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HomeMy WebLinkAboutNOA'S E-S MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA QQ t�� PRODUCT CONTROL SECTION DEPARTMENT OF REGULAT0RThDWOMMIC RESOURCESI(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION I T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA) tiY1Yw.miamldade.1OV/economl Lawson Industries,Inc.8501 NW 90 Street RECEII/E~ Medley,FL 33166 SCOPE: JUL 0 3 2018 This NOA is being issued under the applicable rules and regulations governing the use of coal liTetion materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RTR 15-r©druc '�'di�i(e`lermitdrig Section to be usedui Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door(Steel reinforced)—L.M.I. APPROVAL DOCUMENT: Drawiig No. L9200-1201 Rev�C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMT)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21. 2017, sighed and sealed by Thomas J. Soto, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number land Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Larac and Small Missile Impact Resistant 1. See Design .Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets Z, sheet 5 and sheet S. 2. See pocket installation detail in sheet 11 and notes#15 and 9,16 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the lmanufacturer'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 considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and rernoval of NOA. - ADVI:,RTISEMENT: The: NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA 914-0908.02 and consists of this page 1 and evidence pages E-1,E-2, E-3, E-4 and E-5,as well as approval docurnent mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P. E. NOA No. 174212.05 MIAMI•DADEC�UNTY Expiration Date: February 13,2023 MEW Approval Date: January 257,2018 Page 1 �1�b 41 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.1-7) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision"B", dated 04/15/15, signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-I1- 3269, dated 05/1.6/11, HETI-11-3292, dated 10120111, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12--4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. .12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loadilig per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, 11ETI-11-3307, dated 10/03/I1, IIETI-11-3314, dated 10/20/11. HETI-11-3330, dated 01/16/12, HET142- 4052. dated 07/10/12, HETI-42-4054 and H.E'11-12--4065, dated 09/24/12, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted render previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure'Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 4. Test reports on: 1) Air Infiltration Test,perTBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering &Testing, Inc.,Test Reports No.'s HETI-11- 3291, dated 07/15/11 and IIETI-11-3292,, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous 1VOA 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 25,201.8 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) LlrufoiTn Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM. 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. HETl-11- 3313, dated 10/20/11, signed 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) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, 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 Fenestration 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, FT'L-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/2.4/02 and FTL-3516, dated 07/12/02, all signed.and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1120.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto,P. E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-09.16.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasC) Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. .14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. ' �-L, 1 Isha4 I. Chanda,P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-2 t Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.111 issued to Kuraray America, Inc. for their "Kuraray SentryGlas@.Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex BHP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/,1S. 7. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their "Saflex HP Clear or Color Glass Interlavers" dated 06/19/14, expiring on 04/14/1 S. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E.(Subnzitted under previous NOA No. 12-1204.12) 3. Laboratory compliance letters for 'rest Reports No.'s HETI-11-3269, dated 05/16/11, HE TI-1 1-3270, dated 05/16/11,HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11,-HETI-11-3275, dated 10/20/11, HETI-11- 3291, dated 07/15/11. HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11,IIETI-11-3314, dated 10/20/11, HETI-1.1-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, HE'T142-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering &Testing,Inc., all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 12--1.204.12) Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4, 041, HETI-12-4051, HETI-12-4052, HETI-12-4- 053 , HE,TI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, bic., signed and sealed by Rafael E. Droz- Seda, P. E. lsttaq 1.Chanda,P.E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-3 t Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTIIVIJED) 4. Laboratory addendtun letter for Test Reports No.'s HETI-11-3269, HE,TI-11-3270, HETI-11-3271, HETI-11-3272,14ETI-11-3274, HETI-11.-3275, HETI-11-3291, HETI-11-3292, HETI41-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12--4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, 111c., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by .Luis Figueredo,P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s .FTL-3525 and FTL-3572; dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02---1.126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTLr-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL.-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by.Tames G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/1 3 and expiring on 02_/13/18. L New Evidence submitted. A. DRAWINGS 1. Drawing No. .L9200-120.1 Rev C,titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 141 of 14,prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (61''Edition) code compliance. B. Test 1. None. Ishaq 11 Chanda,P.E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: :January 25,2018 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear &white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their"Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued io Eastman Chemical Company (MA) (former Solutia, Inc.) for the"Saflex: Saflex Clear& Color glass interlayer", expiring on 05/21/21. R. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6" Edition) and "No financial interest"dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos,P.E. G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-5 MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SGD-9200 SEE L 1•T SEE BELL'W SEE BELOW - NO-E R5. •-NOTE JS•n •-NOTE J5, SCE 35�9 0 5 r NOTE` IMPACT SLIDING GLASS _DOOR I¢� F ° ° v m� tO E• s:;; s General Notes: ;m z -�•�a '�%' c_.� ' d '�' '"� a_�` '�a ��'' ��' fir' '��' d-jt l.) T}i15 L`OOH SYSTEM IS DESIGNED AND TESTED TO COMPLY W/THE REQUIREMENTS v,ao v O Q o `� C= OF THE FLORIDA BUILDING CODE (2014-SLh Edition & 2017 6Lh Edition) o O It '�v L; ,;, c• =i '�u o• C• O• c• t` INCLUDING THE HICH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND a o o ? O Z IJ rnt '� -J •4 rn '% •O •D •O •o Pi AS'I'M I300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 3 n CO 'i c• ct �� O' 'O C `, O• c• -c -.0.-_ �e 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING i w e o::T/) c T T T RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS - Z o I d.� Z X-LP or RP-X 2D/2T - XX or - r aD/3T - XXXX or tp 2T _ Xx-LP or RP-XX or LP LP-XXXX or RP-XXXX or LD/XXXX•-RP OF TNF, FLORIDA BUILDING CUUE & TO BE REVIEWED BY BUILDING OFFICIAL. u= p a O) ANCHORS SHOWN ABOVE ARE AS PEP.TEST UNITS. ANCHORS ON ALI, DOOR m f o- 2 ti o SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CKNTER (O.C.) AND p' IV AS TABULATED ON SHEETS 2. 5, & 6 of 14. I Z Q o o � =ql - 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE Cl z o �2D/2T - RP 2 7CIJ 1 D/2T - R• 2D/2i ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO R+CHI POCKET SHOWN M1D/3T �', RIGHT POCKET SHOWN (LEFT POCKET OPp05�C) 8E REVIEWED BY BUILDING OFFICIAL. a � i (LER POCKET OPPOSITE) _ -�� �-� 5.) A LOAD UUHA710N INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF e o i e - - _- I ANCHORS INTO WOOD ONLY. 0 n=-sop- Tom- c}! 6. DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED CLASS U z (� FL 4D/2T I TYPES TABULATED HEREIN (SEE SHEETS J 2, 5. & B). z P SEE RFLCW j Z o s NOTE N5 --F 20/2T - LP/RF 7.) FOR OPTIONAL FRAME INSTALLATION DL"CAILS SEE SHEETS O, 4. 6. 7, 9, !O, It OF 14. F I SEE BEL79 .- B.) EXT. & TNT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND TO BE APPLIED r AEU); a Y ; NOTE 0. -'�, , i W/SILICONE. `W. C /2T - LP/R. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND i o o_y ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE •,i"- �> b -0 2 = -r�1 ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24. IE" O Q = G• c` +�-- L-'���'-�S 10.) APPROVAL APPLIES TO TWO TRACK ANU THREE TRACK DOORS WITH FIXED (f u I� a I; `,v •� -p of AD/3T - LP �I ?ANEIS, AI.I.MOVING PANELS. INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. c¢� LEFT PCCKET SHOWN � 1 CI 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-BADE COUNTY APPROVED (Ri.