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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS• BCIS Home . Log In User Registration Hot db' j t �gR� Product Approval USER: Public User Emcft t 8wm aI Menu > igiiuc, or F�pcZ�ptirn,LS_ FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized 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 St Equivalence of Product Standards Certified By Product Approval Method WED BY lecounfie t (5� Yx 4.4 . Sim , � / 'Nylyrl ...?•;,c,.. C� � : ..:.•.. IS•�-Y 3�T� Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Search > �R!gcp i Usk > Application Detail FL15441-R3 Revision 2017 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext226 tom@lawsonwindoWs.com Thomas Sotos tom@lawsonwindows.com Nelson Erazo 8501 NE 90 Street Medley, FL 33166 (305) 696-8660 Ext219 nelson@lawsonwindows.com Steven Bailey 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext287 steven@lawsonwindows.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A FI-LE C"i'Py Date Submitted 03/08/2018 Date Validated 03/27/2018 Date Pending FBC Approval Date Approved 03/29/2018 Summary of Products FL # Modelr Number or Name Description 15441.1 9000 Aluminum Sliding Glass Door - 9000 Aluminum Sliding Glass Door - Heavy Reinforcement Heavy Reinfo icement XX, OX, XO, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R3 C CAC 17-1212.08. df Approved for use outside HVHZ: Y s Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +77.8/-110.1 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL154�F1 R3._II _17.1212.(A) f blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.2 9000 Aluminum Sliding Glass Door - Light Reinfor ement 9000 Aluminum Sliding Glass Door - Light Reinforcement XX, OX, X0, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Jes FL1.5441 R3 C CAC 17-1212.07.pdf Approved for use outside HVHZ: Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +77.8/-99 Installation Instructions Other: Glass lites wider than 36" sh II have two setting )_L15441 R3 II J7-1212.0,E pdf blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.3 9000 Alumi Without Re! Ium Sliding Glass Door - forcement 9000 Aluminum Sliding Glass Door - Without Reinforcement XX, OX, XO, XXX, OXO, OXXO, XXp, pXX, pXXX, XXXp, pXXXX, pXXXXp, OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R3 C CAC 17-1212.06,Ddf Approved for use outside HVHZ: yes Quality Assurance Contract Expiration Date Impact Resistant: No I 08/26/2022 Design Pressure: +64/-89 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15441 R3 II 17-1212.06.�df blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.4 9200 Impa 't Aluminum Sliding 9200 Impact Aluminum Sliding Glass Door - XO, OX, XX, Glass Door OXO, XXX, OXXO, XXXX Configurations including L, R, & Double Pockets Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 4 FL11 g4I. R3 C CAC. 17-1212_OS.pdf Approved for use outside HVHZ: es Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/13/2023 Design Pressure: +76/-85 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15441 R3 II 17-1212.05 odf blocks per FBC requirements. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6acic Wzxf Contact Uss :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. oovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund 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 electronic t�✓�� mall to this entity. Instead, contact the office by, phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, by, licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official commurlication 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . MIAMI-D,ADE DEPARTMENT- OF REGULA T OR r AND ECi BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE i Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 000PE: This NOA is being issued under the applicable The documentation submitted has been. reviev Section to be used in Miami -Dade County an (AHT). This NOA shall not be valid after the expiraf Section (In I%Iiarni-Dade County) and' or the El have this product or material tested .for duality the accepted mamter, the manufacturer will ii revoke, modify, or suspend the use of such pre to revoke this acceptance, if it is determined b or material fails to meet the requirements of the This product is approved as described herein, including the High Velocity IIurricane Zone. DESCRIPTION: Series "SDG 9200" Alum APPROVAL DOCUMENT: Drawing No. I Glass Door (LMI)", sheets 01 through 14 of NOV 21, 2017, signed and sealed by 'Thomas Section Revision stamp with the Notice ofAcc Product Control Section. MISSILE IMPACT RATING: Large and 1. See Design Pressure (DP) Vs door size, g sheet. 5 and sheet 8. 2. See pocket installation detail in sheet 11 an 3. Applicable Egress requirements to be revier MIAMI-DADS COUNTY, FLOPJDA PRODUCT CONTROL SEMON RESOUTiCES ("R( m) 11805 SW 26 Strect, Room 208 T (786) 315 2590 F (786) 315-2599 tnvly.mia midad"ov/econamy ales and regulations governing the use of construction materials. d and accepted by Miaini- Dade County RE& Product Control other areas where allowed by the Authority Having Jurisdiction )n date stated below. The Miami -Dade County Product Control HJ (in areas other than Mi-auu-Dade County) reserve the rigl'it to assurance purposes. If this product or material fails to perform in cur the expense of such testing and the AHJ may immediately lust or material within their jurisdiction. RER reserves the right Miami -Dade County Product Control. Section that this product applicable building code. .id has been designed to comply with the Florida Building Code, Sliding Glass Door (Steel reinforced)- L.M.I. 9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding 4, prepared by manufacture, dated 09/25/12 and last revised on 1. Soto, P. E., bearing the Miami -Dade County Product Control aptance number and i2ipiration date by -thc 1,4fiami Dade County f1 Missile Impact Resistant type, .reinforcements, sill type and configuration in sheets 2, notes 415 and 416 in sheet 1. ad by AIIJ. LABELING: Each unit shall bear a permane�t label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considere4 change in the applicable building code negati.v TERbIINATION of this NOA will occur aft the materials, use, and/ or manufacture of the product, for sales, advertising or any other pu with any section of this NOA. shall be cause fo ADVERTISEMENT: The NOA number prt by the expiration date may be displayed in ad, shall be done in its entirety. INSPECTION: A copy of this entire NOA sl and shall be. available for inspection at the job This NOA revises & renews NOA. 014-0908. E-4 and E-5, as well as approval document me The submitted documentation was reviewed bi after a renewal application has been filed and there has been no ly affecting the performance of this product. r the expiration date or if there has been a revision or change in roduct or process. Miqtise of this NOA as an endorsement of any .3oses shall automatically terminate this NOA. Failure to comply termination and removal of NOA. ;eded by the words Nfiami-Dade County, Florida, and followed wtising literature. If any portion of the NOA is displayed, then it all be provided to the user by the manufacturer or its distributors ite at the request of the Building Official. 12 and consists of this page 1 and evidence pages E-1, E-2, E-3, ltioned above. Ishaq 1. Chanda, P. E. NOA No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 ]Page 1 Lawson Industries, Inc. 1. Evidence submitted in previous A. DRAWINGS 1. Manufacturer's die drawin (Submitted under previora 2. Drawing No. L9200-12( (LMI)", sheets 01 throug] latest revision "B", dated s and sections. NOA No.12-1204.12) titled "Series SOD--9200 Aluminum Sliding Glass Door 14 of 14, prepared by manufacture, dated 09/25/12, with the 1/15115, signed and sealed by Thomas J. Soto, P. E. B. TESTS I. Test reports on: 1) UniformStatic Air Pressure 'rest, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., TesL Reports No.'s riETI--11- 3269, dated 05/16/11, HETI-1.1-3292, dated 10/20/l 1, HETI-11-3274, at.. 10/20/11, HETI 11 3329, dated 01! 6/12, HET 42-4040, dated 10/12/12, HETI-12--4051., dated 06/13/12, RETI-124053 and HETI 42-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E (Submitted under previou 2. Test reports on: 1) Large 2) Cyclic along with marked up drE Door, prepared by Hurr 11.-3270, dated 05/16/1 10/03/11, HETI 11. 3314 4052, dated 07/10/12, H) and sealed by Rafael E. D. (Submitted under previou 3. Test reports on: 1) Unifor 2) Large.. 3) Cyclic along with marked -up drE Door, prepared. by Hurzxc 4041, dated.10/12/12, sigr (Submitted under previou 4. Test reports on: 1) Air Ini 2) Unifor 3) Water along with marked -up drE Door, prepared. by Hurria 3291, dated 07/ 15/ 11 and Rafael E. Droz-Seda, P. E (Submitted under previou NOA No. 12 1204.12) 4issile Impact Test per FBC, TAS 201-•94 Wind Pressure Loading per FBC, TAS 203-94 wings and installation diagram of an Aluminum Sliding Glass pane Engineering & Testing, Inc., Test Reports No.'s HETI- HETI-11 3275, dated 10/20/11, HETI-11 3307, dated dated 10/20/1.1, HETI-11-3330, dated 01/1.6/12, BETI-12- TI-12-4054 and HETI 12-4065, dated 09/24/12, all signed )z--Seda, P. E. NOA Aro.12-.1204.12) a Static Air Pressure Test, Loading per FBC, TAS 202-94 4issile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 wings and installation diagram of an Aluminum Sliding Glass ne Engineering & Testing, Inc., Test Report No. UETI-12- ;d and sealed by Rafael E. Droz-wSeda, P. E. NOA No.12-1204.12) ltration Test, per FBC, TAS 202-94 a Static Air Pressure Test, Loading per FBC, TAS 202-94 Zesistance Test, per FBC, TAS 202-94 Kings and installation diagram of an Aluminum Sliding Glass ne Engineering & Testing, Inc., Test Reports No.'s HETI-11- HETI-11-3292, dated 10/20/11, both signed and sealed by NOA .No.12-1204.12) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration ]Date: February 13, 2023 Approval Date: January 25, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TES T S (CONTINUED) 5. 'Test reports on: 1) Air InfiltrationTest, per FBC, "1'A.S 202-94 2) Uhifor�Static Air Pressure 'rest, 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 Vend. Pressure Loading per FBC, TAS 203--•94 6) Forced Entry Test, 'Type "C" sliding door, Grade 10, per FBC 2411.3 2. 1, TAS 202-94 and per ASTIVI F 842-04 along with marked -up drawings and installation. diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET1-11- 3313, dated 10/20/11, sign-d and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No.12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifor, I Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water... esistance Test, per FBC, TAS 202-94 4) I.,arge LMissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test; Type "C" sliding door, Grade 10, per FBC 2411.3 2.1, TAS 202-94 and per AST.M F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fene tration Testing Laboratory, Inc., Test Reports No.'s FTL- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/ 18/02, r TL 3425, dated 01 29/02, F+ T L-"3426, dated 04/26/02, FTL--3492, dated 06/20/ 02, FTL-34 3, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by Janie G. Worth, P. E. (Submitted under previou NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor veril~icadon ealeuljations and structural auw`ysis, con: plyitig vv.Ltli FBC, prepared. by manufacture, dated 04/28/15, signed and sealed by 'Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATER AL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.1.1 issued to Kuraray America, Inc. for their "Kuraray SentryGlas@ Interlayer", expiring on 01/14/17. .�i. Noticc of Acceptance No. 4-Q423.15 issued to East an Cii4�ii1�&� voil'xlraHTi;j' 011- lvr their "Saflex CP -- Safle, and Saflex IIP Composite Glass Interlayers with PET Core" dated 06/19/14, ex iring on 12/11/18. fsha4 J. Chanda, P. E. Product Control Examiner NOA No. ] 7-1212.05 Expiratiun Date: February 13, 2023 Approva[Date: ,January 25, 2018 E-2 Lawson Industries, Inc. F. MATERIAL CERTIFICATIOT 4. Notice of Acceptance N "Kuraray PVR Glass Int 5. Notice of Acceptance N "Kuraray SentryGlas01 6. Notice of Acceptance No. their "Saflex CP - Sane Core" dated 06/19/14, exl 7. Notice of Acceptance No. their "Saflex HP Clear 04/14/18. u. Notice of Acceptance No. their "Saflex Clear and C 9. Technical data sheet of fle 75 (Black), published 'by T G. STATEMENTS 1. Statement letter of confort by manufacturer, dated 09/ 2. Statement letters of no finz FBC-2010, issued by man P. E.(Subndlted under•pre 3. Laboratory compliance lei HETI-11 3270, dated 051 10/20/11, HE 3274; 3291, dated 01/15111, HE'. HETI-1.1-3313, dated 104 01/16/12, HETI 11-3330, 4041, dated 10/12/12, HE' HETI 12-4053, dated 09 dated 09/24/1.21, and HI Engineering & Testing, Im (Submitted under previow Laboratory addendum let( I�T,T.-11-3271, A A-1 HETI-41-3292, HET-1-1: HETI-11-3330, HETI 1 HETI-12-4053 , HETI-1: issued by flunicane Engin Seda, P. E. >. 14-0916.10 issued to Kuraray America, Inc. for their ;slayer,', expiring on.12/11/16. ). 14-0916.11 issued to Kuraray America, Inc. for their iterlayer", expiring on 01/14/17.' 14-0423.15 issued to Eastman Chemical Company (MA) for and Saflex HP Composite Glass Interlayers with PET [ring on 12/11A9. 14-0423.16 issued to Eastman Chemical Company (MA) for or Color Glass Interlayers" dated 06/19/14, expiring on 423.17 issued to Y ast- uan Chemical Co mpancy (MA) for Glass Interlayers" dated 06/19/14, expiring on 05/21/1.6. vinyl compound FPVC 7267-75 (White) & FPVC 7200- Plastics. IneJ Bayshore Vinyl Compounds, Inc. lance to and complying with FLOC 5" Edition (2014), issued )2/14, signed and sealed by Thomas J. Sotos, P. E. racial interest, independence, conformance and complying with ifacture, dated 12/03/12, signed and sealed by Thomas J. Soto, pious NOA No. 12-1204.12) tens for Test Reports No.'s HETI-11-3269, dated 05/16/11, .6/11, HETI-11-3271, dated 10/20/11, HETI-11 3272, dated dated 10/20/11, HETI11-3275, dated 10/20/11, HE TI-1 1- 71-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03111, V11, HETI-1.1-3314, dated 1.0/20/11, HETI-113329, dated dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- .1-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, 124/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, :TI-1.2-4065, dated 09/24112, all issued by Hurricane ., all signed and sealed by Rafael E. Droz-Seda, P. E. NOA No. 12 120412) ,r for Test Reports No.'s + TI-I1 3269, HETI-11 3270, I-J272,HJET1-11-3274, DTI-11-3275, I TI-11-3291, 3307, HETI-11 3313, HETI-11-3314, HETI-11-3329, !-4040, HETI :12--4041, HETI-12-4051, HETI-12-4052, !-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, I-ering & Testing, Inc., signed and sealed by Rafael E. Droz E-3 i�w l . Lt , ,= �- - IsIlaq 1. Chanda, P. E. Product Control Examiner NOA. No. 17-1212.05 Expiration IDate: Febr uarj% 13, 2023 Approval Date: Yanuary 25, 2018 Lawson. Industries, Inc. F. STATEMENTS (CONTINUE, D) 4. Laboratory addendum let HETI-11 3271, HETI-: HETI-11-3292, HETI-1 HETI-11-3330, HETI-1 HETI-12-4053 , HETI 1 issued by Hurricane Engit Seda, P. E. (Submitted under previou, 5. Proposal issued by Produc 6. (Submitted under previou. 7. Proposal issued by Produc (Submitted under• previou. 8. Laboratory compliance lei Reports No.'s FTL- 3078, (Submitted under previou; 9. Laboratory compliance lei Reports No.'s Y.M-3525 Joseph C. Chan, P. E. (Submitted under previou: 10. Laboratory compliance lei Reports No.'s FTI, 3424, 04/26/02, FTL-3492, date dated 07/12/02, all signed, (Submitted under previou. G. OTHERS 1. Notice of Acceptance No. "SCD-9200 Aluminum expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. I,9200-1201 R.c (LMi)", sheets 01 through 14 revised on NOV 21, 2017, sig Note: This revision consist of edit B. Test 1. None. �r for Test Reports No.'s HETI-113269, HETI-11--3271), 1-3272,HETI--11-3274, HETI41 3275, HETI-11 3291, 3307, IIETI--11 3313, HETI-11-3314, TiETI-11 3329, !-4040, HETI 12-4041, HETI-12-4051, HETI-1.2-4052, 1--4054, HETI-12-4064 and HET.1-12-4065, dated 01/15/1.3, ,ering R Testing, Inc., signed and sealed by Rafael E. Droz- NOA No. 12 120412) Control, dated 03/30/12, signed by Jaime D. Gaseon, P. E. NOA No.12"1204.12) Control, dated 03/13/08, signed by Ishaq Chandu, P. E. NOA No.11-0518.03) ers issued by Fenestration Testing Laboratory, Iuc., for Test sated O1/10/02, signed and sealed by Luis Figueredo, P.E. NOA .No. 02-.1.126.04) ers issued by Fenestration Testing Laboratory, Inc., for Test and FTL-3572, dated 09/09/02, both signed and sealed by NOA No. 02-1126.04) ers issued by Fenestration Testing Laboratory, Inc., for Test fated 04/18/02, FTL 3425, dated 04/29/02, FTL-3426, dated 106/20/02, FTL-3493, dated 06/24/02 and FTL-3516, ad sealed by James G. Worth, P. E. NOA No. 02-1126.04) 1204.12, issued to Lawson Industries, Inc. for their Series ing Glass ;Door - L.M.I.", approved. on. 01/31/1.3 and. C, titled "Series SGD-9200 Aluminum SIiding Glass Door 14, prepared by manufacture, dated 09/25/12 and last; d and sealed by Thomas J. Soto, P. E. •ial changes of FBC 2017 (6th Edition) code compliance. Isbaq It Chanda, P. E. Product Control Examiner NOA No. 1.7-1212.05 Expiration :mate: February 13, 2023 Approval Date: January 25, 2018 E-4 Lawson Industries, Inc. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of E. MATERIAL CERTIFICATIOT 1. Notice of Acceptance No. 14- DeNemours) for the "Sentry 2. Notice of Acceptance No.16- Ultraclear, Clear and Color 3. Notice of, Acceptance No. 15- (former So.lutia, Inc.) for the " 05/21/21. F. STATEMENTS 1. Statement letter of confor. 11/17/17, prepared by the G. OTHER 1. This NOA revises & and Economic Resources (RER). 916.11 issued to Kuraray America, lnc.