 M1 113 395 '61 9a 110 138 mD W.1 915 IBA 110 125 06] )11 WI 511 131 39 69.0 30.0 91.] 30.1 ]A1 W9 9G SR Im 1al N.1 91A T11 m1 69.] Y.1 SO.B W1 Fdt +^4 mF T]F 9b 95N 109M 111E tIDN 1003 I01.0 BSA 5{3 XI 1M1.1 ]).) TH eat SH 14 94 ]2! 1A TG.9 MI 'tlD C➢ 39 18A a4 36 356 m3 iB) i1P ]S1 150 1W ]10 11.0 1]] 11.0 ]19 13A 1A 90 33e 11A 1N aT P t0A 2C IPHLC Oo McM[Ca T.N.M.2h FIeBM9 smuF� IX219¢ a9a011c XOl^i 01V va•s9 Eto at@6x9 uP sa Plm PMNII Tp4: y1@EI[o UMRm VP IXOY¢0[an �@�O VCa[m g[C FI[o UARm VYEYOUMtOn A9P[eym Uprxm AmrtGde Mchttcllp PaXema \• 1.Y1 SVd \' ?Yl 1' 1-VT S 1tb` 5kme E00e R0N 1• Y 1-Vd- 1.VP F1/d' t-Ilf i-l/f 1-1N' Y EnROnml fYd' I. , IS'e 151a^ IJ'P B®Ib \W A19 ZIOFe E®Ba SM Om Id01M 9d l^ia fA[Pe W"llb 2 PMM 9A)S WM1QC./FaItlNa VO®6CiP6Ut �Fs M. dU0[ WA ]ID39a NIA WA t11A WA WA dTttW[QI.IY91h O.G]at][YN{F Ua[f)C[9E]013 dmna �ft WA WA NIA N¢lp 9W IY xu Rol[¢ T®ba Bm F[ 109Eaa dArtlon OSVB[¢c.l (G b3 Al9l[ap[/Oi9$ i®Fs )W 1B �Ff t]A 9e IB3610] WA NIA WA H/A WA NN nm.o C./uceo.l[do.11%ASYM1 pIB IS N/A WA N/P WA NN WA 19]W 1R Ib 901b 1H]N[ a1]W di]Ile ]wcron®aW 1MICrIFCtlp Qia 3) 13 F9 IN.ESM dd3b EY116 R5l[< IW WA NIA IYP IVA 3YIFa 34� NIA WA IW NIA 181b 2Mmn ®116•WILOVF4YP ti]06Y __ -__._ ..___..�.....�..,.ono oerrPPW eun ANGebR VALUES AS THESTANDPRO CLIP. NOTE FORTHE OFFstl 111, uec m=s.•� �••. FIGURE I: FIGURE2: FIGURE& ANGLE CLIP MUST BE USED INPAIRS. FIGURE 4: moo FlGURE5: FIGURE ANCHOR CAPACITY /1DJUSTMENT FORMULA: (OP )X /ANLH0R G1P..v,...1-ANCHORCAP.e `MULLION TOOBTAIN B�. USE THIS FORMULA TO OBTAINTHE MNDlNNCHOR REOACTUALP PRESSURE CORQUIRE ENTFO MAN ACTUAL PRESSUREREOUIREM MAN ME THE OPENING, WHEN RIS LOWER TFANTMEMULI.ION CAPACY (FROM THE TABLE) OF THE ANCHOR FD MA W ON. IT HICL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USEIONS F O FROM ADDITIONAL ANCHOR OPTIONS FRO]A THE ANCHOR CAPACTTY TABLE. F1.000•-1 TABLE NOTES: r 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL NSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOS OPENING WIDTHS 6 ALLOWABLE.. 312E 3) MUWON AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21ZI. FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SFEETS 21.23 IIL HOLES TO BE DRILLED IN THE FIELD FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. d)SUBSTRATES: CONCRETE SHALL CONFORM TO AD' 301SPECIFlCATIONS HOLLOW AND GROUT-FlLLID TO AS O-SO. WOOD SHALL BE PRESSUBE-TREATEC ww T CONCRETE BLOCK UNIT(CMN SHALL CONFORM YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60B3T5 AND BE A MINIMUM OF.IYC AND GAUGE). STRUCNRALBTEELTOBEAT I•X3.125'XSMULUON fl-WMULLION) THICK.STEELSTUOS TO BEA MINIMUM GRADE 33 -M'MIM(18 I THREADB BEYOND TLH MATMR W &#12ANCHOn INOTOWOODMAYBESTMiLI &S.OR4DS.SCRcIV PRODUCT REVISED NO�empSrinB with the FTelitla ANOA-No. NB tetle 17.0630.01 ND. U705 TABLE 6A MOIBOP CaFidy T•ble ImslRt) 1z4 z.135 Num.Tube Mumvn aF NN 9625A GF WN B]N mN yG T1M l6p 'r RF 9aN my, IWH 111E 1XF OFot+hlS WM1F (Bm]etimN-epaMry it &Ba� fg 8 fr gg a@ tm.0 1)40 1N.0 1Rn Hat 131A 11).i 66A tPe 74.4 Il.t ]0] M.6]31 x1A t92 �e n �a sfl M1 lZl BW e15 i62 T9 69] @e t99 W 1W R3 'dti ml®Dl9) RLooln 3ggq� E x� iC 1]ni tRD 156.1 1]TI 1112 1We BU R.a G] WA ]BA ]tA RB le] Ot BOIn _ k aA ttte IR] 1]]5 1159 1011 a* BI) 619 T63 RI bl] IR ]Sl am OPeNn9 Tre jai £ d € s� vao I10.0 1R8 IRO t2SB 01.4 fmT 0&l ]12 bit QA NA 'd0 1)a Ho1Bb] gq_ d�' gp �y Bd t¢1 FR )tT e]f e01 RB X1 Gfi ®t ]M IM IW Y3 iGl (br Re 5 @X i@ IR.e 154] 1166 1x]A 1010 W.T B2) .9 5].e elA NA Te.T Rt I05 had xorAsy-epeMrO nem0m) IN It9N A. S Qt ®0 )56 11sinW'v IovinG ng H &qq 55 94 ilnD I10.0 IR.O 1)OD t]PO 1TDA 169A 136A 110] t0e.9 W.e N.i 11 ]].1 291 e�OF 3` fr6� 6ID ]m IR Tel B65 NO BQ G9 Tee TG G] RL RI elS).e 3W inMNV. bvtnp $t r�g g s@ Im.D 110.0 1R.0 1lOD 1]0.0 IIOA 1R.0 tIi) 1R.T 511A lle yJ 41.1 A.e p@ 8�' �� Q! 6]I 60> 61x RI TIS )09 T]i 6Q6 WI IW IZa 311 7a xn Peb,Wv L.6, ag S z� tNA IRD IRD IR.D tm] 1512 tAA 11]3 �a 040 660 O.e -6 3u 60F F•'.. 6� qp g3 33 )11 050 e94 Ma 1Wx Nx Gi N9 fix T11 G] ITO W ]5) YA 11]NTee^4 ..a S a V yy 3@. IR4 RPO 1]n0 1160 t]PO 1610 IH.9 tl1.6 1RB GS 6D.T 14] Mo !IA a1 %gg G�' $3 afrd Ile 5N ®1 ®1 >8) e1B Tm TL 652 MI !/I II8 ]]5 ]tE zrI RactrnPler Iw6np 8 5g 5@ vO.D IRA IlPO VOA tlx.a 1H6 11 Pt W.0 926 R,! 49.1 10.9 28A X.9 x+.o TON £ag.. S�' goo- dR3 ese 892 1CN 1116 iM e-2 W GB lQ M rW ITB In ]4 ]m RW10w. VadN Fug 8 5gg i0 trD.D 110.0 1R0 110.0 101.f - t]0.] Nee W.0 at 'S0 ll2 ]]A IDA tv tag' pq g$ d2 5pe NO BN iG WE R9 16B RB GO W3 Im 112 m0 ]D x+D 1Act,ryple L®f^e i� 1R0 110A 1RD 1%A 1MA IOA 1WA &.9 T2x me N.9 XB A2 =2 +i] to P lf� a� C} d m3 it]] 1100 115f UPI 9M M G9 iM M Y1 IR M 351 ]m man a £ G� cb s$ arc tNe 18m 12U IISe tmx dW 8R 6I8 Tev2 TL 5Al Re ]ll ],7 F 1 �re0 -0Pg d 5 y5 's@ tM0 1fi.0 NDA +TB.D ".2 1N.0 1@S BYT 693 W ]9.] !20 EO R1 Zq'_ b� p4 er 6W )m Bm )91 )% Tll e]5 612 59 116 393 SfT 301 WL:d7 Fug a .a�x tID.a tYJ Itl.t 1W.8 e11 iA 04e 66B H.1 M.9 xA0 3?B 160 16.4 IW0 T6y� IIW t]W 13]B 11Y 1W 9N L{I N9' )6x TN 613 IR !Tf 3 5i 1 �� @ 5g 1i0.0 II0.0 1)DA ITPO 1X1 ILYA M-1 11.5 R.a bl] 31D Rt 190 IT.f G� y } sl 6W tm m1 1W 119 659 VD bTp AN ]m Lea g lua 111.T 1WA ®x TI.! 09.1 b9 11] Y3 2Ae x].9 g Z. tWe 1]l] 1Z]5 11G IDB R2 N) W i6E 1 G5 tm.0 1TIA 1R.0 lRn lil.1 1m.0 G.0 )26 bA9 0. qq 3 531 600 FA ml :aT ]H ]ll Pe �KWer 12TA ea.> ]TA P3 626 m.T Sf.l tNe 1]0] 19fi 11m fOG 1 55 tioo 11D0 1R0 1Rn IXI NI R't PE iDflO TII 91) GA ilt 65x QS M T3A mt esl d61 TW WI b5 TN ft3 66l AI iN MS '� NS Y1 130 11.1 9U ]O.l IR f1B i5.0 lW IT3 Il0 N3 eM ]10 HA TJ 1).1 ]d 3W 17.0 at 1 17,2 1efi ANCHOR CAPACRY ADJUB wA L19 FJa l®Mm i»'EYn W,cm IS1M� Nnbl 119'Ekelabsm I W'Eto NYami Anaho)CBPPNL•R6 x /ANCHOR CAP.�.e1 ��OR CAP.m `MULLION CAP.se., MAY BE USE[ [OR OPTIONS TABLE NOTES: FIGUREt: FIGURE2: FIGURES: FIGURE4: FIGURES FIGURES: • • • • • 1] SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHM82-4 FOR GENERAL INSTALLATION METHI � LENGTHS AND/OR OPENINGWIDTH518ANS.SMLE 21LINE.0N 3) MUW ON AND MULLION CLIPS SHOWN ARE MOTTO SCALE FOR EXACT DIMEN810NS. SEESHEETSGURE HOLES AND MULLIONA FOLLOWING DIMENSIONAL RE8(RICDON9 SIfOWN ON SHEETS 21-23 FIGUREB SHOW TO BEORILLED IN THE FIELD SUGGESTED.APPROXIMATEHOLELOC MONS. FIGURES: FIGURE& FIGURET. • 7117 �� • CONCRTEBLO CONT(CMUSKAU- NFORM ONFOR TOASTACI 15PECIWOODONM--BEPWAND GROUT.FILLED YELLOW CONDRETE PINE UNITN SO SHALL CONFORM TOASTMG91LW000SHALLBEPRESSUFAT TIC STEEL SOVRIERN PINE WITH PN SG OF 0.55 ALUMINUM SHPILBE6083T5 AND BEAMWIMUM OF.I2STHICK STEEL • STUDSTO BEA MINIMUM GRADE33 ANDD45'TM (16 GAUGE). STRUCTURAL STEELTO BEATIEASTJI THICK AT LEAST 35CREW THREADS BEYOND THEMATERAL iMO S AN6LECLIP (FIOURE953B) MUST BE USED IMPAIRS. AND A36. ALL ANCHORS INTO METALSHALL EXTEND 412 ANCHORS INTO WOOD MAY BE STEEL, 168 5 S.OR4f0 S.S. THE PRODUCCYT REVISED =a tong Oode IN the Florida NOMN•. 17.0630.01 N0. 56705 * a L5h FL TABLE 7A mm Madams ' �n im.o um�g Idncao meen2 INOq •''�"3mu— AIYm.Tobd s Ix Iit d1be g gsB s� rdX s ram od a aeY �. iu m 6m re2 ]u n1 64 m.9 ]a of fia m.3 N2 9.e ml u,! TR m.1 — MS ]u d0.e 8N »a ]u ct.6 em e�.o na +a.. .r •..• ._ -._ __. see E19 s]0 6z1 Bm Sae m1 .Ea 5D° .ad sn »J Bg8 371 d9e ]la Sm »s I4L 341 6b A.d te1 1a me 26e .n I45 Em M,x dW Sye me 5m .160 gN x45 .m d13 m! YL2 1» ]6.0 Ys 110 td0 310 db 3f3 Ili 280 BR ]1] Im 21D a3 W.t 4. 2de m5 36] .H 1ep NG a.l HZ 175 dpA IA %0 416 19.p i]8 ea8 QS ]aT IA ]B.s (1! 9a dlt Z!.] .]6 26.e i0Y Z2d t]5 246 t0{ 1n0 d]3 31.1 d9! 10.d p5 Id2 ]» 1A] dii 1].Z ]M gAB '181 ]os no no 2 so It. 9g tn! Dr Iss as. n.0 18M1 ANCHOR CAPACITY ADJUSTMENT FORMULA: AncaorW a Task b L:: ANCHOR CAP„e,,,, N4CNOR CAP,,,,sobinli2Pxdww0.1UaMULLIQN CAP.•ew�CHOR 51N'88ElB'ei4oi�°tlf'ElesUmeem t]ea:mve Eto LL4ecmAFORMULA TO CUTAIN THE"ANCHORY REQUIRED' CORRESPONDING TO AN _ RW ENIT I ISR LO'NERTW�N THE MULLroNrOl ,a/smnla4TwaWAwbWAYIFROM THE TABU NAN_O-CTmBmaemkrNA.HWILLYIELD A MINIMUM ANCHOR]eelm Bum tI4Y WHICH MAY BE GED TQQUAEt>amtgmm^ GP�ACIfY TABLE NS FROM THE TABLE 7B AgthorCllp Pa ]AwlvcD l.i4 YF, 4A2nm ®LIP lG BAMiM ®I.1PM. rcM®T fi A¢b ®S IArcM+Q MS'Mh o.0 /YdPi F.m.1Yv'ABMIN�R WA WA WA WA WA WA WA WA yli me M214 BeOma $Arct9B®]2'BtlM1 tl.G/ILInIry.B% 951®r ]mm M]m Imb 1i0m 4ArcM2®1.1P MVL V,C/FtAp l:h. pF —'a tW lm WA WA WA NOTE rott nt vrram wr, w= ..._,�.........._..__..... TABLE 7B AgthorCllp Pa ]AwlvcD l.i4 YF, 4A2nm ®LIP lG BAMiM ®I.1PM. rcM®T fi A¢b ®S IArcM+Q MS'Mh o.0 /YdPi F.m.1Yv'ABMIN�R WA WA WA WA WA WA WA WA yli me M214 BeOma $Arct9B®]2'BtlM1 tl.G/ILInIry.B% 951®r ]mm M]m Imb 1i0m 4ArcM2®1.1P MVL V,C/FtAp l:h. pF —'a tW lm WA WA WA NOTE rott nt vrram wr, w= ..._,�.........._..__..... NOTE rott nt vrram wr, w= ..._,�.........._..__..... _ FIGUREI FIGUREY, FIGURES: FIGURE4: FIGURE& FGURE9: FIGURE& FIGURES: FIGURE]: PNGLE CLP (FIGURES 5BB) MUSTBE USEOIN PNELS. WA 'SWl me WA ]1]m9 WA YOXn WA J°A Fe WA WA WA WA WA F8314 Bmlb 11Pb J 1.OfiY r" � 1.000' r TANOARD 0.1P. 1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LONGING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND'OR OPENING WIDTHS IS ALLOWABLE 3) MULLDN AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DWENSION$5EE 40�,az'y 4000' SHOWN ON SHEETS 21-23. FIGURES SHOWSUGGESTED, APPROXIMATE HOLE LOGT�IONB. NG 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT{ILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-91 WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PNE WRH AN SG OF 0.55. ALUMWUM SHALLBE B083T5ANDBEAMINIMUM OF.In'THICK,STEEL STUDSTOBEAMINWUMGRADEMAND.SiSLa.237F THICK (18 GAUGE). STRGTURALSTEEL TO BEAT LEAST,124 THICKAND ASS. ALLANC-IORS INTO METALSHALLEM DATLEAST3SCREWTHREAGSBEYONDTHEMATERO 4108d12 1'X4'%.3T4� 1-X4•XA7V ANCHORS INTO WOOD MAY BE STEEL, IBA SS. OR 410 S.S. 'P-MUWON MUWON PRODUCT REVISED pl>Ing with tho Floe" as uliainB Calla 17-0630.01 NDA4N•. Eapim60n cam OS/2612021 * � No. 5Br05 A PRODUCT REVISED pl>Ing with tho Floe" as uliainB Calla 17-0630.01 NDA4N•. Eapim60n cam OS/2612021 * � No. 5Br05 A wn BeclMptlar umrrnsy e.ae,vte. mq wio. n.=act•. ToIXl�l.a. R•�"'v.o n.c'm°^a late, e.Leo ma'.�o. a.a.�v4ar ma'.�a xm.vsx rraurnme. Ima� t 25•a Imdre u,.ag la.d�u .mare Leare Lmdm Lmd�y Imd�e IUmut LmdrN Lw1ry Imdre Lmmp e� 11tsa j�E2fiAum .§P' s%` 1d ss @ ®m�Q�Omm�m®�m00�®� f{8'iL'ii�i�iti47�IGisua�ra:�eee�ee������ !J� FIGUREt: MOURE2: e o FIGURE3: ANGLE CLIP SEWED WT Fe © IN Rags. FIGURE4: FIGURE 5: FIGUREB: 0 O TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABIESAND SHEET M FOR NFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING MOTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EINCT OMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CRO. WOOD SHAM BE PRESSURE -TREATED YELLOW SOUTHERN PWE WTTH AN SG OF 0,55, ALUMINUM SHALL BE 6N5 TSMDBEAMINIMUM OF.J2 THICKSTEELSTDDSTOBEAMINIMUMGRAOE33AND .00. THICK(18GAUGE).STRUCTURALSTEELTOBEATLF .t2STHICKANDN6.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREMS BEYONDTHE MATERIAL S10 S #12 ANCHORS INTO WOOD MAY BESTEEL• 1&B S.S.OR 410 S.S. 00" i i i Q a 0 0 � aggg m gz'�O PRODUCT REVISED 0uldplying wlll. the FloHda ling COC NOA-No. 11-0630.01 Eapintion Data 0512612021 mm .YNN MILLER, P.E. FL P.E.# 58705 TABLE BA mN mm F...wC.w md1B.r,B w�Nw�m fzs SBzs � taemie LmeXp P]n 1]0.0 BID 11PB d]] 1]00 i11 IBn IA.O ]W R00 5'M 110.0 UO mNSM IRO iR ROA Sm 1]00 ml OBX 110.0 1B! lAA B1R IBIS W9 ®X IUy t10 1WA 6N 114! ]IB mX 191.I %1 IIIA 5}0 1011 U1 UX 1%.0 81] 111.1 UO 001 11i ]Efi UA BIA B].1 190 Bv.1 010 fi ]8X Nd IH Rl 106 BSi UI ]BX 693 1!1 0n0 101 BU 111 WF tl.l JZ 1].B 95 ]41 3!3 ®N ]!A 301 m.B IDO ]vl Y81 1M Bi ]Id 2L 241 'dB 3Y0 90 1t1N 9d 210 331 1Bi 109 210 BMN Ry le] tnx RB_ lae 1% Oponma WON(mlwNOelB`OD9wOM MWIW.C3lu TBMP mdOom)ar m9m' OPaNInO I+ mPmnP �pq 1]0.0 R0.0 1W.1 1]I.0 t01.0 U9 RO US IS] 11.8 ]I,1 S1.] HeiaM(m26OBroa.Fy+peMlg J31 Bl1 v09 UO %1 U9 IBI NB ]iB 9U %B ]11 IRON B..aaw'.r n,.a 9 1549 1110 111.] B]B 1Wd BII m.] !m i1.8 ]l0 61.9 0]1 mB BR 11.1 818 9S3 10! B]d 111 iwm.w. le.mw IIPO SH INA Bm IY] 5% 1]9B 6X %d 001 OIA AM 81.1 IU lWASm)]'oln mom.eda wmra 1]I.1 t110 Old 9]0 Bl8 9}! Ti] Bm B8l ]b SIB R] 118 M} ]odiAaw IweNo 1R0 0]I IS0.0 Uv 1A0] US 1MB 0M11 O1] 00] it.0 Nv 81.1 IN We am�am. �9 fp15 11]B UB %B in1 9% UY BU 512 116 NS %] ffi1 011 miAwmB FF 1IOA ml IRO W tmJ 095 IxOI BN OT] 3N R.1 BIA BA1 10x IWN � d°N9 � yN- BSO 1118 i3] %8 019 T[1 6I.9 WB NB ]IB AB 01! l..eX9 1]p0 G1 RIIO A!0 i5nl m5 IE00 U] 9]] SB3 m] IBi ]On mb Twemma t°°®^9 IIPO 1R0 1865 IIIA 1%.0 %A !8] W.0 IBA IBA 3B.B 115 UtIl -1 519 091 }OB EBB 599 89B Ftll 195 ]M ]m 3W 9d0 1EB tU a.w.9wT �p t]v0 1R1 1119 IW.O i9d Bv.T ]99 IB.t ]93 903 1]B ieA BB N'A %B BL Bm id6 BT! B1} 410 IP 191 5S 1% T'N]e•^> lesd,N 1i00 19 IRO 5N 11P0 v31 11P0 s91 1]3? BEO 11]9 mA %A 519 10? IN UA ]m Bll J]9 J1P 30d 2m T.1 EB IBA t91 15B 1% weml.m IasJN0 110A I6).B Iml 193A 102] BBd i6.v 8&S ®] dnB 90B 55.0 RS 1v? !m 910 9]I BW ]IB 0]1 OD 510 IB$ NI 95E 191 ]ID 318 mM++m. 3aWn9 IN.O mB IIOA 6N 1]OA 6B1 IWd B% 11 ].v U[ 1W.1 W9 B89 042 U] %9 ']W EPB 3!2 ]2] 3B< ffi1 RS] 1n9 ]OI Ins +M aml.mda w9aa iR0 i<01 19LB 116.0 09A ]t.5 %3 51.0 1l1 10B 265 91.0 1L IIA MS %B BEi B09 lIB B1i 01T B10 185 111 NE 91 20v 210 A11 111 ]9.9 mB 10B IOB :v.0 NO I5.0 IOf 919 SIB ISA 10! 