^,H:POCKET OPPOSITE) Z C7 1 r PRODUCTS USING AMIAMI-BADE COUNTY APPROVED MULLION IN BETWEEN ARE 3D/3T - XXX or ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION 01 ` LP-XXX or RP-XXX N -I S - 1 APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. REFER TO SHEETS 6 OF 14 12.) &R1.MOEf A; ATTACHMENT DETAILS & VOTES SEE SHEETS R 3. 4. 6. 7, 9. 10.FOR Ij REF C-0 SHEETS TS OPTIONS, 1 AND I C FARTS. FT POCKET - LP N I \ •-^ -y 2) REFER -0 SHEETS 9, 10 h 11 T S. LEFT POCKET SHOWN c I• P• I, 1� Ia.) ALL METAL/STEEL_(N CONTACT-WITH-ALUMINUM-OR OTHER DW"..IM.u1R M.A'.hNIA 5 FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT PCCKET OPPOSITE }) REFER TO SHEETS S OF i4 - - - TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. HI c o FOR TYPICAL-ANCHCRS AND NOTES. 14,) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14. REFRR _ 4) PANEL STACK CONFIGURATIONS ARE TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. < Fo o REVFRSIBLE. 115.) POCKET WALTZ ARE NOT PART OF THIS APPROVAL _�f• L r_ - ._: 5) FOR POCKET WALLS SEE GENERAL 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED _ 3D/3T - LP VOTES 115 & 16. I BY TI{E ENGINEER OF RECORD (EOR). a e n N N RIGHT POCKET SHOWN0 0 o E o o: (LER POCKET OPPOSITE) -...... n , a < -- -- - - -- LAMINATED CLASS o z N LARGE MISSILE IMPACT Y - '% " DOORS GLAZED WITH LAMINATED GLA55 RATED FOR D,; e` ¢ I Y�rr "� •� •� b LARf,= MISSILE ILIPACT AND REOJIRE NO SHUTTERS. ;� a oi i•o 'a 52a �] _ _ L mmucr •b'•;il': I -L1 - '- C•.- �. -v H vwm C) ezn ) --- i 20/2T - XO 2D/2T - OX 3D/zT - OXO M1D/2T - OXXC $QAdk4 c.I. tatFlariil. �": F a: DOOR 3 & 4 DOOR A.V"amNa I -121ZO5 iz NOTES: NOTES: E41•�lir 4{r�5/K �2 3 c ::, ,.:,nJ N I I) REFER TO SHEETS 2 0' 11 FOR 1) REFER TO SHEETS 5 OF IA FOR FOR GLAZING OP-!ONS AND OP CHARTS. GLAZING OPTIONS AND DP CHARTS. Ist�-�,,•T��4 roJ� 2) REFER TO SHEETS 3 & A OF 14 2) REFER TC SHEETS 6 & 7 OF la i ✓+jr`• U7 +i K FOR TYPICA_CR055-SECTION DFTAIIS. FOR TYPICAL CROSS-SECTION DETAILS. r'f:_,• i:`TS,aS it 3) REFER TO SHEETS 3 OF is 3) REFER TO SHEETS 6 OF 14 -- FOR TY.:CAL ANCHORS AND NO-ES. FOR TYPICAL ANCHORS AND NOTES. , 98 3/8" MAX. ti DESIGN LOAD CAPACITY - PSF (STD. 2 I/4" SILL) DOOR_W_IDTI; NOMINAL DOOR SIZES GLASS TYPE 'A'j GLASS TYPE 'B';GLASS TYPE 'C' CLASS TYPE WIDTH HEIGHT - USTER OF I =i./IN. FT./IN. ExT, (-) IN T. (- EXT. (+)I INE (-) EXT. (+) INT. (-) Ext. (+) INT. 13 `/4" MAX.tAAX / 4 ANCHORS e e q •-a .i --- SPACING LIMITATICN: TYP. / pf STILE ENDS I 5/0 6 B S6./ 95.0 56.7 65.0 56.7 85.0 56.7 75.0 Ancaors nof;o eaceeo F+EAD SILLTv. - / `0 1/7"0.C. a:Doors / 16' AVIX. n y �+ ,NO STEEL) -- s.mcllar roan 60"in wilt,, i 11A, i 6" HEAD/SILL V ao v O o 6/C I V f r-"I i CORNERS O (NO STEEL) 6/c' 56.7 I 95.G 56.7 I 65.0 56.7 d5.0 56.7 75� _ _ II \ / I O1 o z Q m 6/8 56.7 85 0 55.7 II 70.0 56.7 78.8 56.7 68.8 4 0 (WITH STEEL) 11 - co a 2 (- C7 z. o 8/0 8/0 I 56.7 65.0 56.7 65.0 x x X I x I I I ('KITH STEEL) -_ _ - 7/16" L?.N.. GL455 Z O J C] O I DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) ' �/ U �� �/ a Q � � E _ NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'T3' G1ASS TYPE 'C' GLASS TYPE 'D' X j j, n�a z 'n z WIDTH HEiGHi r ` a 1 EXT. (+ INT (-) EXT. INI. EXT. + IN:. (- EXT. + INi. (- li.: Ici / '/ 'C+- a FT./IN. FT. )_ (`) (-) O ) � ) y i� `s.i s a -E a G O c > W t. _ y� T. I d I0 I I O J Z w g 5/0 5/8 76.7 95.0 65.0 65.0 16.7 85.0 75.0 75.0 •�.�C L \ , si (NO SiiEl) I _ - p `� I i 'D v 9 6/0 an I, r � � � 6/8 76.7 , 95.0 65.0 65.0 76.7 85.0 75.0 `75 0 a ° IO I - p d IG! I Q (NO STEEL) I bO 6/8 76.7 850 I73.0 76.7 8 68.8 68.8 II STEEL REINFORCING -�• C OO m78 a - (WITH STEEL) I AS REOD. cc C\ m I` a/O ' - O 15 SEE CHART AT I,F,Fi O a/0 65.0 65.0 65.0 fi5.0 z X X x I ] 2 C.] WITH STEEL) I NOTES: 1) REFER TO SLEETS 3 & 4 CF :4 i, I I--- - 0`r.• 44. 3 4-MAX-----. O_ FOR IVF>,CAL CROSS-SECTION DF_IAILS F- 2).REF ER TO SHEETS-3 OF-14- - --- - - - D L. U"G. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. VO `" I __ PANEL N71DiH 5_ n \ y o __ 50" MAX. n s In MAX. O.L.G.: LAMINATED CLASS PANEL - 4_, i 2 DOOR - TWO TRACK 6/G x 6/d = 37-3/4" x 7 3/4.. LARGE MISSILE IMPAcr i = - r XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4 TYPICAL =L..EV.ATInNTYPICAL =L..EV.4TInN �lo�'h � `f' APPROVED CONFIGURA-IONS 8/O X 8/0 = 44-3/4" X 9C-3/4" DOORS GLAZED WITH LAMINATED GLASS RAICO FOR TESTED UNIT LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. i o o• i z; (=0R OANEL STACK CONFIGURATIONS SEE SHEET I.) - -- -- - tlUL�VINYL-1/ BULH YIMYL 77 D:II_TJ':Ir;.'I_ 17 ? o H u a v 3/16-HEAT STREN-0 GLASS 3/16"HEAT STREN'D GLASS 3/I5'HEAT STREN'0 GLASS 3/16-HEAT STREWD CUNSS ii lr I o• c q li .090 INTERLe.YER .090 PV'D INTERLAYER 090 SAFLEX HP .090 P/B SALE �E z m ti a Sen lryClass Dy: .. Tresifnl FVR by. C Cleo• o• Cobr Gloss i,,,ayar C J Clear or Color Gloss Inter!aya• >- W Y,uroroy Americc.Ira I Kararay America. .nc. �I by:Ecstman Chemical Co. F- i- by: Eastman Cnemiaol Co. ~ 3/16-HEAT STREN'D GLASS_ 3/16"HEAT STREAI U GLASS T ,YS/I6"HEAT STREN'C GLASS 3/I6-HEpT STREn'O GLASS 3i1tia''-TT'T4'tF s y SIUCONE S N SILCONE i '-'IL CON! g N SIUCONi •t� 0. `sir�',. I In y a'`•�C,, c _SCHN:E-n+OREHEAO 5i- VI SCHNEc-.MOREHEAD 573I < SCNNEE-eIi}R[r.IEaO d731 J �'C:+NEE MOHLHLTy1 i131 DCw CORNI:.IG b'S!. N.CORNING c899 1 00w C04'Nlvr, h39 fp L>•?`x'CORNI:JC d99 za :0 l- '•:•r' U � ICEMCO SPECrR.L• 2 \ �(1I' TREMCO SaECIRUM 2 /{tOQUti QEVUSf� o- !�/�.• ^ •4 r I \;L+ I iRF"0;PFCiF.lne \ ��l ' 13E!.tCl,SPECTRIJV 2 \, v1 I'I'•( MIY Tie YW'i6L 7-II IIiIr®raPb'I.i ra40 I�I. 40 // �¶ll. . 4J I �. 4aS/ �. / I I,II \ Acre N��7/Z/2•�f ..'�"IIIT I 6 dtc. a,zo - I ill o � � � �� ) 1 0 'ifs ,\ � �� / � C�1 r�'r�•✓••:O• - �1 � GLASS TYPE 'A' G}rASS _XPE-B� GLA,,z, T PY E •f., GLASS TYPE GLAZING DETAILS TVPI[AL ANCHORS W PAIRS _METAL .-. SEE ELEN, FOR S-AONG TYPICAL ANCHORS IN?AIRS TYPICAL ANCHORS IN PAIRS 1 ST4t1LTURE SEE :LEV. FOR SPACING ` H / 1" M n. SEE ELEV. FOR SPACING 1 C � C _ _IBY Edge Dist. ai I x p o v a 4 a wCOD BUCK 7' cz 4 I ? S 1 S i� n m N F I S/� • • " " 1 2 T I O rul, EuBW.) 9/I B• 2• MIN.", I a ° c C z - TYP. S EVelU. I J A •, c\: o Orcn e.>ena �I N O tO O O O L_ MIN, _ (um. I i� w a rncs•vaa —it �- O U zW co o ! I1 I 'pL S[RUCFURE ATTACHMENT DRa115 4 F 1 C i V NOTE: Ipi = ts7 :.ALL STEEL IN CONTACT WITH p3 2 `-� F O O •I 15 }�c" Min, ALUM.TO OE PAINTED OR PLATED. 3 fil 16 'n 1" N1B1• rd Cisl.- 2. MEinC STRUCTURES: U o . TYPIfAI.ANCHORS IN PAIRS �" a) STEEL FY=36 KSI MIN. �, p Edge ,ri'i51.-•�`Ty':1.) S!E ELEV.FOR SPACING ryPICAI 4N[H.ORS IN PAIRS' (SfEEI 12 GA.MTV.THICK U.10�'; J N O \� / Ij p SEC ELEV, FOR SPACING 9)ALUMINUM:6U6S-T5 MIN, ? G zo i (ALUM.C•.078•MIN.THICK) !i <$EC �uTES FCR SPACING) _ 10 I I (II I \ 1BY woo- I Ice.Subst.ale or -- -- VUMI-ptpE COUNTY rn E I' I1 I T I I I w-o-scw I .t(Sc) APPR'D MULLION Iz i j JJ I S?ecific.. :IY- ...5 m.n. (TYP.) .^.. N n (u1v.EMBED,1 / SEE SEPARATE AOn �>a V 0 IIIII : Q II l I:I�:; .I:6i I I -;Ill �"�7/16'-LAMINATED GLASS I ��• I` I I 1� WI cM ^ 13/4" Min. -\ F Chi CQ NOTES: t) a F ,BIT REFER TO SHEET 2 OF la o IIIII(j IJI FR GLAZING OPTIONS AND OP CHARTS. Edge Dist. 2) REOFER TO SHEET 4 OF to 2 cn to = L7 R• W I 11 I! FCR HORIZONTAL CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY IAWSON IND. t \.Z 0 2 ❑ I I } REFER TO SHEET 2 OF to !'I`ll U U O O N Ii II, II it ) MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND c FOR MAX. ANCHOR SPACINGS. _ W t I TRANSFER TEEM TO THE RUILOLVG $T4UCTURE [y o �? FL•7r TI �I; .�II 1 I' I - _I TYPICAL ANCHR SHEEe_:c R_s=acING -- c I lit. Y (fI z. -_-_____ _.-- --- — ---—--ANCHOR TYPE CHART IN CONC. or MASONRY (min. �I= �I •� wLL ` ANCHDR OPTIONS READ-S1L JAMB Emhednlent Edge Dial.Cancrete If III II•I� K ELCO UL-.RACUN 1/<' 1/<" I 3/a' f' _Z.°5 Ka: N o r n N u•'1�I'I�I III k° 17 IL III(III:,I�II'I,(�I' 1/16"or '/5" 4INJ/:wwN n wrv=N, AEPInR aOloD0 OUILDEx BUILDEX 3/16-' I 3/4" 3 UCaE 4 E YLSFS F9)LE ailb Ib,F lail 6vidin{CMANCHOR TYPE CHART IN 2X WOOD BUCK (min.) ANCHOR OPTIONS HEAD-SILL JAMB EmbedmenUEdge Dlal.2: Mood aaprNul -I 12.6 9u E Dtc 2 co A 1.N N Ir I� I)II SILL RISER v w w EcN ULTRACON /4' 1/4' 1 1/4' 1 .55 SC ILL w - Qa — III 'I ,I I iOHEREO TO R �w N BDILuIx 55 SG tO ff —WITH S:I:CC!+F toXIrS •PTo411 C - N S x V 1I Y I FULL LENCTH OF ,I 1/4- DRIU F�FX SE_F DRILLiNG SCREWS — I Iljl_�I I��I INTO METAL STRUCTURES ;d -11's 6 /� 21 STEEL 12 GA. MIN. (Fy = 36 KSI MIN„ 22 I ALUMINUM : 1/8" TH.t. MIN. (6063—T5 MIN.) (STEEL iN CONTACT WITH ALUMINUM TO BE PLATED OR P.4INTE.) ,1?'••_.I,�I 14 a 2 :p u`= 12 M ) m ti•,.. .... �=YT/.Jf I i M1 INTO AP?ROVED MULLIONS (NO SHIM SPACE) x I —Mcw TYPICA D DISTAN j to (1/4`) INTO CONCRETE AND MASONRY = t" MIN. (ELCO ULTRACON) LU a.'..,q I I - - :• (1/4°) INTO CONCRETE.AND MASONRY = 4- MIN, (ITW BUILDER) �oac Q rT j r I • - U • 1 �.20 ' (3/16 j INTO CONCHLI£ AND MASONRY = }• MIN. (ITY! BUILDER) Din., - ld INTO WOOD STRUCTURE - i MIN. yIMI.4 - 7" VIN, _•> (MIN 3/4- u .4 • . "I/4• TAPCdV or APPROVED EQUAL BY COR om '•1 •°.=' 39 TYP: V/ 1 3/4•MIN EN3EC.INTO 3.2 <si Conc.C 6' INTO METAL STRUC-URE = 3/a" MIN. rROH CORNERS 6 SEE ELEVATION AT SHEET SEALANTS: 2 OF la FOR HA%.$PACING. FRAME AND VENT CORNERS ANG INSIALLATION SCREWS AT 51-L I p tSs Nan-$nrinY,non-Me:o1\� TYPICAL ANCHORS a PAIRS eln:mum 5 Ksi SEE ELEV. rOR SPACING SEALED WITH WI11TE/ALUMINUM COLORED SEALANT. _TYPICAL ANCHORS `+PAIRS SEE EL-V.FOR SPACING a tI u � 1 TYP GL AVCIIOHS IN PAIRS en 1) SEE EIEN.FOR SPACING 2' U o O C ` 1/A.. MAY,. m p o e C c J I/4" MAX. 31`n (n i' aHin! SHIM, Z i co Q Fp- 1 N ;Sggi,_�TRUCTURF ATTACHMENT DETQ)L . G - o NOTE: i.ALL STEEL IN CONTACT WITH Q _ N • ;`l� L-; ALUM. TO BEc PAINTED OR PLATED. c �°s 2. METAL A) 51 STRUCTURES: V) N EE1 Ty = 36 KSI MIN. • ;' i METAL (STEEL 12 GA. MIN. THICK = 0.105..)SRLC(URE�1B)ALUMINUM 6063-T5 MIN. yU p - 1 (ALUM. 0.0/8 MIN. THICK) 9 Lr1 11 0 5 `�o'• cr o I� Z I 1 ' � < �INOTES: 1) REFER TO SHEET 2 OF 14 �III;�i c> 0) po € FOR GLAZING OPTIONS AND DP CHARTS. 