(F'onner E.I. Dupont 'lass ® clear & white interlayer", expiring on 07/04/18. 117.01 issued to Kuraray America., Inc. for their "Trosifol 0 "VB Glass Interlayers", expiring on 07/08/19. 201.11 issued to Eastman Chemical Company (MA) laflex: Saflex Clear & Color glass interlayer", expiring on to pBC 2017 (6th Edition) and "No financial interest" dated acturer, signed and sealed by Thomas J. Sotos, P.E. expiring 02/13/23. Ishaq 1. Chanda, P. E. ]Product Control Examiner NOA No. 17--1212.05 Expiration Date, February 13, 2023 Approval Date: January 25, 2018 E-5 'f -0 GPI 1' •J 4� a-i f• -0 C+ -0 6. 1� 1 0• pr 4'i 1 .4 G. .p .D PI pl IJ 1 •O A• <O O. •O ..O =� •:� Xr LP or RP �X 9f' �1 0 T 2D/2T - %X r 7 XX--LP o^ RP-XX or LP-XX-R� r LP-XXXX 4D/3T - XX(X or RP-X% or 40/2T X or LP-XXI r•t 2D8 7T - RP .'.c.r. - R• Il POCKET SHOWN _. 20L/T2T RGIW P CKET SHOWN (IBL�iFi POCKET OPPOSRJEdI)1 4D 3T (LEFT POCKEI OPPOSI't) "4O.2T �ro-:J1 SCE RELOW f'NOTE On. L_ 2D/T LP/RP I- - s,f ✓J O• =K, I ^D 1 O• •aP -0 O• •a I SEE SELOW uI... NOTE 85. �j nD/zr L Pi 40/3, &� Lr PGu (.SIGErN PVCKI r 30/3T - XXX 7 1-P-S)((XX or RP-XXX NOTES; r - , 1) REFER LA SHEETS 8 OF '4 FOR GLA2�No OPTIONS AND OP CHARTS. 40 2T - LP 2) REFER •0 SHEETS 9, 10.& 11 D!' 14 LEFT POCKS' SHOWN 3D 3T / ... FOR ,tPiFAL CROSS-S_C7104 DETAILS, 3) REFER TO SHEj"S R OF I4 FOR TYPICAL ANCHORS AND NOTES. C4101T POCK OPPOSITE) ".; 4) PANFL STACK CONFIGURATIONS ARE RF.VFRSIBLF 3) TORWALLS SEE GENERAL 3D/3T - I.P MOTES #15 j15 & 16. RIGHT POCKET SNOWL (LEFT POCKET OPPOSITE) NY. � ). ,H 1110 6✓sf 1)! %i f 11%7 O• f) ' Y r G� f 20/2T - XO 2D/2T - O% 30/2T - OXO 4D/2T - 2 p-MY ,3 jk, 4 DOOR NOTES 14iS: 1) REFER TO SHEETS 2 OF IA FOR 1) RUE R TO SIT- S 5 OF 14 FOR FOR GW.ING OPTIONS AND 0- C:IARTS. GLAZING OPTIONS AND OP CHAR 5, 2) REFER TO SHEETS 3 & A OF la 2) REFER TO SHFETS 6 & 7 OF I F09 TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DI :` TAILS. 3) RrCR TO SHEETS 3 OF 14 PEFEN t0 5H: S OF I< FOR TYPICAL ANCHORS AND NOTES. I FOR TYPICAL ANCHORS AND HOLES. SERIES:' SGD-9200 IMPACT SLIDING GLASS DOOR o General Niles: n ; N z 1.1 THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ TIIE REQUIREMENTS O OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6 th Edition) O INCLUDING THE 111011 VELOCITY HURRICANE ZONE VP,LUCITY (HVHZ) AND m o O m ASTM 1300-04. THIS PRODUCT 13 IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT 'fl1R BUILDING 2• y (n RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL o u p d 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON AU. DOOR w a u 0 m I SIZES ARE NOT TO RXCRED THESE MAXIMUM SPACINGS ON CENTER (O.CJ AND G AS 'TABULATED ON SHEETS 2. 6. & 8 of I4. X z 4J ANCHOR CONDITIONS NOT DESCRIHND IN THESE DRAWING'S ARE TO BE � iz yg ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO 2 m t•'3 BE REVIEWED BY BUILDING OFFICIAL. 5.) A LOAD DURATION INCREASE 1N ALLOWABLE STRESS IS USED IN DESIGN OF a co o �• ANCHORS INTO WOOD ONLY. &) DOOR9 ARE QUALIFIED FOR USE WITH SINGLE CIAZE B.S. I.MMIY.ATED G'�,S +1 A- TYPES TABULATED HEREIN (SEE. SHEETS A 2, S, & 8). � % Z o 7) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4. 6, 7, B. 10. 1 1, 11 OF 14. 0.) FCl'. & INT. FALSE COLUNIAL MUNTINS ARE OPTIONAL. & AND TO HE APPLIED W/ SILICONE. �7 0.) WOOD DUCKS IN CONTACT WITH CONCRETE MUSE BP, PRESSURE TREATED AND i C ANCHORED (BY OTHERS), PRIOR TO DOOR INSTAf.LATNN. Wool, RUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THRC.2 TRACX ODORS WITH FIXED .�J p) C, PANELS, ALL. MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RN) POCKETS. 1 1.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN DETREEN ARE CO ACCEPTABLE T r TIIR LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION �1' 2Z APPROVAL WILL APPLY 'TO THE ENTIRE MULLED SYSTEM. 12.) FORMETAL A7i'ACHMEN'T DETAILS & NOTES SEE SHEETS N 3. 4. 6, T, 9. 10. la & 110. 14. ' 13.) ALL MCPAI,/SEEF.i, IN CONTACT WITH ALUMINUH OR OTHER DISSIMILAR LIATYRIALS h a TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE.I C. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SIiKET 8 OF 14. REFER , Iy TO SUE..F,T 11 OF 14 FOR ADDITIONAL DETAILS. 10.) POCKET WALLS ARK NOT PART OF TIfIS APPROVAL. 16.) POCKET WALLS SUA1L HE UNDER SEPARATE. APPROVAL AND TO BE REVIEWED rv �• � a a d BY THE ENGINEER OF RECORD (EOR)._.- N .......... LAMINATED GLASS ' . zl 2: LARGE MISSILF, IMPACT DOORS GL4ZED W?li LAVI:NATEO GWS RAIEU IUk LARoE: gf-r IMPACT AND REOUIRE NO SHUTTERS, M4111IWF.T■ �C ;";u'"��b "_I a EYE� w` wNi IAe FI.riYa ��..:. n DI R41rpr6s Dplt�Lir1 ZS:•," Prom.. .r.1. EaC ',er•).�;�\-�,2' E�FE DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 'OAIINAL DOOR SICES GLASS TYPE 'A' CLASS TYPE 'E' CLASS TYPE 'C' CLASS TYPE U'DDI HEIGHT T./IN. eT./N. E%T. (+) INT. (-) E%T. (+) ANT. (-) EXT. (+) INT. (-) E81. (+) INL 5/0 ) STEEL 6/8 56.7 95,0 56.7 65.0 56.7 65.0 56.7 7E 65TEEL) 6/8 I 56.7 95.0 56.7 65.0 55.7 65.0 56.7 76 8/0 I STEEL) 6/8 56.7 85.0 56.7 70.0 55.7 75.8 56.7 68 S I STFEEL) 8/0 56.7 65.0 56.7 65.0 Y. X _ X ) DESIGN LOAD CAPACITY -PSF (WITH 3" SILL RISER) DIADUZ DOOR SIZES I GLASS TYPE 'A' I GLASS TYPE W1 GLASS TYPE 'C'1 CLASS TYPE (NO5/0 6/8 1 76.1 95.0 65.0 65.0 76J 85.0 75.06/0 7 (NO STEEL) 6/8 • 76.7 95.0 fi5.0 65.0 76.7 85.0 75.0 7; 8/0 6/tl ( 76.7 $5.0 70.0 70.0 76.7 - 78.8 68.8 61 (w1iH STEEL) 8/0 8/0 I 65.0 Fi5.0 65.0 65.0 % % X I (WITH STEEL) ...___.......___ _ _".. _._j! .. 11*e+•-; ._ _ / NOTES. •i+ .�� J� i• �� 1) REF ER TO SHEETS 3 & FOR 7YP:CAL CROSS -SE o-, 2) REFEY TO SHEETS 3 OF FOR TYPICAL ANCHOR$ MAX. D,L.O.: 5'0 X 6/8 = 32-3/4- X 74-3/4' XO Ox 8/O X 6/8 m 44-3/4- X 74-3/4' 9PPj�(iVen, CQIJ F,(CZU RATIONS 8/O X 6/0 = 44-3/4- X 90-3/4" (FOR PANEL $:TACK CONFIGURAI'MNS SEC SHEET I.) -%LG'AW-0 --BIAS MNX, 17 -0tE0 • 3/18• NFAT STRUNG CLASS ,_. 3/to- NEAT STREWD GLAS6 090 INTMAYN ' NO PY3 INTERIA'iER • , SntnGlaef YYyy cc iloslol PYR ly. a w - K.-y Ame1f:•v. Inc. ^ w Kula rvy Ame1 :v. Inr.. m �3/I6- HEA, S1HEN'U Gt735 QI ` :3/IV NEAt STR1N'O GLASS 1yT g N SIUCONE ! 9ULUIIE [n *OW�ICOJING EC-MDRCIICADN-!AONF.H3 633 pp -3 • I 00RGO1lLNG8R6CO SPtiCt40Y Y U1HLMC0 SFCCIRDM I(-17U GLASS TYPE 'A' S1LLL&.5+.._TYEE_4 fiT$,�8. OF la )V ULINLS. i NOTES. 98 MAX. DOOR WIDTH _ 13 1/4" MAX. CWSTER OF o e ANCHORS C V SPACING UMRAlICN: -- --� TYP. AT SPAS ENDS +v m j Anvlrore w1 to .-d HEAD SILL n m y n !2• D.C. ,.t Mr1 / 6" MAX. TYP• -.10 IMn 60' 1. n1 0. �I (q'1 i 6• r HEAD/SiU. Noe 3 O Gi CORNERS o -¢ L' I O ,y 11 moo c'q 7/16" LAM. CLASS I ( C % y�_ a ' I STEEL NON-ONCNG - O _AS REOD. SS C-r AT LF.FT X-a ; Tn Q i V, mia � LD r le C7 z v CO a,5 z �3 fiL�)IN o]% @�r a a O yF v c- t; C-1 AID, <I I 44 ;/4" Mnx. li LI L OPG. ? II 50" MAX. x 5UuMAx. PANEI. Y110'IH --� to IS IMINATED CLASS PANEL WOnl ,RGE MISSILE IMPACT -DOOR - TWQ TRACK U1 "X()" TYI+ICAf. _.E.LEVATIC)N )RS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT GE MISSILE IMPACT AND REQUIRE NO SHUTTERS. T-0 -ANYL IT 16' .-IEAT WRF.N'D WlA 3/1G• MAI SIMNV GLASS 090 SA-LEX HP DYD vtv SA-LG ^^1 Cleo, or Cmo! poly Inlell0y0' d or.E-1- Gemcol Co. Z - 101 01 Color GIASo I,,torloy0! �I �; 6y. farm=, Cn ,-, Co. !J/16' RM S•HENO GIASS z I 3/IG' NEAT STREW) CUSS SR3CONE g to Sn.KCnE H ('I SCNNEE^NDHENFAU 57JI UY7 yD iREA " INEE-MO:Ioam in, S .. r UChY CUNMH(: 6D9 U iE %�f+9 q ICOCORYWG r SvCCfFi14 7 \ ^ iREYb3 SPF.CIHUM 1 rC'DDUCE nooF41w rAilieflaldi 8q mV fI'W�{ A 1dpDlnllw (^ Z/Z'f�f y1� 12. ,y• II JMWDne 12N! . Zf I G s GLASS ME rmc& MOTORS IN PARS 1 SEE CLEV. FOR SPMING (N,e,.i.�rtru.Fl q/18� 2" MIN,� y M• OJ P j I ALZ_11 -A,-C4- M.F.aom S RM TYPCA ANOTOR$ IN PAIRS 1 • N110 SCE ELEV. FOR FPAVNG aUCN cgc UI (. I' (VIN. C46E0. • • � �• N FOR SPAC9161 118"-LAMINATED GLASS xD NOTES: 1) REFER TO SHEET 2 OF I4 FOR GUTINO OPTIONS AND OP 2) REFER -TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION 3) REFER TO SFIEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. NI J aw N III n Ile W N IO SLL 9NE n N' 'a OFF UNIT - H�1 ' T ..1 E Pea INTO FLWL 8y FOR t 1 RV4• MIN ENDED INTO Cs, P G• SHEET OF LCRNERS P6 SEE ELEVATION AT SFQET OF 14 FOR A< SPPCIKG., ANC10R5 M PAIRS TPICN. AMC.= IN PAIRS SEE ELEV. FOR SPACING o o Si 11KTA4_9IRUrTURC aITACJ1y6Ni OL'fA1L5 ii � 0 2 Nma s ra 11 LGNTALr mIH i. TTO d'^, A o ALUM. aE PAINTED OR.PLATEO. j 2. METAL SRUCRJRES: AT STEEL Fy 36 N9 YLY. 5 ( EEL 1] R 41N. TNCN -- O.,ne) aLUYRN4 : 808.)-T3 0.078- mN. 111-L[) N W10 wood I —I SWctlole or Wced Sln,�lure a/ (SC) --� MPr__OADE COUNTY U apaeT=sa lty. A> Mn. (IypJ SEE Sf NUCL:..R S(:ti SEPAMTE NVA y a r�JI ) �I... 3 4' MIA. Ellge'lJis:. N ES BY UE9 N INO. WUST AND DECAL SrSM gory IT UP By SUPPORT LOADS 0Y GLAZING SYSTEM AND + TRANSFER TRPYRFER THOA i0 THE RIJILOIhi SigVCTURE. RNILOI STRUCTURE. TYPICAL ANCHOJISS-, SFF ELEV. AT SHEET 8 FOR SPACING RANCHOR TYPE CHAP.T IN GONG. or MASONRY m1O. OPNONR RTAO-SRL JARD Fm6edmenHd%e ➢HL Cea u IATRAC0.V ,/.• !/{- J .]/+' J• J.RG Nw l➢OI➢E% BUILOE% - ]/I fi' I ate• ]' -- 3.2 Kei W ANCHOR TYPE CHART IN 2% AOOD BUCK min. g. ANCHOR OPTIONS nMD-SILL TAMO 6m0edmeR %d➢e Dlet 2x W—d AT n.'Yl ULTRACON RT a1RDEx I/A' :/a' i i/4• r .rs d➢ S.V.S. (:e1P 2X) 112 1 #12 1 1 ,/4• 1• ss se 1 /4" ORI IFL % S F DRILLI.Na u'�'W,$ INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THX. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 119 SMS 1410 APPROVED MULLIONS (NO SHIM SPACE) �(Cn_�EDr,E_D15TaNCE INTO CONCRETE AND MASONRY 1- MIN. (ELCO ULTRACON) (1/4-) •NTO CONCRETE AND MASONRY m 4- M'N. (1FW UUILOE%) (3/161 INTO CONCRCTE AND DASONm" 0 3• MIN. DTW SUILOE%) INTO WOOD SIRUCrURE 1- WN. .TO NET, STRUCRIRE s 3/4• MIN. SPALANTS: FRAME AND `-141 CORNLn tND INSTtG.Lt.P.O,T SCREvS AT SILL SEALED WITH WHITE/ALUW-4UY COLORED SEALANT. .y YCHOKS �N :'ALAS SEE U.N. FOR SRALINC SEE U. I,TCA, PN N.S IN FARS SEE ELEV. FOR SV INC t/4'. MAX. 1/4" MAX. -"1 SHIM SLAM ^I• MGj'AI._S7RUrrURP ATTACHMENT DETdjj, '�. - I NOTE: I 1. ALL STF.FL IN CONTACT WITH ALUM, OE D OR P1/17EO. STRUCTURES: URES: 12• METAL STRUCTURES: J MFTA1. 51EEL MIN. M 38 KSITHICK STRUCTURE _ A. (STEEL 12 GA. MIN. THICK = O.IOi') ( (ALUM. 0.0'/8- MIN. THICK) �p ...1 uM N TES: I) 2 OF I4 ING 01. FOR LA 0 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER 10 RF:EET 3 OF 14 ICN. ANCHORS W RAIRS FOR VERTICAL CROSS-SECTION DETAILS. ELLY. FOR VACINO 3) REFER TO SHEET3 OF 14 --'-- PANEL WIDTH --"""-1 FOR ITPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF fA FOR MA%. AP'CHrx <PArINns. MAX. Ij iHIM I i I T/4" SHIM 14 : � 1,III Idki� �� ® � � �I�►�� 10 I I B 1 18 .•.. � ,.wPE7di Mill Ba P6lIG1 1 � l IR:U) D.L. orc. Ll s— NOi NEW. ON 25 00/o x e/B 52u ON SHEET 2 OF 1• PANEL WIDTH SFt, CI1M1 __........_.._.._._.._ ___.._.—.......,......_...-_g EXTEREDR Iwo •8- 2D/2T — XO (Shown) DOOR WIC"11 2D/2T — OX (Reversed) OxxO OXO APPROVED FIGURATIONS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) 6JL9 ylmL 1'l 3/16" NEAT Si11EWD G1 090 RV9 INT-NLAIER ], Tro0a1 by: W KUroroy Eni kW S Inc. ai /j,S/I6" TRFn"O G1A55 I SIL•CONC 2 SCHNEE-MGRE4ENl Y]31 DOW CO .TO 899 TRENCO SRCCTOU4 2 GLASS TYPE 'D' CGL6 J/16- viN1J 6' HFAT STREN'D CU95 .090 INTERIAYFR f lonlry(i'esf bT: 3/16- HEAT SIREN-0 CLASS 3 SNCONE 9CNNEE Rol RG FI 5I31 2 RNING 699 i PEME.C,0, srscmuu 7 m14-SATYQS _A', ,SR�TY3 DETAILI 196 1/4" MAX. 1AA%. DOOR W011, CLus[ rx AT HFAO/SILL 4 ANC EWS AT STILE ENDS 1 7/16' OVFnALL UN. GLASS I &/D,' G L/ ;i E 44 3/4" MAX_ NOTES D.L. OPG. - ---� I 1) REFER TO SHEETS 5 !; 7 OF IA. 50" M,AX, FOR rYMCAI. CROSS-SECTION DETAILS. PANEL YACTH ""� 2) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. . ..J?QQR - TW9...TRACK .:)QXXQ TTYPLCAL-ELML/9 N LAMINATED GLASS TESTEb UNIT LARGE MISSILE IMPACT COORS CLAZEC WITFI LAWNATED CLASS RATED FOR DESIGN LOAD CAPACITY PSF GLASS TYPES 'A' OR D' PANEL WIDTH COOR HEIGHT STANDARD SILL 2-1/4' RISER 7" RISER NOMB:AL _ EXL. (i) INT. (-) _ EXT. (+) INl. (--) EXT. (+)i INT. (-) 2/6 4L.7 60.0 56.7 150.0 G0.0 60.0 3/0 ! 40.7 60.0 56.7 60.0 60.0 60.0 3/6 5/8 40.7 60.0 56.7 60.0 60.0 60.0 ` 40.7 I 60.0 56.7 6010 60.0 60,0 4/0 4/6 40.7 60.0 56.7 60.0 60.0 60.0 4/11 40.7 56.7 60.0 60.0 60.0 2/8 40.7 --Go. I- 60.0 56.7 60.0 60.0 60.0 3/D 6/0 40.7 60.0 56:7 60.0 60.0 -60.0 60.0 3/6 M1^u.7 60.0 58.7 6Q.0 60.0 60.0 60.0 1 60.0� ^. a c i Q 1n<e O U)Fd i4 �z a U3 o w� n 4} a Eno I En , 4: F d o O F It N m W .9 k LARGE MISSILE IMPACT AND REOUIRF. NO SHUTIERS. Ei u o NROP"g,A d6@G w�eIMM6+14�ATWmEAe rcd' all a 4 e A 91 No- !"pIt1Y08 D4h'si - rah �� �,��L r".�:''., .• PANEL MAX. D.L.O.: 3/0 X 6/3 = 32--3/4" X 74-3/4- 4-/0 X 6/8 = 44-3/4" X 74-3/4" 4/r1 X 6/8=55-3/4" X 74--3/4" 3/0 X 8/0 32 3/4- X 90-3/4' 4/0 X 8/0 = 44-3/a" X 90-3/4" SEE F.1 N. MR S°ACING t •U- ANCHORS N PARS I• in. SEE DfV 1'OR SPACING In, edge DistDOD 6UCX 134 g 1.6" lu . M.W —Efi— FA02 M.N. ENBED.1 15 L \ I - NPICM ANCHORS IN FAn=�lic1'�'Iun.l /17---5CC EIEY. FOR PIC' MA UIOC)3 4' 2" N •.• 19_ •� TYF i1cA SorFe N:n�•tcl!< pwI of L�r3mumr 5-W1 -ICAL ANCNpRS IN PNRS SEE EIZY. FOR SPAGINC y a ^ o \ I6 � Now o IuI4ry4ryJffII 0 moo 2 q YPT,L SIRURUflp ATTACHMENT pRTAllc Z Z !C I 1. . STEEL N COHIACI ALUM, To GE "To OR PIATCD, g 2. METAL STRIICIURES: KS NN, A STECL t F% :2THICK.. (iEFI. 12, W, uIN. THICK • 0.195) j �. rZ ) B) ALUYINUN : BOBS-TS MIN. 2 1 (MUM 0.0TB' MIN. TRICK) j � 1 r1, \- / 28Y Wood Duct Suerrote a _ ""- Wood Stru�turo ./ (Sc) NNVI-MOC COUNTY •\SP Ilr C/ A5 AF: R'O YLi11YAi Z :' L (NM fYREDJ I e'dy.. n'A. L1YP.} SEE SEPARATE NDA y I{L z wl ALF v I -y- f—I " II � o 6 E -7/19•-LAN!NpTED DLpss �! \ � o o N07E5. 1) REFER TO SIR_I S OF 14 FOR GLAZING ORTi0N5 AND OF CNN(TS. 2) REFER TO SHEET 7 OF 14 S c Mirl. Ecge UI.1. ------ < t W A E FOR HORIZONTAL CROSS-SECT!CN DETAILS. 3) REFER TO SHEET 5 OF 14 - FOR MAX. ANCHOR SPACINGS. WOW BUCKS M1D METAL SIRIICTURES NDT Dv IAWSON RHO. MUSH SUVVC_ LOADS :NPOSF.O OY GLAZING SYSTA.1 fwD TRpNgPFR TAEM m TIIF. RVILD!NG SIRUCTVRE. ! Li' Ico I V { C TY[?fCAL ANCHOR6: SEE ELEV. AT SHEET 8 FOR SPACING _ aANCHOR TYPE CHART IN CONC. or _StASONRY min. tajl ANCIIDR OPTIONSE1110MI11JAMB Bm6Ad-, Sdge DhL ConcrebO_N4' ..-- 32 KA. CUILDF% - 1/I6`..1 3/4- J" 3.2 KPI NlOOUC cFry tt2P,V2BQU 'J-Ja1 ANCIIOR TYPE CHART IN 2X WOOD BUCK (min.) oomp4ygAE t M 1 Jta- rr '/6' - N ARCIIOR DPI'IONR HRAD-BIW. JAILD L1a6edmenl G A DH1. 2Y Read B1AH�dd4 v u E S'i 1. Rl:sa 'tw ...- B A+cyl—NA( -2)z• - II•ri v,1n1 �� W FILV uLi0.1CGH I/4 1/A' 11/4_ 1' .5550 $'NAArIM UIN �I A LFAR 5"L CCNE 2 L N_1. LI.NCIH N BI:RUEN 1/4' 1/9 -I 1/<' .55 Sp � dj �j -v DF UNIT 51L I II p{ 5.u,5. Clem 2N) Al2 An I I/4' .5B SG ;AW - AgIY<L ` �... I� II ' �)�i I I /n" oRlu i4.Ex S.ELF_OBILLLNCL.SCREWS �L9I 9 RI z z � S CC INTO METAL STRUCTURES r4 a i d uI IS STEEL : 12 GA, MIN, (FY - 36 KSI A'IN.) 30 I ALUMINUM : 1/8" TI.K. MIN. (6063-T9 M'N.) *71`71[M1ieTdT` J tll} (STEEL INCUNIALF WITHALUMINUM?O BE PLATED OR PAINTED) n F I `j�:� _ 11 INTO APPROVED VUWONS (NO SHIM SPACE) •� (,.: " D_ D2QA-L-EDOE CISLANCisW p �(x�•."L� --•---•------ .. A=r (1/4•) INTO CONCRETE AND MASONRY _ 1• M.N. (ELCO ULTPACON) 'r: ���:`• L rTyTyZ� I•" ,' (1/4-) •NTO CONCRETE AND MASONRY = 4" LI!N. (MV OLILDEY) 'yam" a, •1 ('•.!- AT EACH C_WEEP NO, s m 7 LO COO (.7/IG'� INTO CONCRETE AND J" MIN. (ITW BUILIYX) MASONRY = !C1 TAPCDN or AP"WED CGUAL BY FIR j ,lvlryCAL AIICHD.ifi INTO WOOD STRUCTURE a I• M.N. •(f,.� 1 0/4• HIM EMBED. INTO DE Ksl Care. @ A' : T VCR CUP INTO MLIAI. STRUCNitE a 3/4• MIN. M LOftNDTS B SEE ELEVATILMH AT $HEEL LI:A- NT F l4 FOR MAY. SPPCINO. �+ t t• ,J FRAL::-. AND VCNT CORNERS AND CHST:LUNVON SCRE':Fi AT SILL LL ANCHORS T PNRS :LEv. AaR SPACING SEALED WITH WHRE/AL'JMINU!A COLORED SE"IT. 1/4" SNIM Iq L. OPG. , o NOTES: 1) REFER 70 SHEET 5 OF 14 FOR GLAZING OPTIONS AND 00 CHARIS. 21 REFER 10 SHEET S OF 14 FOR VETHICA_ CROSS-SECTM DETAILS. 3) REFER TO SHEET S OF 14 FOP TyPICA ANCHORS MID NOTES. 4) REFER TO SHEET 5 OF 14 FOR VAX. ANCHOR SPACINGS. r -j - , 25 SCREFIS OrTOwL CID XTERTOR 4D`/2,r - oXXo i I - ' sciiEeJ 6rruNAi' '- C2 ma. 4Kaous.w vas (/E /D SEE ECEV. FOR SPACMC O F.XTERTOR U 3D/2T — OXO +tr/ I: rvrooa nu_K SHIM K I r1 T/4- 1�Am. a $HIM r I n n o O v x e q�n Q N If p�p h C mSd O m� i ), 5 7 a I EO o v EO 1 ��ql v z wi5 o i ' xrooD DUCK h� F C3 m cco Q p I [( C^ SCE =OTC 10. ('TP.) e S�1 DLIM m 1.1 LL O ml O E XX or XX-RP or LP-XX or RP-XX-_P T b b .0 G' 1 J O• @• 4• WAIF ..� •0 .0 Pl�f"Jf.NR SCE NOTE a 1. `T XXX 0r RP-XXX 0r I.P-XxxT 189 3/4 BEST DOOR WIDTH •/ SINGLE POCKET & NON -POCKET VAX. WIDTH 191 1/4- 13 1/4- MAX. TYP. ____ 4CLUSTER Of .•... •.. •._ _.____._ ANCH AT HEAD/SILL AT STILE ENDS _ RN Ei[AD/SILL CORNERS p u a a 1 E UE2 a a a I I �� II // i � I f i r --- i I 1• �. 1 �Q3 �i - X a '1/l0. 024q�t ll'M, GV35 a x Z AS REOD. NfUIiONC i ]D 94 a x _.. I II, O li' " fi a X of PCC6FT WALL SEE 11 1E 13 (MI) I i d )J O 43 1 2" MAX. / jII 1) SHEETS 9, dt 1' 14 `s'i I D zft, jf; 49 3/4" MA ._ P"1 D.L. O. C. p-- _ c9 I/8" MAX. ^fir FOR T FI E TA FOR ttFICP.L CReSS-�_'`_-CnDN DETAILS. PANEL WIOT PANEL WIDTH 2) REFER TO SHEETS 9 OF Ia �`t0 O• O- O• O• c 4 130OR - FCR TYPICAL ANCHORS ANO NOTES THREE TP.ACK 3) TOR POCKET WALLS SEC GENERAL NOTES •O •0 •0 •0 a' rcj PANEI. MAX. D.L.O.: "rXxx" TYPiGAL-fLEYATID� 915 h 16 AT SHEET 1 OF 14. o• O• •� •o 3/0 % 6/B 31-I/2" X 74-1/ . T X%%% or RP-N%X% or LP-%XXX or RP-XXXX-LP 4/0 X 6/8 43-1/2" X 74-1/ 3/0 X 8/O = 31-1/2" X 90-1/ TESTED " UNIT _ DOORS GI.AZED WITH LAMINATED CLA55 RATED FOR �'-"-" APPROVED-.Q . FIGURATIONS WITH & WITHOUT PQC_it 15 4/D X 8/0 43-1/2" X 90-1/1" LARGE MISSILE IMPACT AND REQUIRE NO SHUfrENS. I " (FOR PANEL STACK COVTIGURATIONS SEE SHEET 1.) -WL6 W 17 a L6 %wL I) -.-5/16- NEAT STRE.N'O CLASS «_3/I6' HEAT STRCN'D GIA59 PW 090 terlcye• S.N. Ce-Sorle. A S.II-_c HP MD PI -NUTNAYER by: F.mlmcn C.nnm:col C.. Trael•el > w r-i'M PWI or (') Semry0laaa by. wd bl mKcTaray Ama/ka Ina. m Xura.ol Amarke Inc. 3/16' HSAi S;RFN'D GLASS 2 3/16' IISAT STREN'D CLASS N m -SILICONE OOZY CONNING 699 bl -� 61UCONE DOW CORNING 899 � U UI I - - Ilrlljrl-� 40 � li'1r' 40 GLASS TYPE 'A' QLASS TYPE 'B' SE(•A=1NG OFTAl-L-9 ___ --- DP CAPACITY - PSS (2 L/d" SILL) [NOMINAL DOO S12ES GLASS TYPE 'A' GLASS TYPE 'U'THNVENr ...._. _..._..._.......... ........