1i2 ]11 YBA 165 R9 ml 35.4 IU ffiA UI 290 iB5 ml m9 Jnl ]W %3 NI ]!1 NO 33> 111 N.I ]IB HId IR ]9] NB E13 ]% N.1 ])l 11.) 3'✓( 1.1 'dB M3 IS] J]3 101 LO R4 991 1 .5 L1 1AB UI 17.1 ]l0 RA U1 ISB FIGURE 1' Q ��jjI• FIGURED' FIGURE 4: FIGURE& FIGURE2; o ANGLE CLIP MUST BE USED IMPAIRS. FIGURES: El TABLENOTES: OSEE SHEET I FOR WWRUCMONS ON USING THE O N LOADING. SEE SHEETS OR GENERAL INSTAIABON ZS FOR WF0RMATK9N METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDK)R OPENING WIDTHS 0ALOWACM 3) MU WON AND MULLION CLIPS GHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRIIAED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. AFPROKRIATE HOLE LOCATIONS ,)SUBSTRATES : CONCRETESHALLCONFORMTOACI901SF FICARONS.HOLIAWAND GROUT-FILLEO CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-N. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN ED OF 0.55. ALUMINUM SHALL BE ,,, iTSAND BEA MINIMUM CF.l M8 THICK.STEELST2IPST0BEAMINIMUMGRAOE33AND ,OWTHICK (113 GAUGE). STRUCTURAL STEEL TO BEAT LFA4T.135'THK:KAND AX ALL dR 1 ANCHORSPMAY BESTEFL, IBA SS. 0 L"LLDTIREASSBEY0NOTHEMATERIAL. RIO ,.280• r-1.280--j 3.250" 3.2fiP .180' .107 11VX3zWX.I(Ir 1.2S)(3.2SX.1W MULLION FOR MIAUON FOR Fh UU.EO UNITS FACTORWMULLEDUNBE PRODUCT REVISED omP IX wIM Me Flodda NDA-No. P NOa-Na, 77-0630.01 Ex,Ii Uoa 13.1a955262O21 * iNo, 681D5 A LYWMjLTftV, P.E. Mu on CeveelHTaDle yoaTl TSB 9dSfi ,624 AIYm. Tuba wn IL[IvnpWar Lv.dne nNnl:ne. lwet.a wm N^Yr^Part TnAIM1onO. LaSM In[mn �_ � � gg ^� a�' Fa a'E @3 is ns ITDD ]a+ tmA SN 1]a0 BSO 1I0.0 Bal 110.0 196 1)pp IR 1m.0 996 tla0 ]O1 R0.0 IDO RO➢ HA 1A.0 ILIA f]p.0 }A9 90D 11tl Tm0 pB tA,9 1019 tW.x Rx 1N9 NI Y6.0 ID] itAA A91 110.9 $90 i1.6 fill i19 6R 69p 6w fill Ixf ILL 166 129 dW 911 Nl 31. 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LevZq 5 '� no.0 I10.0 tirtp ITDO MLI R43 V1.1 999 19.3 ll] I1] li] ]}D ]6J )0,1 WF ➢d^• � s +t16 Rib 1H5 II]d I511 RIp 1x1A 1N9 HI 09d fill 59p Ifi6 Nt T..I..o- Locfm9 4 "'� nao R60 1ILL0 11p0 Imo 1m0 Ili.1 1�] BI) 4.1 Sx9 I10 ]A1 ]11 RAIDM YCg 58 ul AR Nl 9J) 99A f0i tOW 010 1fiB 130 SSB IH ]98 ]i0 Qarhorieutag"BpenWl8 P^NIBmu Lme6i0 � �� +1AD ROA 1)0.0 IIp.O N6A 1]5] f04B 019 HI EA.O +lp JS.+ N.] xi9 141 t01N &� ?� 1HA NR NN L%1 1511 flm IHs 1N9 Nt 19! R1 fiW 16p Ill Tm mPThnp. bolLq � �� noB 110.6 1]0.0 11R0 R0.0 I6(A ll9A ]Ol] As.S i0➢ IBJ Ab x1.1 N.B 115 �e � � sa 6A0 T65 BA6 wll W3] M 0R ]6] ill 651 LAB ]51 Jtx 41 ""'Bee) IMv4+l„ LaeLnp R =•k ImA Im9 i65A 1.1 1m.0 1NI 90.0 699 YS 540 SB 8.6 ]LL) 19.1 15.1 IWF u` 5 � NH I1W ISH t]63 1511 Y]A R10 I0w HI BN fiTl AW IH dtl Tnpr,Une lovlFO u' a 5 1mA Imp UTA IRO VU 15i9 R0.1 N] T}.B >0.1 N.I 3Al 9]5 ug6 •3t 60] )•b P61 IDR 1pw BID 19! ]N )p] 639 R:nlvnNhr Lullry S � nA.a 1691 I525 1]1.1 1016 m.6 R8 f9.9 61.0 Nd Ibin �@ E� R36 19i9 1Ni I1 6B 1511 111p 1]IB 1N9 N1 IH rn]NHnp. Lveva0 RaA R0.0 1]a0 Il6A 1]0.0 tA53 1ID.0 Btl :a � s 6]+ RO M6 IBI IN] +SIp NO[INUW Lom'xA ' � +m.o Nd6 1A.5 11).9 00.6 ]AJ t60F s ua � S 1%3 19]9 t0R 1T59 1511 fYp T r:K LaNlnp u _ '� IN.o tm0 110.0 1)Op 110.0 1E5.1 u� p S 5]I fiW TSB .? .v �a Fa no.6 6N � lz 1m.A IN.O 1'W➢ llp.p 110.0 119A ROA I}60 N9.1 R]A 90.1 RJ AO.A <6l 309 21, mKln aHin dz to IB In 5p61z6 5ji^ LOIn OI^ RI^ i{in 901n Alin 1W In 111N IV I^ INI. 1}00 LAB +ipp 1N Rp4 m1 5)RO f05 RDp WA R0.0 911 16).1 IOd9 N2) N1 IR.o AH 0SB fill m.B 666 19} i64 I9J 111 363 111 ]tA No BH 106) Iplp W6 60.1 1xw 119➢ W6 tl0 62< tW9 N.1 630 I+.O 61.0 13] NI N.4 I1] Nf ON R] 60.1 HA 691 ]0.T All 94l 331 96.9 WI 3].A 6I6 N] i]] 69p )1➢ d69 321 690 H! IN 3tl RA IN 91] ]Is 16.5 d66 196 ]10 xlA ]5) I6A 111 Itl i66 11.] MI RJ ZI ITSIV 9N TABLE 1OR A ehorc.poeltYT..I.Vb.) Fmwwu Ram Mna 4utaVals 2Tl OR rtm 410Cn1t xmww V6.889[p NdEkO 11(49Dm aM9Ne1 M395m1 M29Bxl Yf QOVNucen tl+BmW N6•tl[oNNam 1/1'F)[pVlleaco^ App�'aN VOaem Ap3rl56rt 9uex1[U)!cm (G4) S[ry (G'9 NfNorypc 156Bm Ulam YM[m x-vr 2 SYC S p.N• o0f 0.93r Anpho]CIIp PBW me o51me 1• x-Yr r z.Yz 9M' 5• 2-Yf' 1• Fvr z Fve• lslr .nc FA FmN.paml n lsr<• FOr uu• +ar r Far 1-vr Fva• Fvr ]lalm +-v+• aIIIA 6Wae N1 N5 91x 1a fiW IL �D9 9W 95 dWp WpYX i6N D5 9p D4 2W ph SHIo] WA I.A xM[SM®A)Y 1IIn OC.l 9ra[YaIpfl019cICDL15A.1 6A09 S9W Im +9W 5B Y3R5 9W9v HW OC +b1ANMn®]'MI90,Gr(Q3JAWIe �pL4=r ibE05 Np4i I611m SUA ifLlm ]NI45 1aWQO G59K a1W ]W 09 ]W pA WA NrA WA WA WA NIA WA WA N/A WA 9g1[1va6D 03d'RSLOCCU ,iNo.foPNum IF1A aI N!A tm D1 WA +WM NN 'INM WA WA N6Pa NIA 0221s 199D5 NIA NP ttloe tW PS 1R D5 WA Vol.1WIM WA I WA 92b IWA N3Pa WA 1i00t5 H1AN R21 R0 IR Ra m0M rmp9G fArctdliL'W (x6 2M[MIS®1.59 WILO.C]FrTD p6! xTiDS ]455e PRODUCT REVISED ul'apinDplex. With the Monde g NOA+de. 1T-0630.Ul EWhetv.. Dat. 051261202T TABIENOTES 1250° i25P FIGURE I: FIGURES: 1) SEE SHEET I FOR WSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFOfUAATION 0 • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, t]ptlll lllllr 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `T ] •�)�0,..•�9N21Q 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E%ACTOIMENSIONS, SEE 2 w 2250. t1:• J p••';�FP� FIGUREI SHEETS21-23.HOLESTOSEDRILLED INTHE MEW FOLLOWING DIMENSIONALRESTRIMIONS Q,-' - ANGLE 3T SHOWN ON SHEETS 21-23. FGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ *: NA. 587a5 CLIPM • BEUSED 4)1UBS11iATES: CONCRETE SHALL CONFORM TO ACi 301 SPECINCATIONS, HOLLOW AND - p IN PAIRS. GROUT -RULED CONCRETE BLOCK UNIT(CM.U) SHALL CONFORM TO ASTM GW.WOOD SHALL BE PRESSURE -TREATED YELLOW SOITTHERN PINE WITH AN SG OF DO. ALUMINUM SHALL BE .62N %AO�a srn O ��2•�tv; F]GURE4: FIGURES FIGURE 6: 6063-T5ANDBEAMINUUM OF.100•THICK,STEELST TOBEAMINIMUMGRADE33AND %L(S•:F(OAIT)1`.•`G\?: tttrr�-TfRI R--T� 04YTHICK(1SGAUGE). STRUCTURAL STEELTO BEATIEAST.124THICKAND H:IB.ALL 12s %3.25 %,ea• 12S%3.2s X.Rr S NAL `� II-il II II • VID&M3IMORStNTOWOEMENDATLEE"IMREWTHREA➢S B[YOND THE MATERNL NURJLLWU MUUUONFOR }]jlIl1111% P. • II II • I flF• a10 SfY12 ANCHORS INTO W00D MAY 8E 3TEEL 18A S.S OR 4105.5. NFypMULLEp M31}g FPLTORY-MUHEDUN RS q, FL P.EA 5870 P.E. FL P.E.N SBTOS PRODUCT REVISED pl ing viN Ibo Rorlda HOA-ng ime 17-0630.01 NO4-No. N0.50705 FL TABLF12A MUR9n Ca iab1O I]s11: 2x4ii5 A8]lO.TNba Rln 18F YWSIn SIIn 6]h 65F pN 10F S ]BN 89N B0M ImN 1f11T 1mN 1HIn Op NAUM ttOrwltimLYTiarnrO mJmmj BrOPOItinB 60F Itfe 13A 1316 1W 1591 19]3 1153 191] 19W 1061 13M 1239 Bl1 919 ]iB Nd TIR•]nm. letln9 tia0 Imo iR0 1Ta0 1T00 IRO 1R9 I]0.0 I]40 Imo 110.2 49F 4f.8 Oii NA 20] NA19M B L^ 631 4] 111 41 M mR IIM 5313 H31 101 IfW 10A Yd 7" 0T} 4m (1Or ReMgdv Lo•M➢ IAO 1i0.0 IAA 1T0.9 1m0 1R0 1mD 1A.0 1118 11T.{ OB.9 Ta.} 61.0 4T.] 3i.i i1.0 K1mrtB15'-sPanilO IWF L t210 1NT 1691 IS96 1:]1 1659 1Bb 145 IWO IMI 1390 tll9 9lt 919 R0 510 ➢^V]mW. b+an9 S m0 IRO tRY 1R0 IRO IRO fA0 IR.O IRO f6l.l 191.8 4A 56A 51.3 W.5 mg4T1 S' 531 6BJ ]Sa 80a 1� 11Il 13111 130] t509 ISW 1U] 1010 015 774 6fia mJlmn) F+.dliulx Scs49 S tm.0 tm.0 1T0.0 1m0 tR0 IRA Im.O tISA Rll 111-0 ]1.4 61.A 131 33.1 12911 %'' 11'm 1]W f]Bl 191] 31]5 ]l31 2tl0 ]1N 1� 1A01 1]W 1L9 0}1 T14'mm lntlN ITao lRA ITOI 110.0 1]AO TmA 1TQo 1]AO 101.6 11TD 89.0 l]2 B ssl 6W ]50 WI 1063 t16A 1110 16M 15H HR 1121 RvaMNr Lmdrp f]a0 110.0 Ii0.0 IAA IR.O 1R} 151L 1NA 1M1 6B3 W.B NOh tns 1903 1992 291 iq9 155] ]AT N& 1960 }n✓]ls^9 LmdiV S tl0A 1iA0 IRO 1m0 110.0 110.0 1f0.0 110.0 1%.0 E 5iIgoim0 6M TM .801 1051 It)t tiM 15'A 19n aB`0 Recbrr Lc'@ FL ' f)0.0 f]a0 1]0.0 1Fu.1 t45.9 ta29 1W2 928 11➢51 E_ f0 t9 Z6'] SMI 3150 Ss•1 :54 3HI 214 iW0 n4•mea9 LUM9 S I"aL IRA 1R0 1R0 IR.O IRO 1R0 1m0 1Yi Src 5t1 BBO ]50 B01 ReNrRaly IeSISA WF neMllm9 Wntn9 430 1}a0 ]01 INFO ]R 1]OA 1Bi 1m.0 SN 110.0 9J0 im0 9l1 1TP0 1A9 1]a0 t1II 1]0.0 IIH II0.0 1YlB 110.0 IL9 151A "I R5.1 N9 %.! }A0 Tal HO H2 !]3 41 SW 012 Rl ]{5 NB B1O 0] 951 11H 1098 0T1 1]T il0 504 P<IWJu Lwdn9 IAO 1]0,0 1A.0 IAO IR.O fiOD t]0.9 IR.O IRA 1]0.0 II9.1 1i19 &ll TB3 W. 3aA Wh ]u af0 6B Y6 IWf 1116 ite9 IDS IN0 1311 1398 III1, 6T1 419 }M Sb Tle9liiraaiB Lm9n9 tm0 1}0.0 IA.O ImA IRA tA.O lRO fR0 11A0 t)O,II 1510 12T.9 MA B19 6A0 STD Irt 5& Wt 691 i91 050 W! 109 IOm 1116 t3t9 1. 04 H9 RS 4B0 RenepO. badN tm9 110.0 1]AO 1]OD R0.0 1m0 Im.O 1m.0 11A0 VOA 12].0 t05] 71A .1 619 3f3 TOh Rd 89 im0 1116 1N9 130 i3G 1HA 1A0 I011 IT9B 133➢ 01 919 7" 616 ]rNmu¢. Ine•9 f]ao 170A IRA Ii9.0 1]a.0 tm.O 1R0 Im.O 110.0 l}¢0 1]a0 IN. ]11 m.B m. 311 3W 6l9 4{ I51 BR WO 109 1136 13W IYA 11A8 I N9 WB N] IB1 R.ml9•Iv lma9 1}O.B 1R0 IRA 1R.0 1m.0 1R.O 11aB 1R0 1]0.0 tID.O 111,0 12 OAT WF 91° 113] 11H 145 1111 mM 10N IR! 1R1 1M2 17D¢ 12]0 TnP']II.e. W3M 9A0 1R0 1R.0 1m0 1R0 fi¢0 lR0 1I00 fi0.0 ti¢0 131] 049 66.1 48 Hl 2A2 619 fi61 i23 Mf 811 1M3 l °0.b RID tID 1]69 11M tOM Batt ]B{ EB4 104 ReoMptls ImAN € 1]a0 tTAA 110.0 1100 15' 1m.0 IRO 1R0 I63t 1Y] Bfld BL9 6i.9 a30 1L9 1AB R0.0 INFO im.0 1]a0 IRA 1A0 1]00 t]AO 1R0 1]¢O ROA m>.1 103.5 891 ]53 H.1 1A6> 1111 1109 10N 191 1M1 If¢A 1MB Y] A59 11P3 05.9 SSB tA9 1]W 13i.0 R2 t1P f090 B93 62T 1138 649 B]] 161 ItA 4.1 �) B]1 IB.O IW SI.O B]1 H.0 TR ]21 9/1 W.0 RI 019 H.8 iW U.t 91B 103 Tdt A.0 9f9 3T.1 TY[ Y 1I3 ZIA B10 T® 9B 3t5 N. 31.B 653 VA >M 31A 861 T38 R$ 30A AI I83 010 1a6 N1 110 916 tT2 YA ANCHORCAPACITYADJUs 13) WI 15J HO IN[]Le le gMlpreep.nfyiam¢ l91 FlNEGIII PIWmf NP2 g6 ]h mRme SY.COe XCUI CtJ YY'SS Fte SI1S IXe Lf 556[0 ]t09® M251eAI II38WJ 9is 9[oU¢ie:m Vf EIraUOarm y1b.Nw N6'EI[O1Arsm Vf FYOU6•ean pPy.- Ybam A®mGdv 9NnlR19cm�0T3) 9Uevr przM Typr. Nfazm atlr z :utr z an• ax a4r MMareep POMma np•SeB z-xr r a1rs s11e' r z.l? r Y )12' I�Yf •dB9 131<' t5f iSi4' 13'f T 1-VI• f-tIY 1-11¢' t.VY Yt/Y 1-tlf �� %nte9nmlA INn O.GIAvnCaolOh[ICYB p13163Y WWA� M¢IAt 451m v1IX �� 6991M BBf Se 1R 9e 1N.]On®41P Nh [I.G I6bnmrJ PL]e[afYp Qf9A �� Ttl •1 621101 1iB$PL 1WM 9®In mf BB NIA N91m NIA WA WA 1R/11m UZ)16 16Mb Ilat Be IArcM N1W rsOCaLOp P1pQ B5` Ib aZ i21W 194Am NU WA ]HIM BM05 tB92 [6 6409 665Y BArtna4®1T1'MR PG ISY00Nts 10t ¢n 6W Ip5 16®p0 160AC¢ afw BB 1W6Lf -�HNW NS :4 ¢< 4WM 6WA wA ]fOl)A WA itW Pd 11221b 13W tl�3 3B44]c NIIIIIm 1W9'e 16p�Pe dArcrM®SNF. O.C.I IZI&OAfOb CI¢511n01] BMRn DTNb.OS.I P]bSAMBCIImIlflp 6Y 11mACc NR•Oa 9MMn ®151'13N.0 GI UCIRIn•Y .10%Ilml bb TSWA 60. Mo®a61'YN.O.C.IULIp. ¢¢^.13T WvtffN 6I WA II]y WA ablb NIA Itl lm WA 311 p¢ dQM tW lm WA 0111W 6G Im 2 An r4A®26r Mn aCV FCIp(R9 A 3Rm 9RM 950f ]a3 pa Ttaps Sii9c WA %91b NIA MIA OGI W'. ff•9.14] a91n 515 [N a]9ms pl3 ¢e HM NG OMM681.T'MI9 ue.ln aunBnR VALUES PB THEGTANDARD CLIP. /�•,,,,�,m,••i,•ec eec nccn IN THE FYMIPI.E ON SHEET 24. COT@ FORTHE OFFSET CLIP, use Inc aemcw.•.r.�,. •.•• FIGURE I: FIGURE2: • FIGURE 3: • FIGURE4: U. r • • • • FIGURE 5. FIGURES: • . EA m. Ml FIGUREi: FIGURES: FIGURES: FIGUFS10: ANGLEGUP 1^'11 111' llll MUSTBEUSEG IN PAIRS. TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THETABLES MD SHEET 25 FOR INFORMATION ON LOADING, SEESHEETS 24 FOR GENERAL LNSTALLATION METHODS. 2) LINEAR iNi62POIATION BETWEEN MULL LENGTHS ANOIOROPENING WIDTHS IS ALIOWAELE. THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWNFONSETS 21-2& FYGURE55HOW5 GGESTFO. APPROXMATE DRILLED LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HO.LOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM OGO. WOOD SHALL BE PRESSURE.TREATED YELLOW SOUTHERN PINE WITH AN SG OF O55. allNNW SHALLBE 6063-TS AND BEA MINIMUM OF.125•THIM STEEL STUDSTO BEAMIMMIRA GRADE SSAND.04C THICK(18 THREADS BEYOND TTHLE MATERTIAL 8m 6$P2 ANCHORS JIML O MAYBE STEELI4SA S.S.R4110&S. ATLEA5}35CRELV TX4-X 35• MULLpN PRODUCT REVISED ummplylne with III. FI¢rida 1n0 cede NO".. 