1� o I. 2) REFER TO SHEET 3 OF 1K ^rPiCAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. Q c C) E 3) REFER TO SHEET 3 OF 14 z U y SEE ELEV.FOR SPACING PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES, e -- 4) REFER TO SHEET 2 OF iA FUR MAX. ANCHOR SPACINGS. _ _ __ _ ___ I it ?/4 I,IAX tYPICAL ANCHORS IN PAIRS ry \!4 I \I $HIM 1 j<" jHw _ r-SEE ELEV FCR SPAC NO MAX. j z � uI i LL 4I2ic �'j D.L. DEG. 16 I I --- —.- 7, 3 / I}- E \ \ It 21 zi sc 28Y wCC BUCK _,,,-�_ .... ` - '�- 5„ _ o o OR, w000 S R6CTURE - - U r 14tODDCECEY1bYII .c.i=T�16 .••P' . B 10 I 16 I +r amkin vfth the FkdCi ��•G ��: ,�•_ SCREENS CPTL l Bc>rtrTn(rpcle�l; ,. 1•••.�,,u'�n ��,I tt-- -I © _/ N N_ 1. .�L..h...� � � =1 '•fir-i (u�N,EMBED.) (25 1 h t . i NOT REGD.ON I t-- � 6TRr�1►IIM TWcLtC --e �::1 •' 6/0 x 6/6 SIZES PANEL WIDTH ' (HI C OEO.) Ot�� SEE CHART ON SHEET 2 0- lA LIBY PT <b V"�J ~ EXTERIOR wcCo aucK o�� 2D/2T - XO (Shown) CooR WIDTH Fa` 2D/2T — OX (Reversed) Q 0 -YP!CAL ANCHORS IN PAIRS � SEE ELEV FOR SPACING IYPICAL ANCHORS IN PAIRS TYPICAL ANCI�ORS IN PAIRS METAL SEE ELLV. FOR SPACING SEC ELEV.FCR SPACING STRIIL'[UME I" Min. y IBr - rFdgr. Dist. z Ti o o rN.t ° 4 WOOD BUCK _ y I _ .a a C F I ]/•- 16•• V2� d a Z EeE3) 9/ AAlN.• y I • • d N n e y I. _ n •MIN. TIP. • I�-.•� l4iN'L48LD' <d •• d\ h°Mri4v , \ N O Ia V'O 2 I�—full =j x METAL STRUC�RE A�ACH�FAT DFTAItS ... 1 i NOTE: 0 0 Z O 1.ALL STEEL IN CGNTACI WIT.A 41 w= 0 a ALUM.TO OE PAINTED OR PIATEG. a 2 U T 3/4" Min. q 18 I 15 � ,,, 2.uETA_STRUCTURES: � 1 ttE�t)1 I \ I M'r1, TYPICAL ANCHORS N PARS Edge Dis:. A)STEEL:Fy = 36 XS'MIN. I \I/ ter• -A� Edge11�'5is:. �Iyl�.) SEE ELE'J.FOR$PACING SEE El AN,FUH b IN PAIRS (STEEL 1?CA.MIN. THICK • 0.105) J IZ 2 O I I SEE ELEV. FCR$PACING B)ALUMINUM 6063-i5 M:N, : li( I ',Ilrl l I \ I (ALUM. D.078"MIN,THICK) I•-� F W w r - Ali-I: .4. I n If 10 I \ 2FIY wood B4cx$4en•ate I�I( I Illll I e./(se) MIAMI-DAgE COUNTY U a 15_ I�II wood$Ir. 14!II( 17 I'I III (u'n' ENDF.D.J I\$pecif:c Gr°°':y= .55 mn (fyp.) I---.. .. APPR'I MU I.I ION <('7 I� O al `v°•°°r SEE SEPARATE NOA �[[M..I 1! � w•o n� I c• � V 3 ���`: 11�I;; I Ir I i�k ( I! I � x III I C/N €H I 7/16'-LAHlNATEO IiLASS - = II C O 5C o N12 InI ?�O iNOTES: 1) REFER TO SHEET 5 OF 14 IFOR GLAZING OPTION$ AND DP CIIN2iS.�Ik ;II,.III 2 REFER TO SHEET 7 OF Ia 2 F T ~ U a I- I ) CROSS-SECTION DETAILS. WOOD BUCKS AND METAL STRUCTURES NOT BY LAW$ON IND. (' a 1 I FOH HOHILONIAL U O Q I I• 1 I MUST SUPPORT LOAD$ IMPOSED DY G�21NC SYST-M AND W 31 I 3) REFER TO SHEE! 5 OF 14 W (`.• I .1 I l II -RANSFr7 TEEM IO THE DUILD NG S-RUCTL'RE. � I'j FCR MAX. ANCHOR.SPACINGS. ; a: E. IIfI :II ! TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING_--- a W ,I'(I: illll l' r< - _ _. - - -ANCHOR TYPE�CHART IS CONC. o_r_NASONRY min- _ �•it " -� 1 ( l ANCHOR OPTIONSHEAD-SILL IAMB Embedment Edge Dist Concrete li I; I I 4 u �.. L=` ( LLCO UL-aACUN_ I 1/. /. 1 3/a- 1' za5 IN; III!I I'I III, n vTl 0( C J w BUILOFX 1/.• 1 3/4" },2 M.s% •r I —II DUILDEX - ],/!6" I 3 4" 3- 3.2 Ks%/ /RODIICCREVlSEp ry o _ < i��l> I,Ilil v n S ANCHOR TYPE CHART IN 2X WOOD BUCK(min.) In--PVMtlYOe og a v =q ' SNYt2 IM Em1 b]e/d- I" Di,L.2..5X5 MSof.adNayRng Soda z c ZZ N ANCl10R OPTION mTC A. tic $17 SILL R15EH > ELCO ULTRACON 1/4' DIKP PLNFNEC' Ni4 n 5 CLEA9 SILICONE In BUILDEX 1/ ' FULL LENCIII 4u1// 4 4 1 G V .55 Sc Bity nrlu-�C 9^ Y CF LNIi SILL I f I I }}III1II gg{ I� I 1/4" DRILLFLF.X SELF DRILLING SCREWS 3S i I�.IUI IIRJII l I I 'I INTO METAL S-RUCTURES ed .>tl s 6 u e s � � STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) T•= @J 22 }p I I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) e$ I (STEEL N CONTACT WITH ALUMINUM -0 BE PLATED OR PAINTED) 14 o X `,y - F i \J :,I 1 M .C'_.'- •.�'�I.r'i I aX 2` INTO APPROVED MULLIONS (NO SHIM SPACE) i� ��-'••.• Ll •p;`•'_^'I i w IYPICAI. EOCECISTANCEOCECISTANCE o I .�.� I ;•L q AW (I/4') INTO CONCRETE AND MASONRY = 1"MIN. (ELCO ULTRACON) (t INTO CONCRETE AND MASONRY = 4"MIN. (ITW BUILDS%) �;cl 4'1 1 - ° _ — • I-V/EFP NOTCH U152 - •'•.1? I `<20 14 AT EACH END INTO CONCRETE AND MASONRY = MIN. (ITY%BUILDEX) I !/• 2'• MIN° 1/4' TAPCO.N of A-PRDVED EDUAL DY COR TYPICAL ANCHDR$ INTO WOOD STRUCTURE = I MIN. TYF. V/ 1 3/4•MIN.EMBED.INTO 3.2 Ks!Conc.a 6' 2 PER CLIP NTO METAL STRUC URE = 3/4" MIN. a _ FR11 C VA ORNERS A SEE ELEVATION AT SHEET !'.�• W 5 OF I< FOR MAX.SPACING. $EAia"Ts: Non-Shrink,N°n-Mrl°ilic FRAME AND VENT CORNERS AND INSTAIIATION SCREWS AT SILL in C.ovl vt 4in:mvm 5 Ks% TYPICAL ANCHORS:N PAR$ SEALED ELEV.=0R 5=ACING SIEC WITH WHIT=/ALUMINUM COLORED SEALANT. I� 2 Y WO B DUCK fl a: el II 2BY w000 IUCK UU STRUCTURE I� WOOD STRII TUR_ x� p o \ I xN n� m A'1.�•lA'1A S N OmOm Om om I Am Am Am A� m1 III xo�oAoso I�IIrII ° z m IA C IA Z,N m r 21nZmnni m I•" I O N vi 4L r v_r z�zaria D u 21 C) m � u I 6., C "o ^ � N � --- I�— --- -'� o � � I m Illr,�f; i a 0 x �I O , £ m -J I o v r ll x II17 m ll I� N n� o ° O �Ii i o0 j k 0 IIIEIII 0 -1 "o _ i � X _ O v d �I I. - zII z � � I I •I�I � o ' o I r '• J 1. I('� [, x = I•�III ; I m Illllf ,� z Ix P.r. _ r C11 I • • •p ° I nm' 1 ..-�fIIIJ III a 1 9/16" MIN o f I r TYP, c n xi E 4 a x Fp na�It Iley h Y i TIESIONAS J.S0T05 n \ 3 'I p m - -- PR ENCINEF.R r1 T N R o —_.. •• Ix P.T. - i'L LIC. / 55225 •$?L ,,11Ell {`d0'SJ 225 A. RevisesNOA IY-CI'e 7,2o& 12-0127.06 r ]p T , & to Tc,de 4°Ri-Slide door panels w/ors �I 1 ASV// 8501 N.W. 90 ST. 7> MEDLEY, FLORIDA 33166 •/c pockets and U comply./2010 FBC' 11�' 'I'u 11:,S, I N C r`. —� '••T ; PH No. (305) 696-8660 T' $T TE OC '�� R.Revised Id comply./Y01< r6C_ �"0 C.Revised '—pill 2017 FBC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS n ...;: la '—pillN. F.RA7.0 09/25/12 SGD-9200 ALUMINUM SLIDING GLASS DOOR L.M.f. N. F.RA2O 11/dl/1, TIIREE DOOR AND FOUR DOOR HORIZONTAL CROSS SECTIONS & NOTES DATE:_ ------ c a.n: n•..°,n.n...,..e.......: L9200-1201 I Or 1. r VETAL 1/1' TAPCON Or APPRRVI:F. FCUAL BY FOR TYPICAL ANCHORS IN PAIRS TYPICAL ANC:ICRS IN PAIRS rS-RUCTURE � �d0e is[. V/ 3/4•MIN.EMBED INTO 3.2 Ksi Co^c. ,SEI ELEV. FCR SPACING SEE ELEV FOR SPACING It c 6'T'HUM CORNERS 6 LEV SEE ELEVATION AT MAX.ELEV -. SHEET 8 OF 14 fOR I °A , - A 3/°• ° • • I °a \ 17.rielcn hfo1q IG 0 I _ I 3/+ • • d (WN.FVDEDJ • . 4 . 4^ r.:ays> - Q aA � _ N2 C.5 O z. . rn Co c4 a . 1/4" MAX. GAP Q -�I- 3 v •r_ - - _ .. J o o Z . .I BY PT ' I1 vnnn BUEK MFTAI STRUCTURE.jTrACN�(EXT DFTAIL� TYPICAL ANCHORS IN vaR$ NOTE: SEE ELEV FOR IN z I T R SPACG i.al! IN CONTACT TII ' Q F f1IR,� � IFS �,�:G i�1� �• N 114.TO 70 BE PAIN YACED OR PLATED. ` U N it "rL O I 15 2BY'Wool Buck SubstI ot• 2,METAL SI.RUCTU7ES: u3 I• I CLCAR S:L iCONE wood St,uctuee +/l5G) YWCAL ANCHORS IN PAIRS A)STEEL :=y -16 KSI MIN. j •�.N -] ul,--e. I j ' •I —BEDDING Go COMPOUND SPeeILe G—ity= .55 min. SEE ELEV.FOR S?ACING (STEEL 12 GA.MR. THICK • O.ID5 I I I ( P) B)ALUMINUM SOS]-T5 MIN. r,1 V) y� A (AUM.0.078'YIN.THICK, of f I Z I 17 I I I , a i luaM1-DADS eeurY III II it I� I aPPR'0 MULLION �I I C ' 1/' 1 I SEE SEPARATE NOA U 1 I I 7/t6--!.AMINATF,6 GLASS --__ {T Q�yy�/� O I I I i I I4 20 T I L J I- �`H o I I I I U �I II PRODUCT BEVi6FD 6 O E 0) W I I I I' 1 u �U (J n desp�b�o is ek eI E u NP a 2 '� Bddinit Ruda i ��C7 � NOTES: 1) REFER TO SHEET 8 OF IA `.N AweppKnce Ndl ,(ZZ FOR GLAZING OP'IOVS AND OP CHAR7S. Psptra1ala�0em i 2 C3 �_- .. O I I I I I 2) REFER TO SHEETS 10 k 11 OF I-f WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. u I FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT LOACS IMPOSED HY GLAZING SYSTEM AND ! - I 3) REFER TO SHEET 8 OF Ia TRANSFER THEM TO THE 801IDING STRUCTURE. y FOR MAX. ANCHOR 5PA.CINC.S. —T,_— TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR R SPACING a o o N Lx•] i I vCWi .�..� _ _- _ _ -- - -ANCHOR-TYPE-CHART IN CONC. or :MASONRY (min.) _ a. ANCHOR OPTIONS HEAD-SILL JA,u-D Embedm4n Edpe Dist.Concrete < ELCO ULTRACON 1/a' I/9- 1 3/4- 1' 2.05 Kv In e ^a N s.I Ks; 2 BUILDE% /e` { 1 3/ - L) -�a — ^a BUILDE! - 2/16" 1 ]/n• ja 13.2 K: 4i o i i ANCHOR TYPE CHART IN 2X WOOD BECK (min.) ej o i o eolM t I I L" __ _ 9 N N )/. i ANCHOR OPTIONS HEAD-SILL JAMB EmbedmentEdge Dial.2%Wood r al u �, I II I� I I illl Af,MrRF� CSILL tnRT+,1C ELCO V_TRACON 1/4- 1/4" - 1/4" 1- .55 SO z i I ( 5 ^CLrAr, SU i CONC W 8JILDEX 1/4- 1/a- 1 1/a- .55 SG „ II+ I FV_L LEHCIH W 1 S.M.S.(Info 2X 12 #12 1 1/4 .55 I 111 I I I I OF UrAT Sn_L U) I�'I I J I �I I ) Z / o o '> ORI•LFLEX SFI F DRILLING SCREWS I I I 119 III I I I I I INTO METAL SIRJCTURFS ca x a c o b B.3 (•i-A l(' II 12 B4 I .I I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) -.�' 7 I•• I i I ALLMiNUM : 1/8" THK. MIN. (8063-T$ 0 MIN.) - ?l,• I ]5 I• (STEEL IN CONTACT WITH ALUMINUM TO 9E PLATED OR PAIN"ED) •.a^::c% •. ^;;�`=� � Rio Sm •PERIMETE )14- I 7-7 I�I , I, I 1 INTO APPROVED MULLIONS (NO SHIM SPACE) oiN • ' ,. -•ILL ���..✓ CAULKING I 'I I L„ • ( _ TYPICAL ED DISTANCE o y N �v r (1/4") INTO CONCRETE AND MASONRY = 1- MIN. (ELCO UL7RACON) (I/4") INTO CONCRETE AND MASONRY = 4-MIN. (LPN 3UILDEX) �21V ° •'`20• '. 'T (3/16) INTO CONCRETE X-40 MASONRY - 3 MIN. (1TW EUILOE%) ��3 "+•I "•C-�. .. �• ° d • ° A 3/Y • • ° TYPICAL ANCHORS INTO WOOD STRUCTURE - 1• MIN. Fey st'/'�`•' '/ .. LNIw r RFn.)" -• 4 . 1/4• TAPCCN or APPROV6U-OVAL B• EUR 2 PER CLIP INIO METAL STRUCTURE _ 3/4" MIN < "I I V/ 1 3/4'MIN.EMBED INTO 3.?K.