_.w. FL/19, W. (+) INT. (-) EXf. (4), INr. (•.) 8/0 (29.R) 3/0 SG.7 MC 5G.7 66.T (W/ 1 STEEL) j 8/0 (2D4) (w/ 2 610EL) 8/0 56./ GRO I 56.7 •-.V 68.0 .. 12/D (3DR) (W/ 1 STEEL) 8/0 56.1 65.0 56.7 68.0 12/1 (3DR) (W/ 2 8/0 1 56.7 68.0 56.7 68.0 16/0 (49R) STEEL) e/0 53.5 60A 5.T.3 fi0.0 I6/0 (49X) (W/ 2 STEEL) 8/0 _ 53.5 I _ 69.0 533 6&0 nP CAPACITY - PSF (0• s1u) LAMINATED GLASS GLASS TYPE 'A' GLASS TYPE: 'U'L LARGF MISSILE IMPACT E%T. (1) F W (-) F.XT. (+) 1. (-) _�.._ ...__. _.. 6fi.0 63.0 68.0 68.0 69.0 68.0 680 68.0 MODUCFRV.A" aoacmp�lo¢.r%l lteliiXdsm 68.0 68.0 As�PIUK MEI7-1212•DS ,(, Cg1rlTLa lei 1 ryd�H .?1, - - 68.0 68.0 (•)68.0 (T)68.0 ,Ro4rst 60.0 60.0 60.0 60.0 4 ISYRP fi8.0 s8.0 88A 69.0 �r 2dr/3dr DOORS MEET +76.7 & -78.0 OP W/ '.'hipril 0.030' SC.P Icmianlr U I" mi•I. 1/4' TAPCCN w APFROVCO ECBAL 01 FOR Edge Ci9l. ]9 V/ 1 3/4' HER. EMBED. INTD 12 K,I Cont. Q 6' rkoM CORNERS 6 SEE C_EVATIO: AT SHEET R Or W FOR MAX. SPACING. . • d • .d A. C.'w, E., 1 1 4 MAX. GAP III per- vCal, DICK �I I I I I I I I I I I 1 I 1 MESIN Ivvi. nlBEa) GLASS L NOTES: 1) REFER TO SHEET B OF 14 1 FOR GLAZING OPTIONS AND DR CHARTS. 2) REFER 70 SHEETS 10 & 11 0. 14 FOR I1OR'ZONTAL CROSS-SECTI N DETAILS. 3) REFER TO S>I_ET R OF 14 FOR MAY.. MC40R SPACINGS. VI VI ) vi u K "CAL ANCHCRS IN PAIRS ILIAL ELEV. FOR SPACNG TTPT:At ANCHORS 1N PAIRS STRUCTURE SEE ELEV. FOR SPAC'HG CSCE d\�IVI R. G! o =1 II ILI IfUll oz' o! d m=a x c0 0 ANCHORS IN A4 MfSTAL 6TRUCTURR A*TACHH&NT nF,rAlI.9 V. FOR SMACNC imKL STEEL W GONIACT WI111 TRY WRFi IWCK S.ba✓o!e ALUM. TO BE PAW:EO OR =IATEO. �+ d 51•Rclo.o w/ (SC) TYPIGL ANCIRYIS N PAIRS A 3 Y, CSTEEL RUCiUREf� Spu� G'A+y= .77 mil. ) Y 6 K51 41N. vr7, m ('Y EF CIEV. rOR SPACNo (STEEL 12 G, MW. MICK - 0.105') `t, R) N.L'MTAR+ - •_-- ��MWn-OA:E COUNtt '7 �-`- APMTTn MULL!oN SEE 3E°AwIE NOA I� if M P7�4UCERE,+ lx w4ae n! CV L A.nFe�.e 1 _ - d R A. RgJ.rMfur Qt (I 2 q WOOD BUCKS ANO.DIV STRUCTURES NOT BY tAW50N IND. MUST SDPPoRf LOADS IMPOSED By SYSTEM AND(rffl I U) TRANSFER TlIEM TO THE BURDINC STRUCTURE. TYPICAL ANCI[ORS: SEE. ELF.V. AT SHEET B FOR SPACING �_ • . •! 1—P/C[P:j • • •I/•• }APCON o^ AP 9R 1I 1— SIT F6'3PER EANHORSO/4• MIN EARED. MID 12 Ks' CR Q FK CORNERS 6 SEE ELEVAT 10..1 AT SHEET B OF 14 OR X. $PALING. ANCHOR TYPE CHART IN CONE. or MASONRY min. "BOOR UPRONS RRA0-61LL +AHD Embodm•n Sd[< W,l C.—U FAtn ual:LL•m' r/<' !,4' J/K' I. 2.83 Kd B.NLOCt1 J/!6' 1 J/n' .T` J.2 Kc: ANCHOR TYPE CHART IN 2X BDOD BUCK Cola. ANCHOR 0PTION6 ILGD-SILL JARO 6m6edman CA[e OIeL 3s Tlood ELCO ULT.ACON I/<' :/<• SU II S.V.fi. (Info TN) d12 A!2 r I/a• .99 6G I II j/9,�fJRII.LFLEX SELF nRP f l,_,y N(:,SGREy(S I I I.N'ID METAL STRUCTURES I 17 I� l STEEL : 12 GA MIN, (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" T.4K. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM 10 BF. PLATED OR PAINTED) I .PP L INNIO AAPPROVED MULLIONS (ND SHIM SPACE) l'f_QL€PS<E„RISMANCE (1/4") INTO CONCRETE AND MASONRY M 1' MIN. (ELCO ULTRACON) (1/4') INTO CCNCRETE AND MASONRY . 4' MIN. (ITW UUILOEX) 0/15 i MID CONCRETE, AND MASONRY 3' MIN. (LION BUILOEX) INTO WOOD STRUCTURE '+ 1. 4IN. INTO METAL STRUCTURE a 3/4' MIN. �nle"Ts• FRP=',E AND VENr CCRNCRS AND NiSrALLATION SCREWS AT SILL SEALED WITH MOTE,/ALUMINUM COLORED SEALANT. \'J O•...L� j ••,YFV'dl'N 9L4iL�A* li(ti^. `O' WOOD BUCKS NOT 31 I -SON INV. MUST SUSTMN IMPOSED LIT PS VAX. ME 13 S 37 CLC SILICONE ADM SIVE a! Val IT, ca"OU,11) 2 ?I; W, -amum 1­ .1. [�Ka INTO 2 SEEREMS RrOM ON 7 P.T. WISH) BUCK E­ 5­1 .1 SZfS AS USIEON Op OR rASTEPiCR NOTESALC FOR CHART W1 pRESSU,CSaa D. SHOWN ON SHm OF 14 CC IDN AT SHEET . 2 IT rAsTENCR SPACING J g A RX Y.T. or 17 .2 e ir —_ - IT 0 EENTOU(]k r CL SCOCE. M. PAm. SIZES AS St.EC IN UP 0 10111IN-L) D C -.Rr w/ aTEEsw 8S 0,vx1rcR10R E%rcwm OR D OSMLT OF 14 WIDTH 1112 112-1 FENIFZTEP CAULKING3D/3T — XXX NOTES: 1) REFER TO SFIEEI 8 OF 14 FOR GLAZING OPfIO4S AND OF CHARTS. 2) REFER To Zu 9 O� I - FOR VERTICAL CROSS-SECTION CET/VLS. 3) REFERSHE47 9 OF 14 To WOOD SucKs VPICBy LAWSON INC. FOR IA• ANCHORS AND NOTES. E1 PS 4) REFER TO SHEET or 14 a '"'S', FOR MAX. ANCHOR SPACINGS. -7/16--KS. L�MINATCD CLASS• 29 1/4- GAPII mmm CoweL.0 17 C CAR SILICONE ACHE IVE MAX. CST . SUSTAIN 012 X 12- F.X/FHT,SO� V/ I - MIK EN INTO 2K W 8 DUCK CSEE SHEET "9 JI r T M FAT CNQTCS MP C CVATION ATHCO. SKFT o s FITT, 2 L SIAV­ A, T! (LS) 4"1.. SCREEN D65i FANEL­ 2a EXTERIOR ...... C2I J 00-TIONAL, =, ,C L 3/4C_ %&NIDIR11111 DtMR ,JHCFC 2D/2T XX I 1/. MAX. StiI.-M r.; 1 j .1/4• TA CC — APPROVED EQUAL BY EDR V/ 1 3/A' "It"PE0. INTO 02 Ksl CEAE. FROM CORNERS I: SEE ELEVATION AT SNECT 8 OF 14, FG4 NAX SPACING a 3 J ZZ=Z==ZZ===ZZ= EOHf REAq'STCINNE .. 91:01.0 CBMTOU e ✓� It � k I. 11 [;� F.RICR ORABE PCRIHETER OPULKINO_ _-_— tMX D+em) —CAL ANCHORS IN PNftS IYPIFAL ANCHORS IN PARS SFE ELEV. FOR SPACNG SEE nEV. MT SP NG 1/ MAX. 1/4° AWf. SHIM SHIN j . o \\ e e $ a i y a c _ =• FOfl POCKET Y!A! l6 •' a e � O Z Fr -ERE OENEIfAL NUTF6 N o V O .x 5L• 19 At 3R SHFET I OF In. c m 2 q a v 4 9 i �osLl m 9 a = ED y R o 2•q w --sT:RrsNs Drnovu EXTERIOR PocKET DPrTN ryi gl z TEST 9OL°T L'IDTH UW 5/0') 4D/3 — xxxxp NOTES: 1) REFER TO SHEET 9 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. }} 2) REFER TO SHEET S OF 14 FOR VERTICAL CRUSS-SFCTION DETAILS. ^ e 3) REFER TO SIIEE7 9 OP 14 0 FOR TYPICAL ANCHORS AND NOTES. w 3 E 4) REFER 10 S14EET 8 OF 14 s 4 •' 8 w B FOR MAX.ANCHOR SPACINGS, � ..z .I ftl ... :..:.. 412 X 13/4' F.HT' SNS — V/ 1 1/4• NIN CNAEO. 2K P.T. V000 BUCK INTO ( SEC OPTIONAL INSTALLATION RETAILS AT SNCCT 12 CF 14 ) NOTE: STEEL WS REOD, IS F.._- WIDE, IN DP CNANT w/ 55'A s S+I WN ON F7 MEIG.4,S]'RUCTURE NOTE: 26 + 1 1. Al STEEL IN CONTACT WRIT ALUM. TO BE PAUIED OR PLATED. ETAI r ;I - ' STR'JCIUNE F' 2. METAL STRUCTUNES: A) STEEL : Fy .. 36 KSI MIN.— - --- •a _ (SI AL 12 M 60 THICK I 0.1051 9) ALUMINUM 6093-T5 MIN. ...., • (ALUM. 0.079' UIN. THICK) (NN..LVMOJ SCREEN BOOR PANEL OPTION. MODUCTREVOISP roae,Pryf.erTK14 Ne BTw&id Iw Efjf.TENW OeTt�-Ti w± IIFk>QA17t1• Cw[w! SGU-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAMF. EMBED. WE; C 1. FOR AAajOR TYPES SEE. c 5 NOTES AT SHEETS 3. 6, 4 9. p, FOR POCKET wpLl9 SEE GENERAL I INTERIOR 1 NOTES BI9 k 10 AT SHEET 1 OF 14. I TYPICAL ANCHORS b INTERIOR AT B' O.C. _ I __ _ _ _ SEE ELEY. 5 °' y '^ Z Q L V. 6 4 FOR SPACING ••�, 5 � 0 4w H GO i7 ^ •.. n' - 161 �o i° d vi ^�-- ..... :- .'"'" j �Z o li - _(7I t rn a 55 31 I I6 l °a ° ul Re I � •x 2 : _ gggg EXTERIOR � 5 p g�R w/ OP 6oT° u I 36 Q;9 a T•lPIBC.N• ANCMOR9 _- a Z 0!7 � _ kk _.._....... FOR ^aPACI.Vr n I/4' MA%. n � a 6 SI IIM a EXTERIOR, POCKET DOOR HOOK ATTACHMENT DETAILS TA:Ox+:t, Fcv_cLwGcmPciq_A „i4iIILFY;. 1. MG mwr ame N.. T2oD7s '° TIIYSIC(L A6(.lINO, i'v M1 I Dnn°.vilNuh°n •A•, In.M TF D-tte4 ' E. SPwIf GrniN I:F9 Pi'N �I,I k7 li Y 'Itwikso-em.•h.Pal law Dr4a ••1 gl n e i melo..aI mi. 65.0 063Y n M,delmtd ltlM:k7ml+ile, F51 747.¢ Dl3fl I P+ $ Le Bns�,. aln D.6 yl e s. FY vmllm con�aun414n rtsr-Ts B nrvpWn6iM(ro.ISma'A',14na 7s D-22(470 /IroDIiLFAfiVT8F9 <T!- ifF• 1.1FDAFw31 Teattsm+¢IRrN IeT4 De70 gy,4yy 041a `S R B323.e D_32 AtN.k.;M IIN'Y.Hmimm. P9 7a%D "Is {5� �...�o, i 8 3....� Imlw wmla,cTi. -,4.D o-rc k�( '+ ?� 'y 'x k33 '- _I el a 1 k i9 E ? y • Y' ' •'-t •: •c ..-•" •_ i'.f3„ ���I :Y .� y� •II_ •.••` v sl3olc~''';�pS et �` :•R "c FT (': �'. a^� ii ;'. O' � � +" ('•' 'i'e: :�t+fk�s'ay3 �� 2 isI(tpt0'" c REM / __..—_._.........._.. l PART / L-9211 qTY. ......__......... ..... I DESCRIRKS _..__...__-_._ 2 TRACK FRAME HEAD 60G3-T6 ALUMINUM 1.2 L-9211 1 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L--92GG I 2 TRACK FRAME SILL ---6D63-T$ PLUNMUM 3 L-9 12 2 2 TRACK FRAME JAMB - ALUMINUM 4 L-9204 1 X PANEL _ _ PANEL TOP RAIL _6963-T_5 6063-T5 ALUMINUM l 5 L-9205 I X PANEL PANEL 80TTCH RAIL 6063-75 ALUMINUM I 6 L-9201 lT AN LUCK STILE ._��� 6053-T6 ALUMINUM 7 L-9202 I PANEL INTERIOR INTERLOCK 6063-76 ALUMINUM j L-9203 i ?.nkEl EXTERIOR INTERLOCK 6063-T6 ALUM, 9 L-9207 L PANEL ASTRAGAL 6063-T$ ALUMINUM 10 L-9209 AS REG'D. _ iaLUNINUM GLAZ]NG BEAB _ _6063-TS ALUMINUM ll L-92.14 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-920B I 3 TRACK FRAME SILL 6063-TS ALu4INUM 13 L-9213 2 13 TRACK FRAME JAMB 6063 ALUMINUM aL1NUH I !< PVS BIG AS RCO'B 1!IIi TOM RAIL VTST ULTRAFAB BOBS757DK 15 PVS-009 AS RE0'D. PANEL TOP RAIL. WTS'A .IB7'x.310' (7030-,sm-1> 16 PVS-003 AS REO'D. F1N SEAL WEA71yERSTRIP .1B7•>a.210' (7820-6001-97 17 VVS-004 AS REO'D. BULB VINYL (FPVC) 1/4' O.D. � IB L-9016 2 SELF aOHESIvE PILE PAD 1 1/2' 13/IL- X_MVG _ 19 HC-046 2 HVG. PANEL TANDEM ROLLER 2 X L'4 T RAIL BO � 20 FS-00'3 2 ROLLER ATTACHMENT_ SCREW N8 X 1/2' Fh./PHIL. 21 AP.-008 2X PANEL 1PAREL 'C' TRACK CLIP 6063-TO ALUMINUM I PP.FS-042 AS RE00. 'C' :RACK ATTACHMENT SCREV AID X I' SAS FH./PHIL. 23 9019 I X ANCHU2 FIXED PANEL JA!:D CLIr __ - G063-TS ALUM(NUH 24 F:S-Ull 1 X Ci_IP FIxEU PANEL CLIP SCREW "in % 5/8, PH/PHIL. 25 AR'-020 • I INTERLOCK STEEL REINFORCEMENT 1/2' K 1 1/41 (3G I(SO 26 AR-021 w ASTRAGAL SIL'CI. REINFORCEMENT_ 1/2' % 1 1/2' C36 KSU 27 I AR-024 * INTERLOCK STEEL REINFORCEMENT 3/B' X 1' C36 KSI) _ 28 VC-047 1 MORTISE LOCK HARDWARE V/ HANCLES 3 KEEPER 29 • 1 a P¢ne! 7/l6' L¢n)n¢ted H.S. GI¢ss _SeGtnztng OetnOs -9022 >• ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM L-9215 1 PGCKET JAMD HOOK 6C63-T6 ALUM!MJM -5731 • NEUTRAL LURE SILICONE Schnee -Morehead 5731 C-899 [14, AS RE0'0. NEUTRAL CURE SILICONE �.._ B¢r Cnrnin0 899 _� NEUTRAL. I;URI• SILICONE_ ; Trenco SPeLtren 2 __34 35 -045 2 NYLON PLUG ( ABO' HOLE 7 RIGID PVC36 C-043 2X PANEL VYLOK T12P GUIDE _._. RIGID PVC _ _ 37 FS-DOS AS BEET. FRAME ASSEMT Y SCREWS XB % t/2' PH. PHILLIPS 38 39 FS-013 FS-014~ AS RED'D. I PANEL ASSEMBLY SCRE.VS 410 % L' P. PHILLIPS RS R_CD. INSTgLLATICN SCREWS 41.'. X 13/4" F.H✓PH!L. 40 PL 75.6020 AS REO'D. I GLA?ING SF_I'IING BLOCK •— SOFT PVC 1/8' z 1/8' x 2'L• _ --_ 41 I r - SCREE_N_PANEL w-•� 42 SM-5504 FlS RER'U. JOINT SEALANT- Schnee -M¢r.7_1 S504 �43, a4 R • w l jPRI3DUCT PFRIHE ICR CAULKlN-u LABEL USI POLYSEAMSEAL . I r 625 — 1000 I —--�.062 I - 0 [062tL 1 L1 -_I 1 Ooo II ju' l L_._p I FRAME I" -3.5 0- O 5.500 F� �— -067 1.500 I =.687V T O TRACK U. A 9. 1.594 - 0 MIAs—SL;DE FRn1AE HEAD FRAME JAMB 2 II , .090-. I 094 .25D 1 �_.�d � 1.137. I(^^�7i 062 q 750 062- I 1.59D .559 1 Jl_. _.2 20 ____....._... —.-- FRAME SILL. INTER'OR INTERLOCK .J90 1-7.619—y 062 1.241 I�El 15 L2.0002.039 �2.79H 1.5910 .062 0;I.062�- 1.1I32 .890-.094 J91.697—^.O PANE:1, TOP RAIL PANEL BOTTOM RAIL EXTER'OR INTERLOCK 2.686-- -y I80 I ; � "'� 844 2.280 _ ] l�� H`18 i•D44 1 0B2— I I ID L 1.617 ,o .._.1.842--10__��. GLASS STOP LOCK snLE-1.655--a Q9 .531- .580- ASTRAGAL STILE 4 .875 .07OJ .125r 1.250 Q 11.1.12 - .10 .1247 FIXED PANEL CUP ASTRAGAL RETAINER I S11. RGER .E@AMj-jQP-CQBULB TRACK FRAME PANEL BQ_TQM CORNEN N1oDUCf REVIS" lW�inydQ6o4aw,O UM NM9a AuepWRNe I 1212 .Oi Y.epLnNm D]r,�3 Est..... I .�._ j. q �CF.'j ..0 }•`r: suseel •,?o'fp'.1 i♦ ca:t � I it r-: — m 2 S O I A 14--11—v I oo M1 Z .Our O e_ cSi O O ? �N� 2 Q O � � a•-i „—C�l pp -1 h S x trJ � L � a 0 6 � N N CC yN T80Ma5 J. SDTO6 PRUPEMZOf L ENGMUR FL SdC. � 99'LY9 G �5'. A Rn sa•r N0A +2-N771.2a & fi-0:J7.C8 4a. , J h a �rcw,Ja VAu-SrNe eoo� umda ./ m art "` _[o Pxwds and to camdr •/ x�0 rec d gyT �y /'�N r/id� �Id°/ 1`®J (!J�E 8501 N.W. 90 5T. NEDLEY, FLCR7DA 33166 O. ( 306 ) PH N696-8660 pry, ./ zp1J vec r`'�`r'JaaJep"s9ae+•`� m"`" MANUFACTURER OF QUALITY ALU.YINUN WIND0WS AND CLASS DOORS N. ERAEO SGD-9200 AL UMINUPd SLTDII�G GLASS DOOF. (L.M.I.) Fu-.•; ? , 231;7 N. ERA2O iVat/�z OAT____ E%TRWION DE1 ms. RELVFORAM CRMENTS & FRAME CORNER ASSEMBLY DElAMS n.a—...-' a,..:�, s...r.. e...., r, i L9200-1201 i° 14 OP 14 BCIS Homo 1 Log In 1 Uscr Registration Hot o Prod uct Approval USER: Public User :.'titiEVli':n. Product Approval Menu > Product or Auolication Se p� � Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By NA1 NED BY Ludecoft Submit Surcharge Stats & Fads ; Publications ; FBC Staff I BCIS Site Map ; Unkc f Search j > Application Us t > Application Detail FL15428-R5 Revision 2017 Validated Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By I:':1 Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226' tom@lawsonwindows.com Thomas Sotos tom@lawsonwindows.com Nelson Erazo 8501 NE 90 Street Medley, FL 33166 (305) 696-8660 Ext219 nelson@lawsonwindows.com Steven Bailey 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext287 steven@lawsonwindows.com Windows Horizontal Slider Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year TAS 201 1994 TAS 202 1994 TAS 202 1994 Product Approval Method Method 1 Option A Date Submitted 03/08/2018 FILE COPY Date Validated 05/14/2018 FL # Model, Number or Name Description 15428.1 8500 Non -Impact Flange Frame 8500 Non -Impact Flange Frame Horizontal Rolling Window - Horizontal Rolling Window I XO, OX, XOX Configurations Limits of Use Certification Agency Certificate Approved for -use in HVHZ: Yes F1_15428 R5 C CAC 17-1212.16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +73.3/-100 Installation Instructions Other: FL15428 R5 II 17-1212.16.�df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15428.2 8600 Non -Impact Horizontal Rolling Fin Frame Window 8600 Non -Impact Fin Frame Horizontal Rolling Window - XO, OX, XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R5 C CAC 17-1212 2.15.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/23/2021 Design Pressure: +73.3/-100 Installation Instructions Other: FL15428 R5 TI 17-1212.15.12df Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.3 8700 Impact Flanoe'Frame 8700 Impact Flange Frame Horizontal Rolling Window - XO, Horizontal Rolling Window I OX, XOX equal lite, XOX un-equal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R5 C CAC 17-1212.17.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2022 Design Pressure: +80/-80 Installation Instructions Other: FLIS428 R5 II 17-1212.17.0 Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15428.4 18800 Impact Fin Frame Horizontal 18800 Impact Fin Frame Horizontal Rolling Window - XO, OX Rolling WindovN - XO, OX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R5 C CAC 17-1212.14.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/09/201B Design Pressure: +60/-60 Installation Instructions Other: FL15428 R5 II 17-1212.14.pdf Verified By: Thomas ]. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact Us i s 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. C IDvdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records.) If you do not want your a -mall address released in response to a public-reoorris request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smalls 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Im W;^. ®aC,MJ ®r tic°c".ltC`ttVntk"1'ItEc'S - MIAWDADE DEPARTMENT OF REGULATORY AND ECI BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE i Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 RESOURCES (RER) AHAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3 i 5-2590 F (786) 315-2599 www.miamidade.gov/economy 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 (AFIJ). This NOA shall not be valid after the exp ratiou 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 o 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 "HS-8700 (Fla APPROVAL DOCUMENT: Drawing I Window", sheets 1 through 10 of 10, manufacturer, and signed and sealed by Control Revision stamp with the Notice County Product Control Section. MISSILE IMPACT RATING: Large LABELING: Each unit shall bear a pf series, and following statement: "Miami - herein. RENEWAL of this NOA shall be consi, no change in the applicable building code TERMINATION of this NOA will occi in the materials, use, and/ or manufacture of any product, for sales, advertising or to comply with any section of this NOA s ADVERTISEMENT: The NOA num followed by the expiration date may be .displayed, then it shall be done in its entir INSPECTION: A copy of this entire distributors and shall be available for insp This NOA revises NOA No.17-0222.14 ; well as approval document mentioned abc The submitted documentation was review tip .► k :. Ak?�R©�1EI3 ;. Aluminum Horizontal. Sliding Window - L.M.I. o. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact dated 05/30/09, with revision D, dated 11/01/1.7, prepared by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product of Acceptance number and expiration date by the Miiami-Dade Small Missile Impact Resistant nent label with the manufacturer's natne or logo, city, state, e County Product Control Approved", unless otherwise noted ered after a renewal application has been filed and there has been iegatively affecting the performance of this product. r after the expiration date or if there has been a revision or change of the product or process. Misuse of this NOA as an endorsement iy other purposes shall automatically terminate this NOA. Failure ,all. be cause for termination and removal of NOA. er preceded by the words Miami -Dade County, Florida, and lisplayed in advertising literature. If any portion of the NOA is A shall be provided to the user by the manufacturer or its Dn at the job site at the request of the Building Official. consists of this page 1 and evidence pages E-1, E-2 and E-3, as by Sifang Zhao, P.E. NOA No.17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018- Page 1 �,1 Lawson Industries, Inc. A. DRAWINGS 1. Manufacturer's die 2. Drawing No. L8 Window", sheets 1 prepared by manuf B. TESTS 1. Test reports on: 1) Air 2) Uni 3) Wai 4) Fori along with marked -up sliding window, XO. Hurricane Engineering HFTI-10-3051, dated 1 2, Test reports on: l) IJnif along with marked -up aluminum horizontal configuration, prepared HETI-10-3047, HETI. HET.