17-0630.01 EApimu9p Onto 05126/2021 * : No. 58705 FL mH ]TEST 11-14g nwmm a gg$�an a g Wil Eff ' mk non 13a t70.a eaN nnv un Ir40 1[d In tm.n ON I- s ue1 1m.0 tNd noo lem Imv uN nan rrs Imo 16a3 naa =1 q0.a 1ri] 1704 i850 940 191e nuo a,e° vuu aio ia`• •..' ..-- _._ ___ _. Imv tm.0 I. 1roA Tam n0.o tfia Ima ziT tn.0 11Bt im.o aa0 tRA Ism tro.0 mA 1Ro 2P.5 +m.0 ]lae 1)0.0 zE]s 1", m9a tme 21ro lm0 ]tp fsal as tau 1m.0 tw7 n40 n01 iTLO tam 1m0 zsW lID.o zme +u.e 90t nva ml 11.1 vat JR.. iW tESe a&1 14 =I 105.0 =I 1E.o m1 all aet HSo 3na 1%9 1mD 1R2 1r0.0 T!T 1rW 18R 1R0 Zmt tma a10 1lIA 2A2 t025 .5 1MA m52 11a1 Z210 Na.e mm Re1 2100 ar.8 E632 I1a.1 aE0 d5A as 1DA! mm ]1r3 IrOA 1ma ISII 9a 1540 1901 ISiI ]157 JIM 1. 1261 2232 1a3 IOX 1d.1 a4 11a1 Ime ml a5i ®.9 Iaa ]r.2 :2iE 8a0 lm0 mA Sm 811 IBm tsw 1NA 11a m.1 uw 013 tW7 re.t 1W ea7 liW 6Gs tew 725 un az.a 1sw bar ISb s11 1su •2.0 1E90 ua 1%1 Iva 1.IDs m.t tb91 u1 121'1 ANCHOR CAPACfTYAOJUSTMENT FORItlULA: A0UO1 Ca Ta0k IOs YeW (DF,)%( ANH0RGP.�....1 . ARCHON W... eUawe vacam.I. lsl:ewa. Waawewu Enka eels MUWDN CAP....�.I 516'Ek° yla Bmumcna tlf tY: Yha:M 1lP SS EYo vItY Bee tN•S9 Eko a1v 61etl /I]ShM b1E SIeA AWva Ts'pe ]Ifs Ema UY6m IA•Ua Ynesm Mesm A,nnGab IWam Aosefi0a sueu ms)bawrys] sszwlcl USETHIS F0RMULATD OBTAIN TIIE'ANCHDR vmaons t• 21? 1• x-tR' Yve' I' x-IrI P }+73' r YVY r n10'- Ow' v.la• CPPATHE ALPREOUIRESUR "'C"EEMENR NGTO AN aw a +.Y1• tax• Imr Iva a• Lv1 lure• wn 1.a• 1w1• ImL• r 1ma• Ime• `°^" OPEN""'HER, HEN IT IS OWEER THAN THE MULLION Iro.+exY va7m !Mm lsvm em ma teum vvm avlb as ib lam sr1lm cwme wslw s111e° Ialb seem. COp Rk, d? UWm lawn M. mesm �IIxAb WAm wOm rWA laesm 7WA 13 tee Alb 15mm Irrom a10m `MULLION. ITFWILLYIEIDAAMWIMUMANHOR 0 IOL.bF tM01w 13�m ISWm el]mam mam meam ilmw WA 15mm 14aIm Imam Weems tSmlmb Imam aalea ADDIDONALANHCRYPE0NS FROM D TO THE O+rFV� WA tmvm WA WA WA xwsme awlb et06m ANHOROAPACITYTABLE ----- pnNOTCSp Pallems Fez® E ]Anlmn®a.rY h0.418aMYa d03+ICp aAnrlvn ®1.OFNh o.c/ SmitlaO WrOGW e "elm ®1.1 r ybt O 4 / 9teMeN (°r 06N1 1MCM1aa OY em ncf RIaaSMq+0w BMMr®PNn O.C.IyhM1Mpb 12MAOn®IS'Nli O.4l(Laa NAE Q'W fffQ l$ 18MIb x1MLh IMOm F. lGv ILA WA 13m m5 tpmlim®1.96'IAn O.4IVCIp. N1°.ty^Alu'O. PIi 01 WA WA Wp WA WA WA N'A WA WA WA 9Artba®aG'Nm O.CILLCaV. bl°.VY AYO.0'I0�e7 WA WA WA WA WA WA WA WA 1 WA xpmMsQglm'MN. O.c/FUp Wp. toY ]Wm N7m l'A ea 99am ietem Pam aam 551m r1om5 37a 1b LMGxpv®1x1•bh.0.CJF6V o'o 11F 590 ms 1Wm Sbma IxPol4 WA WA aNm WA m]m L.I. UES AS THESTANDARD CUP. WA WA WA WA mmlb 1-2000--i mem aalw 9111b uxm sMm Wq wA sa lb emm mmm 1ST NOTE FORTHE OFFSET CLIPUSETHE SAME ANCHOR PATTERN ANDANHOR VAL TAIILENOTES RGURE I: HGURE2 FlGUPE 3: FIGURE ROURE O: FIGURE6 FIGURE m: FIGURE It: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE 24 FOR N.TaMATION METHODS. 2) LINEAR TON OWAEUI • 2123W0i ANDES 0BEDRILLEDD IN TH0�1➢�FOLL WING ACT RESTRICTIONS SEE MOWNNOONETS SHEETS21.M. FIGURES SHOW SUGGESTED APPROYJMATE HOLE IAChTI0N5. MmEs FIGURE It FIGIIRE7: AGUE • ❑c7) AI SUBSTRATES: CONCRETE SHAM MSGOCONFORM T0UMNUSPECJFIS2T 7N0LL0WAND MINIMW TOF.12F (FIGURES CONCRETE BLOCK UNIT(CMU) Si LGONFORM TO ASTM"O.WO0D S5IATL BE PRESSURETREATED MUST TRIMSTEUTHERN TOSEAHINSG 0FOS5. ALUMWUM SHALLBESG CKlUl GAUGE), BEAMINIMIRA 0F.TO MUST GE TSiICK STEELSTUDST0 SEA MINIMUM GRADE 33 PNO.0/5'TMHALLEXAUGEFSI-EAST31XIIE EEL TO V6EOIN R•%6'X15' • • pM� TREoDBEYON THEATRIALALLANCH0RCHOR METOWOOD MAYBETEL,I"O. OR MUL110N THREADS BEYOND THE MATERIAL. #10 6#12 ANCHORS INTOWOOD MAYBE STEEL, 16S SS.OR I105.3 PRODUCT REVISED pi In9 wSiM1 tM10 Florida as . �•ae 17-0630.01 NOA-No. EAphmtl°, Pat, 0512612021 * ; No. 587M WA WA WA WA mmlb 1-2000--i mem aalw 9111b uxm sMm Wq wA sa lb emm mmm 1ST NOTE FORTHE OFFSET CLIPUSETHE SAME ANCHOR PATTERN ANDANHOR VAL TAIILENOTES RGURE I: HGURE2 FlGUPE 3: FIGURE ROURE O: FIGURE6 FIGURE m: FIGURE It: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE 24 FOR N.TaMATION METHODS. 2) LINEAR TON OWAEUI • 2123W0i ANDES 0BEDRILLEDD IN TH0�1➢�FOLL WING ACT RESTRICTIONS SEE MOWNNOONETS SHEETS21.M. FIGURES SHOW SUGGESTED APPROYJMATE HOLE IAChTI0N5. MmEs FIGURE It FIGIIRE7: AGUE • ❑c7) AI SUBSTRATES: CONCRETE SHAM MSGOCONFORM T0UMNUSPECJFIS2T 7N0LL0WAND MINIMW TOF.12F (FIGURES CONCRETE BLOCK UNIT(CMU) Si LGONFORM TO ASTM"O.WO0D S5IATL BE PRESSURETREATED MUST TRIMSTEUTHERN TOSEAHINSG 0FOS5. ALUMWUM SHALLBESG CKlUl GAUGE), BEAMINIMIRA 0F.TO MUST GE TSiICK STEELSTUDST0 SEA MINIMUM GRADE 33 PNO.0/5'TMHALLEXAUGEFSI-EAST31XIIE EEL TO V6EOIN R•%6'X15' • • pM� TREoDBEYON THEATRIALALLANCH0RCHOR METOWOOD MAYBETEL,I"O. OR MUL110N THREADS BEYOND THE MATERIAL. #10 6#12 ANCHORS INTOWOOD MAYBE STEEL, 16S SS.OR I105.3 PRODUCT REVISED pi In9 wSiM1 tM10 Florida as . �•ae 17-0630.01 NOA-No. EAphmtl°, Pat, 0512612021 * ; No. 587M Twa Mun ,$Fljt,Uxa' I'ua I i I 16 1 YISECOIl12nl' WIXOVVavI AnCNOrC11p Ppmme Talall, pfia I gage vls Droum+rm wEcoM� TABLE NOTES 1)SEE SHEET I FOR INSTRUCTIONS ON MING THE TABLES AND SHEET 25 FOR INFORMATION ON LOAOINO. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOIATION BETWEEN MULL LENGTHS ANUiOR OPENING WIOTHS IS AVOWABLE FIGURE3) MULLION AND MULLION CLIPS bHOWN ARE NOT TO S('.ALE. FOR E%ACf ONIFNSIONS, SEEGHEET52-a • � HOLES TO BE ORIMEG.THEFIELD 143. FOLLOWING DIMENSIONAL RESTRICTIONb SHOWNON SHEETS 21-23 FIGURES SHOW SUGGESTED, APPROX ATE HOLE LOOAPONS. ANGLE CLIP MUSE BE US®IN PAIRS. q)SUBSTRATES: CONCRETE SHALL CONFORM TOAC1381SPECIFICATIONS. HOLLOW AND GROUTFILLED CONCRETE BLOCKUNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHAU-BE PREBSVRE-TRFATm YE110W BOUTHERN PINEWITH PN bG OF0.55. ALUMINUMSHALL BEG"G AND BEAMINIMUM OF.JW THICK STEELSTUOSTO BEAMINIMUM GMDE BG AND.BdS THICK (18 GAUGE). STRUCTURAL STEELTO BEAT E MAIZTE THICK ANDaZ6.ANCHORSIMANCHHCRSINTO NTO WOODMAYBEE,� SKIM TEEL TENDAT S.OR�g1833S�EWTMREADS BEYOND PRODUCT REVISED plYing IN the Florida Bulitling CCeii NOA-No. 17-0630.07 Fzp ra Daro05126/2027 a ZMYan, predae Deaw m * No. 68705 A. TABLE15A Mmrmn C.P•A33';! 0bBln 32 30 DEG.A SAYMULL OPeNnB WBIA 01y1Wtlra6yspemlg mU9wArOpen41B INPTaN Imare 5 5g HDIpiK(faTTrc P$ Fa[WPra leeare o gg s'@ toll, mh a � � T�91iaW Baare a e 65- s'2 ar4v101M9am) a • aPg Pal®P'In lneare 5 � IAN _ qg 2@ Tedia,a We9re 5 5g �' 5 2 R%1ereWr 3aQF9 gg tG 110In 9 qa } t2€ TrapM11WA WGp 5g _ aPa PechM..r la.m�e a s 1WN i TRIrMnP laalnp gg s@ yp X par IaaOcp WN wia mWm.w. Ima04 p gg a0 Pmaap• lmMa 5g Bqh TnplN.re Lwane 5 5g E PeHNPAY Imd00 g5 ]Dln g$ ilmnme. ypWv6 wd..ply leeanyAe B5' i@ gp 3g in lam. ,,..re E. i� Eg x��>< G 5g f01n L 2@g Imo ggyy t TN im fB 9ov P0.0 I100 1]0.0 H00 II0.0 1R0 11].0 123.1 1110 )IA 61.1 4i0 19.2 T.B 2^e� lV 41 m] 012 R1 i4! 108 i81 Ep0 651 BW 40 Bi] 99 ie r)oA 1]08 IRA 1]0A IR.O 1RA 1Rl 11]A n9.0 02J 6D.1 41. NB M.0 25] ]u so 096 nY Im] 1118 Id! Uv 1m TA O9 a99 391 RII ]Il sep@ 1. t"a r]0.0 1]00 PLLB IRO I650 1]60 1m.{ p0.1 6)9 91! JSA 310 SO 1'A 5d ®1 6T ]p} 050 eB1 ]U BR ed 491 139 SU 3N 2d 110A 1T1.0 ITOA IRA 16/A 1503 1]OB R00 B58 n.l 515 gA MB 2}> 313 F3 WB pp1 1W8 1118 1]18 1150 rd0 BW iW im SW IB5 3A1 >R ]9 a6rcB I10.0 HM1O IRS I]0.0 1)B0 IW.O I..0 11- m.] m8 dJ Ke 31.1 go 2L9 46 B"r1 W fl1 8R 01] ®4 ]]I W] BE 14] U) ]g ]M 300 tm.0 1M.0 110.0 1>0.0 N6.1 IHA 111.] 09.0 i6.9 W.3 .Sf ]).1 ffif 3l0 W.0 @2 f9] 11]3 1199 12i9 131D 1150 1de Bm J9] I50 IA 4W LI ])0 ]ll 1N.0 1RD 1M0 1TD0 1)60 IYD tail 1000 B}0 ]RI 1!9 ]98 ZIb MS fp9 aPk 91n 6B1 >0] BW d4 B11 my TQ W2 QI (15 gl R} 9m 2fi .i8 t]oD IR.O 1}6v IW.1 1388 Ile.e R1A ]02 m3 M.9 10.1 ]SD 293 21.4 11A Hts U15 IU5 UST 1i 10 lIW Id0 0!p 190 i60 56] {AT Mt ]ID ]1l Im.D 1MP I100 1]0.0 149.6 ttl.p 1T1.1 03.0 R8 R.0 M{ 30.1 24n 40 9.0 Nt 6T )11 U] W8 BDB 0]9 Ti d] fiU 4 115 1V Te TU ROA t]OA 1dZ 1H.] 1188 tm.f 01,1 RA 'AB %1 ]5.1 9B.) RB Iv2 IMO IU1 IY] I9U 1210 I190 Id9 BR ]B] ]90 !6l 499 391 TO tm.D tR0 U0.0 IT0.0 19.1 IyZ f166 00.2. ]1.] II1 6m )S BW 511 !M SA lm 1]AA tY] 1]68 tt0] d.l flA 'B3 AW 13Il 14l 1]9J 1210 11'A POa 1]0.0 11D.0 1MA 1{0.1 48] 0]I WO T39 W1 H] B}1 PDA IM.B 111.] Im.l 6].9 ]9.1 Ills ISE 1M3 IY] ISIB 1160 ]m.0 tiv.D 1M.D 110.0 1tl.1 Im3 RI 6W TW 051 N! p]0 IA41 1113 1D26 W2 ]SI 60I CeD 15M NU tl9] 1218 Imo 1R0 t)0.0 HPO 1181 Nt 600 )!fi B01 91J °3 2 gIn gN I160 W.R6F dN WN WN %F MF IB In ]61n tR.O ti60 PD8 t)O.v 1]eA f{0.8 11 p.1 f10.e ]II ]� b9 TO 0i1 WO TW lW '+a Ib ']H 1R 317 11W IMZ BR Idl IBpA etl 0.] td9 1003 B10 5].t 1d0 IW2 010 SBI em ]03 89] W.] Bm W.5 6W IlA 000 ]6A 000 E]5 19.9 ]W 6;1 RI {20 1m fi).1 818 ]]A iPl 81.8 81] BS] 409 MB as 36A W9 OfiJ iv9 3:! 912 {09 90A MI 1)A 16A lW 56l e99 3p1 )M SnA ]83 M.t 1G1 111 691 4!] 4E0 ]]1 W/ ]9.8 140 .2 H.0 14 i50 f6T {YJ 391 %3 >l.3 2a.0 ti.l 59B 4T 14 918 3a.e MA t9d )W Dm 4S U.! ]1'B 29.0 dB W ]90 Im WN ImN 111N IMN RI 594 41.1 ]61 3DA ANCHOR CAPACTIYADJU 1H1 11.6 ZA 17A 'mS ND.im I -- -u Uhm0n I 111•ECDUBra'aF ['j I - pm I A6Dd:b1�'row( m 6[aae�,I 6cMlYl+I 4aMT Yi6'E1co U0rxm 1M EbNCemi AOcIIAr CSPPAb°ms FIGURE 1: E] m FIGURE2: EA FIGURES ANG1 CLIP(FIGURES 1.3) MUSTSEUSED IN PAIRS. TABLE NOTES: t) SEE SHEET 1 OR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR NFORMATION ON LOADLNG. BEE SHEETS 2-0FOR GENERAL INSTAIATION METHODS. 21 LINEAR INTERPOLATION SETW EEN MULL LENGTHS ANOIOR OPENNG WOTHS IS ALLOWABLE 3) MULLIONAND MULLION CLIPSSHOWNARE NOTTO SCALE FOR E CTCNENSIONS,SEESHEETS 21-2L HOLES TO BE DRA LEO IN THE FIELD FOLLOWING DIMENSIONA RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROYJMATE HOLE LOCATIONS. 4) SUBSTRATES CONCRETE SHA- CONFORM TO AIN 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. AUWNUM SHALL BE B T5 AND BE A MNIMUM OF.127 THICK STEEL STUDS TO BE MINIMUM GRADE 33 MOMS' VICK(18 GAUGE} STRUCTURA STEEL TO BEAT THE MATEMALI 41081H2 ANCHORS IWO WOOD MAY BES ET D, 11 B8 SDS. OAT R 410 S.S. YTHRE405 BEYOND 30°BAY m=m °gh GY PRODUCT REVISED BplriF99 C.Y. wHF qA Florida UBainB NOA-n°. 17-0630.01 Eaplratlan Bnte0512612021 No. 55705 32W 46 DECAL BAYMULL vah 112 Nh 419 11 N w.t INh .9 1MN 10.3 wh HIM M 'A1 56A m W.1 da9 M.) %e %A a, as YO 45d 4® )].9 563 NA 1)0 31.1 IBS ADM9 412 399 N3 X.) A9 E.B M9 ]1.1 ]e] i5e 4i9 208 ]2 ia0 ]65 ]6R 4]5 8).9 ]]9 ]1.! 48 YLB fi 9.8 12! 381 Xg ]6) 315 IE 'E] ffi T21 9) E.1' %4 E.e SID z19 ]w 3s.a YI 11.9 EI :U 181 M1 ms h] 11! ]]l 1H.0 39 R.1 xno uv xz.) 149 2a1 ]el Iso as t!e ]a TABLE I6R pncharca Task YG[uw Q9> FlIJ CMII PT NbW 11+1a1 8uG>Pala 2Tt0>uM1N 3.5>WK.r 11i-64 Eke LIT Eko 1N-95Eko 0108WI ilx 9Ya i1x51eel pmJnTYra Y16 Eto Nvxu 114•EBONnun 5'1EFk0 LIiYm YIC EkeNMvm IWEk UEeCCI Ala>e6ab Ubam Arye611m 6vew Mill B<.m'AL'1 9:rt>lA%1 AAMorCOp Paftema 3'\IY 11R' I' a.1IS p Tlll 2 ]ALB' Y 8.49' 6%' S]x4 EtlRUaSIGe(flL 1' 21R 1- 1J11• Y 4.11< 1-114' 1IN- 1-114' 1-I H` IA14' S 1318' t.Ya' wkf ErthBnml Mk IY4' 134' 13'4' 11g1[a x]OM xmlaf 3%b l4a Bw 9]41b 1301G> 91]N ]f1 •a M31d SN Ee 2MEmn®>'MrtO.Clrll ]>SMje 6plllPS>IY a9B B8 ]9BE> 1501N 190W IEe ISU W> WA Ilia lb ]w IW UIIb. feB3b> BBa Pc 9951h I+MW 1550 Ee ♦ AmIW®>SA4n 0.4]Wx>5MP'e 61>llE•.A 1MOa M. ]9B Wf Irl86a leif to SW WA 1Mlw WA 1]Ab> WA 10:2 P+ tl]lm AArcIu>®x.rt'Mirt O.C.l p'd3MCIe Qm l619. ]Y 11311 W> HAEf BX� nab, Tt51d WA 51apa FIGURE I: El . FIFI URF FIGURE 3: ANGLE CUP (FIGURES 1-3j MUST 82 USED IN PAIAS. TPBLE NOTES: . 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE INFORMATION TABLES AND SHEET25 FOR INFORMATN ON LOADING SFE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS. 2) UNEARINTERPOLATION BETWEEN MULL LENGTHS AND/OR OFEWNG WIDTHS M ALLOWABLE 3) MULLION ANDMULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-M. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN DN SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) 5U85TPATES: CONCRETE SHALI-CON FORM TO ACI WI SPEGFIOATIONS. HOLLOW AND GROUT -FILLED CONCRETEWCKUNIT(CMU)SHALLWNFORMTOASTMG90.WOODSKALLBEPRESSURE-TREATED YELLOW SOUTHERN PINEN,T, AN SG OF O.SG. ALUMINUM SIAU BE M63T6 AND BE A MINIMUM OFA1 THICK, STEEL STUDS TO BEA MINIMUM GRADE 33MD.045-T ICK(18 GAUGE) STRUCTURALSTEELTOSEAT TTHE MATERIAL N108 S12ANCHORB,WO WOOD MA BE STEEL, IMB.S. OR4110� TMRFADO BEYOND S.S. L-w =ANCHOR CAP.e Oprnms OLE W m p ® N o U < ¢ O PRODUCT REVISED 6s 9•mplYia9 wiM No Florida p11moB coax NDAavp. 