�C—C.2 6' SEALANTS- n ° •39 FROM CORNERS L SEE F.I.FVnTION AT SHEET /•,D�+i'a TELL4>t 9 •-�C 8 Or 14 FOR PAX.SPACING, 'RAME AND VENT CORNERS AND INSTALLATION SCRry/S AT SILL � O TYPICAL ANCIIORS IN PAIRS- SEALED WITH WHITE/ALUMINUMCOLORED SEALANT. SEE C_ti.FOR SPACING I _ DOOR BUCr w17•H(199 3/1) - _ �J 112 X 1 3/4•E.H/PHi.SMS e n (- V/ I :/4•MIN.EMBED. INTO n 1 q Z _ 1�4" MAX. 2Y P.i.VOOD BUCK "--FOR POCKET WALL= 1n< O SKIM ( SEE DPTIONnL INST ALLnT10N O U - DETAILS AT SHEET 12 CF 14 ) SEE GENERAL NOTES O¢ O dl A: a 915 d( 16 AT a0N O Q -1/4• TAPCON ar APPROVED EDUAL BY EOa 39 A' SHEET 1 CF 14, J O 2 V/ 13/4•XIN.EMBED. INTO 3.2 KSi C-C NOTE: e 3 4 v Q V) _ ° 6' FROM CORNERS 6 SEE ELEVA7fON AT CLEAR SILICONE.ADHESIVE STEEL BARS REOC.AS -- - •-- Z u o (`' SHEET D OF !A FUN MA%.$PACING. DEUDING CJXPOUND LISTED IN OR CHART W I^ _- I — Z I¢ O 4 ' PRESSURES SHOYIN ON/ - 31 I �711C-'El O W SS � t6 ' 13 SME_T B OF 14 . 061.) y (� y p 37 9 26 16 II li 6 r-_---_�� 1-- 6 I _ l __ ____ _____ CD Nu Cal-POUND 3EDD' I ZD cv IT I N 77 L. ZS 38 IIJn I/-• VI~ Z p 18 8J `^ 9 7_ O i IT JO (� �� o V 8 ,25 J9 `J 1 l al z O p R e -- - - - - Cy 17 1 —=y ��I I - I I SCREENS OPTIONAL d .> .. i ...-.._.._._.. - POCK I JJ r.X•1'ERIOR ---- ---- —FK 7ERIOR GRADE PERIMETER =AULKIN3 TEST DOOR V1011'(190 5/87y;'•d_I ;um,Eu3EL`; _~ _ 4 D/3 T — XXXXP NOTES: 1) REFER TO SHEET 9 OF 14 _ ^ FOR GLAZING OPTIONS AND OP CHARTS. 'a cl rytS TYPICAL ANCHORS IN,PARS N TYFICN ANOHCRS IN PAIRS SEE ELEV.FOR SPA_INC 2) REFER TO SHEET 9 OF 14 of > \lo SEE ELCN.FOR SPACING ;/c" NTA%. FOR VERTICAL CROSS-SECTION DETAILS. _ „JJI o e0 F 3) REFER TO SHEET 9 OF 14 o N N } 1/4" MAX. SHIM FOR TYPICAL ANCHORS AND NOTES. r E E� )I H, SFI!�-_ ______________________•___;_______�_ REFER TOSHF:t:I 9 OF 14 4) t —•----. ^R MAX.AANCHOR SPACINGS. ( 26 7 °x of c ¢ 2-e ill s ail METAL STRUCTURE A'[CACHMENT UETAU, 7/- I� A I, PRODUCE REVI6@.D ...... NOTE: f2. w-ttptyW9 with the 6YRitfA 1•ALL STEEL IN CONTACT WITH _ L balding Qad4 o?N V�•tt•3 I -emu ALUM. TO SE PAINTED OR PLATED. 17 12IZ•DS FON �=1 u) •1 ��ic-.) AtE-AL •ri'2. META: STRUCTURES: _—- Fq&*Ww 5 7 f Z •4 36 K51 MIN. -1 STR CTLRE j A)STEEL : Fy e 1 __, Ut l �-�'--7I(1 — — � ` (STEEL 12 Ga. MIN. THICK scL; 3)ALUMINUM 6063-TS MIN. 30 G iV afi7i" C4I�.) � � ,±..•� '4 (ALUM. U.0/8- MIN. THICK) V --------------- -------------- (u.N F.unm3 E,Z SCREEN D30R PANEL (OPTIONAL) I SGD-9200 HILL OF MATERIALS — 2 & 3 TRACK FRAME i 3/4" MIN. -- REMARKS EMBED. ° ITEM. A I PART y QTY. DESCRIPTION _ NOTE a i L_q2 I 2 TRACK FRAME HEAD 6063-T6 ALUMINUM %-0R ANCHORTYPES SEE r d _ _ NOTES AT SHEr.ETS 3, 6. & 9. 1•2 1_921: 1— 2 TRACK FRAME HEAD (Multi-Slide) 6063-TG ALUMINUM I 2. FOR PO CKk; WALLS SEE GENERAL ° ? U6 I 2 TRACK FRAME SILL 6063-TS ALUMINUM INTERIOR NOTES y15 & 16 AT SHEET I OF 14. ,^., A y I - N e TYPICAL ANCHORS °I INTERIOR v o. Z ID ° , o 3 L-9212 2 2.TRACK FRAME JAMB 6063-1`5 ALUMINUM. AT B" 0 C o o _ v SEE ELEv. yg o I O a L 92C4 I % PANEL PANEL i0P RAIL 6063-T5 ALUMINUM ---- FOR SPACING o 2 z 5 L-92C5 i X PA PANEL BOTTOM RAIL 6063-15 ALUMINUM cn rt P B 25 1 16 Z 2 i,� 6 L-9201 i PANEL LOCK STILE 16063-T6 ALUMINUM 17 '_ 0 17 0 0 o I-3 c ' _ .... _.-_ --_-_— s U F .. 7_ L-9202 I PANEL INTERIOR INTERLOCK 6063-i 6 ALUMINUM G n i vl l 31 °° o. 2• �' �— i i 16 8 L-92C3 ! PANEL EXTERIOR INTERLOCK 6C63-T6 ALUMINUM i , 1 tD �� L5 tD Z o 0 G L_9207 1 PANEL ASTRAGAL 16062-TG ALUMINUM „ -U t O n 10 L-9209 nS REOT. ALUMINUM GLAZING BEAD FD(,3-T) ALUMINUM r I w 15 I t Tr L-92I4 1 3 TRACK FRAME -IEAD �6063-T6 PLUMi:MUM_-_ }1 17 l ° ` z6 � U� n i 5• 12 I L-9208 1 3 TRACK FRAM= SILL 6063-TS AL'JMINUP( °a` rJ/i STEEL BAR REO .ON _ i3 L-92i3 2 3 TRACK FRAME JAMB 6063--5 ALUMINUM I ° —� 9 SIZES 5ASDVE tv/ DP 6Ops B I7 z IZ o EXTERIOR TYPI;:AL ANCHORS 0 W J a 14 FVS-016 AS P.EO'D. 111.11 TOM: RAIL WTS'P ULTRAFAB POB6757DK 2g N °a AT 8" O.C. - - ------ I 15 PVS.009 AS REO'D. PANEL TOP Rail_ WTS" .;3Tx.3;0" (7830-6G01-!) F2 SEE SPACING a O _ -- -- — r c I I° ° FOR ELEV. 16 PVS-UO3 AS REO-D. FIN SEAL WEATHERSTRIP �.:97"x.210' (7920-6001-9) 1/4" MAX. ^� I �I F- ' j I/ !VWS-004 1 AS REO'D. BULB VINYL (FPVC) I/,.' D.D. .--...___- I S IIM---•� ? 3/4" Stl^!. I�' C�� t 18 I L-9016 2 SELF ADHESIVE PILE PAC 13/16' X 1 !/2' o!E .._..-._. .. _.-.. .__ EXTERIOR 19 HC-046 2 MVG. PANEL TANDEM, ROLLER 2 X EA. MVG. 30T. RAIL 20 003 2 ROLLER ATTACHMENT SCRr.W tl8 X !/2' F.H./PHi_. POCKET DOOR HOOK ?la € 21 PR-008 , ?X PANEL PAN=_ 'C" TRACK CLIP 6063-TS ALUMINUM ATTACHMENT DETAILS �z �,(n I; I 22 i 7S_042 q$ REOG. 'C' TRACK ATTACHMENT SCREW 1t 10 X I' SMS F.H./PH?_ 23 L-9018 X ANCHOR rIXED PANEL JAMB CLIP 6063-T5 ALUMINUM Fter<it4 No FPJC Com eaitlon-Team Plxctin Inc. - _ _ __ .1. FPVC Bock Como ouad No.7200-75 24 FS-Ull ! X CLIP i'IXI"0 PANEL CLIP SCREW 4!0 X 5/8' PH/PHIL. PRl'NCAI.. ASMIT NO. oI c o -- Duomvt I Imdl 'A'.10 ttt 7i D 25 PR-020 '• , INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 5paifxGrnin 145 i>_7v2 26 AR-021 ASTRAGAL STEEL RE INFORL-EMENT i/2' X 1 1/2' '36 :KSI' 7emik Sorry�,PSI t64D D<ae LOum.Es pti.. 27 AR-924 ■ INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI> \Infultol(tU41�%.EI,n6aom.P51 761 n D<•;e n •31.0 D•ta6 ry T RI T�� • 28 HC-047 I 1 MORTISE LOCK HARDWARE W/ HANDLES B KEEPER '2. FPVCW!tlto:Compound No.7267.75 PRODUCTAY918Pb "- ' ---`llll 0 0 —_ AS7M NU. ne�Pbi^F-A ICe F&.Wl H '� ° End o. < a 2S w x Panel 7/16' LcninOted H.S. MASS See G:O7ing Detr.4s PAY5IGU. _ v Uvomuu Hadnrt'.A'.IC ca• _ 6dnC°&W D-2'411 mtx Noll---, - ASTRAGAL PANEL SILL CLIP 6063-TS ALUMINUM 5pifs Grsdm 145 6P)2 Au 30 �-2�(�%S i• `v _ �•I u T_rzec5m:6'A.P51 1640 DNK poto IIIL-9215 I 1 POCKET JAMB HOOK 6063-T6 AI.UM!NUM Ulf—Eimptieq; 323.0 D4;S �� 32 SM-5731 • NEUTRAL CURE SILICONE Schnee-Morehend 57:11 h;odclu;E;1(>U:a Elmcpuo PSI 765.0 Doe lot 3rittla:as -:u:.R p74s 4(h�sf uat Ce�ol €K e 33 DC-899 AS REO'D. NEUTRAL CURE SILICONE Do- Corning BSS I. d .e i c�cig 3 s 34 ■ NEUTRAL CURE SILICONE Trenco Spectren 2 ' 35 HC-045 2 NYLON PLUG ( ABO' HOLE ) RIGID PVC _ 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC y I 37 rS-005 I AS REOT. FRAME ASSEMBLY SCREWS •48 X 1/2' P.H. PHILLIPS 38 FS-013 AS REO'D. PANEL ASSEMBLY SCREWS u10 X 1' P.H. PHILLIPS o�t° �:' .. f:•,(�:S4 1 :39 FS-014 AS REOD INSTALLATION SCREWS 1412 X 1 3/4- F.H./P-iiL. 40 PL 75.6020I AS REO'D. GLAZINS SETTING 9LOCK SOFT PVC 1/8' x !/8' x 2"L. 41 a - SCREEN PANEL I 42 SM-55C4 AS RELI'0. JOINT SI,'AI.ANT Schnee-Moreheod 5504 43 PERIMETER CAJLKING — ❑SI POLYSEAMSEAL -/''r .•F .��',� - '¢ <':LSf:::itt.l%v C 44 1 PRODUCT LA3CL ;n A t0 O t y �]J. I ,III O Ci O en I T— N I c O 011 I�ip �.N.—p--V C, Ll N F—A 3 N r'1 IA V �--'o Z L o o 2 I p I O I• '� N 0. :) y IL 1III� 01 O II III`r 1J Lm p m IIi x I I I vI 0 � p a r 0 z o i� a r 5 x ~ T) P I" v Ga > z A Lr] A 17 I t. I I ' I �zD Z z co - 0 o - o I ? � 1 F o 1 � I t I ! THOMAS J. SOTOS L ! N i PROFESSIONAL F LIC. / 55225 ENGINEER L � J•1� � �,. .. A. Revises NOn 12-0127.2j & 12-0127.06 T 'c' & to,np�US r ult'-Slide door ponSls./or ®�� 8501 N.W. 90 ST. s ono w comply ./201CC re MEDLEY, P.-a, FLORIDA 66 11�D�TIDY F;S, I,t)-C__l pH No. (305) 696-8660 B.Re.ned to comply r/ 2014 FOC C.R°.:se0 to ;omply../2017 FeC I MANUFACTURER OF QUALITY ALUM/NUV WINDOWS AND CLASS DOORS �,�;;.'' '.• N. ERAzo os/2D/IzI SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.NI.I.) n..v`e AV! N. ERA20 ii/o1 Il EXTRUSION DETAILS & FRAME AND PANEL CORNER ASSEMBLY DETAILS DATE:. t - .�., / .n ...r.me... ., ..c.;...A.. C I n°¢ m. Name..)r1¢I_r;ct N.p.. .,:5➢ sA..e -- - -------- � �` � L9200-I20] 17 of u ru N C� r0�1 N I1—C I C 4 ip I �� O O A C O C D ryT i L — L N O 0 J y y r D O L.J O A 5 O 0 Ln ID .{—r n 4 —el A � _ -�� V n O O i=1 O 2 � I C �e A � � D Ae P7 O 9 o y S n O O x Z A L7 A � a I I it i $x St! �6ag n .r geg r `ro II TIIOMAS J. SOTOS , —PROFESSIONAL ENGINEER —FI..LILIC. 1552Y5 w< N A.Revises VOA •2-0727.2L G 12-01'<7.06& to include Atuil'-S6de door panels./or �� 5�� ON 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 •V'n• W/O pockets and to comply w/2010.FBC pR No. (305) 696-8660 nIar'. . ` 9.Revised 10 comely./2014 FOG I <� �<'•� `"•i" C.Revised to comply 2017 i0C QLI MANUFACTURER UATY ALUMINUM WINDOWS AND CLASS DOORS ��i •. F �[1. ,•vi �/ � OF 1 SCD-9200 ALUMINUM SLIDING CLASS DOOR (L.M.I.) J�d!'� •A �qi`• N. ERA20 Os/25/121 I :7l gl4g4sti� x<.o<d ev: f n N. ERAZO n/ol/ly EXTRUSION DETAILS, RCINFORCEMENTS & FRAME CORNER ASSEMNLY DETAILS C <el<: --M1ofu<r ,.«Nump.. b, DA x<J.« ,.