-10-3225, dated 0' 3. Test reports on: 1) Larg 2) Cycl along with . marked -up sliding window, XO)s Hurricane Engineering, HETi-10-30491, dated HETI-10-3131, HET] sealed by Candido F. F( 4. Test reports on: 1) Larg 2) Cycl along ,%ith marked -up sliding window, XOX Inc., Test Report No. B Droz-Soda, P.E. .ngs and sections, (Submitted ui:der NOA No. 02-0227.05) 901, titled "HS-8700 Horizontal Rolling Flange Impact igh 10 of 10, dated 05/30/09, with revision D dated 11/01/17, r, signed and sealed by Thomas J. Sotos, P.E. nfiltration Test, per FBC, TAS 202-94 >rm Static Air Pressure Test, Loading per FBC, TAS 202-94 r Resistance Test, per FBC, TAS 202-94 :d Entry Test, per FBC 2411.3.2.1, and TAS 202-94 lrawi.ngs and installation diagram of an aluminum Horizontal (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by z Testing, Inc., Test Reports No. HETI-10-3049 and 3/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11- 0 705. 10) irm Static Air Pressure Test, Loading per FBC TAS 202-94 drawings and installation diagram. of 8 specimens of an sliding window, XOX (1/4-1/2-1/4 and 1./3-1/3-1/3) by Hurricane Engineering & Testing, Inc., Test Reports No. 10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and (23/1.1, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-070510) Missile Impact Test per FBC, TAS 201-94 r, Wind Pressure Loading per FBC, TAS 203-94 Irawings and installation diagram of an aluminum horizontal (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by c Testing, Inc., Test Reports No. NETT-10-3048, 11 /09/10, .H.ETl-10-3050, H:EYI-10-3052B, HE1140-3056, 10-3224 and HETI-10-3226, dated 03/23/11, signed and at, P.E. (Submitted under NOA No. 11-0705.10) Missile Impact Test per FBC, TAS 201-94 c Wind Pressure Loading per FBC, TAS 203-94 [rawings and installation diagram of an aluminum horizontal :onfiguration, prepared by Hurricane Engineering & Testing, JTI-10-3251, dated 04/25/11, signed and sealed by Rafael E. (Submitted under NOA No. 11-0705.10) sking Z6ao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. B. TESTS (CONTINUED) 5. Test reports on: 1) Air 1 2) Un f 3) Wab 4) Larg 5) Cycl 6) Fore along with marked -up c of an aluminum horizon Engineering & Testing, HETI-08-2035, HETI- and HETI-08-2116% d 6. Test .reports on: 1) Air 1i 2) Unite 3) Wate 4) Larg< 5) Cycli 6) Farce along with marked -up di 1� aluminum horizontal slit Testing Laboratory, Inc. dated 12/06/01. 12/11/0'. Antonio Figueredo, P.E. C. CALCULATIONS 1. Anchor verification prepared lay Lawson 01/25/12, signed and 2. Glazing complies with D. QUALITY ASSURANCE 1. Miami -Dade Dep< filtration Test, per FBC, TAS 202-94 Lin, Static Air Pressure Test, Loading per FBC TAS 202-94 Resistance Test, per FBC TAS 202-94 Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 i Entry Test, per FBC 2411 3.2.1, TAS 202-94 )-wings and installation diagram of 8 specimens )-1 sliding window, XO configuration, prepared. by Hurricane ne., Test Reports No. HE TI-08-2033, E11-08-2034, 8-2036, HETI-08-2037, HETI-08-2038, HETI=08-2116.A. ted 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) filtration Test, per FBC, TAS 202-94 7n Static Air Pressure Test, Loading per FBC TAS 202-94 Resistance Test, per FBC TAS 202-94 Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 1 Entry Test, per FBC 2411 3.2.1, TAS 202-94 swings and installation diagram of 8 specimens of an ing window, XO configuration, prepared by Fenestration Test Reports No. FTL-3097, FTL-3098 and FTL-3364, and. 01/28/02, respectively, all signed and sealed by Luis (Submitted under N0,4 No. 02-0227.05) ulations and structural analysis, complying with FBC, .tries, Inc., dated 05/28/09, revised on 07/10 and updated on d by Thomas J. Sotos, P.E. (Submitted render NOA No. 12-012 7.08) TM E1300-09 of Regulatory and Economic Resources "RER). E-2 Sifang Zhao, P.E. Product Control Examiner NOA No.17-1212.17 Expiration Date: April 11, 2022 Approval Date; February 01, 2018 Lawson Industries, Inc. E. MATERIAL CERTIFICATI1 1. Notice of Acceptance N "Trosilbl® Ultraelear, on 07/08/19. 2. Notice of Acceptance N for -their "Saflex Clear i F. STATEMENTS 1. Statement letter of conf November 17, 2017, iss 2. Statement letter of no fi J. Sotos, P.E. 3. Laboratory,compliance HETI-10-3049, HETI- HETI-10-3053, IKTI- .FIETI-10-3223, HETI- Hurricane Engineering and sealed by Candido l 4. Laboratory compliance Engineering & Testing, Seda, P.E. 5. Laboratory compliance HET--08-2035, h-ETI- and HE'T'I-08-2116B, is 01/15/08 through 02/28, 6. Laboratory compliance FTL-3364, all issued b 12/11/01 and 01/28/02; G. OTHERS 1. Notice of Acceptance Series "HS-8700 (Flat approved on 041/13/17 16-1117.01 issued to Kuraray America, Inc. for their Isar and Color PVB Interlayers" dated 01/19/11, expiring ). 17-012.05 issued to Eastman Chemical Company (MA) nd Color Glass Interlayers", expiring on. 05/21/21, nuance, complying with the FBC 611' Edition (2017), dated ied,.signed and sealed by Thomas J. Sotos, P.E. uncial interest, dated 05/20/10, signed and sealed by Thomas (Submitted under NOA No. 12-0127.08) etter for Test Reports No. HETI-10-3047, HETI-10-3048, .0-30491, HETI-10-3050, HETI-10-3051, HETI 10-3052B, 0-3056, BE, TI-10-3057, HETI-10-3130, HETI-10-3131, 0-3224, HET-10-3225 and HETI-10-3226, all issued by Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed . Font, P.E. (Submitted under NOA No.11-0705.10) otter for Test Report No. HETI-10-3251, issued by Hurricane .nc., dated 04/25/11, signed and sealed by Rafael E. Dxoz- (Submitted under NOA No. 11-0705. 10) etter for Test Reports No. HETI-08-2033, HETI-08-2034, i8 2036, HETI-08-2037, HETI-08-2030, IIETI-08-2A iv A ;ued by Hurricane Engineering & Testing, Inc.., dated )8, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) otter for Test Reports No. FTL-3097, FTL-3098 and Fenestration Testing Laboratory, Inc., dated 12/06/01, 11 signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) 1. 17-0222.14, issued to Lawson Industries, Inc. for their -France) Aluminum Horizontal Sliding Window - LM.I." expiring on 04/11/12. E-3 Shang Zhao; P.E. Product Control Examiner NOA No.1'7-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 NOTE: =)=( 210 I) REFF,R TO SHEET 2 OF ID FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. IT. & DI" REIBH TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C. D. & E" REFER TO SHF.E'T 04 4) RETER TO SHEET O OF' lO FOR DESIGN LOAD CHAIM AND NOTES. OR, 9 B1 �D XOX-EauAl_Lite (L/a. 1/_a_x/._1 NOTES: l) REFER 'to SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAIIS AND NOTES. 21 FOR VERTICAL CROSS-SECTION DETAILS 'A, At. B, A al' REFER TO SKEET q3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET 95 4) REFER TO SHREF B OF 10 FOR DL91UN LOAD CHARTS AND NOTES. A AI e tSl ___ !) REFER TO SIIEST 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 3 FOR VERTICAL CROSS-SECTION DETAILS A. Al, D, & OL" REFER TO SHEET /3 S) FOR ffoRIZONTA1. CROSS-SECTON DETAILS'D. & E' REFER TO SHEET 15 I) RP.PER TO SHEET T of SO FOR DTWGN LOAD Cf1AR1S AND NOTES. $.�i S- 700' Fi0R17.ONAL SLIDING IMPACT WINDOW _AP_-PROVED� jVAT,WNS Gene3_al Notes: y ¢ 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE; REQUIREMENTS c O OF THE FLORIDA BUILDING CODE (2014-5Lh Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH'A) AND ASTM 1300-09. THIS PRODUCT IS q o m y z y IMPACT RESISTANT. (SHUTTERS NOT RF,QUIRED.I � y 2J WOOD DUCK3 SHALL. HE INSTALLED AND ANCHORED SO THAT THE BUILDING y RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFRICIAI_ 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON All WINDOW SIZES ARE NOT TO THESE MAXIMUM SPACINGS ON CENTER EXCEED (D.C.), AND AS TABIILAT'HO ON SHEETS 8, 7, or B. V 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND "o a >; TO BE REVIEWED BY BUILDING OFFICIAL. C, 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETs §B. 7, or B), AND FOR USE WITH DOUBLE GLA28 c LAMINATED INSULATED.GLASS TYPES TABULATED H8RE1N (SEE SHEET. PH, 7 or 8). 6.) WINDOWS WITH CLASS TYPES "A, C. OR G' INSTALLED ABOVE SOFT, < IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. In0, 1i', 7.) SEE DUEBT 4 Fort LOCK DETAILS & OPTIONS. H.) SEE EIIEET 9 FOR GLASS TYPES. �� a 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON 'XO or OX" WINDOWS. � v O M 10.) SEE SHEET 7 FOR UESIGN PRESSURES ON EQUAL-LTTE XOK" WINDOWS. Il ! 9EE SHEET O FOR DESIGN PRESSURES ON UN -EQUAL LTTE "ADX" WINDOWS. 04 N—a, c 0 12,7 FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. W to 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE H L4.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED e °•• d (BY OTHERS). PRIOR TO WINDOW INSTALLATION, (SEE SHEET 03. 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FIRE CHAPTER 24 SECTION 11.3.3.3. t Q V) I0.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. !...) SEE SHEET / 5 FOR NliW.ION/M67'Al. ATTACHMENT DETAILS, NOTES & OPIION3. 17.) MULLING HORIZONTAL SUDIN G WINDOWS WITH OTIIM TYPES OF MIAMI-DAUL' COUNTY APPROVED $ C WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL. WILL APPLY TO THE ENTIRE MULLED BYSTEM. is.) ALL MEDAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIU11AR MATERIALS TO BF. PAINTEDOR PLATED AND SHALL MEET SECTION 2003.11A OF THE FLORIDA BLDG. CODE. 9 n € & PROD11CrfIBvlSgp g 7�nQ wa.th Ftodd. R.pTe�Fp oUye '!i ,11 46m,i Ale PnwS,u Cu„wl -``'r$ pnnv Is4 ata ly7 y, o ��t nz atrp wlwYomg ••tant�Ya1»y . rn ,;, tii > .',;.� L oxYlnHa.unaoaa 111111110 I I 1 q 6 1p7 $ h ' S 7W-1 =-�1rarly1;a7 TA�3 3AB°LT loaNiM 'JNTGI'IS—ium-mamr oo B- aiaass 111 MM 1V I 'd -3, Sll-V MI:0]S-SSCW tvlltl IMI 339 T - w tl CB I3ZHS 1Y .10 1 •s 'IV 'V. 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Stlrl30 ,+ 4ms-z9W0 tr1H011mW 33S 'a .CB X .ill 1T21s .UX11 UM N9 1Y .18 1'8 W'V. StIVI]0 MIl0]3•SSOtO lVnlla]A�tc •, nil w�ilb_7 A= )M . fqivt31 •9 sr.�St]]11-OOrNH ��t. ]nmY m rp. m:i:e...::::H::: - JSb Olp��+n1Y X'0'IYI +^W f3mx,rl�..c SAM d0 now9W19XSO 3aS. L f 0 1 - "I & PJ 210N 'ivam0 If aroYtld 'Y] 1Y V (0) 1� 1-aK•1� 1 11J - i'�r ° (0'Oc 0A1Y771.s awr d i II TITS aaVNd lY 3 fNtal .,Sdp - • / `� O TIIs 3HYH4 M 1' IS 2AVH.9 'Y•J'IV 0 (s) ncBtldp N17%, zllNn apJ // OUR alim lv 0I S IYt OH113 H yv a]alllma (0'OL sA06V dO d] OV3H 3NYHd 1' OV311 3AWL 1V B (Y) Stlan].W �tlN0111cOtl Onl avaH MMA 1' 1316i]SY.1 NOIYTIYISNI—H'101n 3HYdd w1N31H1 .B/F 40 67C7H3zlild H011' x 1t :9L6 lOSI aSYl -. Hill A 3M1Hd TWa3AU .tlft stl # .c9 x .ill 321s 21. I I/A' TAPCON V/ I 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) I :/➢, MIN. EDGE DISTANCE .d A EXTERIOR r. H -I. AlIWOfil) BUCKS ENGiNL'ERED SEPARATELY 6 7O BE REVIEWED BY BLDG. OFFICIAL (TYPO 2. WOOD RUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM I MIN. ;-4. AULKING '— A I/4• X � ASNiM SP e ' d 1 1/A' eMIN. <fTP.) EMBEDMENT .. INTERIOR GLASS cB1 E%T. GRACE' STUCCO OVER METAL LATH NAILED TD 1114 SN.S. V/ 1 1/4• EXTERIOR GRADE PLYWOODSHCATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (BEE ELEVATION A7 SHEET 12 ,EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. Viz.. yRn 29 "rr3EDGE :5. 2% "r ENT. GRAVE PERIMETER 1/4• MAx. EAIILNINu' MOT BY SNIM SPACE LAWSINDUSTRIES', TD W.'°-KIEV DY OTMTNS ' I 1{ (TYP3 (TYP.) I b� IIJfL�AgU�-G-1 JY EXTERIOR•in INTERIOR Al ALTERNATE DETAIL I - 1'+9�!?_LRAHf fN�;ALI lL'�[OY D�p[I WiV OA W INSTAIJAT10N NOTE3: 20 1. THE VINUOW FRAY.E FLANGE i0 DE BACK-BEDOEB V/ A4 EXT GRADC CA'JLr T•OiDU LlAAWG THE ENTIRE PERM 7ER OF FLANGE SILL RISER - OPTNINAL BY WINDOW INSTALLER (7YP) APPLIED WITH SILICONE 2. THC EXPOSED EXT. PERIMETER OF TNC WINDOW FRAME TO SEE DP CHARTS @i BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS D4, XS, A D6, BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/0, SHIMS ARE NOT REQUIRED. I �CIiORS NOTE; ANCHORS TO BE Al2 SHS OR WIT. SCREWS INTO WOOD, 7R V<• TMC04S ar APPROVED EONC. FASTENERS INTO CONY VITN A NIMLNUN 7F PENETRATi0.4 INTO WOOD OR CON,. (REFER TO LOA1D 1/TA4• BLES FOR QUANTITIES REOUIREL) < n. SINH SPA < •----- Ad. ,�•° d 4 d A •• (TYP.) 11/4' NOL EMBEDMENT a I Ad• 6 PRODULTRBVR7Ep '�TI)*AdH+mIhRFTaka ButldBrB Curia �- 1 A((aNsax No _1LIl.(7 BYpireumlN¢a 1 1/9• MIN. EDG° DISTANCE �,•�� TnuA) ern Irrrmm.rI Z. nT.•m.rr MEIN ow of 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS �t 6 11] BF. REVIEWED BY BLDG OFFICIAL (TYPJ BoYnOTHERS uCTYP.' , 2. WOOD BUCK AND FRAMING (NOT BY LAWS INDUSTRIES) MUST SUSTAIN LOADS !MPOSEI BY THE GLAZING SYSTEM 014 SU1S. V/ 11/4' MIN. EKBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 02 FOR MAX. FASTENER SPACING) EXTERIOR WALL FINISH — BY OTHERS CTYP.) STUCCB OVER PCTAL LATH KABID TO CXTERIER GRADE PLY VEATMIND TO f2 SPECIFIED By ARCMITECr OR GC. (EXTEMION FINIS. BT OfH_RSI NOT BY LAWSON INDUSTRIES, LY: MAX CD GLASS SILICONE ADHESIVE BEDDT,NG COMPOUND -. INTERIOR O, L`J EXTERIOR 18 19 �J EXT. GRADE PERIMETER O CAO.KIAL NET BY '. Sul IN➢USTRIES•. TO BE APPLIED By OTMERS (TYP ) 73' MAX. 3D 31 II(�I 22 II j 21 LOCK (LATCH AND SWEEP) OPTIONS I. BOTH EXTRUDED ALUMINUM AND PLASITC LIFT HANDLE TACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. U TWO (2) T11f.KR ARP. RF.QIIIRFO PER F.AC14 VERY. WINDOW FRAME BUCK VIDIH 74' MAX. VI DOW FRAME FLANGE WIDTH -- EQUAL LITE ("OX" REVERSED) SYltlDS1YLINSTIIIALLATiQN__N_QTES: I. Tlf(. WINDOW `RAK[ rLANGE TO BC BACK -BEDDED V/ AN EXT, GRADE CAULKI TIIROUVIOUT THE ENTIRE PCRIMEIL'R OF rLANGE BY WINI INSTALLER (TYP) i THE EXPOSED -IPERIMETER OF THE WINDOW rRnME TO NE STALED 4�/ AN APPROVED EXTERIOR TRADE CAULK BY OT.EAS ( YP.) • WHEN THE. CAP BF.TWEF.N THE. WINDOW FRAME AND THE DUCK OR DASONRY IS LE S THAN 1/0% BRIMS ARE NOT REQUIRED. hNCHORS NOTE• ANCHORS TO DE N12 SNS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONSj or APPRLIVE13 CONC. FASTENERS INTO CONC., WITII A MINIMJM OF 1 1/4' PENETRATIDN INTO WOOD OR CUNC. (REFER 10 LOAD TABLES FUR OUANTITICS REBURIED) o o u PT. WOOD BUCKS r c C o q 4L � SIIiH SPAff. = q W yT' < .2 A. 1/4' TAPCUN V/ 1 Ll i MIN. EMBEDP.ENi INTO CONC. (SEE ELEVAf1UN AT SNEET R2 )X FOR HAX. FASTENER SPACING) ° 2 y` Z a '� p n (1 1/4• MIN. L \ i v a O IEMBEDNEN•I N f• 0 1 1/0' MIN. CDGF DISTANCE r Uf 1„� 1 x< O o 11 �yN R: S EXT. GRADE N m y UUU(-... S C ._ ............. PRODULTREySFA BMIE)nggElMO'tln Fb.fAa 'tiU�c6tl •Itls.lT gTw.in� w1 w Q al s e 12 X 1 3/4, S.M.S. I P4• MIN. vOOD EMBED (SEE ELEVPTION AT SHEET A2 FOR MAX F'ASIEN'ER SPACING) 'AR SILICONE AMICSIVE BEDDING COMPOUND EXT. CRADE I `/ )` CAULK T, iU� I GLASS EXTERIOR BUCK V!NDOV FRAME fLANGE VIOI!'------ "XOX" WINDOW EQUAL AND UN -EQUAL, LFTE NINDOW IN3TALLA'1'ION NOTES` 1. THE vryppv PP.ANE TLANGE TO BE BACI-BEBDED V/ A4 EXT. GRADE CAULK THROUGHOUT THE ENTIRE PFRIKEIER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE VINDOV FRA4E TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN TILE CAP.BETHEEN THE WINDOW FRAME AND THE. RUCK OR MASONRY 19 LESS TIIAN 1/6'. RIHMB ARE NOT RERUIREO. ANCHORS NOTE: ANCHORS TO BE I112 SMS OR VC SCREWS INTO vDOD, OR 1/4' TAPCONS Or APPROVED CCNC. FASTENERS INTO CONC., WITH A MINIMUM Of 1 1/4• PENETRATION E.VTO WORD OR CONE, (REFER TO LOAD TABLES FUR QUANTITIES REOUEREW I/4• II SHIN SF (TYPJ EXT. 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ELEVA,ON AT S tiE+ 07 OP MA%, fFSTEYEi •SPAC;NG AV DP T.9LE5 FDt OyANIITY) IDH DNAal —WB:DOW THE EN EPL"ll. . EXTERIOR IxawoN•wPFo+T '-LDN TYPO. SIZ AND L'A% DCAi PPf.NOTE: T 4alrAll A NOTE: THE LCORM AL SIDRF.B OF THE ET 00x OR LULL SIIAU_ GOVERN `1!4' MAX. / 12 6.D.5. X:1 1/1' L. SHIM `BEG rIcem., ,D SIRrs /7 19 'B �s_ZJ INTERIOR nP R.Y. rAslurtR sroc'..'c7 33 D '',,II vU,'ML MCralAni 2111 INS EO IANINA780 GIASS COU OSITIO. TYPS A rt2M OYY D4ep111YT1OP �1DITAD IAMXAtE n64CMPnOP -r}p.4r>� L i { OO • f i LAc me a>KK.I ee I(W Ire• .NQ:LLED MASS z naw• Puutc IxiERnTEA _-; I I- rixxrlLEO [LASS AIII e ,ve• u.•>-ASEB class ai ' ttNl 61A.5 DRCRVHOrt .•. s IDR• N. A�, DETAP• ($� -. - _'j� LW WATE D65CnIMIDN IPDFIf10. WB h AV°'eY F^rrkP.r .{ Jj TIC INTE—I ^ Ob' PUSTIC ;x; 0.AYPR 1/B• Axx[rAED MASS _ _ I{ 4 aw7 '1/A' IxSVLPTEO IA SVACE We• NUENEa Mess al GIASC atESitlRION � De,u4 44AATt DtSCNP �.e�s¢AF-SrFEwI•arr_P¢ a I&1 IDD9�PLPSrR D+IEAUKF 7i O rmsNo. PVD nF ,Iry 6nT-tM61E1NCNrJI ClA1i .•. Mvrc.. T/!• ILEIMI[0 Pli P•NE I 7/_i-�'.:: -e''.1T{{{ IAI_FANCN[D MA51 M _ �01� ®rvr J M 1 WU�xl0..S E, CLLCO]Drl. AD BT lxE MVH7. M 4G EC+[P10A MESHALL1IC FIPE.E.ER_D G.lrAZ11YCz,_D71'AILS..•plvD OPTIONS .._L PEAILErER xtNDDw 1'FAYE NOTE SEALN+T EXTERIOR 1. AIL STEEL VA CONING %l TH AWM. tD Bt YnwiEn oX n1a6D. ). METAL STRUCTURES: A) 57M, : FY Je x-1 Mw. (STEEL le CA Wrv. 1HIN - 0.00,, e) ALUMINUM : GOfi!-Te YIN. IAurv. 0.078' VDU. 'HICK).TP�.�1�' �> �Dww�r• LiL �rylAJ c R rtI ' C na�� RS-8700 FLANGE FRAME WINDOW DILL OF MATERIALS ITEM M PART / REQD. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-i6 ALUMINUM 2 7 L-9701 L-770L L I __-- FRAME SILL FRAYE F%O. JAMB 606:1^IG ALUHINUY 60G3-TR ALVMINUN L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 3 L-77OS _ i VENT MEETING RAIL 6063-16 ALUMINUM 6 L-7707 T VENT TCP/0OT1Gn RAIL 6063-76 ALUMINUM 7 L-8703 1 F'RAME VENT JAMB 6063-76 ALw;". e L-7706 1 VENT JAMB LATCH RAIL__- 6G63-16 ALUMINUM 9 L-8702 I FRAME SILL TRACK _ 6C63-TS ALUMINUM 10 L-8705 7 FR AME Sf1.1. RETAINING CLIP. 6063-75 PLVHINyM - 11 L-7708 AS REO•➢. GLAZING BEAD 1 3/8- ) 6063-TB ALUMINUM^� -12 FS-COG PS REO'D. FRANC_ASSENBLT SCREWS 48 N 3/4' VJ I. 14111E IPS 13 FS-040 AS REDD. INSTALLATION SCREWS 014 SHSF4/PMTL._ 14 L-7531 AS RER•D. VINYL BULB tIT. I/4' DIh_BULB 63033 IS - pvs-nP'1 A _a D•D S E a'AI vIAI. r I .. F.RN a)P 187• .. 