'IT-DHao.oT �, No. 58705 F1A00,-1 H.2so^-, --� tow. --Iz6s--I '1 1.OW r --.1 ,.BOB' .125" ' .125- z°r WO 37IF2.72.750a�r- 2312E 1r26L T 3.1BB' x6r 211r .1��.,2• 5 T 1'%Y %dRr NULLKIN P%Y X.315'MULL N 1'%21r K31r MULLION 1'X2A5'%9W'MULLION t'%3.12S X.S MUWON 1.25X3.ib,WALU MULIpN iRH'%6O63TRAWM.UWON 0043T8 P1DM. W33-T6PLUM. 6063T6ALUM %SECTION W63T4 ALUM. WMT6 ALUM. fiO63-TBAWM. %�CfION %SECTION %SECTION %SECTION XSECTOH %SECTION I11y�1'--.125 ' STANoa . IF 2.000' %SECTION I 125' E 5.W0'� Urt HERETO .375 3.12E DEEATEF[XPT4 r MlLF�E DETAIL F,b10=Ef6 STANDARD CLIP 6,6YTfi ALUM. WARY. SEE OF ANGHOR HOME MUST LIE TOPMEW SHEETS S17 FORTHEANCHOR O.O DIST SCE. MA%IMUM ANCHOR HOLE �ne cn nu[:v(1R OUMEIER• 1MV. - y .ITS MIN. I B I I I OFFSETCLP 6W Tfi ALUM TOPMEN I 212E Ts AL 60 N %BECTIECTION F- .330 MIN. uCLW BO6'=UM. A TOWIEW Z ANCHLE MOST LETH IN THE DASHED BOUNDARY US SHEETS5.17FOFTHE ANCHOROC. DISTANCEMPOMULM ANCHORHOLE OWMETFR: MCHOR 16VAETER.IN6'. -y jr.125' 6663Tb ALUM. YAW XSELTON L 12s aT6• MIN. 1- BOTO ALUM of Ew CENTER OFANCHOR SELEHEETLIES FOR WE DASHED 0, DISTANCEEb MU ANCHOR HOLE ANCHORMETER: TANCE.LWAMET ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - V1r. I AWLe IF an (sheet TO POT P,rtP Multi 561. Clip O6mlelip LLGip Angle Clip .12r(5) 6680.E essil3M 6661116M 666243M 665511M .37r(6) S6WO6 665114M -ISM 6661119M 668244M GOSSUM X.375'(7) K1.WrX2.'1'X.'21'01� ES607 9-e1 6661120M 666245M 666513M X.6GO'(B) 66608 66016M M1121M MU46M MS14M X.WT(9) 6661116M E061114M Gi42M �6515M r X.26S(12) =7M 66641M 6661117M 601113M 6U241M 666516M 'X.121'018 69370 WA WA WA BW517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 2) SEE SHEETS S9. 12 S 18 FOR SUGGESTED. APPROMMATEHOLELOC6TION5 5 ANCHOR O.C. DWANCE 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. olPA DIm,1L{on Voluo on) For Mulll,n: A 1.025 1' %2• XA25' B 2.059 Mu m "" Tub, Mullion C 0.89E 0 0.740 A 1.12E 1' X2' %.375' A1u�un, Tube Mull. B 2.404 C 0.03E D 0.490 A 1.87E P X275' X .375MUMn B 3.000 C 0757 Tun Mullion D 1.118 A 1.312 1'X2.TS"X .UbG' AlUminum B 3.000 O 0.476 D 0 B38 Tube Mullion A 2.W0 1'X3.125'X .6G0'A]= Tut»Mu0 B 2547 C 0.863 D 1.137 A 1.2G'X3.18S B 3.262 3. X.2M' Alum C 0.862 llul* Mull D 1.762 128- X2.11' X A 1.813 .121-Alum Tube MWI PRODUCT REVISED ...... with 0. FlnNea BAsildNONe.C, A-17-0630.01 .k No. 5870E I2S%3.2SX.16M 12SX12SX.Ue MIlLL10N MULLION 6 W }T5 ALUM. 600sT5 ALUM X-SECTION XSECTION l'X4-X27r - T-MULUON 0003-T6 ALUM. X-SECTION 1250' 3 94' 100• S2S H 1.2 X384'XA2T MU LION 600}TSPLUM. X-SECTION 226'J i--.S61••i .37r .376 MW. II .12r gA A MSk. 2.000' BOT}T6 AlUAAUM I 2.125" U-CIID 2000' 6003T0ALUMIIP %SECTION I 0003-TSAWLL %SECTION .125 ,125• XSECTION j V Z P�e 125•� CENTER OF ANCHOR HOLE MUST LIE W HIIN THE ANCHOR HD.C. DITANM L IMUMFORTHE 7 HOLEVORO.C.R:MCCEMAXINUMANCHF. W O] od HOLE DAMETER: ANCHOR DIAMETERa t/15.� Tn ' I _Cro 4-37r —3125CREATE F DETALF.SHEET4 I i I 1 11 I 1 I I I I I 1 F I I 1 1 E STANOARDULIP EROFANCHORHOLENUSTUE 60TO AWu. NTHEDASHEDBOUNDARY.6EE OFVIEW TS W7FORTHEANCHORO.C. NCE. NANCHORHOLE TFRr ANCHOR OWAETER• 1tl8', NOTES: 1) HOLES TO BE DRILLED MTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 10.11, 13-15, 10320 FOR SUGGESTED. AFpROA ATG HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I I I I I I I I H 1 I G OFFSET CLIP 6083-79 ALUM. OPYI6W 4 � I .376 CENIEROF ANCHOR HOLE I I MUSTUEWITMN THEDASHED SIiEETS o-+T /1 � FORME F FORTH. j'-----' ANCHORO.C. I DISTANCE M mum ANCHOR HOLE 1 01M1ETETL I ANCHOR L___ ____________ DIAMETER a 1Hr. U4'LN 6993T6 ALUM. TOPVIEW TART L I PnIUT 0lmvatlon ValUapn) Pm MY111ua:1 Dlmen an Value110) Fm W40n: F 3.66 I C X .129' AlumOum Tube NNIIW� F G 1.930 0.500 135%3. 5' X.62A• Alunlnum Tube Mullion O H 1 1.00D 2.680 3.000 H 1 1.438 3250 F S10] PXP% .WS AIUNIMm TIba B'T F G 2.625 1.125 125.X". %.624' Aam4Mm Tote MYlOan G G7U 2.430 5000 H I 1.500 3250 F 2.250 1.26 X326• X.100' AM w TO. Muoion F 2.013 ]r Ba Mutl F 2.075 95•Be Mu0 O H 0750 1.500 5250 2XSANOLECLIP ^ MYII Dbnmsbn (Y6aa1K1 PGTPPG4 MYINOn BM. CIIp OBm+Cllp ULlip PnOto CIID 11%P X.12S(10) 693M 666111M 666H2R1 6e6241M 668516M PX4"1T.37r(16 wE10 e0a112M 6661123M 6 S=N S60819M 1• XC X.37Y(11) M X6025• X.IDr(13) 1.25'X3.35'X.626 (14) 65653 AIS=312 ,lSI=jS 600112M (851127M 0501128M M1123M M81124M M1125M 8 %Mm 6502410M OR24111A 6605161A M11W 006S116M 201M 6601117M 6 1126M 650MIM U017M 300rorce (19) E6849 WA WA WA 80 ilom ISDe0rce l2o) 66650 WA WA WA 66M1111M PRODUCT REVISED mp10108 wIN Ute Flotltla BYIItlinD CCOYEE NOA-N0. 17-0630.07 um * .3 ND. iB70.9 Mall Dimension (sne6tR) h'i,,1]WzliPRX4X.25'(18)6602 iM 6806f 12M Y X6'X7) 66604 1 668nm 666272M 6685113M NOTM 1) HOLES TO BUDILLED IN THEFIETD FOLLOMANG DIMENSIONAL RICTIONS GIVEN ON THIS SHEET. 2)SEE SHEEf616-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 9) SEE SHEEn 24 FOR GENERAL INSTALLATION MEMODS. 2000' 373 —T MIN. 4. LOOP 5 25P rxoxv MULLION 6C8}Tfi M1% %SECTION U.� j 1-2oDP-1 rxa•x2 MUWON 603STG=M. XsMMGN I STPNOAPO CLIP W6YT6ALu6t 200P XSECTION 25 U-CNP 2MANGIECMP � a` MW Tfi 1uxt ew1MI ALUM. 212T X-SECTION 20ID0' XSECTION L 2S L 125' N M2U W ZO W N Sew. T/S a.vv Q I_SEE DETM6 I .37 .9]5' •...._ 6 ff£T<Mu ____________T, I 1 I I I I I W I I 1 I I 7 aa38' 4 I 1 I 3d38' i i n 37S I MIN. `o I I STANDARDCLP LLCDPOR I ,fiO&}TB PLUM 2606NT UM. U OFANCHORHOIE MUSTUE 6M6WALUM SEDTu'CL!P MDLLION SHEET I6 CENTEROF ANCH D ROUND OLEMUST LE fi063T6 ALUM. ,uc nec nnlluOutY_SFE TOPOM TuWnw WnH^N THE DPSHEDvBOe IVOPRY. S^E TOPVIEW O DMMETFB:ANCHORDUMETER- IM6•. 5.SOP CUTHE 70 a500'--�1 Cn TEF-CLIP, ,375 .375' £ SPF.UA F, MIN. MINI.-$HEET4 sC— _ I I 1 I I 1 1 I I 1 I 1 II I I 1 ___ I I 1 I I I I_______ -I I 1 I I I 1 1 I I I I I I 1 I 1 S.G I STANOARDCLIP 6061T6 AWM TOPMON 9T6' 9' I U+CLIP 606}Tfi ALUM. C-0FOR r X 6' MULL ON SHEET 17 TOPVIEVI 2x5ANGLECDP 6 ,75AMIM. TOPM W PRODUCT REVISED pl&Yg wRN Nv Fludua Building Cody 110A-NO. TT-0630.07 B.pi,nDPnmt sn6noz'1 B IRivm ProduO\ConV01 P.E. ENl PL. 1, SINGLE VERTICAL MULLIDN THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES -THE W NOO , FRAME DEPTH IS 2.114%THE OPENING REQUIRES A DESIGN PRESSVRE OF r6(1.Wti0.0 PSF. 1) INRIALLYASSUMING THATA V WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS IY AND THE OPENNO WIDTH 1532'+32r1•=85'. REFERENQNGSHEET25. ME COLUMN USING RECTPNGULNI LOADING MUST BE USED. SCAN THE MULUON TABLES FORA MUWON THAT MAUSEME NE LEAST ME R512EAVIRAMEE HOF2-1A-ANDWILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OP r80.014i0.0 FSP. IFTHE TABLE DOES NOT SHOW THE FXACTSRE, FROM TABLE 3A SHEET 7, THE 1• X Z]S X.3]S MULLION (LENGTH =T .OPENING W UTH =1D-)WM THE DEPTH REQURED. HOYAEVERTHE DESIGN PRESSURE IG r(58.3 PSF AND VAUM NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE ",SHEET B.M2 V X 3]5' X.050' MULLION (LENGTH ]1', OPENING WIDTH-70'1 HAS ADESIGN PRESSURE OF+A3.7 PSF WHICH EYLEEDSTHE REQUIREMENTS FORTHE OPENING AND MAY BE USED N THISAPPLICATION. NDTETHEANCNDft CAPACITY PEWIREDOF 838 CBS. SE TABLE LE 4 QUIPS 2 PS WITH ANCHORS HANSA CAPACITY OF BTHOUGH ETHERONICOD E MUM BE USE ANGLE. E STANDARD MP IS EASIERTO INSTALL. H(4)S12 ANCMORSAND THE 2l6 SYSTEM. THE ,YILFIJ APPLYTOTHE SPECIFICATIONS IW RESPECTIVE SUBSTRATES ANDIRENESTRTO PROMEMV MILLION ...•--..-- INSTALLATION SPECIFICATIONS INiO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS PEP. PSF. THE CWRALL MULLION SYSTEM WAS DETERMINED TO BE RT PSF WITH AN ANCHOR CAPACITY OF BOBL8.S.ALTERNATNELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALGILATE THE ANCHOR CAPACITY REQUIRED FORME EXACT DESIGN PRESSURE OF PST: -V MJHWNN OPEMNGWDTN -1 IN PSF) X(B3BLBS1 c r524.9 LBS (MAY Be USED TO QUALIFY# 10 STEEL GCRENS MOM TABLE 4B) T2.T P3F/ THE BUILDING SUBSTRATE IS KNOWN TD BE CAW ON THE 3AMB5 AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 23B'. THE OPENING REQUIRES A DESIGN PRESSURE OF r50.OX550 PSF. FORTHEVIERTIMULLION' 1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MUI.UON LENGTH IS 32'r721V-1 WAND THE OPENING WIDTH IS 3Gbfi'N'=YS. REFERENCING SHEET 25. BE USED. SQ'IN TABLES FOR A T I3 AT RGGEER SIZEPVAILABLE.OF •�D WILL �USETHE RECTANGUI-AllSHALL SHOWTHEE MME COLUMN EET OR USING EXAILLION OF+W.01-M.D PSF. MEON CT SIZE, TH NEXT REQUIRED ❑ESIGNING PRESSURE TABLE DOES NOT -- EXAMPLE 2 MULTIPLE MUWONB TABLE 3A, SHEET ].THE 1'X2.>5'X S75'MULLION (LENGTH=1Or- OPENING WOW =80')MEETS THE DEPTH REQUIRED.HOWEVI=RTIE DESIGN PRESSURE IS H-15.1 PSF sEEOETNl9. nMuvnolH-1)- sres]sza FROM AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 11 THE 2• X 4• X a&P MULLION (LENGTH=JW.OPENING WOW =BO')HAS A DESIGN PRESSURE OF rlbM1.7 PSF WHICH EXCEEGS THE REQUIREMENTS FORMS OPENING AND MAYBE USED IN THIS APPLICATION. NOTEWEANCHORCAPACOY REQUIRED OF 9fl LEG. 3 SBS SEF BECAUSEITISNOWMOWNTHATTfr MULLIONWILLADD2-TOTIEWMTH OFTHE MULLED UNIT,THEAGJUSTED OPENINGWIDTH 1536'+3w+2`74-. NOT TTASFREVIOUSLY OPENING.ALTERNATIVELY.THEWINDDWWIDTHSMAYBEREDUCED TOMAI NTMN FFJL=BTRAiIOI no- vETS PROwK.� yyfl5 APPRW 24 \ ASSUMED VERIFYTHATTHE DESIGN PRESSURE IS STLLLPPPLICAOLE F0RTHEADJUSTEO THE 73'DIMENSION (35-LYr35-12'rY=]3'1. . \ - , __ 2jUSE TABLE 11BT0 FIND ME ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE N THIS EXAPLE, ASSUME THE POURED CONCRETE HEACERAND SILLARS S' WICE IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE Se CARE MUST BETAI0=N To MAINTAIN THE FASTENERS EDGE DISTANCE __._.._.___._... ___......�.. �..�......ne,ee ueura�nv cePnrnvov1n50 LBS WNICHISGREATER,ANO OPENIND HEWNT DETNLE. .MET3 // f // FORTHEH ROWALNNLLIONS' BECAUSE THE VERTICAL MULL WILL BE A2'X4' X.250' MULLION, IN WZ EXAMPLE WE WILL MATCH THE HORIZONTALANO WWiGALMUWONS. ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 11ME MU WON LENGTH IS 3F AND WE OPENING HEIGHT IS 3YgY+Y=1DF'. REFERENCING SHEET 25, THE COLUMN USINGTFAPEZOIDAVRUANGULM LOADING MAY BE ..,............. _. ,......� n nccru ove<eneF nc+L1m n PSF WdILH EXCEEDSTNE USEDINTHIS OF521 CBS. PRODUCT REVISED 1.,In9 With tho Flod" Buildng tatle NOp No. 17-0630.01 e.Ptrn9on Onte 0512612021 ey mlam aP � nc Dn SEEDS STEErs �� 2)USE TABLE 20 TO FlNO THEANGIOR TYPE, ANCHOR OWLNTTTYPM10.1PTVPE REQUIRED FORTHE WU SUBSTRATEAHW1SEXAMPLE, ASSUNETOS CMUJANBS ARE B" 0 WDE.IF THE MIIWONCUFWERETO BE CENTEREDWITHINTHE B',CARE MUSTBETAKENTO MAINTNN THE FASTENER'S EDGE DISTANCEUSINGIHE WANGLELLIPSWIW (4)W16'ULTRACONMWORSATANEDGEDISTANGEOFI-GIVESANMWOROAPACITY OF 510 LBB WHICH IS GREATER ANOTHEREFORE SUITABLE, FORTHE REQUIRED w ¢ 1111111 J 1P� ENV ..... ANCHOR CAPACITY OF 521 LBS. 4)MRTHEUZLIDNTHEHORIZOWT MULLI0NT0VERTICALMUWORUSETHESAMEMN ORCAPACITYOF521L05.TABLEt2BFORTHEU PSHOWSTHEANCH0R o FOR ME REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LOS.WE `�2'�`,\-• VIGENSF 'h��C�L: _3I•.NO.IIZ� MHLLIFJ:DM WACITY IS 10T4 LES WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SUITABLE, 6 L *i No.5B705 13vnrxuuQ ANCHOR TYPE IS A 012 STEEL SCREW. *- FROMTHEABOWSTEPS. OUR MULUONOGSIGN PRESSUREIS: n -O t� - 1b1.7 PSF FROM THEVERPM MULLION; F!-17O.OPSF MOM MEW HORIZONTAL MILLION ATTACHING TO CULL ® �0�'. ATE F1P;'gi 0-170.DPSF FROM THE35'HORIZONTAL MULUON ATTACHING TO THE VERBC4LMUWON ONTERSECTION} THE LOWESTOESIGN PRESSURE IS+A81.]PSF AND WOULD APPLYTOA-LOFTHEMUWONS i c � A4ORIOP S •...- G ��e'1SA/��NAL Ei�IW�`\ VERIPYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWRH THIS MUWON SYBTEM.TEE LOWER DESIGN PRESSURE.OFMULLIONS OR FENESTRATION IN 0 A, LYNI�IIIALLEII, PA. PRODUCTS,WIU.APPLYTOWCOVEPALLASSEMBLY. FNALDESIGNPREOSUREREOUIRESTHATTHEBO'MTHEMOWONANOTHEMNESRLATIONPRODUCTBEINSTALLED ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. TOi FL P.E.#BB705 FXAMPLESOFREOFANGULANLOADING: Pv PANEL( E%AMPLES OFTRAPEZOIOALRRIANGULPR LOPDING: do LOADINGOFV RnI MUW— LOADINGOFV RnI MUW— y ~ Ld 8�a PW N Y Y o W U Z Q O 6 Z 0 0 �pA 55 O.O GHRIH u Ilk, o' 4 PRODUCT REVISED 1111Ee IN the FIoHEv gg BUDS NDA-Na 17-0630.01 E pnmthon Data 05126t2021 Z.WWON LOPDINGOFHOR20NTP1 Mlv oPm uct 'INGS ARE NTATIONS OFTYPICAL UR VONS. UMMNSNOTSHOYM IXIRAPOI MD FROM SHOWN. E LOADING TWE CANNOT ,0 00 LYNN ]iMINED. USE .