(ny Nu.nD«' SAr<r: Anf.iaw J L9200-1201 1/of 19 4ti I SCANNED MIAMI•DADE BY MIAMI-DADE COUNTY a '4 0 11r`Sonnotv PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION I -- T(786)_3.I5_2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA RECEIVE® www.m amidade. ov/econom Lawson Industries,Inc. 8501 NW 90 Street JUL 0 3 2018 Medley,FL 33166 ST. Lucie County, Permitting SCOPE: I This NOA is being issued under the applicable rules',and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such Product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT: Drawing No.LAW-ML-1001,titled"Aluminum Tube Mullions"sheets 1 through 10 of 10, dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent 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 considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0529.03 MIAMI D®utvrY ��1 r� Expiration Date: May 30,2023 J Approval Date: June 14,2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision D dated 11/21/17,prepared by manufacturer, I signed and sealed by Thomas J. Sotos; P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion,prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02,tested per ASTM ES,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum 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-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile 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 120" span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-02-1716, 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 Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 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, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez, Product Control Exariner NOA No. 18-0 Expiration Date: May 30,2023 Approval Date: June 14,2018 E- 1 Jr Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) 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 sliding windows mulled at top with a 90" span mullion and a 45"high fixed window on top,prepared by Fenestration Testir g Laboratory, Inc.,Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), and of no financial interest, dated November 17,2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering& Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel P ,P.E. Product Control xa iner NOA No. 1 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 I I Lawson Industries,Inc. NOTICE OF ACCEPTANCE. I EVIDENCE SUBMITTED I F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test.Reports No.: FTL-3619,FTL-3620, FTL-3621, FTL-3622, FTL-3623,FTL-3624,FTL-3625, FTL-3626,FTL-3627, all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a'1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-ML-1001, titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2" span aluminum 2"x 4"tube mullion with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test reports on: 1) Large Missile 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 108-1/2" span aluminum 2"x 4"tube mullions with no reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda, P.E. Manuel Pere Product Control E mine NOA No. 18- 9. Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 r Lawson Industries,Inc. NOTICE OF ACCEPTANCE: ! EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane,Engineering &Testing, Inc., Test Report No. HETI-18-6038, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1) Large Missile 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 120"horizontal span and 74"vertical span, 2"x 6" aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel erez, . Product Control EV,2023 i r NOA No. 183 Expiration Date: May Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT co AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE z ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0 0 GLAZING HORIZONTAL MULLION PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS e a ANCHOR/CLIP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY + N GENERAL NOTES: .0. e Fo N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-51h Edition&2017-6th - + N Edtion)INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Z C y w- VERTICAL VERTICAL 11 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE w x O Z o 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER MULLION MULLION 3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. p j II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, `� a O Z = N INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 2 Cs] GLAZING GLAZING GLAZING 9, — GLAZING 3 I a � � � 4.W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER � � F' -� PRODUCT PRODUCT PRODUCT PRODUCT 3 LOADS TO THE STRUCTURE. E, F=- 5.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS U EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. z ANCHOR/CLIP—) 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETALS m S ARE NOT PART OF THIS APPROVAL. Q, ¢ g ' 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF o j WOOD ANCHORS ONLY. w Q IL E B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, �+ x W1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET Q�' Z U ' MULLION SPAN THE REQUIREMENTS OF THE FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION SPAN• �) F i W _ MULLION & CLIP NOTES: WIDTH (w) W1 + W2 + W3 Q 1 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX.-M_ULL—DESIGN__P-RESSURE--CHARTS— _ HORIZONTAL MULLION- - -2. FOR-MULLIONS-WITH STEEL REINFORCEMENT REFER TO SHEET g r a n aw - 4 OF 10 FOR DETAILS AND NOTES. go e 2'o o • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS y _ GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS d • VERTICAL PRODUCT N 3 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. MULLION + • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS m Z 3 b D , S Obi GLAZING GLAZING o a - PRODUCT PRODUCT m GLAZING GLAZING PRODUCT PRODUCT o a 3 ep E. �E VERTICAL � ANCHOR/CLI MULLION ANCHOR/CLIP 3 0.• * ... W1 W2 W1 W2 av U. W MULLION SPAN q PRODUCT REVISED • as cwnph•;a with flit Florida aQrd t0 C `�, W7 + WZ W1 + W2 Building WIDTH (W) = 2 WIDTH (W) = 2 Artpa.rctw q. •• ••• Ex vatioo Dale 3 F'e - I TYPICAL MULLION ARRANGEMENTS ai Daatval�atc 1 '�"�TI1G°'' F ( a 0 u 1.690 L .125 a A62� I.soo O E .156 TYP. F�T0.� .125 p ¢R Eq 3.000 4.000 1.500 062 � -4 1.40 4.000 1.732 1250 . to or z 3.000 3.062 3.000 .115 O1 n Q a -N I 2 X 4 TYPICAL 2.000 1,132 2.062 2.0 Z Y z y 1- 4.500 -I STD. TUBE WINDOW FRAME 00 J z p Z C7 MU I N �w= � � G o 2X MULLION CLIP I I J- I I m f a 3 a s o 6063-T6 .IBB�I 4-1.000-1 .156 I 102 II{� 1-L000-7 .156r A78 IL�� a 6A00 M-L062� I.IBB F-1.062-I I.188 �1.062'•I 2 z NOTCH 'L'� 2 x 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 w 3 •L• oPTIONAL STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION V m m M ION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 C E- In Ixx: 2.070 in`. Ixx: 1.000 in: Ixx: 0.950 in`. Ixx: 0.370 in. Ixx: 0.330 in. U o ILSxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in' Sxx: 0.370 in3 Sxx: 0.330 in3 'z J a ; 2.000 (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) z U o � a l _ I STANDARD TUBULAR SHAPES ---2.000--I a REV!$F� _ b I TYP.WALL = .125•ALL I :o•?!ylrrg Ni{h 1!m I•Tnfida O a '3 I' ALLOY 6063-T6 �1.00D�. Bui!u ng(;py� U .125 A-j-u M l w Eti•I 10 lion Ua /JI1F•j u .750 I TYPICAL �.,�K7 w z Z) GLAZING PRODUCT l24 I�I.000y I3Y F •"'1j ; .IzsMia�n F PTudlrct F I �0 I I.00D 2 2.DDD .125 2.25D r .125 Q 4.000 .i 3.000 " z .DOD -- _ _ --2.000- Aiz soO -- N r ry ae ---- - 4.000 1X MULLION CLIP 2.000 3.DDo -4.000 0 3G _ 6063-r6 - 1 X 4 1 X 3 1 X 2 zo MULLIONS CONTAINING STD, TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION d �•L'� C'L TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 6063-TS 6063-T6 OPTIONAL HORIZONTAL OR VERTICAL 2 x a Ixx: 2.070 in. Ixx: 0.950 in'. Ixx: 0.330 in`. u « a m o Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 $ o STD. TUBE MULLION STD. TUBE MULLION a SEE WINDOW OR DOOR APPROVAL FOR 6063-T6 6063-T6 FASTENERS SIZES AND SPACING 4 u D i I a Ixx: 8.280 in. Ixx: 2.980 In, a ° c z Sxx: 2.760 in3 Sxx: 1.490 in3 a E a J S I �;L•� �.L./� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS a m " d USING MULLION PROPERTIES ONLY MULL "L" INSTRUCTIONS: o t USE CHARTS AND GRAPHS as Fouows. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 0,4,9`ij15f 0kjtg2j 1 X 2 1.686' ANO CAN BE USED WITH ALL LAWSON'S MIAMI-DADS 1 X 3 2.688' STEP 1 DETERMINE OESICN LOAD REQUIRED FOR PARTICULAR OPENING. w v4 Q�J,•>•°'°°' •.•�•�• COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. Ny,�:�; •Q�-rAr i STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD p�c�l� ;}� 4,I,:V)'.n NOTCH I X 4 3.688' REQUIREMENTS. Z OPTIONAL STEP 3 USE CONNECTION TO GULUON AS PER PRODUCT Nta�'!C_5 , ?°',� 2 X 4 3.688' APPRovAL. NOTES. 1:! -: sS .125 MIN. 2 X 6 5.688, STEP 4 SPECIFY MARIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET �- 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. - 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR -o- •• SNUG INTO TUBE MULLIONS. IN STEP I ABOVE. _ ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 5 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9•SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION �2A0o� 606S-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I aaOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. c O OJo N!n O A m N OWf O A W �N T O A D N T O A W W N OWi 0 A m N T O A W JW N OWf O A OAo N OWi O A W� v A o2 p� W r n tal J f]1 W r N ' D Z O S N O N A N V W W J J W N O A W tD W W A W-1 p V Ut W O1 J N W N Cn X C I F y A A 0I.I W W w 0) W.0 Wfas<l,'w O, W w?Oo W(ll W W t0(n W tD(O W 0 0 0 N y Z AA !S O W,tWO Ut O(Ra NN NVt((]Tt NWUt WW NW WN vW NtU11,WN N(tsot WW N,VCni N0 WUDAOVVOWVAOWpOAO,Wm $ W W W O N OAW O-O O N W MULLON C SPAN 03C3m 0 N A N NNtJNN N N NNN N N N N A-tJf000WAJt0O J W N A 0 0 0 0 0 O O O O O O O O O O O A O Z ON \\\\\ W O W W O.VWi N N tNi,,p,(N)t ✓•O O N p N,(N7,N W N(7Nt W.tWO tNit(Nst tNJt.tNl,.(N7t,tN1,.n,(Nlt.(Nlt tNlt tNJt N.tNs,UNi,tNJ,.tNi,N tNJ,.tNt,N X N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A O o N N N N N N N N N N N;3 N N N N U'Ni T N N �W�N X D O s / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O W z C- yn // p (� _a ram- OJD N OWi O A AW N OW,O A W pJo N Omt O A W N HWf O A W W N tJml O A m N WW O A W WNW .A W N m C F W2 W1 - J C � Ns� oi m a N ^G n N A � m V -ZI�J'Oy U r Z r*t a n Z p no D 0 r gm r N W X D '<n z . i.,W 0 II Z m xm O _ W=0 Z m ou io tD W i W W N W V w £ -1.Z7 Z D (D N W N W W W J W tD W- -+ W N(.J N y C = A r O D W N + Z z m z m ti N N N WW A W N N N N W W A O1 W N W W W A A W�t V W A A'tT W W V W N m m N J W A W A W J O O N A�l O W lO N W O W T O at N W N N A O7 (.J tD Q1 01 W T W(N7,X C O{ J O Vt A W A W N W W--• W�!?W tp O W W W O O A A W N W W N N O A r ti = z _r = D Z z -i _ pppp 2 N A (n N N N N W W A A MWNN W W W N W �n W A AW W,OWo T(Vlt Op N N tNJt W W m N tD V N tNlt N X N D tD O N A J U, lO N W J tO N N tD O O A(J V-+O J W V-�-�O W N V W p D O fD J J N W Qo O O O A m O m W W W W V W tp p W N N W. V W Ni O N A N N N W W O m N A N N N N N N."A N N N N N N N N fTl N Ot N OD N Ut V tJ m W tl,m W W Wi V W.tl,U,Wp W N N W O W W W U,W O O A W N N W W N W X A W O V N A W W O O W O A W W.m tJ aD 0 0 0 J W A J N W 010 O 0 0 0 W IJ tJ 0 0 0 0 0 0 0 W m z O N O A OAo N QWt O A W OJo N pWf O A W N!n O A W m N Qt O A 00 N OWi O A W W N f1Wi O A W N m O A 05 C p r o A N o F. D Z X Sp nnmC,` ht x v a< W W C W yy m , C W W Oo O V m W O O 0 Z i W W W W J.