23;• h 16 PVS-09S AS REO'D, _ I FIN SEAL .WEATHERSTRIP .187- E x .350' I• 17 PVS209 AS RF.O'0. FIN SEAL WEATHERSTRIP .IOJ' P x .310' h 10 L-7711_ AS 9,1% G.P21NG BEAD 1 INSULATE01 G063-TS ALUMTNUN 19 PVS-001 AS RE7D. PILE 0 GLASIMD BEAD' .187' E .'.150- h ' 20 L-8706 AS REO'D. 511-1. RISER ADAPTER 60H3-15 ALUM- DPTIONAL' 2L L-7599 2_- SP VENT E%TRJDED RING .LA MH 6C63^rS ALUMININ 22 NC-057-1 2 VENT MOLDED SPRING LATCH Y.OLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 2A x 2 _ SILL/JAND JOINT GASKET 1/16- CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMDLY SCREW 118 IT 2 1/4' P.M/PAIL 26.1 HC-044-1 2 WCEP FLAP L BAFFLE 26_ HC- I E VEEP OPEN CELL FOAM PAD 27 MC •040-1 2 SA_R1 RD_LLEi S MUSING nG 28 TIC-026-I _ _ I SCREEN FRAY{ L MESM • ---V 29 X I AITACHMENT SCREW a CLIP ND % S/0• S.D.S. 3D KC-058-1 2 VENT SWEEP LATCH MOLL OEO Nmm _31 MC-059-1 P. VENT SWEEP LATCH WC GSi PETAL 32 L-8930 1 % Anchor FRAMC SILL ANCHOR CLIP 60h3-i9 ALUNTM;M 33 2 LAMINATED GLASS IS.. Nt.11. a LR f —.1 9 _34 _ AS REO-D. rLA71NG SfLiCDNE_ See OrtonS eL_, of 9here 9 3S � _RPTIONAL AS REWD. COLONIAL FALSE MIMTIN ALUMINUH 36 SM-5504 AS REO'0. JI]1N1 SEALANT 37 AS REO'A PCRINCI'ER ACRYLIC CAULK OSI POLYSEAIEEAL "'C"uLT BEVISOL F•oMPWng svAh OpRusda 0+01dinDCbde PA•APA�eroUoeam Ne - I D.IL P ume PlomvrJ (�.p�ei ,a FRAME, )IKAII L-7703 Tam FRAME FIXED JAMB 1.-7701 SILL TRACK r: 8702 FB �� 17m 7 O 0 a al. _..._._.,__..• � TOP_y0jbER q 7 oo e o ap o a q F 6 oC� t asm SILL AETAINI L-8705 t0 NO CLIP n ® saner x. Fe� i s u o o a W� a x p Z o- �^ FRAME. SILL--- L-8701 - FRAME VENT JAMB L-8703 Lt66 .me s CID j 3,a Z c VENT SPRIG LATCH- rRAMf 6D1I2AL_CORhT R Writ TOP CORNER f81ks-kFJ.11Na-.BN1 t Z uca as •a L-7599 21 O _462 '� �' �� a' N c CID a N o p VENT TOP/B b ur TTOM RAIL — i + RAME SRL / MO iiN _ RAIIAII �f _portnu..00Sst V C r oilN m f S VENT INTERLOCK RAIL L-7705 me— eaaa FIXED MEETING RAIL .1;-7704 OL-7707 z�s Y 0 S x B 51 b � f3 � m n 30 _.. � RAME & SASH CORIIEP. ASSLMf3LY DETAILS Vi, ENT B RAIL T J OL-0830 g SILL ANCHOR CLIP 37 is GLAZING BEAD L-7708 I GLAZING BEAD L-7711 18 SILL RISER ADAPTER L-8706 1 PRODGCr RDVIsuo �Z r ,u�•� <E_a?.>,'4�' %..iJ .••,•••",::"%• r •r-.'fpY • A S ) ,- erw Ir- DWId8�g3Conil-im NroF7artda nrole.� N -! r. I } ,I r�. j.*! a ,zJa— �+JY� I i ra —if—�'u rRimuu ~Pmsrttaaol 0. emu �: 9 BCISHome ; LogIny; UscrR.egistrationfl I Hot m. Product Approval -USER: Public User Product Approval Menu > Product or Application Sc _- FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized 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 Equivalence of Product Standards Certified By SCANNED BY lvt` JSt Lucie County �., Submit Surcharge Staty & Facts Publications FBC Staff SCIS Site Map ; Links j Search () > Applic, Ition jjs > Application Detail FL15429-R5 Revision 2017 Applied For 0 Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext226 tom@lawsonwindows.com Thomas Sotos tom@lawsonwindows.com Thomas ] Sotos Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 tom@lawson-Industries.com Steven Bailey 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext287 steven@lawsonwindows.com Windows Fixed Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A Date Submitted Date Validated Summary of Products 03/08/2018 I EL # Model, Number or Name Description 15429.1 4000/6000 Nor -Impact Fixed 4000/6000 Non -Impact Fixed Window - Flange Frame & Fin Window Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS429 R5 C CAC 18-0430.03.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/08/2023 Design Pressure: +300/-100 Installation Instructions Other: Glass lites wider than 36" shall have two setting FL15429 R5 II 18-0430.03.Ddf blocks per FBC 2411.3.3.1 requirements. Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15429.2 4200/6200 Impact Fixed Window - 4200/6200 Impact Fixed Window -Flange Frame Flange Frame f Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15429 R5 C CAC 17-1212.13.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/22/2022 Design Pressure: +78/-78 Installation Instructions Other: Glass Iites wider than 36" shall have two setting FL15429 R5 II 17-1212.13.Ddf blocks per FBC requirements. Verified By: Thomas J. Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15429.3 4300/6300 Impact Fixed Window - 4300/6300 Impact Fixed Window - Fin Frame Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15429 R5 C CAC 17-1212.12.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/19/2022 Design Pressure: +66/-66 Installation Instructions Other: FL15429 RS II 17-1212.12.pf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back NeM Contact Us ;• 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooydciht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flodda law, email addresses are public recur mail to this entity. Instead, contact the office by pl (1), Flodda Statutes, effective October 1, 2012, Ilc emails provided may be used for official communice please provide the Department with an email adds If you do not want your e-mail address released in response to a public -records request, do not send electronic e or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 ees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 1 with the licensee. However email addresses are public record. If you do not wish to supply a personal address, which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ,Credit Card $a fo " M IAM Id3ADE DEp4,RT_M NT OF REGULATORY AND E1 BOARD AND COM ADM.IN78TRATION DI _NOTICE OF ACCEPTANCE Lawson Industries, Inc. 8501 NW 901h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applic materials. The documentation submitted has Product Control Section to be used in Miam: Having Jurisdiction (AHJ). This NOA shall not be valid after the expirati Section (In TMiami Dade County) and/ or the to have this product or material tested for quali in the accepted manner, the manufacturer will revoke, modify, or suspend the use of such pro to .revoke this acceptance, if it is determined b, or material fails to meet the requirements of the This product is approved as described herein, a including the High Velocity Hurricane Zone. DESCRIPTION: Series 114200./ 6200 Flanze- 1V7IAMI—DADE COUNTY, FLOWDA PRODUCT CONTROL SECTION RESOURCES (RER) It 805 SW 26 Street, Room 208 T (786) 31 a--2590 F (786) 315--2599 mryvw.miam9dade.Qov/economy Me rules and regulations governing the use of construction been reviewed and accepted by Miami —Dade County RER— Dade County and other areas where allowed by the Authority a date stated below. The Miami --Dade County Product Control J-IJ (in areas other than Miami —Dade County) reserve the right y assurance purposes. If this product or material fails to perform ❑car the expense of such testing and the AHJ may immediately actor material within their jurisdiction. RER reserves the right Miami —Dade County Product Control Section that this product applicable building code. A has been designed to comply with -the Florida Building Code, Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled "Series-4200-6200 Flange-- Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/2.1/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami --Dade County Product Control Section. MISSILE IMPACT RATING: Large and �I Limitations: 1. See Design Pressure (DP) VS Window size 2. See glass types in sheet 3. The monolithic require temp. ored Glass, if used at 30 #t abo 3. When an approved impact resistant mulli entire assembly. LABELING: Each unit shall bear a permaner and following statement: "lvIlami=Dade County RENEWAL .of this NOA shall be considered i change in the applicable building code negative] TERNUNATION of this NOA will occur after the materials, use, and/ or manufacture of the pr product, for sales, advertising or any other purp wiUA any section of this NOA shall be cause for ., ADVERTISEAHNT: The NOA number prec4 by the expiration date may be displayed in adve: shall be done in its entirety. ]INSPECTION: A copy of this entire NOA sha and shall be available for inspection at the job si This NOA revises NOA No. 17-0531..05 and cc as well as approval document mentioned above. I�he submitted documentation was reviewed by i Missile Impact Resistant s and glass types in sheet 4. Me in insulated laminated glass is oriented at exterior side and re the grade, rn attached to combine window units, lower DP will apply to label with the manufacturer's name or logo, city, state, series, ?roduct Control Approved", unless otherwise noted herein. fter a renewal .application has been filed and there has been no I affecting the performance of this product. the expiration date or if there has been a revision or change in duct or process. Misuse of this NOA w an endorsement of any ises shall automatically terminate this NOA. Failure to comply �rrxrination and removal of NOA. ded by the words Miarni—Dade County, Florida, and followed tising literature. If any portion of the NOA is displayed, then it be provided to the user by the manufacturer or its distributors at the request of the Building Official. gists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, .1. Chan.da, P. E . NOA No. 17-121.2.13 Expiration Date: August 22, 2022 Approval Date: February fb1, 2018 Page 1 Lawson Industries, Inc. 1. Evidence submitted in previous fi. es A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-0307 06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed. Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Win Pressure Loading per FBC, TAS 203-94 along with marked -up drawl 1gs and installation diagram of an arch- and a rectangular fin - frame fixed sAindow, prepared by Hurricane Engineering & Testing, Inc., Test .Reports No.'s HETI-42-4010 and IlETI-11 3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 2-0307.06) 2. Test reports on: 1) Large M41sile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203---94 along with marked -up drawings and installation diagram of a rectangular-, a circular arch; and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETT49-26:1.4, dated 09/04/09, HETI-09 2612, dated 09/02/09, HFTI--09 2586, dated 07/10/09, HETI 092584, dated 07/10/09, FIETI-09- 2-582, dated 07/10/09, TI-092580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307. 06) 3. Test reports on: 1) Uniform ,Static Air Pressure Test, Loading per FBC, TAS 202--94 along with marked -up draysiings and installation diagram of a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s H-ETI-09-2613; dated 09/04/09, RETI-09261.1, dated 09/04/09, TI-09 2585, dated 07/10/09, RETI-09-2581, dated, 07/10/09 and HETI--09 2"579, dated 07/10/09, all signed an� sealed by Candido F. Font, P. E. (Submitted. tinder NOA No. 112-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked --up drawings and installation diagram of a rectangular fmr-- frauie fixed Nviadow, prepared by Hurricane Engineeriin.g & Testing, Inc., Test Reports No.'s. BET143 17I78, dated 01/30/03, FRETI-03-1779, dated 01/30/03 and :HETI-03-1776, dated 01/3 0/03, all signed and sealed by Rafael Droz=Sella, P. E. (Submitted under NOA No. 03-0327.11) Bltaq I. Chanda, P. E. Product Control Examiner NOA. No. 17-1212.13 Expiration Date: Aug nst 22, 2022 Approval Date:. February 01, 2018 Lawson Industries, Inc. B. TESTS (CONTINUED) 5. Test reports on: 1) Large Mi 2) Cyclic W along with marked -up drawi and an elliptical arch fin f Testing, Inc., Test Reports I dated 01/30/03, HElTI-03-1 Sed.a, P. E.. (Submitted 'under 1V0A No. 6. Test reports on: 1) Air Infilt7 2) Uniform 3) Water Re along with marked -up drawl: window, prepared by Hurric 02-1215, dated 04/08/02 anc Hector Medina, P. E. (Submitted trader NOA No. i 7. Test reports on: 1) Large Mi 2) Cyclic W along with marked -up drawi; and an elliptical arch fin-f Testing, Inc., Test Reports 1, 02/12/02 and rRETI-01-1.0 E. (Submitted under NOA No. C. CALCULATIONS 1. Anchor verification calculat manufacturer, dated 03/01/1 (Submitted parader NOA No. 2. Glazing complies with AK D. QUALITY ASSURANCE 1. Miami -Dade Department of [le Impact Test per FBC, TAS 201-94 d Pressure Loading per FBC, TAS 203-94 s and installation diagram of rectangular-, a circular arch ne fixed window, prepared by Hurricane Engineering & .'s HEETI-03-1777, dated 01/30/03, HE, TI-03--J1774A and '48, dated 01/30/03, all signed and sealed by Rafael Droz- 3-0327.1.1) tion Test, per FBC, TAS 202-94 tatic Air Pressure Test, Loading per FBC, TAS 202-94 istance Test, per FBC, TAS 202-94 gs and installation diagram of a circular arch fin -frame fixed ae Engineering & Testing, Inc., Test Reports No.'s BETI HETI-01-1193, dated 04/03/02, both signed and sealed by -0701.01) le Impact Test per FBC, TAS 201-94 3 Pressure Loading per FBC, TAS 203-94 s and installation diagram of a rectangular-, a circular arch ne fixed window, prepared by Hurricane Engineering & 's HETI-02-1158, dated 04/08/02, HETI-01-1103, dated dated 02/11/02, all signed and sealed by Hector Medina, P. 70.7.01) is and structural analysis, complying with FBC, prepared by signed and sealed by Thomas J. Sotos, P. E. 0307.06) I E1300-04/ 09 aad Economic Resources (RERI. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August22.2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. E. P*UTE+ R I AL CEKTIFICAT.I;N-a 1. Notice of Acceptance No. 1-1.117.01 issued to Kuraray America., Inc. for their "Trosifol@ Ultraclear, Clear, and Color PVS Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14i 0916.11 issued to Kuraray America., Inc. for their "SentryGlas@ (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflez HP Composite Glass Interlayers with PET Corey' dated 06/19/14, expiring on 2/11/18. F. STATEMENTS 1. Statement letter of conform 1 ce to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 05/23/1 I, signed and scaled by Tliomas.J, Sotos, P. R 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.12-0307.06) 3. Laboratory compliance letter for Test Reports No.'s HETI 09-2614, dated 09/04/09, HETI-09 261.2, dated 09/02/09, HET1 9 2586, dated 07110/09,H, U- 09 2584, dated 07/10/09, HETI-09-25a2, dated 07/10/09, IMM-09 2580, dated 07/10/09, FIE"�'I-"9- 261.3, dated 09/04/09, HETI-09 2611, dated 09/04/09, HET149 2585, dated. 07/10/09, HE"49--�2581, dated 0711,0/09 and DTI-09 2579, dated 07/10/09, all issued by Hurricane Engineering, & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 4. Laboratory compliance lette� for Test Reports No.'s HETI-12-4010 dated 03/05/12, HE' TI 11.-3363, dated 03/05�42,'M:T1--3-1778, dated 01/30/03, �I-03-1.7'79, dated 01/30/03, KET143-1776, dated 01/30/03, HETI-03--1777, dated 01/30/03, HETI--03- 1774A, dated 01/30/03 and BETI-03-177411, .dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., Signed and sealed by Rafael Droz Seda, P. E. (Submitted under NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 1 "4200/ 6200 Flange -Frame" j expiring on 08/22/17. 01 A - New Evidence submitted. DRAWINGS IS., issued to Lawson Industries, Inc. for their Series m Faxed Window - L.M.I.", approved on 12/11/14 and 1. Drawing No. L420.0-6200-1.201 Rev C, titled "Series-4200-6200 Flange-4-Frame-Impact Fixed Windom,", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thoinas J. Sotos, P. E, prepared by manufacturer, -signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6a' Edition) code compliance. I t i Ishaq I. Chanda, P. E. Product Control Examiner NOA No.17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. B. Test 1. None. C.. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Re �atory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. STATEIMNTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter dated 01 /22/18 of the editorial drawing changes issued by Lawson Inc; signed by Nelson Erazo, Senior design engineer. G. OTHER 1. This NOA revises # 17-0531.05, expiring 08/22/22. 1�;t�,c.c• � . � 1.tr, �t.;��. Ishay 1. Chanda, P. E. Product Control Examiner NCA No. 171212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-4 SERIES-4200 6990 FIXED IMPACT WINDOW - FLANGE FRAM E DI D.L. OPG. Typ. =6- H� Tvp. T Cn-.�-P9 11 !1 fL 11TIP. ICNe3i 2 1. cs z A ELEYATIONS (L-M-IRPAZ f NI NEI.r v.NtD,, 1. FO / / In H&LE--RQLNLOMI CLQArQH I sl HE J. T. I FALSE Htff[Im ARE APPLIED W/ TESTED UNIT , rLIC UK AND ARE '94 3 AVAILABLE � HolE., H. LE AS EFT04AL MAXIMUM GLASS AREA TESTED APPLIES TO JfDtAGOH 11YAM nEVArM RELTANGOLAR MWADM SQUARE PICIURE MNDOW E"AnQ GLASS TYPES: E, F. J, K AND L, -SEE MDOWS L-M` =VRD DESIGN LOAD CAPACITY TABLES ON SHEET 4 —MI-DAD. COUNTY FOR SIZE LIMITATIONS OF EACH CLASS TYPE. "BIDUTTER CNOT ENQUIRED C, to Hcrc�xrvi— LO L ta�ov I W. General Notes: 1.) THIS WINDOW SYS= IS DESIGNED AND TESTED TO COMPLY WITH THE RoqUMEMENTS OF THE FLORIDA DIMING CODE (2014--Gth Edition& 2017-6th EdIU-) INCLUDING Lf-@�j FLILl- ROMIG �L �AW wm" vmnd HIGH VELOCFTY HURRICANE ZOINR (HVHZ) AND AM 1100-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF m EW(lXN F.B.C. & TO BE REVWW.D BY BUILDING OFFICIAL a.) ANCHORS SHOWN ABOVE ARE AS FEE TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARENOT TO IMCFED THESE MAXDJUM SPACINGS ON CENTER (O.C.) 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND To BE REVIEWED Fly BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIER FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, ANDSS FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HIMEIN, -6 LU (SEE SHEET 03 FOR GLASS TYPES AND SHEET #4 FOR MAX DESIGN PRESSURES). LLp = WINDOWS WITH GLASS TYPES 'R. F, OR G" INSTALLED ABOVE 3oft. IN THE WMZ. THE I.Q. EXImpior um SHALL BE TE Em TO COMPLY WITH THE SMALL MISSILE MAL 'r d d ILQZD- VT-09&- ELLVATION RESISTINCS REQUIREMENTS (FEIC—Chapter- 24 S-ti— 2421.3.3.7). , .1 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6. a.3 EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPL W/ SILICONE TED Q WOOD BUCKS YN CONTACT WMI CONCRETE MUST BE. PRESSURE TREATED AND . ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE MET #Z FOR. DETAIL & NOTES) III{IIYIII mm wl" L ALLOWABLE LOADS FOR ALTEMATE SHAPES AS SHOYM. CAN BE VE By INSM"G MOTU YmOOW E WITHIN A SQUAIM OR R AS SHOW IN DOPIED LINES EACHINCOLTE'AINING ALLOWASLE LOADS FPOM THOSE 10-) APPROVAL APPLIES TO SINGLE UNITS OR EMS BY SIDE MULLED UNITS. U-) MULLING FDIED WINDOWS WITH OTHER TYPES OF MMI—DADS COUNTY APPROVED PRODUCTS USING A IRAID—DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY Yo PPL THE SHAPES. TRENDED FASTV"S ME AMIN HEItEH ENTIRE MULLED SYSTEM. 12.) SEE SINKET 0 6 FOR MULLION/METAL ATTACHMENT DLrAftS & OPTIONS. FOR SZE AND SPACING. 914 S.KS. W/ 1 W4' ALL By BUCKS IN CONTACT WITH CONCRETE — NUL EMBEDMENT INTO WOOD.WO'I BY LAWSON INT TO BE PRESSURE TREATED L (SEE ELEVATION AT SHEET 41 L TO HE REVIEWED BY BLDG. OFFICIAL CTYP.) FOR MAX FASTENER SPACIMD INTERIOR (SEE GENERAL NOTES AT SHEET DI) Fp mH v i taln r�UV� BmdTRIEs, M o15T EXT. GRADE { I. CAULF. �- u NNf AN. fdNOE GL9l®DII1G , vGMRAIDF umdt F C FLANfE DT ® C INSf4LLCR frrrJ '."�.:"• � EXTERIOR rrt. (A4DE rtNlNsrm ru1.XDNG rmr to BE IFWL eiCoiimNs CL dA]® <MJ WINDOW RMALUTION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED N/ AN EXT. GRADE CAULK THRDUGHDUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYR)UCK 3. WOOD BSPECIFIC GRAVITY - 0.55 MIN. 4. CONCRETE COMPRESSIVE STRENGTT - 29s1 HIM. 4 WARM THE OAP BEIWEBN THE BTNDOY FRAME AND THE BUCK OR MASONRY IS IBM THAN 1/B', ffiDMD ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TD BE 014 SMS OR VD. SCREWS INTO WOOD, DR 1/4• ITW BUILDER TAPCONS or APPROVED CONC. FASTENERS. INTO CONCRETE (2KSI MIN.), WITH A HINIMUH OF' 1 1/4' PDETRATIDN INTO WOOD OR CGNC. AT 12' O.C. MAX. ■ TAPCOH YIELD STRENGTH- Fy-IQOKB1 ULTIMATE STRENGTH, Fk,=125Ks1 M 014 SH.S. W/ 1 114• MIN EMBEDMENT INTO WDD. (SEE ELEVA71CN AT SHEET DI TOR MAIL FASTENER SPACU D SILICUNE AONESIVE 1U DEDDING COMPOUND INTERIOR FLAHTNATED GLASS EXT. CRAD� Vv v EXTERIOR GVLK "TER LWINM rnuna LWINM FRANC WIDTH SNS W/' 1/4• 1/4' TAPCON W/ 1 1/4' EMINENT INTO vmI, HIM EHDEDHENT INTO CONIC. ELEVATION AT SHEET el (SEE ELEVATIOM AT SHEET 01 MPX FASTENER SPACIM FOR MAX. FASTENER SPACING) 1` 1/8• NUT' 0 Oa. PT. WQID BUCXS I/4' TAPCBM W/ 1 1/4' NRL pIBEDXQIT INTO COMC- m 4 CSEE ELEVATION AT SHE-1 K1 N FOR MAX. FASTENER SPACING) n 1 v4• MTr( oz° N l LB• TAN m a EDGE DISTANCE P.T WOOD BUCK NOT BY LAWSON INN MUST SUSTAIN UNPOSED LOADS E4HBEID¢N N°S e gMk t 1 [ SILICUNE ADHESIVE E G Illlfl'{ BEDDUIG COHPUUIID " i e EXTERIOR INTERIOR MAX. d&a w d IN P LAMINATED GLASS 10 u�FNerit� ® J 11 BDR:Iiv*Cd4 19 AaSPIDueNe Z^•• EXTERIOR GRADE iaT�L1Ie• PERIMETER CAUL1(pNG .� I 4 • �I11� n4. 11/4• MIL d' 3L' ;L�:; •, .d + • A ENB`E`w¢NT: '.• e.. - LAMINATED INSULATED GLASS COMPOSITION TYPE 0 I'rEM DESCRIMaN DETAIL 1 1/0- AM GLASS 2 0.090' SPFLEX PVB by. Eastnan Chee 3 1/8' ANIJEAL M GLASS 4 vl• INC(aArm r.]r, SPACE S (W I/0' ANNEALED OR TEWMEM GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C IrEM DESCRwLTON DBlAn � I I VD' AINEALEV GLASS 2 OA90' SAFLEX PVB bp East— CheKkel Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE- S M) SAG' "HEALED OR TENPERCO GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITW4 DESCOLMONY DLR'Ad 1 1/8' REAT-STREHGNTEHED GLASS 2 0.090' TROSIr0. PVB byr K—oy Anerko, I— 3 J/8' HCRT-STRENG)NENED GLASS 4 1— MN TED Am SPACE }�T - 1 S (V 1/8' ANNEALED OR TEMPERED GLASS INSUL &TI DDScwPT1O1, LAMINATED INSULATED GLASS COMPOSITION TYPE L 1rEM DE9CRIPiJON DETAIL �T— 1 3/16' NEAT-ST9QlG4IEMED GLASS Notes 1.) SEE SUEET 4 FOR DESIGN LOADS LOAD CAPACITY TADLES. 00 T DOWS WrIH GLASS TYPES 'B. C. Fr OR G' INSTALLED ADOV' 90 M IN THE HVHZ, THE I.G. EXTERIOR LrM SHALL DE TWEREO TO COMPLY MM THE SMALL NISSRB WACT RESISTANCE REQUIREMENTS (FBC-2014, Section 3411.9.9.7), G R611 IR IAMINATEDI OLL93 DE3C8D'LLON GLASS COMPOSITION - TYPE A I 1/8' ANNEALED GLASS 11 2 OD90' TROSIFOL PVB by. Kur4ray 1.- 3 1/8' ANNEALED GLASS GLASS (.m4ry GLASS GLASS Eaetnan 3/16' ANNEALED 8090' TR05Ir0L 3/16' ANNEALED SUCOUE SCHNEE-MOREHEAD SM 5731 qq _ DERAIL DOW CORNIN TRG E39 0 1 EMCO SPECTRUM 2 c < 4 } LAMINATED a m I, I MONOLITHIC 'm o-o y DETAIL i a E GLAZING STOP z r `. 0 CIRCULAR WOWS. o � •�•� q � ap36 I.11110 TED 3 LAMINATED D�e1L MONOMTMC - -- - CMONOLHFIIC_ S — near V GLAZING DEPTH GLAZING DEPTH nerAlt `ram c e 1 u LAMINATED MONOLITHIC C 'SILICONE OPTIONS', u c DOWCORNING 899 SCH �n per, P SCHNEE-)41REHEAD 5731 a4pl I DSTAR._ I TRENCO SPECTRUM 2 O 6(1 R GLAZING DEPTH u 7 16 IAMINATED GLASS COMPOSITION - TYPE J TrEm =•.w DSscfupuop DETAIL 1 3/16' NEAT-STRENGHTENE➢ GLASS 2 0090' SEMRTGLASS by. Kv4roy Anerko,dt 3 191161 HEAT-STRENGHTENED GLASS '• LAMINATED GLASS COMPOSITION - TYPI Cass DysCRIPnory' 6' HEAT-STRE14GHTOED GLASS 0n6• 10' TROSIFOL PVB y, Ku..my A E=* Inc. 6' REAT-STRENGHTENED GLASS 9 73 UPICA_L GIAZING DETAIL $ $ pwa�➢eupCyt�GCv� �'.` �F /2 V bd&x .aa �(� O IH Nr-' �ro - CaA1rN �'/'[r. �@�F�/INST D TYP[ . t. A�1N • DET Tr •SILICONE OPTIONS• ---- -- 1V CORNING ➢99 DC""' DCHNEE-NOREMEAD ___ _ 5731 _ _ _ _ _ _ TREMCO SPECTRUM 2 LAYINA7E0 LAMINATED INBUTAIED INSUlATE0 GlRfrrr: �P1N t.a�a AT a 9 0s0a•_ GLA21!'6 D"�TN 39' 43' W 70 =Mm NMI a o� ©��a000a�s�a��m�n ©©�sr• ro®©�s�©mm�:ao o� gym 0�a©©© Now af ago ���lala�a�♦l t::'1♦S'a� ��iYiO 2C 0 os . . 1.) SEE SHEET 3 FOR OIAZINC TYPES, DETAILS & SILICONE OPTIONS. 2.) WINDOWS WITH GLASS TYPES 'B, C, F, OR 0" INSTALLED ABOVE 30 ET. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL W90E IMPACT RESISTANCE REQHHIEHENIS (FBC-2U14, SOW- 2411.3.3.7). PTtODII(:T RE%%eD L ArSP@Om A %_c, he6nMef f ON HOlUOKAW AS SHOWN ISO.£ HILL OF MATERLUS ' PART i QUANTITY PESCRIMON MATERIAL REUiRKS h2", L-4201 2 FRAME HEAD/SILL/JAMB 6063-76 L-7708 4 GLAZING BEAD (5/16" CLASS) 6063-T6 L-7708 4 GLAZING BEAD (3/8' & 13/32' GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16• CLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" CLASS- INSULATED) 6063-T6 - 6 L-6211 1 4 1 GLAZING BEAD (7/16- GLASS - INSULATED) 6063-TB - 1 7 S8 % 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. OHILLIPS 8 L-4204 AS REDD. GLAZING BEAD AT CIRCULAR WDWS. 5063-T5 - 9 VWS-004 AS REOD. GIUNG GASKET SOFT PVC - 10 AS RECD. GLAZING SIUCONE 11 PL 75*6020 AS REDD. GLAZING SETTING BLOCK SOFT PVC 12 812-2511-357 AS REDD. - FmSeal' Duro Seal Sw•,ggle Spacer 1/4" BLACK 1/4' AIR SPACE WINDOW >^ AM FxIMIPN IMCAU 2643 1.2e1 JW �E�F— TTP 291 Pill.. A50 IZW—•062 FRAME HEAD/SILLJJAMB 2 GLAZING STOP (5/16' CLASS) 310 ESOAAV — _r230 E72� A90 iYP. � TTP'• T73 T73 3 GLAZING STOP GLAZING STOP (7/I8• GLASS) (3/8' & 13/32" GLASS) 310 TTD. b9A ,5 6 .6Dl INSULATED GLAZING STOP W/ 5/18• LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16' LAMINATEO GLASS TYP.'Q^ •{Ijljlll•�•I1011�_�B 8 A6 OLf°• M' eY C}t c GLAZING STOP (CIRCULAR WOW.) I-- -- -- �aa wn 1 fW OR SOUARE R=M Oa�l� fARNFA3 �Vl O 2 1 FR NE RADIUS JOIN RADIUS JOINE If3ilDII S JOIN FRAEj1Y�LA [ylj� CD O[N R j�$6MA'_S,ORNI;R & JIL,N'I�R$:('(ilLS SEALANT FRAME CORNERS, OR JDINTS SEALED VMH A CDLDRED SEALANT AND PERIMETER OF GLAZING DEAD WITH CLEAR SILICONE WiOAUCT�Rv1SPy eFmAt 6MYI.gOkk 8q%ndER u.a—eXt i3"'1.'y-)�11_ `"��'--''LJ 1! �yS WLl10NLL1 AE, u�.•p SML] ,LY9Cv! a+RpSUNC LWIGDONS. ALUNINIIH NULLMN (/LULL OA7n' Mw. THI°K) SEE NUWM! MPPAVALS Fop, • 12 X 3/4' SAL MULLION TYPE, EIIE AND MAX, DESIGN PAESSUR< DIATAIIVNS. NOI6: T11E LQAD1 PIRSSOR6 OF THE WDIDDW OP M!G 9NALL GOVERN - 'AT HEAD, MILLIPS. AT 12. 0.C. IIA1I. IN7F.R10R NOIEt THE LOWFH PRESSURES OF ' 1/4' HAX. THE MDGV OR MULL —a GOVERN SHIM R4TER10R 4 12 S.O.S. % 1 1/4• L. ' AT 12• D.C. NA%, ! NOTE: 1. ALL 3TEEL N GGATcT MTH -_ -_ __ AWLL TO BE PANTED OR PLATED. 2. SR! ff56 _ _-- -------- A) F)f NGI IRH L___J -- (STEEL I9 GA MN. ImcK - DA46, n Q: NDI00w FPANE (ALUM. D.07W MIN, THICK) ExTfiRIOR PEwuERn SFLL/A? BWNDow FRAME EXTERIOR EXTERIOR GRADE PEROO:TER UmKDt3 El "o'�.'• �..• ZRA.6 MLNTTNG DETA METAL BTRUCC-TVH ``ATTACHM€NT DETADD °+ tlm I a .d U 1 � ��'+�'.g'..'x[s'•^ �YLn3`�Fi^^Tn ,y ��! P }�.;, fi �i ��`� CANNED CfaD' b`,Jp ^5 5✓ •l�'�7 t'Y� 4} "�' � i4.2 i7i�� , 1 i y \ C 'VAW,EbeaR' }�! R� 4'+n>}�mt+ f 1�,a1' lyt. uJ�i, t Lst f y �`va �t ti 77.PIi 4.f h I�y,� v.k �R*•j �� a t` ;y,7 $ I� 4��u. i,. ,h: ,� t a � }`yr I �,ag�pL t (� Ip1 /��.7 Y9}'/IS'���,,3�Rj1�1,.'+�.a�'fi:9'`^,�R�; `I `S�En�Nf C q„} a*�xr �',. ,� 1�yt "q y �Ih. M r 1e cou I/�a'fLV'e r rt yt BCIS Home Log In i User Registration Hot 7oplcs j Submit Surcharge Stats & Fads Publications I FBC Staff j BCIS Site Map 1 Links i Search i ii ,���,,,. �a� Product Approval db-.r d °.0 �� ,�� USER: Public User Product Approval Mejju > Pnoduct or Application Sea LcLi > Application Ust > Application Detail l4liih%tft ds}3 FL # FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Small 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L. Buckner, P.E. @ CBUCK Engineering 12; Validation Checklist - Hardcopy Received Certificate of Independence FL7561 114_ COI Cert of IndeDendence.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method ( Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 08/15/2017 08/16/2017 08/20/2017 10/10/2017 FL # Model, Nur ber or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.024"x1Ib EPS Composite Panel, Panels 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x21b EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7561 R4 II 2017 FBC-Elite Aluminum Corp -Install Instruct.pdf Verified By: Do Kim, P.E. PE 49497 Approved for use outside HVHZ: Impact Resistant: No es Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be used in Structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection is FI 7561 R4 AE FL 7561 Evaluation Report-2017 FBQ)df Created by Independent Third Party: Yes provided. See Installation drawing for nominal allowable design pressures and spans. Back Next :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer,[ Copvdoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public re( mail to this entity. Instead, contact the office by (1), Florida Statutes, effective October 1, 2012, emalls provided may be used for official commun please provide the Department with an email ac U If you do not want your a -mall address released In response to a public -records request, do not send electronic 3 or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 3es licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The i with the licensee. However email addresses are public record. If you do not wish to supply a personal address, which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M gig Im Credit Card Safe C C ELITE PANEL SPAN TABLES: 1. Net alfowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD CPSF)1 L/80 L/120 I L/180 I L/240 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD <PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19,00 19.00 1747 16.53 20 15.01 15.01 1541 •13.95 30 12.50 1250 1250 It38 40 10.97 10.97 10.97 8.80 50 9.92 9.92 9.44 622 60 913 913 751 3.64 e.52 8.52 5.58 1.07 80 8LE 8.02 3.64 - 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 I L/80 I L/120 I L/180 I L/240 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 IQ 1740 1750 16.91 15.96 20 16.64 15.96 14.06 1E16 30 15.17 14.06 11.21 826 40 13.69 12.16 8.36 456 50 1222 1026 5.51 0.76 60 10175 8.36 E66 70 927 6.46 - 80 7.80 4456 - - 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR. SPAN CHARTS) NET ALLOWABLE LOAD <PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 2050 20.11 1924 20 19.61 1924 17.49 15.74 30 18.17 17.49 14.87 12.24 40 16.72 15.74 12.24 8.74 50 1528 1359 9.62 525 60 13.84 1224 7A0 05 70 IF 40 10.49 4.38 80 10.95 8.74 1.75 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET I MAX, ALLOWABLE SPAN (FT) 3' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR"SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.33 18.95 18.31 17.66 20 18.11 17.66 1636 1S06 30 16.80 16.36 14.41 12.46 40 15.49 15.06 IL46 9.86 50 14.18 13.76 1051 726 60 IE87 IE46 857 447 70 11S7 I416 6.62 2.07 80 1&26 9.86 4.67 4' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 I L/180 L/240 10 2L97 21.97 1 2152 20.97 20 20.77 20.77 1 1926 18.76 30 19.57 1957 1821 16.55 40 1836 18.36 16,55 1434 50 17.16 17.16 14.89 1E13 60 15.96 15.96 1324 9.93 70 14,75 14.75 IL58 7.72 80 13.55 1355 9.93 SSI 6' x 0,024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23,93 23.93 23.88 2360 20 23.20 23.202 23.03 2E46 30 21147 2E47,1 2F 16 2L33 40 PL75 21.75; - 2L33 2020 50 2102 2L02 20.49 19.07 60 20.29 2029 19.64 17.94 70 19.57 19.57 18.79 16.81 N I8.84 18.84 17.94 15,68 GENERAL NOTES I. Composite panels shall be constructed using type 3003-II154 aluminum facings, 1 or 2 PCF ASTM C-578 carpenter brand EPS adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 2. Elite roofpanels maintain a UL 1715 (int) elm 'B' (eXt) rating and are NER-501 approved. 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6" Edition (FBC), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 5. Deflection limit%and allowable spans have been listed to meet FBC including the FIVHZ. In RVHZ, this product shall be used in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVFIZ requirements are met. 6. . Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for Aluminum Structures Part 1 and conforms to the FBC Chapter 16 and 20. 7. Testing has been conducted in accordance to ASTM C72-05: Strength Test of Panels for Building Construction. 8. Reference test reports: HETI-05-1988, HEfl-06-2104, HETI-06-2066, HETI-06 2105, HETI-06-2067, HETI-05-1002, HETI- 06-2107, HETI-05-1987, HETI-06-2069. FIETI-06-2070, FIETI-06-2071. FIETI-05-1994, HETI-05-1991, HETI-06-2072, FIETI-06-2073, HETI-06-2074, FIFTI-05-1996, HETI-05-1989, I IETI-05-1993, HETI-05-1985, HETI-05-1995, HETI-05- 1990. HETI-05-1997, HETI-05-2037, HETI-05 2029, HETI-05-2039. FIETI-05-2030, HETI-05-2041, HETI-05-2048. HETI- 05-2036, HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040,HET1-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fail beams shall be considered equivalent to similar panels without fan beams. Design professionals may include the etrr mh Fthe fan ho- to eerrrd chn-n fim- ne - of cite-cnecitir enoinrerinn 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2011 20.03 19.42 18.81 20- 19.02 1821 1758 I635 30 17.93 1758 15.73 13.89 40 16.83 1635 1329 IL43 50 15.74 15.12 12D5 8.97 60 14.64 13,89 1021 6S2 70 la55 12A6 8.36 4.06 80 12.46 IIA3 6.52 1.60 LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 2417 24.17 24.17 2417 20 23.64 23.64 23.41 23.11 30 22.57 2257 21.90 21.01 40 11,51 -51 20.39 18.91 50 20.45 20.45 18.88 16.80 60 19.39 1939 1737 14.70 70 18.33` 1033, 15.86 12.59 80 17.26 1726 1435 10.49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX, ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.00 24.00 24.00 23.84 20 23.65 23.65 2324 22.84 30 2E94 - 2E94 2259 2223 2E23 21.85 5021.53 2153 2110 NEL8540 60 20.82 20.62 20.36 70 2041 20.11 19.61 80 19.40 19.40 18.97 SEAL JOINT WITH CONTINUOUS CAULKING _f 0000T'No", 00)0000( MTOH FACINGS INTERLOCKING CROSS SECTION OPTIONAL GUTTER OR DRIP CAP SLOPE I 4' WIDTH INTERLOCKING t PANEL (1/4'/FT MIN SLOPE) r0 O C O �0�0�0,02 GI a EPS CORE ILB OR 2LB 00000000 ALUMINUM BOTTOM I II FACINGS I-�CLEAR SPAN (U INSIDE TO INSIDE - OOO 00 O.H. ADD THICKNESS OF WALL FOR TOTAL PANEL SPAN, 0 000 00 0o O O 00 36' MAX IN FRONT 6 25% OF PANEL WIDTH 8 SIDES 112' 14AX AT SIDES) ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTIONS D SUPPORTING STRUCTURE DETAIL BY THIS OR ANY OTHER ENGINEER. EPS ROOF PANEU SPAN DESCRIPTION D❑ KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX IOD39 Tampa, FL 33679 TOL (813) W-9955 a m <za o44 W CQ. O 0 0 H U (L cri 65 O 0 o LL 2 Q� U o 0O(L c Y U J W c L)) 2 LU O Eft) 0 =.ul c U z F- O) J 3 4 -1 Co L 1CD V u. < CO C Lu 0 U. y0.. w0.... !P - OO�EOiil(I * ' FLA. REG.. NUMI A . DO KIM B ASSOC Drawing No. - FL-1001 SHEET 1 OF 1 SCANNED BCIS Homo ; Log In 1 Uscr P.cgistration ; FI iiaa k"", Product Approval USER: Public User Product Approval Menu > Product or AppllcatAW a FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name wt the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Validated By Certificate of Independence Referenced Standard and Year (of Equivalence of Product Standards Certified By Sections from the Code S$ Lucie Comb/ at j7��trf'ri{.P, RM Submit Surchargo Stats & Fads ; Publications ; FBC Staff i BCIS Sitc Map } Unk Scarch cJl > Application list > Application Detail FL12225-R4 Revision 2017 Approved Ik) Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Bruce Peacock 4650 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 bpeacock@elitealuminum.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received ieveloped Do Kim PE-49497 QAI Laboratories to 12/31/2022 James L. Buckner, P.E. @ CBUCK Engineering Validation Checklist - Hardcopy Received FL12225 R4 COI Elite Cert of Indeep Standard ear TAS 201 1994 TAS 202 1994 TAS 203 1994 `. Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/16/2017 08/16/2017 08/20/2017 10/10/2017 FL # Model, Numper or Name Description 12225.1 3" (min.) x0.032"x2# Composite Panel Aluminum Aluminum skin, EPS Core, composite panel system Limits of Use Installation instructions Approved for use in HVHZ: Yes FL12225 R4 II FL12225-R4 2017 FBC- HVHZ Elite Panel Spans Install Dwopdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Do Kim,P.E. 