�.: ••ENSF IGUtARLOAOWG. J �: IRODUCIVRMV FOR *: No. M70 ANCHOR UICATIONS. , f Florida Building Code Online SCANNED Page 1 of 3 BY St. We County n— %Yl- s ♦ frdf.essionaj'jRe9APfion� Pill BCIS Home ( Login I Useritg,Ntratlon I Hot Topla Submit Surohar0e strm&Facts I Pu Co baotc;�O S��i IANGa E dbpr a �ir�j'�! cl�iiapp ���/+(�Y(,I/+r'��/ :�i '�! PEo�dubt Approval ��, �ILDCIE �.BOC�Ya®�N 1 1 Product Aovroval Menu>Product or Aovllratlan searth> It v lilt >APPllrativn Detail FL N FL239-R26 Application Type Revision Code Version 2017 Application Status Approved "Approved by D )1,Ipovals by DBPR shall be reviewed and ratified by the POC and/orthe mislcnl necessary. Comments Archived Product Manufacturer PGi Intl OSMPS Address/Phone/Emall 1070 Technology D6 North Venice, FL 34 5 (90 1' 4e6-0300 22318 Omark@pgtin tries.cgm Authorized Signature Sens Rosowskl jresowski@pgtl ndustries.com Technical Representative Lynn Miller, RE. Address/Phone/Emall 1070 Technology Or N Venice, FL 34275 (941) 486-0100 Ezt 21142 Imlller@pgtlndustrles.com Quality Assurance Representative Address/Phone/Ematl Category SubcategoryCompliance CE Method ark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Data Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Data Approved 10/25/2018 htfn-//wwwflnririnhniIdin onro/nr/nr nnn dtlasny9ngrgm=wCTF.VXOArtT)niig1%RC.AFm 7/22/2f119 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R26 C CAC 17063002.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R26 11 17063002.0d! 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: 239.2 ISH - 600 (Non-Impact Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R26 C CAC 17063007.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No - 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R26 11 17063007.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: 239.3 ISH-700 La eMissile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R26 C CAC 17063008.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance INCA) for FL239 R26 11 17063008.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: 239.4 ISH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063003.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R26 11 17063003.od! product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade SCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ' 239.5 ISM - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063004.od( Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for R239 R26 11 17063004.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: 239.6 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063006.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL239 R26 11 1706300&pcl 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: 239.7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R26 C CAC 17063005.odf - Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance INCA) for FL239 R26 II 17063005.otlf 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 Pa 239.8 SH-7600A (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R26 C CAC 18-0430.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/23/2023 Design Pressure: N/A Installation Instructions Other: Pleases Miami-Datle County [ante (NOA) for FL239 R26 11 18-0430.07.odf rrne product perforace irife read c o2ge tleldlls, and pe, Verified By: Miami -Dade BCCO - CER size, and spacing infortnatio size, and spacing lnro";�� Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 239.9 1 ISH-7700A (Large Missile Impact) Aluminum Single Hung Window Limps of Use Certification Agency Certificate Approved for use In HZ: Yes FL239 R26 C CAC 18-0430.06.Ddf Approved for use autsi VHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/23/2023 httn•//xmx flnririnhnilAina nra/nr/nr nnn rltl acmr7narnm=-wCTF.VXnurtT)nnSl RnRC..AFm 7/2?/2019 Florida Building Code Online � Page 3 of 3 Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (N A) for Induct performance information, anchorage details, and anchor pe, ize, and spacing information. m Contact U :: 26n1 Blair Slone Raad Tallatlauee FL 32399 phone: RSn-99]-1a2a The State of Florida Is an AA/EEO employer. Coovdaht 2007-2013 state of Florida :: Privocv statement:: Accessibility statement :: Refund Statement Under Florlda law, emall addresses am public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.492.1395. -Pursuant to Section 455.225(1), Florlda Statutes, emec a October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The swans provided may be used far official communication with the Incense, However small addresses are public record. if you do not w1sh to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please chek))g�. Product ApFreval Accepts: "Mgo RE PER M ILd SecurilyMehics Credit Card Sate http://www.floridabuilding.org/i)r/i)r apt, dtl.asr)x?param=wGEVXOwtDquSlBu8CAEm... 7/22/2019 M IAM I•DADE ML1MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidade.eov/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 material fails to meet the requirements of the applicable building code. This product is appr9fed asdemriked herein, and has been designed to comply with the Florida Building Code, including th elocity H icane Zone: DESCRIPTION: S 'es "SH7700A" Aluminum Single Hung Window — L.M.I. APPROVAL DO NT: Dr mg No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets I through I of 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miam' ad oduct Control Approval stamp with the Notice of Acceptance number and approv e by the Miami -Da County Product Control Section. MISSILE IMPACT RATIN :Large and SLabe)lith Impact Resistant LABELING: Each unit shall b a permanthe manufacturers name or logo, city, state, model/series, and following statemen . " iamiy 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 consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 MIAMI-DADE COUNT - Expiration Date: August 23, 2023 8116 II$ Approval Date: August 23, 2018 Paget' PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel •ez . Product Coutr Exa iner NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6t6 Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 4U' C.J Manuel Per , .E. Product Control E a ner NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGHVELOCRY HURRICANEZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LNE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3.7.12.13 OR 15, R-3/d•MA%. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI LADE COUNTY (9-1/d'BUOIQ APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERNPINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETEWDM MIN. KSI SHEEBEE RB. , SEE PERANCHORTYPE 4) ALL WOOD BUCKS LESS THAN I-0R'THICK ARE TO BE CONSIDERED IX INSTALLATIONS. SHEETASeaSEE 9i 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECT.YTO SUBSTRATE. WOOD BUCKS DEPICTEDAS MARE IAQ"THICKOR GREATER. IXAND 2X BUCKS (MEN USED) EQUALLY SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER,(EOR) ANCHORS PER OR ARCHITECT OF RECORD, (AOR).. TABLES 6 &] 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR \ STUCCO. USEANCHORS OF SUFFICIENT LENGTH TOAOHIEVE REQUIRED MIN. EMBEOMEM. INSTALLATIONANCHORS SHOULD RESEALED. OVERALLSEAUNG&FLABHINGSTRAIEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE GONE BYOTHERSAND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. 6)1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ]) DESIGN PRESSURES: (9" A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-IM%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUIHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 182835.1 & 184835.2 ELCO ULTRACON NOA; ELCO CRETEPLEX NOA: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. FI IRF�RLE SASH CONFIGDRATONS AND SHAPFS WIDTH T 7� ---I WIDTH F-- I : --q WIDTH TU V' U RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL S ESWITH ALL SH CONFIGURATIONS ARE APPROVED. SHAPES MAYBE BYI BING THE SHAPE INA BLOCKAND OBTAINING DESIGN PRESSURES ANDANCHORAGE FOR THAT BLOCK SME FROM THE TABLES ON THEFOLLOWINGSHEETS. TABLE P DESIGN PRESSURERATING IMPACTRATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE &SMALL WSSILE IMPACT RESISTANT 17-Y4• 12- 52-1-118"MAX. BUCK WIDTH OD. (9 .BUCq O. BEE _ I 5"MA%, O.C. r 44111fi'MA%. SHEET I0 + CSEEF SHEET 10 1]-3tl`6' MAX, OZ. 1 I MAX. 83' 12-1116'MAX. 0.G. TIP MAX TO BUCK % IHEI HT 1 x ! 1�� HEIGHT 13-596.0 y'MNI. O. L/r 5-MAX O.C. //. // c TIP TO TIP WIDTH AT EACH END T Too Description (Used from Ex15NDrW Inferior) DP Table p 1 11WA , .090" PVB, 1/e' AN - 2 2 ° L;G: 11W AN CAP, AIRSPACE. 11V AN, .09P PVB, 11W AN 2 3 M(Y' UG: 11e'TP CAP, AIRSPACE, 11W AN, .090" PVB, 11W AN 3 4 11W HS, .090' PVB, 118" HS 4 5 WIV AN,.090'PVB, Xl&'AN 4 6 IWI1 UG:Y16"AN CAP, AIRSPACE, VF AN,.09P PVB, 11W AN 4 ] 1XVY UG: W16'TP CAP, AIRSPACE, 11W AN, .DSO" PVB, Ile' AN 4 B W16'A.M.090" SG, GHB' AN 5 9 W16'HS,.0W SG, WIF RS 5 10 J IWI1 UG: 11W AN CAP, AIRSPACE, lIW HS, . SG, 1/6' HS 5 11 13/16" LIG: 1/9" AN CAP, AIRSPACE, X16' AN, A90" SG, X16" AN 5 12 13116" LIG: t/6" TP CAP, AIRSPACE, 1/8" HS, C90" SG, 11W HS 5 13 IWIFLIG: Ile" CAP,AIRSPACE,WIVAN,.MWSG,3H5'AN 5 14 lW16' UG: Y16- AN CAP , AIRSPACE, 1/S" HS, .090" SG, 1/W HS 5 15 IIWIV LIG: W16'TP CAP, AIRSPACE, 11WHS, M'SG.1/B"HS 5 CODES/STANDARDS USED: FA T FLORIDA BUILDING CODE (FBC), fiTH EDITION ME1300-0 VAF&PA NDS-2015 FOR WOOD CONSTRUCTION MINUM DESIGN MANUAL AOM-2015 S10G12 C 360-10 4-11/16-MAX. ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCET. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), W NDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THEANCHOR QUANTITY FROM TABLES 6 & ] 4) INSTALLAS PER SHEET ] FOR FLANGE INSTALLATION. SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRALFlN INSTALLATION. EQUAL LEG/BOX). SG=KURARAY SENTRYGLAS® INTERLAYER BY KURARAYAMERIGT. INC. PVB=KURARAYTROSIFOLD PVBINTERLAYER BY KURARAY AMERICA, INC. AN=ANNFAIEG HS = HEATSTRENGTHENED TP=TEMPERED DETERMINATION IS THE SAME (FLANGE, INTEGRAL FIN OR GENERAL NOTES............................._...__.._..... 1 ELEVATIONS........................................................ 1 DESIGN PRESSURES /GLAZING DETAILS........ 24 ANCHOR QUANTITIES............ .............. .... ...... ..... S-a INSTALLATION. FLANGE....................................7 INSTALLATION. EQUAL LEG.................................8 INSTALLATION. INTEGRAL FIN 90 EXTRUSION PROFILES.... .................... ....... ASSEMBLY & PARTS LIST ................................... 11 m z K o yyl 5 •=a ❑ N o , p TOD N � a O D o i¢ W o ZLL� m SD e¢ B n F Z D .mp-. Z Z m o Z O _ Z Z J Q W W 1L O ® sl x J O W hays Z i - 0 0 O N Z J Z W o O J Z W = U ¢ O +ny aaD v „ag TABLE 2: Sm. Sesh oescnplicn br Gi�Ren2e SmD W.4cm Rmya M) Design Pressure (lbsMe) for Glass Types 182 Wait 18• 25- j 1 33' f 3T 61- dS 4T M"m N' E,r Ifite 124& +nO 40,0 + 0.0 -no 80.0 ♦ .65.0 -800 +GSA 800 ♦65.D -BOB ♦fi50 80.0 EOmllite 15.96e ♦S&O d00 +650 A00 +&50 800 ease 60.0 +fiSa 80.0 -no A00 ♦65.0 -Wa 165.0 80.0 31- Statlam Pro evr 12.RA-15,9a-1 +fi5.0 SO +65.0 80.0 -610 ass +65.0 400 ♦650 -800 +CST 100 ♦65.D 80.0 +05.0 80.0 Bracelet 12A64.12M ♦6S0 400 ♦fiSa 20.0 -MO 800 +&S.0 40.0 +650 80.0 +fiSa 800 +SS.0 60,0 ♦00 80.0 E9 bw ism +fiSa -000 +65.0 83.0 •650 SOB +65.0 M0 +650 2A.0 +ES.0 40.0 +65.0 80A K5a 800 Sta'elaR Paves, 159 -ISM K50 A00 +65.D SMO ♦E5A 80.0 +65.0 -°S ♦650 E0.0 -MS 8,O -65D 80.0 -0.0 800 38.Y8' Que. Sao 15131-15943 +6.5.0 800 +65.3 800 .0..0 800 +CSA 400 +650 SO +MG A00 +65.0 800 +fiSa FAA Os Sac 14131-15.IM +fiSa 800 +6SD -oaI +no 80.0 +no -aa0 +no 80.0 +MC 800 +650 .goB +fi.5a d 0 sr.t 12464-14AM +6&0 SSO +6SD �.0 +6i0 -11GO +650 80.0 .65A SOO +650 40.0 +6SD 40.0 +550 80.0 E zc-ite 22YN ♦fiSa 800 +no 80.0 .&5A 800 -0.0 8 0 +650 Fa.O -00 dDA .65.0 20.0 +650 80.0 Clot Size 20 131 . 22.9621 .65.0 40.0 +6SD A00 +fiSa E00 +65.0 AD.0 +65.0 so.0 +65.0 800 +fiSa -KS +65S 800 Sta'4aN PmJew 18 Ma-20.130 K50 A0.0 +55.0 M.0 +fiSa 40,0 ♦65.0 80 ♦nS -80S +65.0 800 +65.0 -W.0 .650 Ao.0 4T astm size 16.131-185D +fiSa 400 +650 8oA .us 80.0 +00 SO.0 •61sa MS +no 800 .65a -0S w5,0 ffi0 Cusm Size 15131-16.130 .B&O 800 +650 -nO .fiSa 800 *no SOO +fiSa SoO .Ss.a so.0 KS.a -OoS K50 800 Octvn - 14.131-15.130 +fiSa 800 .65.0 FN)a +no 400 .65. +fiSa FA.O +no dmo +fiSa 8B +65.0 8a.0 notnt 1216C-IAIX) ♦65.0 400 + .GSa A0 A + a tio, +fiSa OaD +no AOa res0 �.0 EeuAalb 24.86d +5so 8 D -65.0 � +no 00 +5&D -re.0 +fi a Aa.o 10.a d0) +65.0 OS0 "SO -coo Sirs V..131-21953 +fiSa 90 AO.0 +650 '0. 