-N+ONl(WTi W J ,ONi O OWi N O X N U W W o O Vt O W O N W V W-.W W N N V lO W W A N A I THODIAS J.SOTOS PROFESS(0�'aLN�NC��ItNEER W W W OJ V W t0 -+V U, (T W W N W W V V A O A N W N to A N N W W F J1, 10.-.y 53zgv�v �� ya \yybyy.JY� vvi jGE�rySOTO�i� R.w.tannat.,: //��T 5 .�.� A' - No 1- 1 a this sheet �� V V � � ]� T Vµm//WmryIJ/ 1\"�V// 8501 N.W. 90 5T. O 66225 �. 'B' -Revised ante For the FBC-2014 MEDLEY, FLORIDA 33166 • ••:* C.Compliance w/FDC 5th Edition(2014) INDUSTI�IE S, INC, pH No. (305) 696-8660 .0 Q D.Compliance w/FBC 61h Ed{lion(2017) S E OF J�YJ` E.OP Loads copped at 125ps1 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS Dawn ev: vat.n.awn: N. ERAZO 04 27 1D ALUMINUM TUBE MULLIONS � s �,� Rea4.d Dy: Daft R.Wr6 � r N. ERAZo 05/14/19 UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES r!:1 elicits �� R.—dam E sate: R.ad,.et R./er.M.nvmA..: v.awnv n,,.ne..: sn..o R.W(an r. DATE_____ LAW-ML-1001 3 OF to v 1.690 7L- ,125 LODD .062J .688 712 1.000 1.500 I n -- .125 .06 I .I25 .688 Q O ,Q .I56 TYP. I .125 O O 2 t5 0.0 y 3.D0o 1'[ 1.732 F'nr1 1 a o Laos 4.000 ns Q o a o a.000 3.000 3.00a 3.062 O 3.00D 2 X 4 40003.625 2.688 Oj 0 STD, TUBE TYPICAL => a MU I N WINDOW FRAME ^w o o to �4.500 2 Z zw 2X MULLION CLIP •leer 102 .156rI ,1p2 "Loop-� cO 2 a o o 6063-T6 I III,.. F-1.062� 1 X 3 I.IeO 2 X 6 FIA62- .� O A 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 2 �, I NOTCH "L• \ 1 X 4 6063-T6 ? OPT10NAL MULLION STD TUBE MULLION 1 X 3 CUSTOM MULLION m 14 CUSTOM MULLION sofi3-r6 R `.j 6063-- M CUSTOM MULLION x 6053-T6 . 6063-T6 a F"1 E- Ix a Ixx: 2.t68 n. Ina. ox: 4.709 in. Im 4.709 in' Ixx: 2.168 ,n. xx: . u Sxx: 2.355 In3 Sxx: 2.355 In3 Sxx: 1.445 in3 Sxx: .445 .n3 Sxx: 1.479 .n3 `z v I--2.000 U e (FLANGE FRAME] (FLANGE FRAME] (FIN FRAME) � d STANDARD TUBULAR SHAPES z.opo--1 U1 c o TYP.WALL= .125"ALL �i.seo ALLOY= 6063-T6 d W °: U M �1 .T50 II TYPICAL j a GLAZING PRODUCT .180 2.,o, 1.000 �1.625� 2 5 E 2.000 Izs 2.250 : - �{ m I 4.101 6.000 g12 S.M.S. _- -- d .- 012'D.C. 4.000 .125. - -- --------- - a.sao - - _ 1X MULLION CLIP .3A0a a.000- -'- -- 3.625 6C63-76 I. v MULLIONS CONTAINING C/•L•� ,C,L"� TYPICAL GLAZING PRODUCTS caxs.a N h 4 OPTIONAL HORIZONTAL OR VERTICAL y U U NOTCH pRODU�REVISED d m m : coaPlYtTCi with the Florida SEE WINDOW OR DOOR APPROVAL FOR 3uildica C°de 1�� q•CL' x o z x 6 2 X 4 FASTENERS SIZES AND SPACING <e lance too _ STD. TUBE MULLION STD. TUBE MULLION �:girPati.^n Azle �23 u i 2i fi063-TS ° 6063-T6 =i E E J f� a Ixx: 4 By ly 19.648 in. Ixx: 7.649 in.. Nlin lade Iodmt •L_/ \ .L,� CLIP LENGTH Sxx: 6.549 in� Sxx: 3.825 in� a RECTANGULAR ALUMINUM TUBE MULLIONS �' ✓ INSTRUCTIONS: USING MULLION PROPERTIES ONLY z tT;Lt9�17:1/+ZF I\ P2X "L" USE CHARTS AND GRAPHS AS FOLLOWS. It ` 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT o: 2.66B' STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS �`~•• •• STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. r� ;'_�� C 1 ;'�iV% • NOTCH 3.698' REQUIREMENTS, pZ� 7 _ OPTIONAL ST p USE CONNECTION TO MULLION AS PER PRODUCT NOTES ��� 3.EBH' APPROVAL. �- zN 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING- 1. REFER TO THE GENERAL NOTES ON SHEET sou• ;v; ap 2.000 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE I OF 10 FOR BUILDING CODE COMPLIANCE. 1. ALL CLIPS AND ANGLES ARE TO FIT STEP S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR L SNUG INTO TUBE MULUONS. USINGHORIZONTALLY. IN STEP I ABOVE. J °, •k(-%: ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USG ANCHOR TYPES ON SHEET 6 THRU 8 AND ANCHOR CHARTS 3 REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 411 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9.SELECT ANCHOR TYPE LWi11 DESIGN RATING E., ! ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. o aVD N tlmi 0 A W N N O A W m N QmI O A S N OWf O A W aV,N dmf b a AW N O O A W OJD N T O A�N OWi O A W � v� 3 � w C £ m r �t2 n W W W a`p V D Z N N N N N N N N N N N N N N N N OS �An PI W A O(h N(n N N N W V N N(n N Ut N A N V N Vt N N N Ut ut V• N to to to to N o to N fr to X m N n i D r n D __ _ _ __ _ _______ __ m Z j A N N N N N N N N N N N N N N N N N N N N N N N N N N N'N N N N N N N N N N N N N N N m N (r 0 N 0(n to N N to N 0 to O N N N X O MULLION A A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O C O O O A A•f � SPAN m N N N N N N N N N N N N N N N N N N N N IN�N N N N N N N N N N N N N N N N N N N N N N N N C to(n(n fP N N N ut N to U N N N N N ut N N N N N N to to(n(n UI(T Gt UI N N (ll(JI(Jl U1(Jl Ui N(ll(ll(T N X W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O A m 3 c r r A n \\\\ N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N O O 1\ to to N N N N N N(n to lP N N N N m N N N N N N N N U N N(n(n N N(n to N(n N(n N(n!n(n ut N N X � 80, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o W m C �n pct os ' o g ((nn (tnn y}a. NN {(nI1 pp Op s W N W O A 00 N OWi O A W Co N Oml O A m N Owi O A W m N Oml O A 0,N T O A W m N N O A aD N owi O At;� Z C Z f 2 3 J C n W m A r C A V W2 1 . O Z >>O Z m rC 0mZti OWN WCJ NAW OWA.p NN WNWNW W Oo WoNWNWN fA.AWW NAto oAVfI�01 pW ON VVto tWOo lM mA NNo NNW A.WWNWWAAN N A Ano.. no m nCr N co W N NNO iWN N N N W W co X TO OOyp r m Z A m r- O01 W O VO W W N fW y NC0II NN0 Nt0o N(0r A0)WW_ W_N NN NN N(n Nto NN Nto NtOo Nt0o NN0 04 _N0 Nu0t NN0 NN0 N0N N_N0_N0 NX O V O O OOG O A t3y0Z D CW 7 m p XC N + Z Z m Z -+ -+ NN.J NN�N N N N N N N NN NN N N O 0 0 0 0 0000 a O O O O 0L7 p p to!. o NNO o Xm A NUN O z N A L N ((nn ((nn yy,, (tnn yy {tnn yy S aVD N N O A OAB N owi O A W m N.O A W IAJ m OW W OV,N pmi O A 0o N OWI O A W �N Omf O A CO N OWi O A W C' 0 m 3 o m m c O n W N r Z Z m t7 AA N W N N to•VNi W(D A W to W N T W A X m m r m _ O)Oo A l0 W tD N m W O W V W N of aD(D A�I O N W W N W m N V J UI X O W A O UI A V O m N dB V J IJ to A Ol O W Ol O O.1p(o to tD V) V to t0 O A 0V A •a n m o N N N N((,,JJ W A O V N N N N W W W A U W W N N W W A N(n V W W W A A U W J tp N N C W tD W W tp A W V to b O N A V O W W N A J(o W t0 N P.p 0 W O V U W N!T W W V W m N X A tD V wa 6 b,�O)V V Ot W(n to 0 0^!O O O N tD to fJ W O to Co O A�W� tp tD A O)Ul W W J N W O A m C _ r O)W V W to � O)V W t0 to to -• N [ V to W m V O N N N W V W tp V of m W N N m O O N N N N N N m 0 W A N N N N N O fn ao U N O N W ut N(n N W V1 W t0 fn N N(n fn X N V tJ--• W N W O O W W O W O W O N m Q O N O W O O to N 0 0 0 O 'W tD W J O O O O O W Z c 4 G m i o ' THOMAS J.SOTOS PROFESSI GINEER y` ••�, SAC••;�sj�I' A• - No i-d a . F Sheet ,�(� "R-/9 T ,{-`( 7ta T 55228 E - ReYis,d dot, For the FBC-2019 11/III CkRV/dCWV/ p✓�l 1��W// 8501 N.W. 90 ST. �`:• ••'i C.Compliance./FBC 5lh Edition(2014) I INDUSTRIES, INC. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 D.Com font,./FBC 6th Edition(2017) 01 IAj E.OP Loods copped of t25psl MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ✓� ••. [�.:•.y'ff•' Auum BY: palr Drvuln �i♦ R1n•,�r;:��` N. ERAZO 04 2v t N. ERAZO /l4/I 0 ALUMINUM TUBE MULLIONS a •• V• a.w.a a: •a^a••4' REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES OSfi � •YIi'J 1;ttll►q� E sm.: ai awl a.7.......x,,.�e..: o.sw,.e m.,,.e..: LAW—ML—I001 sn..e 5 OF fl• 10 "t—a: DATE__'___ t MIN. EDGE DIST. / 5/16•TAPCONS 5/16-TAPCONS 2_3/76" CONCRETE OR 1 1 4" MIN. 1-1/2-MIN.WOODR PNTRT 1-1/2'MIN.WOOD PENETRATION 4" HOLLOW R CK y EDGE DIST. 2 PER cua(I O I PER AN 5/16-TAPCONS 5/16-TAPCONS 0 ti 1_3/0 MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY yyy 3/4" PER CUP(2 ON EACH WING) 2 PER ANGLE In p F MIN. - „1 m h Z p � I I •I I I• m O�N Z W n y o ZW (n zz ¢ II n 2 7/16" ii it ii it m w=--------- ATING CLIP I I I ALUM ANGLE X MIN. II II I I II O.I 2 LI LI 1 BY IL_ll II II 2%2% 1/B' a F \ I 1 WOOD BUCK I I I I - I ------------- I WOOD BUCK j' •j 1%FLOATING LLIP 11 II ALUM ANGLE Tm I I I I I N I I I 1 u u 2 O m 0 I I I I I I E- 3/4" MIN. 5/16'TAPCONS ANCHORS TYPE V (INTO BLOCK) U ¢ E EDGE DIST. z :T 1-1/2•WIN.WOOD PENETRATION Z o I PER ANGL ANCHORS TYPE 'G' (INTO CONCRETE) j g - - - 4 ANCHORS THRU 1 X BUCK M j ate. All CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK u p -2 �. N INTO TUBE MULLIONS. 1"x4" & 2"x4" MULL d F I \Z I I TAPCONS MAY BE HEX OR FLAT HEAD. �1W+ p• MIN. EDGE DIST. o E 1 1 1i n 2-3/16" CONCRETE OR O i 1 a" HOLLOW BLO K 5/16-TAPCONS 5/16-TAPCONS Z z EQ 1 1 II II 1-3/4-MIN.EMBED INTO AS 1-3/4-MIN.EMBED INTO MASONRY Q ¢ E 1 II II PER CLIP 1 ON EACH WING I PER ANGLE p 1 2 I I 11 L ) ryry - 1----------"'I WOOO D BUCK u 2%2%I I ALUM ANGLE 2 E - ( - H I I L' u C�� • •• C�� - -- -- - v 1 i ALL CLIPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. •1 '� R o aY ANCHORS TYPE 'A' 4 u n n u it h 2 ANCHORS INTO WOOD X II II II II p '� ¢ IL_JI 11 II 1BY 2 X 2 X 1/9 L 1 --------- I WOOD BUCK I I 1%FLOATING CLIP It I I ALUM ANGLE " a " " c , 5/16-TAPCONS 5/16-TAPCONS I I 1 I IJ Li a x t a e 1 1/4" MIN. 1-1/2•MIN.WOOD PENETRATION 1_1/2-MIN.WOOD PENETRATION I I I I I I EDGE DIST. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I Z u az n P $I E E ANCHORS TYPE 'C' (INTO BLOCK) I W g Im�� M? ANCHORS TYPE 'F' (INTO CONCRETE) e 2 ANCHORS THRU 1X BUCK •�"1°"'"'�' . INTO CONCRETE OR BLOCK 'YET• a 5�:='��' 1 1/4" MI I ii ii ii ohm �}'•;N Q IL__JI II II i 1 .M 3 FLOATING CUP �••', , I I I 1 I I I ALUM ANGLE ; ; 'n •,�•,-4. \ i i WOOD BUCK i u u i i PRODUL"i'REVISED •_ 1-':�_` _ I 1 I j i f-________1 A,u1r p1>ilq W":MI The Fimidayp :`.