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. be max. 48" wide with "H" mullion between Wall panels shall wall panels. Evaluation Reports FL12225 R4 AE Ft 12225 -114 2017 FBC-Evai Report Elite HVHZ.pdf Created by Independent Third Party: Yes 12225.2 13" (min.) x0.032"x2# Aluminum I Elite 1 hour fire rated panel Composite Panel Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Impact Resistant: Yes Design Pressure: +43/-70 Other: Nominal allowable pressure be max. 48" wide with "H" mullion b Wall panels shall I panels. Installation Instructions FL12225 R4 II FL12225-114 2017 FBC- HVHZ Elite Panel Spans Install Dwgpdf Verified By: Do Kim, P.E. P.E. 49497 Created by Independent Third Party: Yes Evaluation Reports FL12225 R4 AE FL12225 -R4 2017 FBC-Evai Repor k Elitg HVHZ.pdf Created by Independent Third Party: Yes 12225.3 13" (min.) x0.032"x2# Aluminum I Aluminum skin, EPS Core, composite panel system Composite Panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes 2225 94 II 171-12225-R4 201.Z_E_BG-_HVHZ Elite Panel Approved for use outside HVHZ: yes Spans Install Dwg pdf Impact Resistant: Yes Verified By: Do Kim PE PE 49497 Design Pressure: +43/-70 Created by Independent Third Party: Yes Other: Nominal allowable pressure listed. Panels shall be Evaluation Reports max. 48" width tested. Multiple roof panels may be FL12225 R4 AE FL12225 -R4 2017 FBC-Evai Report Elite Interlocked. HVHZ.pdf Created by Independent Third Party: Yes back Next :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-457-1624 The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida- :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emailaddresses are public records. If you do not want your a -mall 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 mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails 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 can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please cllck here . Product Approval (AcceL,ptLs in 94h° 9 = Credit Card - - Safe r r' ELITE ALUMINUM CORPORATION 4650 Lyons Technololy f1my Coconut Creek FL 33073 1-954-949-3200 31044.) x 0.03E x 2.0-LB EPS PANEL (ALLOWABLE CLEAR SPAN CHARTS) MAX. ULTIMATE BESIGN MAX. ALLOWABLE SPAN (FT) PRESSURE' NSF) L/BO L/120 Sa 9.0 +Ill/-ui J- 2.000 PSP (NS(SP01o3 p,41l PSF, P„ N..1P PSE MMEa'P M P­lal PSF . 3.18 ELITE 1 HOUR FIRE RATED PANEL .090 B .03r ALUMINUM FACING 1/2' GYPPUM C 1-TONGUE GROOVE GYPPUM COREBOARD 1/2- GYPSUM 1'-2 Ibs. EXPANDED POLYSTERENE .032- ALUMINUM FACING 3- ELITE H-NULL B ISOMETRIC BEA➢ STRUCTURAL ADHESIVE CAULKING U U WOOD SUHSTRAM ORDMt4x2' LAG %rn Q Q O Q Q Q Q Q 1.SCREWS 2' FROM PANELS a QQQQQQQQQQC EN➢S & 6. O.C. PER PANEL 1Lsi NgG1xR1E%T' E R GONG.EHLOCM %'x2%- ELCO CRET-FLEX - 50 AC SS4 DR EQUAL 2' FROM TNTFRI nr.KTNr CROSS SFCTIIIN PANELS ENDS & 6. O.C. PER PANEL BEAD STRUCTURAL 3' (MIN.) x0.032'x2.01 EPS ADHESIVE CAULKING (ELITE ALUMINUM PANEL) III���III I o;l SLOPE 4' MAX WIDTH INTERLOGKINi J PANEL (1/4'/FT MIN SLOPE) 0000000000 4 r 0„0„O„O„0,� z a EPS CORE 2.0 LB BASE CHANNEL •--�{ 2.000 3.163 .055 'WMUWON %'0x534' SCREW B 12' O.0 OR Yi 0x7' SCREW B 8' DC,. (BOTH W/ Slf'0x0.031• LATE WASHER & 0.079- EOPRENE GASKET (TYP.) 4)-1i14x3/4' SMS SCREWS (TYP. EACH SIDE) GENERAL NOTES 1. Composite panels shall be constructed using type 3105-11154 or 300341154 aluminum facings. 2 PCF ASTM C-578 Dvplast Products LLC brand EPS adhere to aluminum lacings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elko panel products only in accordance with approved fabrication methods. 2. Elite roof parcels maintain a UL 1715 (im) class'B' (ext) rating and arc NER-501 approved. 3. Elite 1 hour fire rated panel exceeds the structural and impact elpacily ofthe standard 3"0.032"x 1-lb EPS panel. Double I hour panel to achieve 2 hour fire rating wall. 4. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6Tr Edition (FBC), composite panels comply with Chapter 7 Section 7-10. Chapter 8 Section 803. Class A interior finish. and Chapter 26 Section 2603. All local building code amendments shall be adhered to as required. 5- The designer shall determine by accepted engineering practice the allowable loads for silo specific load conditions (including load combinations) using the data from the allowable loads tables and spans in this approval. 6. Deflection limits and allowable spans have been listed to meet FBC including the HVTI7.. 7. Testing has been conducted in accordance to TAS 201-94, TAS 202.94 (including water), TAS 203-94. and AST Ivl E72, S. Ref Bence test report number 97-044 from Construction Testing Corporation. 13873 N.W. 19i6 Avenue, Miami.. FL 33054. 9. In the HWY, all fasteners to ba austcnific stainless steel or coaled or plated carbon steel with a Rockwell hardness less than C35 in the load hearing portion of Coe shank. Screws shall be zinc coated per ASTNI A123, A641. or W6 3 or nickeLlchromium plated per ASTNI B456, Type SC per Aluminum Design Manutd-Part 1. 10. Panels with fan beams shall be considered equivalent to similar panels without tan beams. Design professionals may include the strength of the fan beam to exceed shown figures as part of cite -specific engineering. 11. Products meet the FBC deflection limits including the HVIIZ (L7S0 flrspans _ 12'-W in IIVHL and 1.1120 in non-FIVH.Z per Chapter 16 Table 1604.3. ' 12. In HVIiZ regions, the L180 deflection limit is for use in Group R3 occupancies with roofprojeetion not exceeding 12 fact and N here the structures are not to be considered living at= per FIIC Section 1616.3.1 .1!.7. 13, Roof panels may be interlocked to unlimited width within the limitations of the site -specific engineering. Walls panels shall be maximum 48- (side with 1i" mullion between wall panels. 14, Wall and roof panels may he Used in site -specific engineered sunroom systems utilizing glazed openings as allowed by the engineer of record. Engineer ofrecord may specifil equivalent alternate connection details. 15. Concrete substrate shall be 3350 PSI minimum. Concrete block shall be 2070 PSI minimum. Wood shall have specific gmvity- (G) of 036 minimum. OPTIONAL GUTTER OR I�DRIP CAP (INCIDENTAL) I__1 \- %'0 THRUBOLTS 'SIX RECko 2 DETAIL 1--- OTC BASE CHANNEL) R OF ppNQR EACH IS- WIDE o0 O.H (6063 T-6 ALLOY: O 36- MAX 1N FRONT & 25X �OOC OF PANEL WIDTH B SIDES VASE CHANNEL 0O (l2' MAX AT SIDES) d (6005 T-6 ALLOY) OO OO w (9' CLEAR SPAN 00 a Y 3' (MIN.) x0.032'x2.0D EPS r SITE SPECIFIC (ELITE ALUMINUM PANEL) ENGINEER OF RECORD TO PROVIDE 00 FOR ROOF CONNECTION & SUPPORTINGOO ^ STRUCTURE DETAILS. 00 BEAD STRUCTURAL z ADHESIVE CAULKING s DETAIL 2-\ 00 0 0 (4)-014x3/4' SMS SCREWS BASE CHANNEL (TYP. EACH SIDE) 00 (6063 T-6 ALLOY) 000 00 WOOD SURSTRS O k14x2• LAG SCREWS ON EACH SIDE EPS PANEL/ SPAN DETAIL EF CR E OR rC 'H' N R CON[ BLOCK-- (2)-1;'x2y' ELCO CRETE-FLEX SS4 OR EQUAL IN EACH SIDE OF 'H' MULLION %'0 5Y- SCREW 2 12' OG aR YVx7' SCREW a 9' D.C. U1-OIa3/4' SIIS SCREWS %'0x5�' S-l2EV 9 12' aC (BOTH W/ Uf'0x0A"1' PLATE CTYP. EACH SIDE) aR WOO- SCREW B B' D.C. WASHER L 0.079• NEOPRENE (MTN W/ nf'0xal PLATE GASKET (TYPO WASHER 6 Da79' NEOPRENE. 3- COWDSITE GASKET (TYPJ SLSIPE ROaF PANEL ClYkNNEL D❑ KIM fi ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa FL 33679 TeI: (813) 057-MSS ®I.4I ISSIMFORPROWCT J N J W Z ¢Za F- �U 22M O j (L U S W ,Mn 0- Ol4'-V' SNS_ U, : EACH SIDE) W m V p In3 O WALL PANLl WALL PAIiEt WALL PANEL V/ 'N' MULLION J I . I DETAIL 1 I W Ia Llom WALL PANEL 1 SCREWS P_IEVATON - CHECKED BY. DYK SCALE WM MATE 2n91® `'D0 K/� WOOD SUBSTRATE- (2)-%"0XIj' OR 1t14x2' LAG SCREWS ON EACH SIDE OF N' MULLION ...I- VhCENS'••. CSJ R OR CIMC, BI OCK. ;= xvwry ' DDYBO�NK�A Pi (2)-�'x2ii' ELCO 7*' CRETE-FLEX SS4 OR EQUAL:PJL �''•1h1•4L ON EACH SIDE OF 'H' MULLION • 9' (t @O "TES Ts FS'�pLi. C G (4)-Opx3/4• SMS SCREWS (iYP. EACH SIRE) e, �t MULLION le, nxkdbr 0 Y.Nv,,)[0Anl,dxeWNg�C s mndb-f RASE CHANffL maR6e 1017aa16 mpfe+dddtdeou�nte adwkEmlResigm0 o1-04W omcmpkt Txhr14M'OV Drawing No. - om PLAN VIEW. A -A- SHEET 1 OF 1 IN BCIS Home i Log In I Uscr P.cgistration i Hot Vore Product ApprovalUSER: Public User Product Approval Menu > Product or Application Sr. xa w � , FL # I Application Type j Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized 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 Equivalence of Product Standards Certified By Product Approval Method Date Submitted SCANNED BY t Lucie Countv�i , Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map i Links ; Search �` -ch > Application List > Application Detail FL15532-R2 Revision 2017 Validated 0 Lawson Industries 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext226 tom@lawsonwindows.com Thomas Sotos tom@lawsonwindows.com Nelson Erazo 8501 NE 90 Street Medley, FL 33166 (305) 696-8660 Ext 219 nelson@lawsonwindows.com Steven Bailey 8501 NW 90th St. Medley, FL 33166 (305) 696-8660 Ext 287 steven@lawsonwindows.com Windows Mullions Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO VAL Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option Aif 03/08/2018 Date Validated Summary of Products 05/14/2018 FL # Model, Number or Name Description 15532.1 Lawson Impact Aluminum Tube Lawson Impact Aluminum Tube Mullions - With and without Mullions Steel Reinforcing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15532 R2 C CAC J7-1212 24.2df Approved for use outside HVHZ: Y s Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/30/2018 Design Pressure: +150/-150 Installation Instructions Other: FLIS532 R2 II 17-1212.2 df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: The State of Florida is an AA/EEO employer Under Florida law, email addresses are public moor mail to this entity. Instead, contact the office by pl (1), Florida Statutes, effective October 1, 2012, lic emails provided may be used for official communic please provide the Department with an email adds :: 2601 61air Stone Road. Tallahassee rL 32099 Phone: 350-467-1824 : Privacy Statement :: Accessibility Statement :: Refund Statement If you do not want your e-mail address released in response to a public-rewnis request, do not send electronic a or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275 aes licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The i with the licensee. However email addresses are public record. If you do not wish to supply a personal address, which can be made available to the public. To determine if you are a licensee under Chapter 45S, F.S., please click here. Product Approval Accepts:: lay:: ;d �: t�: Iov"9T-ilpxl: F-9 Credit C,aarcl Safe M IAM I-DADE Ma DEPARTMENT OF REGI)LATORY AND EO BOARD AND CODE ADMINISTRATION DA NOTICE OF ACCEPTANCE Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 RESOURCES (RER) MIAMI-..MADE COUNTY PRODUCT CONTROL SECTION 1.1805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCO+'E: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed. at d 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 (A -U). This NOA shall not be valid after the expiratio i date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than. Miaini-Dade County) reserve the right to have this product or material tested for quality assuratic purposes. If this product or material fails to. perform in the accepted manner, the manufacturer will incur the exper se of such testing and the AHJ may inmiediately revolve, 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: Clipped Extruded Aluminum Tube .Mullion w/ anti Wo Steel Reinforcement— L.M.J. .APPROVAL DOCUMENT% Drawing No. l through 10 of 10, dated 04/27/10 and last revis Thomas J. Sotos, P.E., bearing the Miami-] Acceptance number and expiration date by the MISSILE IN PACT R A T]WG: Large and c Limitations: 1. See Non -reinforced mullion tributary width width (Vi) V S span and type in sheet 5. See 2. See clip anchors type selection in sheet 10 a 3. Lower design pressure of the mullion and/or reviewed by .AFIJ. LABELING: Each unit shall bear a permane following statement- "Miami -Dade County Pro ' +NEIVAL of this NOA shall be considere change in the applicable building code negative TERMINATION of this NOA will occur afti materials, use, and/ or manufacture of the prods for sales, advertising or any other purposes s section of this NOA shall be cause for ter7minat ADVERTISEMENT: The NOA number prec expiration date may be displayed in advertisin done in its entirety. INSPECTION: A copy of this entire NOA sh shall be available for inspection at the job site a This NOA revises NOA No.17-0222.13 and c- approval document mentioned above. The submitted documentation was reviewed by W-IVIL-1.001 Rev D, titled "Aluminum Tube Mullions" sheets 1 on NOV 21, 2017, prepared by manufacturer, signed and sealed by de County Product Control Revision stamp with tl.ie Notice of iami-Dade County Product Control Section. MiAle Impact Resista.:t W) VS span and type in sheet 3. See reinforced mullion tributary aullion apes and properties in sheets 2 &; 4. id installation in sheets 6 thru. 9. glazing product may control for the entire assembly and to be label with the nxanufacturer's natue or logo, city, state, series, and ict Control Approved", unless otherwise noted herein. after a renewal application has been fled and there has been no affecting the performance of this product. the expiration date or if there has been a revision or change in the t or process. Misuse of this NOA as an endorsement of any product, ell automatically terminate this NOA. Failure to comply with any a and removal of NOA. led by the words Miami -Dade County, Florida, and .followed by the literature. If any portion of the NOA is displayed, then it shall be 11 be provided to the user by the manufacturer or its distributors and the request of the Building Official, nsists of this page 1. and evidence pages E-1, L-2 and E-3, as well as 1. Chanda, P.E. NOA No.17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 Page 1 Lawson Industries, Inc. 1. Evidence submitted in previous flies. A. DRAWINGS 1. Manufacturer's die drawings nd. sections. (Subrjtiited under° NOA's No. 02-050.1.05 & 9S 1212.09) 2. Drawing No. LAW-ML-100. , titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" t ' ck wail aluminum tube mullion, prepared by 'Hurricane Engineering & Testing, Inc., est ReportNo. IICTI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under A10.4 No. 1 2-0501.05) 2. Test report on: �.) Un.A�olAA4 Static ALL PreSSli1v 1 es'y I.oadtng per 1`P)l., IA 2U2 �4 along with marked -up drawi cgs and installation diagram of 120" span aluuninnum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Soda, P.E.(Submitted under 1YDA No. 02-050.1.05) 3. Test reports on: 1) Large Mis ile Impact Test per FBC, TAS 201-94. 2) Cyclic ind Pressure Loading per FBC, TAS 203-94 along with marked -up draw-ir gs and 'installation diagram of 120" span aluminum tube mullion with. C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing)) Inc., Test Report No. HETI-02-1.71.6, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic `Vied Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engine, eying & Testing, Inc., Test Report No. BETI-02-1718, dated 8/27/0, signed and sealed by Rafael E. Droz Selo, P.E. (Submitted tinder NOA No. (2-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, .Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing,. hie., Test Report No. HETI-02-1717, dated 08/27/b2, signed and sealed by Rafael E. Droz�Seda, P.E. (Submitted tinder NOA No. d2-0501.05) 6. Test report on: I.) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 • 1 •� •:: I n rr a rF .agr n ...long vv�txninann'ed^up dravvin'g� and n1xatuulu�101'x d�u�xuI%i ofuri, uli'mniiLLii n�ird]iigT l"all door, prepared by Fenestration Testing Laboratory, lnc:, Test ReportNo. IFTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E.(Subfnitted under NOA A17. 951212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum; horizontal :Aiding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration_ Testing Laboratory, Inc., Test 'Report No. F i L-1333, dated 02/13/96, signed and sealed by Gilbert Diamonid, P.E.(Subtrritted under NOA No. 95-12.112) Ish q I. Chauda, P.E. Product Control Examiner NOA No.17-1212.24 Expiration .Date: May 30, 2018 Approval Date: February 01, 2018 E-1 Lawson Industries, Inc. OF C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/1 0 and updated on 01/25/12, .prepared, signed and sealed by Thomas J. Sotos, P.E.(�Suhnd, ;ed under.NOA No.12-0127.07) E. F. QUALITY ASSURANCE I. Miami -Dade Department of MATERIAL CERTIIFICATIOD 1. Nome. STATEMENTS 1. Statement letter of conforman 17, 2017, issued, signed and s, 2. Statement letter -of no fmancia Sotos, P.E.(Subrnitted under 1 3. Laboratory compliance letter 1717, HETI-02-1718, dated Hurricane Engureering & Test (Submitted under 1V'OA!Vo. 0. 4. Laboratory compliance letter dated 02/13/96, both issued Gilbert Diamond, P.E.(5ubrni; 5. Letter from manufacturer req test, dated 04/07/17, signed by G. OTHERS 1. Notice of Acceptance No. 1, Extruded Aluminum Tube 11/06/14 and expiring on 05/31 2. One year approval, subjected t 2. A. New Evidence submitted. DRAWINGS 1. Drawing No. LAW-ML-1001. 10, dated 04/27/10 and last rev sealed by Thomas J. Sotos, P-E Note: This revision consist of e B. Test 1. None. C. CALCULATIONS 1, Nome and Economic Resources (RER). e, complying with the FBC 5`1 Edition (2014), dated February tiled by Thomas J. Sotos, P.E. interest, dated 05/20/12, issued, signed and sealed by Thomas J. . 