50 .0 +65.o A00 +850 -MO +65.0 BO.D StarLLNP.. M194-22AM +65.0 SOO +650 110E +6&0 AO.a +65D FDA +6&0 MO .65.0 800 +&SO 40.0 .fiSa -500 pabm Sac 18.131.20AM -55.0 800 +650 80.0 +65.0 80.0 +65.0 Fa.O +65.0 A0.0 +n0 40D +8so 8'Ao 1650 300 O Lac Size ISM .18.130 •65o aoO +650 AD.o +no Ao.O .no a0 .5so 80.0 +65.0 AOD +no 89.0 +6SO 800 O hm Size to 131 .1s 130 .SSO 800 +650 AO.a -no 80.0 .650 �0 +1Sa 40.0 .O0 dU) .650 2 0 +65.0 -T).8 SNtcst 12AW-14.130 +550 800 K5.0 2B +no 1100 +650 80S +650 -so0 -no B00 +850 -Wa +65.0 -75.1 G Ep W4di 25.TTz •65.0 80.0 +650 80B +00 B00 +fi5.0 80.o +55.0 8GA .0.0 860 +fiSa 4ZO W5.0 800 _ Csslwn Size M.131.25,775 +55.0 40.0 +G50 80.0 .C30 800 +65.0 20.0 +65.0 50.0 +65.0 860 • •GSO %I.0 +fi50 80.0 se iP.J M.846-2413a +fi50 80.0 +65.0 20.a +fiSa -00.0 +65.D 20.0 +fiSa £0.0 +60.0 d0D -00 -800 'no 800 FesSc. Qatan srse M131 -z0863 .fiSa AOo +DSO YD.O .fi`v.3 AO.o .fis.o EO.o +55o BO.o +65.0 BO.D +6so -0O.o +65.0 AOo Custom Sze 10.131-20. 130 +650 A00 +E50 50.0 +00 50.0 +850 S3.a 165.0 BSO +fi5.a iI0.0 ♦fiSa 4o0 +850 FOO Custom Size 1&131-1&130 +55.0 SOB +65.0 SOO +fiSa 20.0 +65.0 A0.0 .ESO FAA +650 500 .85.0 50.0 +65.0 -77.6 oaccar Size 14.131-16130 In A00 +850 SOB +650 80.0 +65.G SG.a •650 80.0 +650 d00 +61 -60A +65.0 4&1 Satcal 1245d-14130 +05.0 -000 +650 no +65D Fa.O +65.0 �0 1660 �.0 K5.0 500 .00 8A +658 -T3.9 Epdiile N,re4 .65.0 80a +65.0 SO +fiSa A0.0 +&5.0 S].0 +65.0 50.0 +650 563 +fiSa ma +fiSa E00 Lratmn Size 2&131-31,96J .65.0 A00 +ya,a �.0 .65.0 m.0 +fiSa 9].0 •fiSa FA.O •65.0 80A ♦65.0 50.0 +&50 -T26 Sdozaal Pram 25.TN-28.ISO .650 800 +no ffiO +65.0 M.0 •55.0 &JA -no 500 +CS.D 500 +6SD MD •6&O -Me Cdom Slzc 24.131-25793 165.0 A00 +05O 500 +650 Sa.0 •55.0 FA.a +%.0 80.a +650 80.0 +650 -00.0 .fiSa 42) GT' C slom Sim M131-24.130 +fiSa B00 -6SD -MO +65.0 M.G -65.0 B B +fiSa S00 +Ina 500 +65.0 73.8 +fiSa 405 Cmlom 6'¢e 'A.131 .22.130 +65.0 -000 .65.0 �a .65.a 80.0 •65.0 AOA +65.0 A0.0 +fiSa 80.0 +6&0 -77.1 ♦65A .4 Custom Sue is.13%.201w +65.0 800 +no -SOO +650 SO ♦65.0 .80S +65.0 50.0 .650 A0. .65.0 -75.4 +85.0 B&5 Ouotm Size 16.131. 18.130 +660 K)0 ♦W. NO +65.0 SOS +65.0 A0.0 +E5.0 80.0 +65S -77.1 +650 -ms +60.7 bd) 6lwlest 1319P-16130 K5.0 500 .65.0 SO PO +65.0 -004 +65.0 -759 +85D -71,6 .fiSa �.2 ♦623 823 Ep®ILb 38.456 KSO ffi0 +650 aOD 00 +650 2..0 +nO -SOD K5.0 80.0 +65.0 80.0 +fiSa -T39 OSIcm Size 38131-30.463 MSA -000 +650 83.0 00 +650 A0D +no 80.0 +6&0 800 +85.0 -79.8 +6SD JIS cMtwn Sue 34.131-3&IW +65.0 50.0 +fiSa 80.0 0.0 .65.0 8..0 +no 80.0 .650 -8S0 .5.0 4).9 +050 LA4 76' 6lardvtl Pmiex 30.9ia-34.130 W5.0 -W.0 +00 �O SO +650 800 .65.0 80.0 +65G 80A KS.O .75.4 +650 n5 G I.S a 3D.131-30993 +no EOa +65.0 -80. 1.1 00 +650 -00.0 .65.0 A0.0 W5a -78.9 +fiSa -146 +BSO SS6 6atwn Sixa 21131-30.139 +850 AO.a .&S0 FA.0 0.0 +fiSa 8p.0 +65,0 -09.1 WSD -05.3 +65.0 71.9 +5A8 8s8 Sweat 'IS 194'-26.130 K5a -80.0 +6SD BO.0 00 +650 80.0 +CS.O 7&9 +fiSa -fl.0 +65.0 80.2 +623 G2.3Ews4do 42Y K5D800+fiSa . A0.0 .fi50 50.0 +65.0 A00 +65.0 800 +65a -77.9 +65A A94BP Lorton Sae 3&131-42d63 KSO AOA KSO 40S E00 +no FDO +65.0 A00 +fi5.0 -)fl0 +65.0 �74.6 +fiSa BS6SIm1aU Passx 34.194•-38.IM KSO B00 +650 A0.0 ..0 +fiSa 80.0 +fiSa -761 +65D -71.8 KSO A&2 +62J 823 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TOTIP HEIGHT. 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49.BOB MINIMUM BASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.605 5/16-NOM. GLASSSTACK LA55 4pP�m'W mzvaDlYlag wOh 0s fic+44 d-i Cal ASS fa8!nO D4R NOA Nlavl omM <_ SITE L�TER*IOR5S TYPE 1 Y 1 S •=a Do _o O 1� 13116-KCNt �' n _ � Om =IM O GLASS STACK e� N .030'PVB p-ZZ o AIRSPACE Z LL od 95 1/e"ANGLASS LIB"AN GLASS ULLj Uo ms ` 45 0 n 31 )5 Z 'oN n � S R B l2'NOM. Z r' Z EXTERIOR GLASS BITE a J U. O 0 Z N 70-73 5®OR 5B ® ma W U GLASS TYPE 2 Z N =aV5 6 W o _Z 0 Qo � w F n m J LL (A Q O atll ' saa s va5 2) TIP TO TIP DIMENSIONS OT ROUND FORUPTINTEGL AIDEQUAREG WINDOWS, SUBTRACT I' FROM THE TIPTO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOWSIZE. gN•ANNEAlEO +q/iUNAL tots` 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST MNOOWSIZE IN THE TABLEABOVE WHICH THE RADIUS TOPWINDOWWILL COMPLETELY FITm-mIN. TP=TEMPERED ALYNN MILLFJz, PE Q WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PER NEGATIVE DESIGN PRESSURES ME UNAFFECTED. HS=HEATSTRENGTHENED Pee SB7m TABLE T �scE Datum seen Fee0e br Given Rae saes Neige Rerge(in) Design Pmssum IIfor Glass Type Tp IOTp WEN 14 2S I 3Y 3T' 4P 45' 49 534I8- Y' EuVaNie 12464 + uo 80.0 +650 1 w0 +650 850 .65.0 8D0 +65.0 800 +65D 8&0 +wo I m0 .65.0 1 -w0 E,emi 15.9% e 0 4K0 165.0 -We +6SD -W0 +650 -0.0 W5.0 800 +6S 8&0 K5.0 180.0 +650 800 31' StaNmtl pmiex 1294I-15563 +CS.o EOU +650 8D0 +6SD 800 +650 800 +65.0 800 +65.D -NA +650 .0 +65.0 800 6hei 12464.1Z%3 +CS.D -WO r65S 8.0 +650 N, +650 -N0 +w.0 ADO +Z0 80.0 +Wo M.0 +650 -N0 EgWJI+e 19852 +f£.0 -We +65.0 -000 +f5.0 400 K50 8D0 +65.0 80.0 +65.0 A0.0 +W0 8D0 +W.0 8,o SIaMaE Pmiee 15W-19651 MSD -WO +6.50 400 +650 800 +65.0 ADO +65.0 -N1 +55.0 -WO +MD A 0 .11.1 -WO 96LS' C.I. Size 15,131. 15913 +650 8D0 +650 80.0 +160 83.0 +65.0 �0 +L5.0 A0.0 +650 40.0 +0..0 A0.0 +D50 �0 Custm See 14.131-I&IN + A 8]0 +650 -..0 +650 ADO +160 80D + 0 -W.0 +66.0 A00 +W..0 -00 +650 -WO Shi 12461. 14, IN +&50 800 +650 -PL0 +850 800 K5.0 A0.0 +650 A,o +55.0 8Co +65.0 400 +%o -wo Epue'4Be 22964 +w,0 BD.o +Wo 400 +MC -60.0 +65.0 ADO +650 m0 .55,0 ADO .M0 400 .65o -,0Cowan See 0.131-22963 + 0 Jw,o +650 -10.0 +650 ADO +650 B0.0 +65.0 40.0 +65o AQ0 .00 AD.D +650 -wo SWWM Pmeev 18.594-MAN + 11 A00 +65D BDu +65o ADO +650 Ao.0 +65.0 -W0 +e&0 4M0 +65.0 BDo +65.o -WO 45- Cuetee, See 16131-1&593 re O BDO 165.D -W.0 +55.0 -WO +65.0 MA .65o ADD re5.0 -,.0 +W0 ADG +w.o BD.o Custan See 15.131-16.IN +55.0 80.0 +650 20.0 +650 -800 +65.0 80.0 +650 400 +650 EO.o +Wo Jp0 +65.0 A0.0 Cmt=See 14.131-I&IN +650 A00 +650 -U0 +65.0 -SD.0 +650 80.0 +650 -WO +6&0 -We +65.0 iC0 -65.0 20.0 SOmtest 124fiq-14.IN +650 80.0 +65.0 40.0 +65.0 -NA +110 A0.0 +630 A00 +850 -MC+65S A0.0 +650 80.0 E0u%-Irye 249fN +650 40e +65.D -W.0 +6&0 100 .50 0 +650 BD.D +650 A00 +1 d3.0 +650 -W.D Cuit=Size T2131-24.963 +650 810 '650 4W,0 +55.0 -W0 +65.0 E00 +650 -00 + O -W0 +650 43u).0 .65.0 -W.0 SIaWN Pmiev WIN -21.1W +65.0 80.0 +85.0 -W.0 +6SD -N0 +65,0 80.0 +65.0 400 +650 800 +Mo J430 +61 F0.0 49' Custer See 1&131-WA93 +65.0 A00 -10 -W.0 .650 ADO 1660 E00 +650 800 +65.D A00 +90 �0 +65.0 -WO Oust=Sete ISA31-18130 +6Z0 80.0 +65.0 -W0 +650 A00 +650 Me) +6&0 4D0 +65D 850 1%..0 80.0 +650 A00 Custer See 14A31-16.IN +&5u) A0.0 +0uO -W.0 +6SD -We +65.0 AO +SSA -N0 +650 -We +650 -Wu) +650 800 f Sei 12464-14IN + J) E0.0 +65.0 -WO +650 -600 +650 4I00 +650 860 K50 M0 NO WO +650 ,o - Eque4Ie 25]I] +6So -WA 100 %A +WO JI00 +650 800 +650 AQO +650 W0 .NO 8DD +65D E0.0 Custen Size 24A31-25.IN KX 20.0 +.0 FAO +650 800 +65.0 MO +65D 80o K50 80A 165,0 400 +65D 45 ~ SIzi Peemm 20.844-24.IN +65.0 4V0 +65.0 �0 +65D A10 +650 -N0 +65.0 800 +85.0 -W0 +65u. A00 +6SD 80.0 F 8, Gaston Size 20131-EtW3 +65.0 800 +65.0 -110.0 +650 ADO +85.0 800 +MO A00 uW.0 NC +550 -W0 +65D -Bull Galan Size 1&131-W 130 +65.0 4W0 +65.0 F10 +MO 80D 166..0 800 +650 -W0 +650 -W,0 +65.0 ADO +65D W0 Queen Size 1&131.18IN aR.o -W0 +65.0 80.0 +6&0 AD +650 -Doa +650 8Do +650 �0 +650 -we +65.0 -W.0 Custer See 14,131-16.IN +WO A0.0 +650 .WO 1650 -NO +650 A0.0 +65D 0)0 +MO BDO +65D 4XI.0 +65.D -W0 Sh.t 12461-14, IN +Iei0 -N0 4650 800 +650 AD0 +650 800 465.0 800 +00 -W0 +650 -N0 .61.0 A00 Eq ite 31,964 +W.O 80.0 +65.0 200 +650 800 +850 Ne +6C 800 +650 F40 +No d3.0 +65.a -WO Qslem See 28.131-St. +0.0 A00 +65.1 8D.0 +1J0 -WO +650 AOA +650 A00 +MO �0 +850 -,0 .11. -&1.0 SlmddE P-- 35.79e-a IN a650 -We +M0 8ao +650 d00 +650 N0 .650 A00 +650 -W0 +wo -we +BSII A00 Custan See 24131-25]93 +6.5.0 -We +650 -W0 +650 BOA -650 AOO 1650 -600 .650 800 +no -N0 +650 8A0 6W Custun Size 22131-24 in +650 800 +MO 4CO +050 A00 +650 BDO +550 800 +00 A00 +650 1 0 +0.0 -No Cuezan Size W..131-22130 +65.0 40.0 'NO A0.0 +650 80.0 +65.0 NS +650 800 +65.0 -W0 +650 �Rl) +650 -780 Cu. See 18131-2D IN +650 -WO +65.0 4I0.0 +650 -W0 +65.0 800 W5.0 800 +[50 AO +Se0 1,0 .65.0 75B CeW Size 16.131-18IN +65.0 -W0 +ICC % +850 -W0 -65.0 4100 +650 A10 +65.0 -W0 +00 -W,0 +650 -TJB SMleet 1319C-16.IN +650 A o +65.0 A0.0 +650 .0 +65.0 800 W50 - D +650 80A +WO -P.T +6.5.0 B10 Ecue ite m484 .50 800 +MG -wo W50 ADO +65.0 A00 .650 80.0 +650 80A +Me 400 +650 -Wo Ce-S'ee 1%131-38.463 +NC -WO +650 800 +Me FAO ..e 800 +65.0 -N0 0 +W.0 -me -moo E00 Custer&- 34.IS, 1. +65.0 �.O +65.0 80.0 K50 400 +Me 800 +650 80.0 0 +65.0 800 +00 -ml ]6' SWtlaE Pmiex 3a ON e4, 133 W5.0 8'10 a65.0 8D0 +85.0 W.O +650 A00 +65.0 JW.O 0 +65.0 400 +65.0 -]SB Qusten Sae 30131. XW3 +NO -Pull +Wi.O .0 +6&0 �0 +650 A00 +G&S -W0 .65.0 AWD +65D -T40 Custen Size a131-30.130 +%A -&ID '65.0 mo +650 -W0 +me -W0 +00 ACO J�Do +65.0 -80.0 +65.0 -M smEeet 26.194'-2813D +650 ADD +65.0 BD.D .w.0 AD.O .65o Ao.o ws.o Ba.0 o .w.0 -nT .w.o 11D El ile 42464 K o &LO +fi5.0 LL0 +650 �W.0 +w0 ARO +fi5.0 80.0 0 +wA A00 +m084' Casten See 3&131-42463 +we Ao0'650A00 .50 �.0 -650 -W0 650 20.0 0 +me A00 +w0 3taz]aNP-- 34.19T-M130 +w0 -W.0'650-WA W50 -W.o +Me 8D00 +wD -P.) • MINIMUM SASH HEIGHT FOR FLANGED W WOOM IS: TIPTOMP HEIGHT-49J91 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT-4&391 MINIMUM BASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: PP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCKHEIGHT-48,W6 Imo_ 1Y16-NOM. ,(TI I� GLASS STACK 'k- Ill 090'PWI MR, Rjo X.: 11 GLASS TYPE 3 GLASS ONY LyJVAf �:' CIGENSF '. Cam: Q. P' * N0. 88]OB _ts *- 9 1) TIPTO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL4.EG WINDOWS, SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE, TTJ�� ONAL ��Pv 2) FOR SIZES NOT SHOWN, ROUND UPTOTHENEXTAVAIIABLESIZE. AN=ANNEALED IIIIIIII 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. W=TEMPERED 0.LVNN MILLER. PE, 4) WINDOWS WITH THE LOWSILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-55 PSF. NEGATTVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED NN MILLw TABLE4: O9a190 Plasm. Ob./Be) for Glass Types 4.7 e"'San DXNaam erG.Rage 6Rava TO Te Te TP Wam 41(S' 2V Em ;te 12 U4 .BSO .S E9ue14de lee. .es.a -WU 31' S..Hp - 12934.16.BB3 .65A E . BMrtP31 12464. a.. ..Be do0 EU.". 7852 .Sa. 5-0 swdaNPNAHN 15.BM-1B851 .650 JW0 3519' GKbmsua 15.131-ISW3 .ne -tw. CLelgn See 14.131.15IN .650 A0.0 s1 tat u4N-14.IN ..a 80.0 EyWNile M. .650 Fq.O slo CLm Sue 20.131-YLB83 .55S -SIS StaMdN P.- 1B504-mim .55S -Wo 4r aWm GSkn 1eu1-trim .55.0 ao.o Gaiam Sue 16Ial-1. 1. .me -We QUIT -sae +4131-MIN .s50 ae.o a.. tx464-Ia130 .85.o -ooz Equ04. 2aBN +me -Sao cU.Sae a.o1 .2. .ss.o ee.o s1Ai PRiew 20.194.Iolm +Me -No 4V Custom sue 18.131-N IM +Ne A0.0 Getan sae le.,a, -tat . 4oD c�Imn sae 1ao1.1a+N se V .e5.0 ao0 s s1u+�! ,a. tat aD Ma.o am. Em I. 25 Tn .ss0 -eo. z O¢lmsae 21131-UM .6x0 ae.e e slaaa,e pm az A.N4-24.t3o W. e0o n fie, Cuslan8ue A.1.,-A.Ba3 Mi0 400 Custom Slue 19.131.20.130 .es.0 -euo Ozzz, Sue 10.1a,-Is13e .85.0 .0 aamm ske 14.Is, -10ese .e5.o -Poo S.AsU 1zce4-14.I SD M3.o -eoo E9valJae 31.9N M5.0 -Poo Cu. Sae MIM-31.963 .05o aoo StaxalPuem 2S791-28.1b K5D 4300 Orstwn as. 'N.131-25790 I +.. 40.. as Ceaansae 22131-24.130 .650 -Sao aamm Sae 20.131-MIX MSC ae.o Cz.-Size 18.131-A.1. .650 ISO Cua1DT See 19. 131-Tale .850 b00 S1en6I tatW--I&IA MSA 4D.5 EOuaNIW a54N MSO Is. Cwmm SUN W131-3&N3 . o -WA C,z=sue 34.131-36,130 . o -W.0 it U.P. ao.asa-sa.1m .s.5.e 'wo psbm Sure 30.131-30.993 . b 40.0 Gnmmsue 28.131-W..IID +aIe 40.0 SMteal RIN•-2B.t30 +sse 40.0 EpuaLN. 424N .sau .0 N' Qabmsu. W131-,CEN3 *No 4110 Sm Prozz 31AW--3813) .i.O zoe M16-NOM. GLASS STACK 1? HS GLASS � GLASS lZ NOM. ETERw a T(1V MOM. GLASSSTACK .09P PVB 11CANGIA55 30 LI�GlP55 m 1? NOM. GU55 BITE a u N GLASS ttPE5 13(16' NOM. GLAS65TACK PVB AIRSPACE 0eD' (18-ANG Tar AN GLASS 111 a- mom. GLASS STACK -PVB ANGLASS TASK Desin n Pressure for Glass Types 8-15 agWn SasD _ Ba G.Pa" S.rwgN Pa19e M) TO TO Tp a1118' .1 Emuune Izae4 .600 -110.0 EODs:41te Mum .BD.O -1100 31' StaMatl Pmzz u.9e4-15903 .ee.e ",a, Sbtol 12404-!zags .80.0 -1f00 Ee0.o. SlatlsE Pm 19652 15.044-19.551 +Bse +60o _,10.a -1100 Nor Cvsks, SiZe 15. 131-ISO43 .800 4100 COaIMl6ka 14A3,-15.130 4800 -1t00 Skaleu 124e4-14.130 .800 410,0 EQU2141e M. .WO -110.. CL31am Slue 30.131-2z933 4800 -110.0 S.ud P2. 1BB94-A130 .800 -1100 4r COslan Size 10131-18.533 .DOD A100 CNIvn Sue 15.+31-16.130 +W.O .,is. damn sae 149131-15AN .eae -1Too Sm1®t 12464-I4e30 .ea.0 -11.0 ETW1. 