� -` .-•,.._„`,I I I I LL I Uu;ldin�CAde p 0� S e]:Te:iO Dme 2d13 � �. r;``• ;.v'.>.�° ' I ANCHORS TYPE 'B' ALTERNATE . i'• Utz 4 ANCHORS INTO WOOD ANCHOR LOCATION !�i ,Mh:Prodocl E- • I n i 'r .. i 5/I6-TAPCONS H Q 1-3/4•MIN.EMBED INTO MASONRY MIN. EDGE DIST. 5/16'TAPCONS 5/16'TAPCONS MIN. EDGE DIST. 2 PER CLIP 0 ON EACH WING) 5/16-TAPCONS 2-3/ TE OR o rn 2_3 OR 1-3/6"MIN.EMBED INTO MASONRY a" OLLOW BL CK 1-3/4"MIN.EMBED INTO MASONRY 1-3/d'MIN,EMBED INTO MASONRY p It, k7 a' HOLLOW BLO K 3 1 4" 1 PER ANGLE 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE p o q 0 zo MIN. 3 4" oM ¢ Z a o • • •I n 1 •1.. I I .1• n I - • •1. . 1• 1 • Ool ap I(I Z w P 4 O Q p Z x o (n z " 11 q II 11 N II II 11 J Z O •7-• < I1 III II 1 I1 II -------- I1 II CONCRETE OR I I cd a -3 •-T o < I I I I CONCRETE OR I I i 1 x Q IL_JI CEMENT BLOCK II 11 Q IL-ul CEMENT BLOCK II 11 ', Q I CONCRETE OR �- I I I I 2%2 x 1/s' (�- 1 1 I 2%2%LE _.1 1 --------- 1 CEMENT BLOCK I 1 11 11 ALUM ANGLE . 1 -- - 1 I 1 U U ALUM ANGLE J M p ry I I FLOATING CLIP- u U N I 1 FLOATING CLIP i I I 1 Z r- 2 7 16 I I I 1 1 w o Q I I 1 I 1 1 MIN. I 1 1 1 V � F.. ,..] ` ¢ Q] 3 t 4" U ' MULL MIN. Z j z z s MULL n ANCHORS TYPE V (INTO BLOCK) "1 N ¢ F ANCHORS TYPE 'C' INTO BLOCK) ) a 1 1 ANCHORS TYPE 'F' (INTO CONCRETE ANCHORS TYPE 'G' (INTO 0 CONCRETE ) W a L) 1 1 1 ° 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK F in c> a 1 1 1"x4" & 2%4" MULL _-�-_ y i 0 1 ALTERNATE MULL ANCHOR LOCATION MULL FLOATING CUP r_1 CONCRETE OR (`- N 3 N CEMENT BLOCK j� jj oa p eo It II -_t T. N N 1 n I f. . I, *� I • , R 1 t�•1 uai 5/I6'TAPCON$ 1 1• �,"_T, 1-y/C uIN.EMBED 0INTO MASONRY(1 ON EACH WING)2 PER CLIPCONS Z' 1-3/4'MIN.EMBED INTO MASONRY Aa U U w I 1 112 SMS 4 PER CLIP(2 ON EACH WING) rc m ci o j t I I 2 PER ANGLE b C S I I �h a U. b:y.. It ALL CLIPS AND ANGLES TO FIT SNUG If'q U O•�y 1 1 11 INTO TUBE MULLIONS. 9.4 iO Q�4� TAPCONS MAY BE HEX OR FLAT HEAD. <• :ly w # < O;O 1' o 1 :OO11CT i2t:VI5:13 NZ" ° ��°j:• •• �s rnmptyiTgt.Yith the Florida • Ouildvlg Ccwle sr�'•111,p 4/ <Z I •I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO �PRECTOED s�celn ( Qj FoWITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINO G. y�ttcR Lhtc �ZD'/� WATER-WHITE METHACRYLATE LACQUER. a ••Ilf•ITI �I BY G 5/16-TAPCONS 1-3/4•MIN.EMBED IAiawt ct C] INTO MASONRY- I PER ANGLE MIN. EDGE DIST. MIN. EDGE DIST. 2-3/.16- CONCRETE OR 2-3/16" CONCRETE OR 4' HOLLOW BLO K 5/16'rAPcoNs 4' HOLLOW BLO K 3-3/4" s/16'rAPcor+s c 3-3/4' 1-3/4-MIN.EMBED INTO MASONRY MIN. I-3/4'MIN.EMBED INTO MASONRY C MIN. a PER CUP(2 ON EACH WING) 0 PER CLIP(2 ON EACH WING) O CA E- a I I < n m h z e CLIP LENGTH o c o MULL "L" o n a A 1 z c F X d 2 X 4 3.688' 1 W o o z a 2 X 6 5.688- X p y o o z Z p c W= N 1 1 M \ 1 - _ 1 1 2 2%6 NULL 5/16'TAPCONS N j WOOD RUCK 1 2%6 MULL J 1 = 1-3/4'MIN.EMBED INTO MASONRY \ i ( 5-3/4 TAPCONS MIN EMBED INTO MASONRY 1 4 PER CUP(2 ON,EACH WING) ^ 1 1 G] Z 3r -_____________________________ 1 a PER CLIP(2 ON EACH WING) j cm O �a 1 7 3/4. 0 y E% Y C < MIN. r____________ 1 MIN. � j z 3/4' _ i Ze _ pg fLy�,��/ � Q F 2X6 MULL ��_ 2X6 MULL - d w C O � - CLIP LENGTH _ - 2X6MULL -------- ~' C G=----------- a MULL "L. `_ j u a '< 2 X 4 `----------- C~ \z \z a V) s I -- Z z O ------ ..- ♦ `M z 3-3 4' MIN. e � i ANCHORS TYPE 'E' (INTO BLOCK) d W - 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG Ier ` INTO TUBE MULLIONS. ANCHORS TYPE •H' (INTO CONCRETE) WOOD BUCK ANCHORS TYPE 'E' (INTO BLOCK) rAPcoNs MAY BE HEX OR FLAT HEAD. r ° m 4 0 4 ANCHORS THRU 1X BUCK « '` o H INTO CONCRETE OR BLOCK °i n° ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED 2"X6"MULL SHOWN e m ° ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2'X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. �o =� E E J Z I U U O p ' ,qyl;lflf.�tl.ij9 ` f i,eL N l fj: cp PRODUC17 REVISED zs cmuplying Wiu,the Solid- <H3. 3 13ui1ding Code c y�'•) I a.u,Kerb 0 6 F��t>'' G.yiriio Late �e z °: •'r'"• I. E bl a Product CA:etr .'• ¢ I 1 MIN. EDGE DIST. 5/16'TAPCONS 2-3/16" CONCRETE OR 1-3/4-MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH .- 4' HOLLOW BLOCK - 4 TOTAL(2 ON EACH wING) MIN. p g MULL "L" 1 X 2 1.688' m y o a •' \z n� y Z ,• i, i n� •,• .. .I I n� 1 X 3 2.668' 1 X 4 3.688' °�o'm° o 2 X 4 3.688' 00 o m m u i i i i i 2 X 6 5.688' ;` H U ' 2 7 16" ° I I I I z i 3 Fq z ° / ° I I I I 1. ALL CLIPS AND ANGLES ARE TO FIT I o o ¢ n MIN. 2.a or 2+6 M�II SNUG INTO TUBE MULLIONS. c 0 z O 1 I I I I 2 X 2 X 1/4' N MI S .; OO �______ aLUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG tp a _ I --'---_J i 3 L i INTO TUBE MULLIONS, SEE OPTIONAL I ANCHOR DETAIL AT SHEET 9 OF 10. j o f Cz3 Z BE: CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED. 2/CHANNEL TUBE MULLION -4 a WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR .. Q E- WATER-WHITE METHACRYLATE LACQUER. _ U F F E E- Z ` ------- ---=---- 4 � MIN. EDGE DIST, m 2-3/16" CONCRETE OR S 6 a 4' HOLLOW BLO K 112 F.H.S.M.S. ¢ F 2/SIDE 4Q:j a 1/8•THICK ALUM CHANNEL I ry j U LENGTH TO... SNUG WW - INTO MULLION � � TUBE MULl10N ly V C Z TUBES MAY BE NOTCHED 2 AS SHOWN TO ALLOW INSTALLATION J U a OF CLIP ANGLE Z Z CAULK JOINT AFTER ASSEMBLY LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES �`+ X #14 FEN SEAS 7H ARE NOT FIT SNUG INTO TUBE ¢ I 1 I I 2 PER CLIP HI MULLIONS. I I I I ACCESS HOLE 1-1/2.O.C.MIN. _ I I I 5 B"2 i i ----- ----- m I I ' 5/I6-TAPCONS ®14 SMS j c 0 0 0_ a u 1-3/4•MIN.EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE IF III III I -� 2 X 2 X 1/8• THIS SCREW CAN BE I i M a H i ALUM ANGLE INSTALLED IN EITHER I I12 FH SMS I I C s A a5 O _ DIRECTION (I ; 2 PER CLIP I o I•I {�' I 1'O.L.MIN. I 1 2 Z Z 41 $ u o $ a v 1-3/4-X 2-X 1/8•(FOR 2BY TUBE) 3a U ¢ • \Z 3/4-X 2•X 1/8-FOR(1BY TUBE) n ALUM AN I ° CUT TO FIT SNUG INSIDE TUBE ? n -- -- ---'------ ANCHORS TYPE '1' • METAL TO METAL CONNECTION • USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION T PRODUCT RF.VISEID sgV' 3-3 4" ALL CLIPS AND ANGLES TO FIT SNUG uco ?IvlgawlWlheFlyda eh h I / lbitdiug Cnde. . F,I�„n"'r.-•'•:'. -,I MIN. INTO TUBE MULLIONS. Acr.Pzx Nots' 2q•O a Y"-I 1 3/4 OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. LxpiratioM Dare / 'j ;;�,21 i.�.. "',' Y C4 MIN. ANCHORS INTO CONCRETE OR CEMENT BLOCK By Co t n Miami nd.ProducNIr A i ANCHOR TYPES ANCHOR TYPES ANCHOR TYPES Width(VAMULLSPANI A B C I D I E F 1 G I H I I Width MULL SPAN A B I C I D E F I G H I I I VWIthivh MULLSPAN A 8 C I D I E F G H 1 y 18 125.00 125.00 125.00 125.00 125.00 125.00 12503 125.0D 125.00 18 90.72 125.00 125.00 125.00 12500 125.00 125DO 125.00 125.00 18 56.13 11227 129.07 125.00 125.00 14427 175.00 12500 125.00 24 131.65 125.00 125.00 125.00 12500 125.00 125.00 12500 125.00 24 68.04 136.08 125.00 12500 125.00 125.00 12500 125.00 125.00 24 42.10 84.20 98.80 145.60 125.00 1082) 125.00 12500 115.70 C 3 30 105.32 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 30 54.43 108.8E 125.16 125.00 12500 139.89 125.00 125.00 149.59 30 33.68 67.36 T7.44 116.48 125.00 86.5E 130.24 125.00 9256 N t 36 87.77 125.00 125.00 125.00 72500 125.00 125.00 125.00 125.00 36 45.36 90.72 104.30 125.00 125.00 11658 12500 12500 124.66 36 28.07 %13 64.53 07.07 129.00 72.13 108.63 14420 7713 ;,�a�16 tyil a 3 F 42 7523 125.00 12500 125.00 125.00 125.00 125.00 125.00 12500 42 38.88 77.7E 89.40 134.4E 125.00 9992 125.00 12500 106.85 42 24.0E 48.11 55.31 6721 110.57 61.83 9iO3 123.80 66.11 - 48 38318 65.82 131.65 125.00 125.00 125.00 125.00 125.00 12500 125.DO 48 74114 34.02 68.04 78.22 117.66 1250D 87.43 131.56 125.00 9749 48 120 21.05 42.10 48.40 7280 96.75 54.10 81.40 108.15 57.& Qo U j o 56 58.51 117.02 134.53 125.00 12500 125.00 125.00 12500 125.00 54 30.24 60.46 69.53 104.58 138.9E 25 77.72 116.94 1 ,00 83.11 64 18.71 37.42 43.02 1 64.71 1 88.00 48,09 7236 96.13 1 51.42 m C N 2 CQ 60 52.6E 105.32�121ADB 125.00 12500 125.00 12SOU 12500 144.72 60 77.22 54.43 6258 94.13 125.0E 69.95 10524 139.83 74.80 60 16.84 33.68 38.72 5&24 77.40 43.28 65.12 85.52 4623 v .-, i 66 47.87 95.74 7 125.00 12500 125.00 12500 1250D 131.58 66 24.74 49.48 56.69 95.57 113.72 6159 95.68 127.12 6&D0 6'6 15.31 30.62 35.20 5295 70.36 39.35 59.20 78.65 420772 43.88 87.77 0 12500 125.00 1250D 125.00 125.00 120.6D 72 M68 45.36 5215 78A4 104.24 582E 87.70 71653 627E 72 14.03 28.07 32.27 48.53 64.50 36.07 54.27 7210 3&57 � z6Z78 40.51 81.01 4 140.D9 125.00 101.11 MOD 125.00 111.32 78 20.94 41.87 4814 72.40 96.22 5181 80.96 107.56 57.54 78 12.95 25.91 29.78 "..80 59.54 73.2E 50.09 66.55 35.60 0 o Z O18 133.05 125.00 0 125.00 125.00 125.00 JaOD 125-00 12500 18 80.19 125.00 12A.00 125.00 125.00 12500 12ROO 125.OD 1250D 18 51.03 1OZ06 117.33 125.OD 125.00 131.15 125.00 125.00 140.24 24 99.79 125.00 1250D 125.00 125.00 125.00 125A0 12&00 125.00 24 60.14 12D29 M29 125.00 125.00 12500 12500 125.00 125DO 24 3827 76.55 88.00 13236 125.00 98.36 148.00 12500 IM18 ^a rn 30 79.83 125.00 125.00 125.00 125.00 125.00 12500 125.00 125.00 30 48.11 9023 110.6'3 125.00 125.00 123.66 12500 125.00 132.23 30 30.62 61.24 70.40 105.89 140.73 78.69 11&40 12500 84.15 36 60.53 133.06 12500 12500 125.00 125.00 12500 125.00 125.00 36 40.10 60.19 921E 138.67 12500 10305 125.00 125.00 110.19 36 25.52 51.03 58.67 8&24 11727 6558 98.67 131.09 70.12 42 57.02 114.05 131.12 125.00 125.OD 146.5E 12i00 12500 12500 42 34.37 68.73 79.02 118.8E 125.00 88.33 13290 12500 94.45 42 21.87 43.74 5029 7564 100.52 56.21 84.57 1123E 60.10 48 50518 P4990 99L79 114.73 125.00 125.00 128.24 125.00 12500 13T13 48 84 30.07 6D.14 69.14 