'OA No. .i2-0127.07) Dr Test Reports No. H:E•TI-02-171.4, HE11-02-171.6, HETI-02- 8/27/02 and HETI-024071, dated 09/16/02, all issued by rig, hic., signed and sealed by Rafael E. Droz-Sella, P.E. -0501.05) :)r Test Reports No. FTL-1376, dated 0.1/31/96, and FTL-1383, y Fenestration Testing Laboratory, Inc., signed and sealed by ed under NOA No. 02-0501.05) esting a 1-year extension to allow time to perform verification Nelson Erazo. .08, issued to Lawson Industries, Inc, for their Clipped w/ and w/o Steel Reinforcement — L.M.I.", approved on 17. successful verification test. D, titled "Aluminum. Tube Mullions" sheets 1 through 10 of on NOV 21, 2017, prepared by manufacturer, signed and itorial changes of FBC 17 (6`h Edition) code compliance. Ishay I. Chanda, P.E. Product Control Examiner NOA No. 17-1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-2 Lawsou Industries, Inc. D. QUALITY ASSURANCE 1. Miami Dade Department of E. MATERIAL CERTIFICA 1. None. F. STATEMENTS 1. Statement letter of conformanc 11/17/17, prepared by the man 2. Letter from manufacturer requ test, dated 04/07/17, signed by 17-0222.13) G. OTHER I. This NOA conditionally verification test. and Economic Resources (RER). to FBC 2017 (611 Edition) and "No financial interest" dated acturer, signed and sealed by Thomas J. Sotos, P.E. ting a 1-year extension to allow time to perform verification Pelson Erazo, Senior Design Engineer (Submitted under file 4 # 17-0222.13, expiring 05/30/18, subjected to successful Ish q I. Chanda, P.E. Product Control Examiner NOA No. 17-.1212.24 Expiration Date: May 30, 2018 Approval Date: February 01, 2018 E-3 GLAZING PRODUCT LlANCHOR/CLIP ANCHOR/CLIP ITORIZONTAL MULLION VERTICAL` VERTICAL MULLION MULLION GLAZING GLAZING GLAZING O: PRODUCT PRODUCT I I PRODUCT �i •A:NCI:OR/ CLIP GLAZI G PRODU L 7GIAZINC i- 3 } O MULL%U4 SPAN --II + wa ANCHOR/CLIP ANCHOR/CLIP GLAXI,NG VERTICAL- MULLION GLAZING GLAZING C,¢ {i PRODUCT I PRODUCT GLAZING GLAZING PRODUCT PRODUCT W7- w'IDTLI (W) wT+ wR� z_'_�J TYPlCAI__wMULL!JN.__.[ RA IGE_M-� I-S 1 MILE LION THESE MULLIONS ARE RATED FOR LARCL MISSILE IMPo1Cf AND CAN FE USED Wllll ALL IAYrON'S MIAMI.-OAD- COUNTY APPROVED, IMPACT AND NON —IMPACT PRODUCIS. REQTA_NCULAR ALUMINUM TUDE M('•I L_ IONS USIN(,-MULLION PROPERTIES„_QN.L GENERAT NOTES: REQUIREMENTS TH15 PO F THE NAS BEEN OF.SODE (2 14 COMPI_T WITH THE ,Rl,n)INCLU OF THE TLELOCIT OHURRt CODE (ZOI4-Z). Edition & Z017-61L Fdfan) INCLUDING lBGII VELOCITY H'JRRIl"NJE ZONE (HVNZ). 7. ALL GLAZING PRODUCTS USED W;IH THESE MULLIONS MUST MEET 'HE APPLICABLE FLORIDA BIOS. CODE REQUIREMENTS I.E: MAND LOAD. WATER' INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS 61C. 3. I✓.UILNONS ARE APPRO\[D FOR IMPACT AND NON—INPACT APPLICATIONS. INCLUDINC WINDOWS. DOORS OR COMBINATIONS MAY UE MULLED. C, WOOD BUCKS BY OTHERS, MUST BE ANCIIOIWIU PROPERLY TO TRANSFER LOADS 10 THE STRUCIURF. B. ANCHORS SHWA BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERML SHALL BE OEYOND WALL OR2SSHU OR SWCCO. S. ANCHORING OR LOAONG CONDIPONS NOT SHOWN IN OIESE OETALS RHE NOT PART OF THIS APPROVAL. 7 A LOAD DURAHON INCREASE IN MIOWASILE STRESS IS USED IN DTSY.N OF WOOD ANCHORS ONLY. S. MATERIALS INCLUU'NU BUT NOT LIMITEC TO STrEl OR META_ SCREWS THAT COME INTO CONIACI WITII OTHER Vl,,SIMILAR MATERIALS SHALL MEET' THE REOUIRL'MENi5 OF THE FLORIDA BLOC:. GOOF. — SECTION 7003.8.4. N: I I LQN.,.A_ I,te NO . I. 'OR MIII,LIONC WITHOUT REINFORCEMENT REFER 'FO SHEET 2 OF !^ FOR DETAILS AND NOTES. REFER 10 SHEET .3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS MULLION 2. FOR ': IONS WNTH rL. _RCEia NFORCEMREFER TO SHEET —_.__._....� 4OFI10 FOR DETAILS AND NOTES. REFER TO SHEET U OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS j S. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHF.FTS I 3 6, 7, 6, Ec 9 OF 10 FOR DETAILS ANO NOTES. RE: F.R TO SHEET 10 0' 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 I x 4rwlAucrKBn ZI C•.xVi4Y>¢xJ'a�Jhihi P .INIa11Nl B:uh�;..ol� w ,� Ib99 .136 IW. .Lao 1 �----"- I 2 X 4 n 1500 -! I +4SQo_. T�LB.E "Go" FRAME lil MULLION 606]-T6 /� NOTCH 1.' 16.99J .ZxLUt3F i i M I ION ! Ew. T% MUI.' NCI -I': 6063-TO NCiCH_ '� aFrtoNAL \ i I -NOTCH �IjI1 orna.'N. y f•-.125 MN. z40a I Li @4011 CUP STANBAR) TUITIUR SWES IVa. WAIL . 125' ALL ALLOY - 606.3-16 fPIGAL _A7M6 PRODUOr —A.O9C� 3.000 x.Ow--I MULLIONS G2n?{ylNlfv(t ;fYN14A( _G A IN^y P�,QO_lfG.)S I_IORI_ITAL OR VERTI f1, SEE MiNDOIN OR POOR u AWAL =OR rASILNTRS SITES AND SPACING 1 % 2 1.bB8' us[ ClwR' 1 % 3 2.688• .�R D[TUINRIE ,S1T.P__AI2 use RCOUIREM ^c x 4 3.688' $,'EF...3 LSF. COYN APPAWnt. B X 6 5.688• I .T.f �'_ 4 6P[C,FT 0 1. ALL CUPS AND ANGLES ARE TO FIT U6 — $;TeP i — Op511 SNIJG INTO TUBE MULLIONS.. 'STD 1 2. WERE ANGLES ARE. NOT FIT SNUG ! us'afG ANC INTO TUBE MULLIONS, SEE OPTIONAL AI"OR DETAIL AT SHEET 9 OF 10. .1 $TFP 6 ON GNT.R ufME 1HN LL62 125 C �Y e p IIIT� —IIIII ISro - � h xAro i -N9. ].� O I _3 a,IG2� I 3L00 I .119 �{•- � � 1 �� m I-'.. •+on � �l gg .102-�1I' II L099 '+1 136�I! 102- I- FILOD-•I .166 I .07�II_�`—.� W $ I I.WO-Y ! I. -LIAR-.. h1.OG2-ti .1.100--1 h:,Ofi7-•1 2 �j ix R X A I x 3 I x 3 i X 2 1% 2 N MUL„IQN S. VOK i�-U111Q f,IISTOM u_l UPIy I ,GU, TOM Mlll I.1(]N _GLIS,JOM MUI I ION 33-TS 6063-TO W63-T6 $063-16 606316 20 070 iIx1.000 i: '6x: 0.950 i0.330 n: 1.05iSxx n! Sxx: 0.667 ins Sxx: 0.633 ink 0.370 ink Sx0.330 n� NN fPnMf) (TP FP!E) y' u m, o-m ou' O E ; `; -90e �z1z•z4 .I2n IA60-y A23 1 I Iro �- i-LBBB i 125 ��ai tt auao �' �I eroB (! 1cd I x 3 1 X 2 GI Tn 2%6 6033-Te 6063-TS rX 4 Ixx: 2.070 in: Ixx: 0.950 ii Ixx: 0.330 A!�Sxx: 1.035 :re Sxx: 0.633 !r.J. Sxx: 0.330 ini UBE ITMULLION G IBS-I6 608J-TB i C � 8.780 1, z a u in. Ixx: 2.980 in. 1,� 2.760 ink Sxx: 1,490 1n? A Pr r �— RE TC .4NGUt.AZ_41,!IAAINUM ?L'©C MULLIO*IS a m o Tt 4alSF_,!_OLL rN r Fl "L aD cRAPFS as FOuOWs. Tl if -SC .RULLIOA:S ARE 2t.'CD i'CR If+RCE MISSILE IMPACTI „I•"'Tf ,1•;Y <7q ;A AND CAN HE USED WITH A.(L. LAVISON'S MIAMI-OADE :a: `ti,:,• [,. ` SIGN I.aAa R[PunEo FOR rAmlcucut orwwe. . 71�'t• COUNTY APPROVED IMPACT AND NON -IMPACT PROOIICTS. 0 f•IAZRIU PNUVU.ns M[fll•W A6CK LW0 ION TO MULLION AS P_-� PRODUCT ��+i r'•+, �T xy E: ?,�J• NOS:ss- wu SwM sluclNc. 1. REI'E'R TO THE GENERAL NOTES ON SHEET '�NONSHEET 3 OF IU SCUO7 VULLION SIZE 1 OF 10 FOR DUILOINC CODE CCMPLIANCC. '3 t• sJr fO O ODRC — O6AICN LOW 6PECIFI[U Y . ovE. 2. MULLIONS MAY RE OR'ENTE,O VERTICALLY 0R I —LI ON $H[E1 6 NIRJ B ANO ANCHCN OHARIS' HORIZONTALLY. ! s ' �',f•''••�... el •p1�5' sF CCY A+CHCR PPE vnlw 9[slcN aanxc 1 3. REFER TO SHEET I ''OF 10 FOR TYPICAL MULLION IC OCODN SMOG SPCOIFIC) IV S10p I ABOVE. I ARRANCEMCNT5 OR `aTAcm CONFI:URA.TIONS. , 48 38.3l8"07o....39 150,0 150.0 160.0 150.0 48 744/4" - 30.6 66,8 95.8 150.0 48 120" 15.854 137.8 150.0 150.0 150.0 54 I - 27.2 59.2 1.2 111.1 54 202 56_1 80 123.8 150,0 150.0 150.0 80 24.4 633 78.7 1442 fA - 18.266112.6 150.0 150.0 150.0 66 - 22.2 ' 48.4 69.7 131.1 66 16.5 45.9 72 103,2 150.0 150.0 150.0 72 - 20.4 44,4 83.9 1102 72 15.1 42.1 78 95.3 150.0 150.0 150.0 Tfi - leas 47.0 69.0 110.9 76 Sg,g 18 89.3 1500 150.0 --_150.0 150.0 150.0 18 I - 55.3 122.6 150.0 150.0 -18 - 31.6 45.5 128.4 24 s7.0 150.0 150.0 150.0 24 I - 42.2 82,0 1324 15010 24 23.7 34.1 94.8 30 53.8 142.3 150.0 150.0 150.0 j 30 - 33.9 73.6 105.9 150.0 30 19.0 27.3 7518 38 44.6 118.6 150.0 150.0 150.0 i 36 1 - 28,1 81.3 88.3 150.0 36 15.0 22.7 63.2 42 38.3 101.7 imo 150.0 150.0 42 - 24.1 52.6 6.7 150.0 42 - - - 19.6 54.2 48 60.518" 33.5 89.0 1454 160.0 150.0 48 84" - 21.1 1 46.0 65.2 14QB 48_-_- 132" - - 17.1 47,4 5a ._ 29:8,,,_ ,. _, 79.7 129.2 150.0 150.0 64 I_-- . .1.8,8 40.9 Seas 1252 64 - - - 152 - 42.1 60 25.6 71.2 116 3 _ 15110 _150.0 I 60 - 16.9 36.8 53.0 1127 60 _ _ 37,9 66 24.4 64.7 105.7 156.6 150.0 66 - 153 33.4 48.1 1024 66 72 22.3 59.3 96.9 139.5 150.0 72 1 - - 30.7 44.1 93.9 72 78 20.6 54.7 09,5 1288 150.0 78 1 - - 28.3 40.7 66.7 78 - - - 29.2 18 02.8 150.0. 150.0 160.0 150.0 98 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 24 48.9 135.1 160.0 150.0 150.0 24 - 283 61.6 88.7 150.0 24 - 18.3 26.3 73.0 3 37.5 108.1 150.0 150.0 150.0 ( 30 - 22.6 49.3 71.0 150.0 I 30 _ 21,0 5gp 36 31.3 90.1 150.0 ' 150.0 150.0 36 - 16.8 41,1 59A 143.8 36 17.5 48.7 42 26.8 772 131.1 150.0 150.0 ; 42 - 16.2 352 50.7 123.2 42 - 15.0 41.7 148 67" 23.5 67.5 114.7 50.0 160.0 48 GG.. - 30.8 44.3 107.8 48 144" _ 30.5 64 20.9 60.0 101.9 146.8 150.0 64 - 27.4 39.4 85.8 54 _ _ 32.5 60 leas 54.0 •91.7 1321 150.0. 60 - 244 35.5 BB.3 I 60 29.2 66 17.1 49.1 83.d 120.1 1500 66 - 22.4 32.3 78.4 65 28.8 72 166 4500 76,5 WWI 16D.0 72 _ _ I 905 296 719 � '72 24.3 78 - 41.6 70.6 101.6 150.0 78 1 - - 19.0 27.3 66.3 78 _ _ - 22,6 13 463 _ 133.4 1 150.0 150.0 150:0 _ 16 - 26.5 57.7 _63.1 150.0 16 31.0 SGA 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 82.3 150.DT7A - _ 23.3 04.6 30 27.8 80.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 _ 18.6 51.7 36 23.2 66.7 1252 150.0 160.0 36 - - 28.8 41.5 113.8 - 155 4219.9 57.2 107.3 150.0 15011 42 - .1 35.6 e A I36.9 48 83" 17.4 50.0 93.9 1351 150.0 48 100" I - 21.6 31.1 85.2 160" 323 64 15.4 44.6 83A 120.1 160.0 � 64 I - 192 27.7 75.7 � 287 60 40.0 75.1 108.1 150.0 60 17.3 24.9 68.12,r,886 36.4 G8,3 98.3 160.0 6B - 15.7 ?2.7 62.0 23.5; 72 - 33.3 30A 62.6 676 Bowl 649 150.D 15AR 72 78 1- - - - 2D.8 l99 Seas 594 _ 21.5B ..." , WJPRQ`rML N(r.LWN TYPICAL MULI,�_BIJN ARI1A uwacr•ME14?5 VFANGL ` PRGAUCT NULVGN __ � Ai',}IES i9 Be IN3CR19zTi 2 rv915L n_C1 GULNi G�wDC LINING GLAZING Nnff:, PROD'JC7 P.aouvor SIN MULL!ON FKrED IN THESE CI'IARTS MAY BE ORIENTED sl s VERIICA LY OR HOR17ONTALLY. P uer agowci QNIERP LATION BETWEEN WIDTHS A-UL04YED) ROA•JC f Rlh'1S6`A i�sbma++aN LScPlwt4, w4l� 0oea Aoerplanre M �[,212.2y P�m 1k'Z FTai r � aaoD Taw I � `W,NDaw FlN.ME DX 6060•T6 .63`15 1 T,O 1x Mu1.nON O�v eoe]-re NmcR C ` ovnoNM Nc1a f-� •o2nowL j 127 4D1. ANGLE 9-LIP boa] -re SINPES N.t MQLL10NS CUN_AIN!�O iYPI�AI,_ClAZI,VC-,PR-Q.Qj- $ BPa1Z9NIAL__ F. Y.rR11CA. SM. K1N)= OR -O o APPNODAL FOR FASTENERS - S .9 SPAONG 1.688' Z698' 3.688' 3.68B• 5.688' ANGLES ARE TO FIT IULOONS. ARE NOT FIT SNUG MLOW 5� I T C JI.-.66D I —J12 F-IOw 5w__. y .6PP ' ___�• O O 1 fT .... .Ow I .ItS 7.w5 I II 3.Jaa ]A62 o n C O ..wD]b29 to 1 Lzoz' o L -•.10 —1. I �_ 1 1.15a.�I 'F-TaJ0+�1 :2 N �IA6v^^•� J.—__,.� h:A62—! 1 % 3 .{{{___I.I6P--,111 : .7 1% 4 I X 4 570. TI1�E-MI11l10N 1 x 3 ? 5 0 Zed Mu1�l� 3TD. Tu M ! I loy I x a fiQa-T6 cusroM t.,N IoN w60a]-6 ' MIinI 6Ce]-Ts 0 To - 0.709 nIx4.709 Ix,: 2.168Ink Ix: 2.168 nIxx: 2.218 in: S445 Sx1.445 nSx: 1.479 .n�2.355 In. xx: 2,355 1.' Sx1.0 0vi �L a 1N6E FG(flN MATE) I C Z ri 2.ow.... , •I IE. .7 T j �I IIQ1 Q 5 AID SY.S I. � OID' OG t9rDL11CRF61{y1wNp ��P4P�Wit9 tl:e Fla1$SD C. Sw � I I � AtteFWxra Ns {_7 IZ!E•Z�{ CspJryNxR WtD $ 2% 6 2% 4 I IVAE MiILLISIN STn. TURD yuki!gg 6c4,-ra aea]-ra rx 19.648 in; Ixx: 7.649 ink Sxx 6.549 ink Sxx: 3.625 inl .._._ N�'^NtiV.41�(i.E;..L!9.IH{IhLJSllft._IiULLl4NS 41 c ,,. USE C1YRi AN0 DRA=Ni n5 T., F JMJN.^.^ M R� I._10N,_PROP RTIFS .Q.1 Y DETERruxE IjESION LOAD REWIRED MR vMICUW THESE MULLIONS ARE RATED FOR LARGE. MISSILE IMPACT OPflow I =E w=xaJLn AND CAN 9E USED WITH ALL IAWSON'S MIAMI-DADS ,COUNTY D Z'ND-DDlicrs uEC,D. N,I \DAO PFON11twuE s. APPROVED IMPACT AND NON-:MPACT PRODUCIS. US=E`OnNECROII 10 MULLION AS PER PRODUCT VIV NOTES', 6vECRY u IYUN swN 9PACwO. 1, REFER TO THE GENERAL. NOTES ON SHEET SHEETto SiDNilo ILJON SIX WIm,M ' Of 10 FOR WILDING CODE COMPLIANCE. DE50Nr RAl� or IR SIEP I NAVE. 2. MULLIONS MAY HE ORIL'N rF.0 VEf711CALLY OR JOR VNO ANCHOR P"T ONSNEE'T 6 INRU 9 AND ANCHOR "S's RrFEIR NTALIY, ON SH">ET D. NDRE —INrt SELECT MWOR PIPE W.. OES'.;N —INO DESIGN Laos 6P C) Iv STEP I ADOVL i J. REFER TO SHEET I OF 10 FOR TYPICAL MULLI04 ARRANGEMENTS OR STACK CONFIGURATIONS. N i 38- 318" pi-mll-M ST" 160.0 130.5 63" ffe � uC4 UL➢- Wn2iAC ^U1ZwG O PROOUCi PRODUCE j a VI E'JUnC CU21�p PRCDUC! I PROWCi 74414" 84" 98" 38 42 48 10B" 54 60 66 72 78 u wuwn IULLIONS RATED IN THESE CHARTS MAY DE ORIENTLO ERTICALLY OR HORIZONTALLY. !NTERPOLARON EIETWEEN WIDTHS ALLOWED) i WIDTH I (VJ) � Y!1 2 h W2 �i 120" 144" 20.8 150" 22.6 49.0 79.6 16.9 30.7 59.7 29.4 47.7 24.5 39.8 21.0 34.1 18.4 29.8 16.3 25,5 23.9 21.7 19.9 18A Pf�UtItt ACLF ha49eR� ry�T�yCH.e• Fio1H1 eeem No 1 2: F.Zy �.J 1 1 4" MIN. a/'A• / I-I/2' VIN. NOUp PENE'RA OV EDGC CIS'. 2 PER CUP (I ON FAC4 sa NG) L_ I II 1 II.-TI i 2 � \ � xupu Er cX" i 3/4" MIN. y/16- TAPf.M4G EDI.[. V'jT• 1-1/2' VIN. IHXIU PEwtw.ION - I 1 PCF ANG O.m.s ao J l d ___."____i 1 ] pri woar DEC.wc% 'I U LI `iWYZANCLEB• ' '` ALL CUPS AND ANGLES r0 FIT AITCRW 'OR La tloN • INTO TUBE NU_UONS. TAPCONS MAY BE HEX OR PIN ANCHORS TYPO 'A' . 2 ANCHORS INTO WOOD 1 1 4" MIN. 5/16' ;vcOns / 1-1/2- M'N, MOO PENLTMTpN' E GE DIST. •PEN EVP Ct TIN LUN nnc} i 21 r 1.'✓._... _ —A J I 11. 1/4' NIT . ii L_A1I ___ -------- �' l ROATMp CL'P BUCK I ANCHORS TYPO 'B' 4 ANCHORS INTO WOOD MIN. EDGE UIST. 2-3/16" CONCRETE OR } 4FLIOW BL CK 5 /16- INN.Tracoxs 6/f6- f .ANS t-J/A" NM, Eu3E0 e E,.. I-]`�' . ENBEO INTO wSCNTT ww IMSONRY � F 5 -+y{I IY • PFA CLIP (2 pN ACN YnNO) E PER ANCL n O 11 �1 I� n iI� j_ I �l� • n wl S I -II II 1 _�z z t _ r2MJlB" Ii i1 ii ii �eii 2 0 N---------- woo 1 wooBI.'B( 1' .I l+% RO4TNG CLIP V u.2 11ALUM�inCLCtl• a o \ i ' < ANCHORS TYPE '()' (INTO BI.00I<1 �) E ANC:hiOFtti IYPt 'G' (INTO_ �QNGR-TF `/+�~,z z 5 ALL CLIPS AND ANGLES TO PIT SNUG 4 ANCHORS THRU 1X BUCK `b/ m I j INTO _CONCRETE OR BLOCK INTO TUBE MUWONS. TAPCONS MAY -BE HEX OR 'FLAT HEAD. 1 x4 & 2�x4" MULL 11� a O E, MIN. EDGE CIST. 2-3/I6" CONCRETE. OR <" 1'IOLLOW B_l.D K ,ryµ16' TAPco.s 5/16" •MOONS I-J/d• MIN. ENOEp ip E•KONRT 1-J/A' VIN DINED INTO RASCNRY \( C PER CUP (1 ON 1.4 r6J 1 PFA I+NXL \ _ VWD -'} I -IX `UONNNC CLIP IIN LII -0 P.ANCLE • IT it s ANON:,; 'TYPE '.r' (INTO GLOCKI " � � a � rWG IORS _TYPE 'r'(IIJTO CONCRE'E1 � � E 2 ANCHORS THRU 1X BUCK EL �'°••r. INTO CONCRETE OR BLOCY. � v`DLE•x :�I y t, `.,1 fRtOOOCf Af'yTppg mxob'I'SM161k t7nlLd beld!yy °1.!!' j•. `+ ri Ot E,"1^ ^'s ", N o- _- Zle 5/0- T-- M E GIST. 1-3/4 min. aMR) —�nft 0 N. EDGE 2 PM C., 4' 2-3 16:t GONGRET9 OR VASOnAl ,-3/,- N. WBED IN16 SP HOLLOW BLOqK J 1 4" 1 'En AnGtC II to cm I —E. DL.M II II ---------- 2 x 2 x yal PE 2 %CHDRS INTO CONCRETE OR CEMENT BLOCK� ----------- MIN. EDGE DIST, 2 31 - LONGOR 5/16- TAPCONS 4' F,6LLOw 9- CK INTO 1 3/4' M EV11:1) InT. UnOMY {PER Cup (2 0-4 w. WINCI 2 PER AnCLE Z vcoq,�Ew wl 1I -- If a-- CLOUT -------- - nac �j b. J. L4j - 3 1 4" WIN. > .1 E- AyCH QR!j 'It-, OCK_ -- _�fjF___) _LI _(_ -L -TQ-B 41 ANK-H-QRSAYEL-'-U-UNTO CONCRETE) kj 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK & 2".4' MULL ----------- L II ON EACII WIxG) D 1-3/4. min. EmBE 51migo Ms.- 1 4 PER aw (2 M E�i t=) II j i if : T.-4-0 iii k ALL CLIP$ AND ANGLES 10 FIT" 4 1 TUB SNUR 'I -f II II f A TAPCONS[NAMYUIB1E1oNiiSE-w OR rIA1 =—Ph, 17-12v?. INTO PEA CUPS OR ANGLES CONNEC-,EO DIRECTLY TO WASONW TO BE Roii&�*D� WITH ALKAL;-RESISTANT COATINGS, SUCH A$ BITUMINO PAIN OR VNTIIER- TE Ll"CRYLAII. [ACQUEn. US T 1M. ED- L, I ll:q -if -I E, 14 111 a J. EDGE DIST. 6" CONCRETE OR ]fie MULL 3/A" r--r- 3 -3/4' —fl MIN. 5 it/I6 MAN. EDGE GIST. 2-3/16- CONCRETE OR 5/I6' IAPLON6 la/a' MAP. EMBLT) ACM WSONRY 4 PBI CUP (2 ON FAt71 WINO) j CLIP LENGTH MULL L_I_ c' X a 3.680' B X 6 5.684- - '�ue N6:L s/I6';IwCoNs — 1-�/a' YA:. EYOED eR0 I xM 9 AEa tt�P (2 CN EI:.N YWG� T 3/a" - IAIN_ I _.f I q J I AN-P-D ';..TYP .,_E' (INTO i3LOCK) AN�HO(2$ TYPE 'N' I N''0 CONCRETE] ams aR . ANCHORS INTO CONCRETE o BLOCK W171-4 ALN 2'K6" MULL SHOWN WATER-Wlil I-S AND ANGLf TUBE MUu CN; Is VJIY BE NCI`__ -_ { ANCHORS THRU !X SUCH INTO CONCRETE OR BLOCK DIRECTLY TO MASONRY TO BE PNOTCCTEDI 2•Xfi• MULL S.C. SUCH /S BITUMINOUS PAINT UR JER A:eonocrRa'sm s„ �P�� .¢y�KNO-12f2.1y b� Zk� a 5 2-3 16" OONCRETE S/IG eras / OR I •3/6' MIN, EMBED 11.0 MA Nw 1-1/w. 4" F10LL, OW BLOCK r' Tovu. (2 oN ual KNG)- MJN. a v ' n I . ... 2 -7/16" MIN. 2.4 w 2e6 Moo-- I I t E ♦ I I I _ 2i2Y I/f II ------------- 1 LJ I..i !GUAR MGIE i, I I CLIPS OR ANGLES CONNECTND DIREC'LY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MEIFIACRYIAIL LACQUER. AOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE .. MULLIONS. S/Um,ml j1< 1-3/<' N. D1dC0 RTD Y1501(il' 7 Pr7t u:tG[ 2 ALUM . Ic ' w\GLE IIN. EDGE DST. '16" CONCRETE OR _ OL10W BLOCK I I � 4 0 7 1 3/4" OPTIONAL ANCHOR DETAIL. MIN ANCHORS INTO CONCRETE OR CEMENT BLOCK UP LENGTH LL .1 1.698• 3 2588' G 5.6BB' S ANO ANGLES ARE TO FIT TIME MULL'ONS. iMOLES ARE NOT RT SNUG UULLIONS, SEE OPTIONAL tNI AT SHEET 9 OF 10. AWARCM. 2 CUI 10 Ff SIIIC INSIDE T'JOE / ANCHORS IYPE MEIN. 10 METAL CONNEGT10N USE CHARTS FOR ANCHOR TIDE T TO VERIFY CAOACIIY OF CONNECTION .L CLIPS AND ANGLES TO FIT SNJG TO TUBE MUL•JONS. PCCNS VAY BE HEX OR FLAT HEAD,I s a S �fi �� Ii a ��ar`sse'e'nn.i�ffi�ie�aa --a--s----lgs®>a;� V`ySPANULLIOh� — + }i 1 K A l `r E 18 a016 eg#Ot- 148��------ffi.�'.. z :j - dvam8om'�S e I RTICPL MULUO SPAN l g W, i; W7 U ? 4 N ?n Sm m00 IO Ny"J ��A� t2 a "y o4 axe a m^��T- - - - - - - - zn_w�o:+� C ;8= -"i P.9ffi$osOiHHffi»dffi p a ,4 01 - _ b`=M �ogvlt a 8r--8-8--- k�Bt�mR �r z. FZUf o i8'N;1Fd 8 �gaaa,gases - -ss�rae OJ s or yc a xna}x yc 'f688;3"a 8 a i 6 3ma=$g - �=� 6, 525 '8�ffi9'�J':IFB )588h3ma� c zo' � al tl9Pzi$9 Y15 Wsa@;T C, or �NA �z m �tl>HBbkex08U82im�ffiI i €oussr't3xax�rssesemo�a�� -- _ I v' B S8ffi188'y a tt88 El va , uSS'--------ffi8s a�i eati e'T. (ffi;H�u=�L888; o:: (n )s (�l915 �S4 me d---8--EiS S----------- FO� ESb t58� e8Z%5)579 )4E7i tS Y:6S Fm yp 3 S----- --��t7�i4 fSEiS FS 758S9 �cT E g'sSSgs S 6S gilt 692 SoB�o �x EafJJ8ffE--, ��)3,Yni388d88i33- s e;Srffi&EtX>m '�AE1E!f�A�A I�I�l�II�!l�JI�A!l�JI�S!�l� ffi 19 8 UIa 6 818 8 8I IR WWWYY WWOWN0®1. HIM111111-11111-1-Oe`1`111 m® Hn E8d�0)S5>a;-��sssr�sm'�� "-Ysu28a'a8 sslo)affi`ffi�s^=g9� R&P o ^�� mffi&Ci6�a 9999 ffi1;8&'gym ga�8G E8&a;m ffi��;I�s8�o�8t�'s g� F I{{ - :d aeaa eae LS8888G F7 a'da�ii l35;Etl�8FB62.a 31y 841 EI �� jaeee�sffi�e's��N ar$ffim�$�5smr�e3ee��o�m�a�r�s�ma$b"ss�� 18ffi5ffi� N oB ffi8ffi�88 ffi?3i88 mffiH ���$»�$8898 z? 988Y.388$ : YROF65510 L ENGINEER •ani im=Y��&E7Q>SIw % 88Y)E('� �i��u��88u 1n°8N9 u9�BggEt,n �m=ffi®�8 �g 3. ON850E'N.W. 3 90 ST. _Re�1 ,4d Ja lv roe tie FPC- CIE MEDLEY. FLORIDA 33165 G Coonce r/ F00 PH No. (305) 896-8660 = c ; 0. ConoCon ./ tCc C:n EQ.1bn Clo=:) MANUFACTURSR OF QUALITY ALUMINUdf WINDOWS AND CLASS DOORS rf �oa,'��ny;N. RRAzo W w ALUMINUM TUBE MULLIONS -- ajpl•ti t` N. FFAFv i :VC=A^ C11P/ANCHORS OEEIGN PRESSURE CHARTS AND CENER.ti. NOTES