24m4 .8a.0 -1110 Cusken see SIa Pnmew M131-24.W3 20.194m MOU0 47W-0 MOD 110. -1111.0 4V Cuslwn See 10.131-20.193 MO.D 410.0 CUsmn Sun 10.131-16130 .80.0 Ale0 CLslan sae 14. o+-1st3o +Wre -11a, p a..,114M-14A3D .eD9 -n D.D ER+411m 25M .Sao Amo _ aamm See S1. F.- 2alat-2xTK 20.BU-26130 Mo.D .900 -110D -1100 xiyB CUSIan Siie N.131-A.543 .Poo -I100 Y Cua1Cm 5'ea 18131-20.130 .BOO -110.. GLeWn sae 16.131-18.130 .w.o -100 cnmm Sae 14.131-16AX .e0.0 -1100 slmest Iz4N-I4AN .N. -1 mD E,-11. a%.. 'No -1100 Custom Sue 28131.31.981 100.0 -1100 SL PaN n7DB-23.130 M00 -1100 CUBWT SIZe WAM - 25.7931 10.0 A100 [3' C-t. Size 6AIem $IZa 2213E 24.130 .03.0 -1100 YJ 131-MIN +Ne -1100 C Knl Sae 1&131 .20P130 +SU ITS. Casiwn Sae 18. 131-MIN .000 -,is. Martell 13.104'.1alIB .0.0 -!Joe EOuaNllo 3a. *me 71D.0 Cue -Sae ]8.131. 38453 .80.0 AIDS Ta- On'. sIZe 6.t PmMew ]0.,a,-.1. 30.994.34.130 .No .No -1100 -11D0 Mahn Size NOT -30.893 +Wo 4100 NSbn sIZe 2KI31-3p+30 .see 110A SMteal A.1N'-Nim BOB Ai M5 EOwHlln 42.4N .00.0 -11D0 w 6nlvnsae WA3+-42403 .Po3 -1100 SlartlaN PnM>.v 34.1W'-]B.1]0 .Poo 410UO FIrEPbRa VI AN GL C ®OR� 3 .090•SG L18'HS GLASS 30 LI�GIASS 2s 1R'NOM. en[vro0. GLASB BITE a i4 X GLASS TYPE 9 I� IWJrNOMr GLASS STACK 6� GLASS TYPE 10 J1 -I-_ 1116-140M GLASS STACK 13(16-NOM. GLASS STACK -SG AIRS HS GLASS YWTPGL v I TOM. �e 3811E E[ RM u tare - NOW G V$.5 STACK IL16'NOW GLASS STACK I"SG ITS GLASS -MINI MUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIPTO TIP HEIGHT-49.391 r:.P MINIMUMSASHHEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCKHEIGHT. 40.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS T0P WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WNDOWS IS: BUCKHEIGHT-48S06 *.'�No. SBT05 1. *� %AST1C3•..,�'. AOrG , I A�ORION. 1) TIP TIP DIMENSIONSSHOM. FOR INTEGRALFINWINDOWS, SUBTRACT I' FROMTHE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINETHE WNDOWSIZE. %riSI0NAL`,, 1� 2)F0TO ADEQAREG ROUND UP AN -ANNEALED 3) FOR RADIUS T0P WINDOM. FIND TE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MEN THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAIGMUM POSITNE DESIGN PRESSURE 0F.65 PSF. NEGATNE DESIGN PRESSURES ARE UNAFFECTED. HS- HEAT STRENGTHENED gLYNNM RLER.PE. P.E.MILLER Anchor Ouantiges Required for 'ThroughFrame'Installation usina Glass Tsai 41A P to Wdlh Rr 25 M. 3r 4T IS, 4V I 53-t/0' Jamb it, _ 3 Q m zo isK B£ § Q so Anh G K `u ti £ n b m Q m Jamb F R _ b < m Jamb Jamb ; Jamb m E I _ g a 2 Rowe Sesh to Ghen Fagg Suh Mor M n Rmi(I ) 2P EOualulte 12.•1A 1 t 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 EgmlJlfe 159. 1 2 t 1 z 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 31' Stmdad Pmiee 129M-15963 2 2 1 2 2 1 2 2 1 2 2 2 z 2 2 2 2 3 2 2 2 Sezi 1z464 12a93 2 2 1 2 z 1 2 z 1 2 2 2 2 2 2 I 2 2 2 2 2 2 E4unm 19652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 StaMas Prmeex 15944 19.651 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 s. Cuslmn 5rse 1i131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2Custom S¢e 14A31. 15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2snmlal 1z464-14.130 z 21 z z 1 z z z 2 2 z z 2 z z z z E4wuee Y2H6• 2 2 1 2 2 1 2 2 1 2 2 z 2 2 2 2 2 2 2 2 2 2 2 2 Custom alas M131-22.933 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ste1WarE PmJew Me. 20130 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4S Cuslan 5rte IG131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 Custom Size 15131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cullom sis 14.131-15.1 so 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12a6•-1•.130 3 2 3 2 3 2 2 3 2 2 3 3 2 3 2 2 Eovaliite NRA 2 2 1 2 2 1 2 1 z 2 2 z 2 2 2 z z z z 2 z z e ZL IzI-2•.963 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SareaN P,mi 20IN-2 Alt 2 2 1 2 z 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 eY Custom Size IS. 131-2n193 z 2 1 2 2 1 2 2 t 2 2 2 2 2 2 z z 212, 2 z z 2 2 Custom Size 18.131-IslW 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 Custom Slze 14.131 m 16.130 3 2 1 3 2 1 3 2 1 3 2 2 9 2 2 3 2 2 3 2 2 6Mn¢01 12464-14.130 3 2 1 3 z 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 2 Euzuku. 25.2T2 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 Custom S¢e 24.131-25.II6 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 StaMaN Plodeer 20.8M-24130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2Qntom Size 20.131-20.U3 2 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 1�2 Cuefom Size 10. 131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 Custern See 16.131-16.130 3 2 1 3 z 1 3 z 1 3 2 2 3 2 2 3 2 2 3 2 2 Cuslam Size fa.131-16. 130 3 2 1 3 z 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 31Mesl 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 Equa1Jte 31.H64 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 CmtojI Size 20.131-31.90 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 2 SfzrtlaN Plonew 25.294-28.130 3 2 1 3 2 1 3 2 I 3 2 2 3 2 21 3 1 212 3 2 2 3 3 2 Custom Size 24.131-25.I93 3 21 1 3 2 1 3 2 I 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 63 Custan Size M.III -24.139 3 2 1 3 2 1 3 2 1 9 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custan Size TO -Vat -22.130 3 2 1 3 2 1 3 2 1 3 1 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 18,131-M.139 3 2 1 3 2 12 z 1 3 2. 2 3 2 2 3 2 2 3 2 2 3 2 2 Cullom Size 16131-10A30 3 2 1 3 2 1 3 2 1 3 2 z 3 2 2 3 2 2 3 2 2 3 2 2 slonesl 13e94--16130 4 2 1 4 2 1 • 2 1 4 2 2 4 z 2 a z 2 a z z a z 2 E1.141s, 38.dE4 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 36131-30.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 J 2 3 3 2 Custom Size 34131-]B.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 IV SlaldaN Pre.— 30IN-34J1 s 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size W6131-WAS3 3 3 t 13 3 1 3 3 1 9] 2 3 3 2 3 3 2 3 3 2 3 3 2 Custom Size 20.131-MAID 3 3 1 3 3 1 3 3 1 3 J 2] 3 2 3 3 2 3 3 2 33 2 Shismin RIIN'-30.130 4 2 1 4 2 1 • 2 I 4 2 2• 2 2 4 2 2• 2 2• 3 2 E0ue14. a2Mq 3 a 1 3• 1 3 a 1 3 a z a a z 3 a z 3 a 2 34 z 6P Cuseri Size 26131-42.463 3 4 1 3 4 1 3• 1 3 4 2 J I 2 3 4 2 3 a 2 3 4 2 SlantlazlPmJw 34.104'-30.130 a] 1 4 3 t• 3 14 3 2 4 3 2• 3 2 4 3 2 4 9 2 •MINIMUM BASH HEIGHT FOR FLANGED WINDOWS IS: TIPTO TIP HEIGHT-49391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOM IS: TIPTOTIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP WINDOWS IS: BUCK HEIGHT-48.8W TABLE 6B: Glass TYPE Description (Listed from Exterior to Intent 1 1/5'AN, M' PVB, 1/6-AN 2 1Y18' L1G: 118" AN CAP, AIRSPACE, 1/W AN._W 0" PVB, US' AN 3 13/16' LIG: 118" TP GAP, AIRSPACE, 118" AN..090' PVB, 116" AN 4 1/B' HS..89G' PVB, I1W HS 5 3/16'AN, 090"PVB, 3/16"AN 6 1 V16" UG: WIF AN CAP, AIRSPACE, 118" AN, 090" PVB, 11Y AN T 1YI(PUG: 3116" TP CAP, AIRSPACE, 115'AN,.09D"PVB, 118'AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUALLEGWINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE ME WINOOWSIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEKTAVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. m Y W z 3` �n 0 5..aa O � p 0 J m ZLU Z Z LL �D LU O Z W HZc �a J Imo _ o j a F O Z Oe. u Z W ro LL F O ou ® � J ZZ F + aaVS ro = So Z O J U Z S y Q Q a+l'1 'a¢a0 saua5 J�ONY LYNp� �o,� VIC P; * � No. 5870.5 = D O:OF 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MA%IMUM POSITIVE DESIGN ///I311113111s PRESSURE OF-65 PSR NEGATAE DESIGN PRESSURES ARE UNAFFECTED. A.LYNNMILLER,P.E P.En50205 TABLET' Anchor0uantl0es Required for -WroughFrzme-In9Illation usir GIa6sT e59-16 iv to iP Ni fe- 21 33• I 3r• I dr 47 49• 1 5 118` Jamb 3 S 9 Jamb I E ^" hmb E f S' § ev Jamb f f S `d Jane E 1j. Y' m Jamb i fi y Ana S E m E Jamb i i § m a x BBVwn Sesb Llsmeen' 3x Gren Pa RangSun eh(Wl 21 EpUeHile I2.1W 1 2 1 1 2 1 1 21 1 1 12 2 112 2 1 1 212 1 2 z 1 2 2 Equai IS.WA 1 21 1 1 2 1 1 21 1 1 1 2 2 1 2 z 1 2 2 1 2 2 1 2 2 31• SWtlaN Prim 12994-I&963 2 2 1 2 2 1 2 2 1 2 12 2 2 2 2 21212 2 z 3 2 2 2 Slwneat 1246a-12933 2 2 1 x 2 1 z 2 1 2 2 2 2 2 2 x 2 2 2 2 2 2 2 2 EpuaHi4 19652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Simmi Prwee 15.W-19651 2 z 1 2 2 1 2 2 1 2 2 2 2 2 2 2 z 2 2 2 x 2 2 2 NIZIV Cuelom Sze 15.131-1E943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cube Sze 14131.15.90 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Seeman 124H-ta130 2 2 1 2 2 1 2 2 t 2 212 2 z 2 z 2 2 z 2 2 2 2 2 EpueHib R96d 2 2 1 2 2 1 2 2 1 2 212 2 2 2 2 2 2 2 3 2 2 3 2 Custom Sze 20. 131-2299] 2 2 t 2 2 1 2 2 1 2 212 2 2 2 2 2 2 2 3 2 2 3 2 Slartlaal PmJOw 16.5%-M.130 2 2 1 2 2 1 2 2 1 2 212 2 2 2 2 2 2 2 2 2 2 3 2 41 Orton Sze 16i .18.59] 3 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Casten Sze 15.131-16.130 3 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 Lmlvn size 1 . 15. 130 2 2 1 2 2 f 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 sweat -14AW 3 2 1 J 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 11 FquaHlle4SS4 2 2 I 2 z 1 2 2 1 z z 2 2 2 2 2 3 2 2 3 2 2 3 2 Cuslmm Sue 1-24,863 2 2 1 2 2 I 2 2 1 2 2 2 3 2 2 2 3 2 2 3 2 2 3 2 Sandi Plwe,.MAN 2 2 1 2 2 1 2 2 1 z 2 z 2 2 2 2 2 2 2 3 2 2 3 3 W Gaston Sze 1-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3Czar, See 1-16, 13D 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2] 2 2 3 2 2 3 2 3 Car. Sue 11N. t-IS. 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 ShMest a-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2Epuilib.ir2 2 2 1 2 2 12 2 3 2 2 ] 2 2 3 2 Casmn Sue 1-2111 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 z 3 2 z 3 2 2 3 2 oStanOmG Pwax.24.IN 2 2 1 2 2 1 2 2 1 2 2 x 2 2 2 2 3 2 2 3 2 2 3] Cu5tan 5u0 1-xn64] 2 2 1 2 2 1 2 2 12 2 2 2 2 2 2 2 2 2 2 3 3 Callan Si- 1.20IN 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 (Adam See 1.18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Casper, Size 14.131.16.130 3 2 1 1 3 2 1 I 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Saari IZzS4. 14AN 3 2 1 3 1 2 1 I 3 2 1 3 1 21 2 3 2 2 3 2 2 3 2 3 3 2 3 Em¢:40s 311 2 3 1 2 3 1 I 2 3 1 2 J j 2 2 3 2 2 3 2 2 3 2 2 4 3 3] 1 3 3 1 3 3 1 3 3 2] 3 2 3 3 2 3 3 3 3 4 325.794.28 IN 3 2 1 3 2 1 3 2 1 3' 2 2 3 3 2 3 3 2 3 3 3 3] 3 24.131.25.293 3 2 1 3 2 1213 z 2]3 93 2 3 3 3 3 3 3 5.5�.28.131-31.SIM 22131-24.130 3 2 1 3 2 1 3 2 t 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 20..131-2ZIM 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 18.131.20. 130 3 2 1 3 2 13 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 1GI31-18.IN 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Verbal 13, 1"'-ISAN 4 2 1 4 2 1 4 2 1 4 2 2 4 2 1 2 4 2 2 4 2 3 4 2 3 Elp ilO 38464 3 3 1 3 3 1 3] 1]] 2 3 3 2 3 4 2 3 4 3 3 4 3 Cu5lam Sue 36.131-38.463 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 9 3 4 3 Cualam Sue 34.131.3&130 32 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 26' S1mi6vtl P.. 3n934-U.130 3 3 1 3 3 1 5 3 1]] 2 3 3 2] 3 2 3 4 3 4 4 3 Canton Sze 30131-30993 3 3 1 3 3 1 3 3 1 3] 3 3 3 2 3 3 2 4 3 3 4 4 3 Callan See 28.131. MAN 3 3 1 3 3 1 3 3 1 9 3 3 3] 2 4 3 2 4 3 3 4 4 3 SM1t0at MAW-26.130 4 2 1 4 2 1 4 z 1 4 2 2 4 3 2 4 3 z a 3 3 4 3 3 Emazi 42d84 3 4 1 3 4 1 3 4 1 9 4 z 3 4 3 .14 2 3 4 31 3 5] SirCu t. S¢e ]8.131-424e3 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 314 2 4 4 3 4 3 3 SlaMme PmJew MAW -Ili 4 3 1 4 3 1 1 3 1 4 3 3 4 3 2 d 4 2 4 4 3 4 4 3 • MINIMUM SASH HEIGHF FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT-4B.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49,806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48 606 TABLETB: Glass Type EaDescri(Listed from len0rb Interior) 8 WIF AN,.090' SG, 3116-AN 9 916' HS, .0W SG, VIV' HS 10 13M6" LIG: 1/8' AN GAP, AIRSPACE, ltr HS..090' SG, i/r HS 11 13/16' LIG: 1/8' AN CAP, AIRSPACE, YIF AN, .090• SG WIV AN 12 13/16' LIG: 1/8' TP CAP, AIRSPACE, 116- HS, .090' SG, 118- HS 13 lWl6' LIG: 118' TP CAP, AIRSPACE, 31 AN, .M- SG, 3w AN 14 13MV LIG: WIV AN CAP, AIRSPACE, 1/8' HS, .090" SG, 1f6' HS 15 lXlT LIG: WIV TP CAP, AIRSPACE, VV HS, a=D SG. lfT HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR IIYIEGRAL FIN AND EOUAL4.EG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SUE IN THE TABLE MOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE UMITEDTOA MAMMUM POSITIVE DESIGN PRESSURE OF.65 Pi NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. m y. a a o o Om 0 Z Z w Z Z an Zui vu d n n UU up o es V mo up H- W P 'lm0 4 pZIn 6 N V (7 W J m LL � F 0 b B W jm Z Q IaaVS a `L J Q O Z W U o O J Q Z Q m =n3 '�:a0 ae�e5 `1111111111111j1 NY LYNI Q': -•.i3 *:^moo. SBY05 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION EDGE DISTAN r _T____ ANCHOREDTHROUGH FRAME INTO a WOOD FRAME OR BUCKSTRIP. SEE NOTE2, THIS SHEET. EMBED- ti_ MENT TIP TG TIP HEIGHT FIXED VISIBLE LIGHT HEIGHT I EXTERIOR a 1-WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT SEE NOTE EDGE DISTANCE PER L SUBSTRATE, SEE TABLED, TYRANCHORTYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 46 3 USE EITHER 1 SWEEP @ MOTOR OR 2 BOTTOM IN MLOCKS OPTIONALHI-RISE SILL SHOWN. SE /\ SHEET 1p FOR STANDARD SILL _1/4" MAX I NOANCHORS REQUIRED IN FIANGECR ' EQUAL -LEG FRAMESILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INFO CONCRETE/CMU. SEENOTE2,THISSHEET. NT EMBEDMENT 1M'MA% 114-MMSHIM +A �-.— q SASH E 1T LIGHTWIDTH EDGE DISTANCE • �FIXEDVISIBLE LIGHT WIDTH _I `II ° TIP TO TIP WIDTH HORIZONTAL SECTION A -A STUD. MAY BE VERTICAL OR AL. SEE SUBSTRATE ES, TABLE 8. FRAME INTO METAL A Substrate Min. Edge Min. Embedment Distance T. Southern Pine (SG-0.55) 9116" 1-3/W #12 Steel, 18-B Aluminum 6063-TS nin. 3/8" 0.063" or 410 SS Screw A36 Steel 3/8" 0,063" Steel Stud. Gr. 33 rnn. 3/8" 0.045" (18 Ga " Concrete (Inn. 3.35 ksi) 1" 1-3/4" i/4 410 SS D410 teF Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" X P.T. Southern Pine(SG-0.55) 1" 1-3/8' Concrete (min. 2.85 kst) 1" 1-3/8' 1/4" Steel L&acon UngrouLd CMU, (ASTM C-90) 2-1/2" 1-114" P.T. Southern Pine (SG0.55) 1" 1-318" B)U E ONLY Nnnenw oc,C,r B)UBEONLYF RANCH R$IN THE HEAD.INJAMBS. PANMEXffIAT HFADTYPE IB ALLOWABLE FORANCHORSE THE HEAD. C) "UNGROUTED CMD" VALUES MAY BE USED FORGROUTEO CMU APPLICATIONS. SUBSTRATE. SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) MOTH @ SASH 8 FIXED LIM: TIP TO TIP WIDTH -5.10' HECHTIEDUAL-LITE) TIP TO TIP HEIGHT2-3 T3' HEIGHT(PROVIEW) @FIXED UTE: TIP TO TIP HEIGHT2 13 TB' @SASH: TIP TO TIP HECHT2-it S3' HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT -SASH HEIGHT -3.55- @SASMSASH HEIGHT -4.BD' -- NOTES' 1) USE ONLY SUBSTRATEAPPROPRIATE ANCHORS LISTED ON TABLE 0. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. ALL WOOD BUCKS LESS THAN 1-M' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS a ARE 142" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING, ILI H m � y N �a `o O 0i w *aa �I�O U N w Om _w IY Q z U J o F m W O ZLL� m 2 W «p v r r UUo a, rZ Q HS'a RB u wa 'oN Jm0 _ Q oZm Z (7 Z J x LL O r ® m J Z O ZBr IaayS Qo < D j m X O Z W m � U J O C r m Q LL \1N 11 Ill p// 2li�l�P , c NSF �; No. 58705 I INSTALLATION OPTION 1 ANCHOREDTHROUGH FRAME IM02X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET BUCK HEIGHT I FIXED VISIBLE LIGHT HEIGHT I — EXTERIOR a EACH END SASH VISIBLE LIGHT HEIGHT 2 EQUAL -LEG FRAMES INSTALLATION OPTION 2 ANCHORED FRAME IWO COUGH ETEICM DIRECTLY IMO CONCRETEICMU. EMBEDMENT Il4" MAX SHIM � EMBE0. MEM eN EDGE DISTANCE 1I4" MAX SHIM 19 FKEDVISIBLE SEETABLE Ir LIGHT WIDTH 3 NOTE S. FOR ' 10 HEAD TYPE , W. ANCHOR TYPE, .° EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TTRLESATE, 31 R 58 NO ANCHORS ' REQUIRED IN FUVIGEOR EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRAMEAND IX BUCKSTRIP IMO CONCRETEICMU. SEE NOTE 2. THIS SHEET. EMBEDMENT 114-MAX SHIM GASH VISIBLE 12 I - UGHT WIDTH EDGE DISTANCE 44 • BUCKWIDTH EXTEEMOR HORIZONTAL SECTION A -A v SEETABLE8. —�I 1/4'MAX.SHIM 46 55 DADE APPROVED MULLION, FBC 13 COMPLIANT ALUMINUMISTEEL FRAMING USE EITHER I OR STEEL STUD: MAY BE VERTICAL OR SWEEP LATCH t$ HORIZONTAL. GEE SUBSTRATE MIDSPAN OR 2 PROPERTIES, TABLE 8, BOTTOM LOCKS INSTALLATION I EQUAL OPTION 4 LEGSOX ANCHOREDTHROUGH FRAME FRAMEIMO METAL SHOWN OPTIONAL HI RISE SILL SHOWN. SEE SHEET tU FOR STANDARD SILL. Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine (130=0.55) 9116" 1-318" #12 Steel, 18.8 410 Aluminum, 6063-T5 nun. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.053" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ge Concrete (min. 3.35 ksi) 1" 1-314" 1/4" 410 SS CreteFlex Ungrcuted CMU, (ASTM C-90) 2-10 1-1/4" P.T. Southern Pine SG=0.55) 1" 1-3(8" Concrete (min. 2.85 ksi) V 1-318" 1/4" Steel Uttracon Ungrouted CMU, (ASTM C-90) 2-10 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-318" HI USE oYs mnenw nANCHO S mewLSVANIHIF T B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANHFwFIAT HEADTYPE IS ALLOWABLE FOR ANCHORS THE HEAD. q'UNGROUTED CMU° VALUEE S MAY BE USED FOR GROUTED CMU APPLICATIONS TYP. ANCHOR TYPE, EMBEDMENT AND EDGEDISTANCEPER SUBSTRATE. SEE TABLES. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH BASH 8 FIXED LITE i BUCK W DTH-4.12° HEIGHTHEIGHT E�JQUAL-LITEI-CITE) BUCK HEIGHT2-3.23- HEIGHT(PROVIEWA @FLKED LIM: BUCK HEIGHT2. 428" @SASH: BUCK HEIGHT2-11,63" HEIGHT(CUSTOIMSASH) QFIXED LIM: BUCK HEIGHT - SASH HEIGHT -2.5S QSASH: SASH HEIGHT-4 6V NOTES: I) USE ONLY SUBSTRATE-APPROPRATE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF THE WINDOW. ' 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8: ALL WOOD BUCKS LESS THAN 1-10TWCKARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPRONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-12° THICK OR GREATER_ IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IG THE RESPONSIBILITY OF ME ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. � m o Y ti 0i "aa r Om w Of m O z Z LL ^ s z W o S W m> - F o Z m Z O D 0O O m ® $ IS J F U z W X I>=Ps � V) O D z J 0 ¢ u g CY < Q O W W \\\N III III(IIII LYNA('t \XCEN&6. NO. SBTpS �%cFSo.FYOR..... INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE EMBEDMENT 1 EDGE DISTANCE BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT J EXTERIOR ,MEP NOTCHAT- EACH ENO SASH VISIBLE LIGHT HEIGHT TYP: ANCHOR TYPE, IEDMENT AND EDGE :E PER SUBSTRATE,- SEETABLE9. (SCREW SHOWN) 1)q•IgAX EMBEDMENT SHIM I �TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEETABLE9. 1� USE ERHER 1 SWEEP IATCHa MIDSPAN OR 2 BOTTOM LOCKS k STANDAR SEE SHOWN.SEE 33 PREVIOUS SHEET FOROPTIONAL HI-RISESILL. TABLE 9: EDGE VERTICAL SECTION D-D 1/4• MAX. SHIM —1 114• MAX SHIM SASHVISIBLE LIGHT WIDTH Ir FVIEOVISIBUE LIGHT BUCKWIDTH HORIZONTAL SECTION C-C DADEAPPROVED MULLION, FDIC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLED, NS(G5I. SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-11Z x.113" Box Nail P.T. Soulhem Pine (SG=0.55) 5116" 2438 2.112" x .131" Common Nail P.T. Southem Pine (SG=0.55) 3/5" 2 438 2-112N x .145" Roofing Nail P.T. SDuthem Pine (SG=0.55) 318" 2.438 2-112" x .145" Roofing Nail P.T. Soulhem Pine (SG=0.55) 318" 2438 010 Steel Tmsshead So,. Or #12 Steel, cne or410 SS Screw P.T. SoUthem Pine (SG=0.55) 0 125'Aluminum, 6063-T5 min. 112• 5116" 1.375 0.125 0 050' A36 Steel Sib" 0.05 0.04A (18 Ga) Steel Stud, Gr. 33 min. 5/16" 0.045 A)MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DISTANCE EMBEDMENT I EMBEDMENT VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 0 FOR HI -RISE SILL) WIDTH tot SASH & FXED LNE: BUCK WIDTH -4.12• HEIGHT(EQUALLITE) BUCK HEIGHT2-323" HEIGHT(PROVIEW) @FIXED LITE: BUCK HEIGHT2 -4,28" @SASH: BUCK HEIGHT2 -11A3• HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.55- @SASH: SASH HEIGHT-4 60' NOTES 1) USE ONLY SUBSTRATEAPPROPRWTE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) 15 MEASURED FROM BEADING TO BEADING. `111t, .... •, rrq ON 3CENSN 140. p58�705� *- �rllll A LYNN MI PEA: 256W 3.185• ]0 2.m- .062- 1.1 29a6" .062' F ' 69. .i —L 063' III O FLANGE FRAME HEAD OI OGRAL FIN FRAME Oj EQUAL LEG FRAME HEAD OFLANGEFRAME JAMB OJAMB INTEGRAL FIN FRAME OFLINGE FRAME SILL 7,.d 1 2.]96" 3.a6V .062' 17 - Oe INTEGRAL FIN FRAME SILL SASHTOPRNL OFIXEOMEETINGRAIL O �ISEBOITOM RAIL 13 O EQUAL LEG FRAME SILL ORANGE HI -RISE J 1.235- �j O SASH BOTTOM RAIL OSA311SIDERAIL 0.133" W2" 25' OINTEGRAL FIN FRAME SILL -HI-RISE SILICONE STRUCTURAL POLYISOBU]YLENE 1la"NOM. MT H DESICCANT EXT. GLASS NT. GLASS ]0 KODISPACEaSGTPS 2.060" —� 062" 212a" O EOUALLEGFRAMEJAMB t1 EQUAL LEG FRAME SILL HWISE HOT -MELT BUM STRUC"NNAL 3H6"NOM. SILICONE FOAM MnrH OESICCANT IXT GLASS NT. GLASS ]1 SUPER SPACER® NXT\N ALUMINUM POLYISOBUTYLENE DESICCANTRLL 1.446' REINFORCEMENT 1522' IyI I 63a' M' 61T'I� 1 A96" SEAL [CONE 116. SE • 621' .pa0' —'- BIRYLS ROLL -FORMED SILICONE SEAL pap � I I��P} STAINLESS STEEL .613" r 13)0' L^ .0)0 .0]0' T � .Oa5' ,.602' .OSp I EXTEGLASSS E%T. GLASS HEAD ANCHOR ��111 L`��Illlllljj'��� INT GLASS INT. GLASS le COVER OSASH STOP COVER OIGBEAD a10 SNAP BEAD 05116"LAMIBEAD 11 )N6"LAMI BEAD ]2 OURASEAI°SPACER OXL EDGEi°SPACER m 4 W > o }0 "aN K - O w C9 N o aloe K Q' Z LL - _ Z W 2 ui s -' d w U m o a6 u a LU 0 MO m Z m m Z � z LL O m I o ® qW J ZN IaaVs a m Z O Z O N Q o 2 Q W a0N 'asap xaua5 N�GENSE'��(�� ? Qr c No. 58705 % 1 - S A �F %t'o RE I RULE It: I#m PGT Part# Description Material 1 642001 Head, Flange Al.. 60B3-TB 2 624D17 Head, Integral Fin Alum. 6063EM 3 624028 Head. Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 606'E 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin (Used For Alternate Radius Top Head.) AIum.6W3-T52 6 624031 Jamb, Equal -leg Alum, 6063-T6 BA Jamb, Equal -leg (Used Far Altemale Radius lop Head) Alum. 6063-T52 ] 62d002 Sill, Flange Alum. 60G3-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 824003 Sill, Hi -Rise, Flarge Alum. 6063-T6 11 624019 Sill, lU-Rise, Integral Fin Alum. 6063-T6 12 824030 Sill, HiRise, Equal -lag Alum. fi061T6 13 624006 Sash Top Rail Alum. 60O5A-T61 14 624005 Fixed Meeting Rail Alum. 60WSA-T61 15 U4012 Sash Bottom Rail -Hi-Rise Alum. 6D63-T6 i6 V4068 Sash Bottom Rail Alum. 5063-T6 17 624007 Sash Side Rail Alum. 6063-Ttt 18 6]A051 Head Anchor Cover Alum. 6063TB 19 624015 Sash Stop Alum. 3-D T6 25A 6240M IG Bead At... 6063-T5 2 13 624011 IG Snap Bead Alum. 6063-TS 26 624013 5/16-Lend Beading Al.. 6(�T6 27 62,=6 7/16'Lami Beading Alum. 6063-T6 SO 6TPW Glazing Bead, Bulb Vinyl Er#624023 Vnyl 31 GTP246 Glazhg Bead, Bulb Vinyl V N6340098 #624011 Vnyl 32 724048 Sweep Latch Top Rail) Cast Zinc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/S' X 12" X4') Neoprene 35A IS Setting Block (1/8" X3l4" X4") Neoprene 353 724014 IG Snap Setting Block Vinyl 35 724044 Bottom Rail Weathersidp Extension 37 R4053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 M4057 Head Gasket Polyethylene 41 M400 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .18T', Fin Seal (@ MR) 44 67Si6G Weatherstrip, .17W X.270', Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal (@ Top Sash Bell 46 wades Balance with Cow B Trim Rigid Vinyl 51 1 781PSGX 1#8 X V PH EMS (Assembly) Stainless Steel 55 7834AA #8X314"Ph. PNSMS(Balance) StainlesSSteel 63 Alum. Screen with Fiberglass Mesh Vanes 70 Kdmmeding Kodispace 4SG TPS Sheet 71 - GDanSir Super SpacerNR See 10 rot 72 - Ocuar r Dumseal Spacer Materials 73 - Cardinal XL Ed90 Spacer 74 Dow 791, 899 or GE T700 Backbedding Silicone INTERIOI i] JAMB NOTES: I) ALL CORNERS TO USE GASKETANDIOR SFALAW. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR) I SASH BOTTOM RAIL INTERIOR TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Matcnal Min F, Min F. Steel Screw 92 ksi 120 or I" Screw 60 ksi 95 ksi 410 Smea 90 ksi 110 ksi Elco UltraConlo 410 SS Eli,. Cr KsRes& ISS list 127A ksi 1T7 ksi 169.T ksi 60ti Aluminum 16 on I 22ksi A36 Steel 36 rat 56 kai Gr. 333IeeI SiW 33 ksi 45 ksi 0 y w o m 0 K - o U, N :y alo0 0 Q Oa �m ip m O Z Z LL Z l an 2 W e UUd as 2 Fa V o,o h Fw- to O J "Os oma of a �za3 � g z Z 0 O 2 h ®� w w o ry hays iZ W ~ To K Z o O W Q In anu -a.ao a „as AN LYNA( * : No. 58]05 - -;3 S Ag I E FLORID.`..' M IAM I•DADE MIAMI-DADE COUNTY om 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) www.miamidade.eov/economv 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 Velocity Hurricane Zone. - DESCRIPTION: Series "SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (In", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 Manuel Perez, P.E. NOA No. 18-0430.06 MIAMI-DADE COON-rY Expiration Date: August 23, 2023 S f ir0 j18 Approval Date: August 23, 2018 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). v Manuel •ez . Product Contr Exa inner NOA No. - 30.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1