104.00 138.21 772E 116.29'1250D 8264 48 132 19.14 38.27 44.00 6518 87.95 49.18 74.00 911 52`.9 n 64 88.70 101.98 125.00 12i.00 113.9E 12500 12500121.89 54 26.73 53.46 61.46 92-" 12288 68.70 10737 137.33 7346 64 17.01 34.02 39.11 %83 7&18 4372 6578 87.39 46.75 Q E-'60 79.8391.78 138.05 125.00 10259 125.00 12500 109.70 SO 24.D5 48.11 5531 83.20 110.57 61.83 9303 123.6D 6&11 60 15.31 30.62 35.20 5295 70.3'0 39.35 59.20 7&65 420T U � W66 725E83.44 125.50 125.00 93.25 140.33 125C0 99.73 66 21.87 43.74 50.2E 7564 100.52 5&21 84.57 11236 60.10 66 13.92 2T.B3 3200 48.13 63.97 357T 53.82 71.50 3825 'z 72 66.53 76.48 115.04 125.00 8549 12863 12500 91A2 72 2D.05 40.10 43AID 69.33 9214 51.52 77.52 103.00 5510 72 12.76 2512 29.33 44.12 5&64 32.79 49.33 65.55 350EHO• 78 61.41 70.60 106.19 141.13 7&92 118.74 125.00 84.39 78 18.51 37.01 4255 64.00 85.05 47.56 71.'Z 9508 5086 78 11.78 23.55 27.08 40.73 54.13 30.27 45.54 60.50 3236 ® m � z ' U 18 118.18 125.00 125.OD 125.00 125.00 125.00 125.00 125.00 12500 18 70.17 140.33 125.00 125.00 12&00 125.00 125.00 125.OD 12EWO 18 46.78 93.56 107.56 125.00 125.00 120.22 125.00 12500 128.56 24 68.63 125.03 125.00 125.00 12500 125.00 12500 125.00 125OD 24 52.63 10525 121.00 125.Cq 125.00 13525 125.00 125p0 144.63 ?Q 35.08 70.17 80.67 121.33 125.00 90-17 135.67 12500 9&42 30 70.91 141.81 125.00 125.00 125.00 125.00 12500 125.00 125-00 30 42.10 84.20 96.80 145.60 12500 10&20 12500 125.OD 11570 30 28.07 56.13 64.53 97.07 129.00 7213 108.53 744.20 7T 13 1 W � ca 36 59.09 118.18 135.86 125D0 12500 125.00 12500 125.00 125.00 36 35.08 70.17 80.67 121.33 125.00 90.17 13567 125.00 96.42 36 23.39 46.78 5338 80.89 107.50 60.11 99.44 120.17 64.28 tY Co 42 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T7.44 116.48 125.00 85.56. 13124.-125.00-9256---30 64.15 128.30 147.50 125.00 125.00 12500 12600 125.00 30 37.42 74.84 66.04 129.42 125.00 96.18 144.71 125.00 10284_ 30__ ------26.94--53:89"-61.95 9i 18 123.64 69.25 104.19 13843 74.E =36 553.46 105.92 122.92 125.00 137.40 12500 125.OD 146.92 36 31.19 62.37 _71.70. 10765 143:33-80.16 -120.5E 1250D 85.70 36 22.45 44.91 51.63 T7.65 103.20 57.71 66.83 115.3E 61.7142 45.82 91.65 f0538 12500 11777 17.-..W 125.00125.93 d2 28.73 53.4E 61.4E E244 7228E 68.70 103.37 137,33 734E d2 19.25 38.4E 4425 66.58 8&46 49.4E 74.42 98.88 528E 46 - 63 40.10 -80.�9 921E 738.67 t0i05 12500 125.00 110.1E d8 108 23.3E 46.78 53.78 80.89 107.50 60.11 90.44 120.17 64.28 68 150 16.84 33.68 38.72 58.24 77.40 4i28 65.12 8652 46.28 - w -64 75.Bi 71.28 81.95 123.2E 91.W 137.82 12500 97.95 66 21.7E 41.58 47.80 71.90 955E 53.43 80.40 105.01 57.14 6d 14.97 29.9d 34.42 51.77 6&80 38.47 57.88 7&91 G7.14 60 3208 84.15 73.75 110.93 147.43 8244 12-0.04 12500 88.15 6D 18.71 37A2 43.02 64.71 61OD 4B.09 7236 96.13 51A2 60 13.47 25.94 30.98 48.5E 61.92 34.62 5210 69.71 37. 15 02 n m 66 29.1E 58.32 67.05 10&85 134.03 74.96 11278 14982 B0.74 66 17.01 3d.DZ 39.11 58.83 78.18 43.72 65.78 87.3E 46.75 66 12.25 24.4E 28.1E 423E 5629 31.48 47.3E 6292 33.6E r d j 72 26.73 5346 61.46 E244 122.88 68.70 103,37 137.33 73.4G 72 15.59 31.19 35,85 5193 71.67 40.07 60.30 8011 d2&5 72 11.23 22.45 25.81 3&83 51.60 Z&85 43.41 57.68 3&85 'm` LL $ o 78 24.67 49.35 56.73 8533 113.41 6341 95-01 12&77 6/.B1 78 14.3E 28.7E 33.0E 49.78 66.15 3&99 55.6E 73.95 39.58 78 10.3E 20.73 23.83 35.84 4763 2663 40.07 53.24 2&48 a u ANCHOR/CLIP ANCHOR/CLIP E E J } HORIZONTAL MULLION i ANCHOR CLIP NOTES: "GLAZING 2 i f VERTICAL z PRODUCT 3 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER F a MULLION 71 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. `7�11�uuny� i J 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE GLAZING GLAZING Q OJ t!: h, �••••••••••- '4 PRODUCT PRODUCT CL ,GLAZING GLAZING 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN y.`,�0: '•�4'�� 7 PRooucr PROOUCT m z 3 THE DESIGN LOADS REOUIRED FOR PARTICULAR-OPENING. ti ¢ a Ln s 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR/CUP, W U .u. > ANCHOR/CUP LOCATIONS AT HEAD, SILL OR JAMB ENDS. •'�.•:�'' N O,'?� w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTP.F.VISSD as cwaplyim Wi.ahe Fln:rla •.__ 3.0ding Cude LW W2 Aaol,ra6ce t:, 8.0E `T.03 0 r �4 acne Crate 0. '��4j7i .. •1'11<<0 �� C HORIZONTAL MULLION 1�: 'JAZ3 p SPAN a TYPICAL MULLION CLIP ARRANGEMENTS rr�.�c 3crwdu,Toaf�' o j - I M IAM I•DADE �t 1 t trite r`nlln�a I, 1vIIAMI-DAT)E COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION I T(78G)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) RECEIVED =miamidade.2ov/economy Lawson Industries, Inc. 8501 NW 90 Street JUL 0 3 2018 Medley, FL 33166 ST, Lucia County, permitting SCOPE: This NOA is being issued under the applicable rules and regulations goveminQ the use of construction materials. The documentation submitted has been reviewed and accepted by N iami-Dade County RER - Product Control Section to be used in Ntianii Dade County and other areas where allowed by the Authority Having Jurisdiction(A-Hi). This NOA shall not be valid after the expiration date stated below. The Miami;fade County Product Control Section (In Miami-Dade County) and/or the AJq.I (in aieas other than Miami-Dade County) reserve the right to have tfiis product or rnaterial 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 +ails to meet the requirements of the applicable building code. This product is approved as described herein; and has'been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series 11SH-7700 (Flange France)" Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMF.N'f: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets I through S of >, dated 05/67/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E,., bearing the Miami-Dade County Product Control Revision starnp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 'VIISSII,E Il♦3PACT R..ATi-.NG: Large and Small ivlissile Impact Resistant LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device(shutters) LABELING: Each unit shall bear a penn.anent 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 considered after a renewal application has been filed and there has been oo change in the applicable building code negatively affecting the performance of this product. TER1VIIINlA':ION of this NOA will occur after the expiration date or if there has been a revision or change irr the materials, use, and/ or manufacture of the product,or process. Misuse of tthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NfXA. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-1-003.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sif ng Zhao,P.E. NOA No. 17-1212.21 CE COUNTY Expiration Date: December 27,2021 ,�t/;a 1�l�% Approval Date: February 01,2rJ18 Page 1 J+ Lawson Industries, Inc. NOTICE OF ACC.EPTAUN-C)r: EVIDENCE S RIVIITTE D A. 'DRANVINCS I. Manufacturer's die drawings and sections. (Submitted under NGfx No. 09-0706.09) 2. Drawing No. L7700-0901, 6-tied "Series-7700 Single Hung Flange Frame Impact Window", sheets i tlu•ough/S of 5, dated 05/27/09 with revision .D dated 11/01/17, prepared by manufacturer,and signed and sealed by Thorr_::s J. Sotos, P. . r _ B. TESTS I 1. Test reports on: 1) U^.itorm Static Air Pressure Test, Loading.per FBC.TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cycl'c Wind Pressure Loading per FBC,TAS 2:03-94 along wita marked-up/eirawu;gs and imstaliatio.n diagram of an al.un it�min single hung window, prepared by/Hurricane Engir,-e7 ing.& Testing, Inc., Test Reports No.� I- 09-2-530A and HE T I!)9-2530B, dated 03/02/09, signed and sealed by Candido F. Submitted widerlV0�No. 09-0706.09) ?. Test reports on: 1)UnJf6=, Static Air Pressure Test.. Loading per FBC TAS 202-94 2)/Large Missile Impact Test per FBC, TAS 201-94 3'? Cyuu.c.Wind Pressure Loading per FBC, TAS 203-94 along with mar'ned-up drawings and installation diagrain of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., aII Test Reports No. HE -08-2003C, FiETI-08-2004A, HEi7-08-2060A & B, HET T I I-08-2061A & B, HET 1-08-2,06'?A & B, HETI-08-2063A & B, T411ETI-08-2064A:& B, dated 03115/08, signed and sealed by Candido F. Font, P.E. (Submitted aarrcler NOS No. G8-0325.17) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 2.02-94 J)T jji O,-M Slat c. i.r-ressure'rest, Lnocadirg-p--T BC TAS 20.2-94 'r r T S 02.9 '. ;)ti��ater.Reslstar�ce 1 e5�.per FBC, .. 2 �_ 4) Lane.v.1issile Impact T es-t per FBC, TAS 2G 1-94 5) Cyclic Wind Presswre Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 20.2-94 along with marked-up drawings and installation diagram of an aluminum single hung window, preparedby Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 29'87 and F-TL-2986, dat;;d 04/0.3/01 and 03i27/01, all signed .and sealed by Luis Anzo:iio Fi gueredo,.P.E. (5-ubmitted under-NO/i No. 01-1 609.G_l) .C. C.LC J-1 -Xf1-ONS 1. Anchor Ver-fica.on-0 lc;u.iaiions and str_ucmTal.analysis, complying�vitl;FBC, prepared by. Lawson Industries,Inc., dated 05128/09,revised on 01/i 8/10, signed.and sealed by Thomas J. Sows, P.E. (Submidetl under NO.1 No. 11-0705.09) 2. Glazing coin-plies with A.STIVI E1300-09 Slfang Zhao,P.E. 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BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 7- P LAMINATEP GLASS COMPOSITION TYPE 3 CAM LOCKS ARE QUALIFIED r- 2. BOTH DIE CAST AND M'LON DETAIL ILUAINATE DESCRIPTION FOR USE ON ALL WINDOWS. EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 2 z 3 2/0'ANNE EXT.GRADE PERIMETER CAULKING N T By lAVSON INDLKTRIES'. TO BE APPLIED By OTHERS CTYP.) Da a: LAMINATED GLASS COMPOSITION TYPE 4 DAME —21—DIS—INJI STUCCO OVER METAL LATH NAILED TO P 7- cvn' X �O W 44 2: OR D.C. H. E rERIOR G"V-�-Y 130 SHEATHING a; ra !:,.ITEM !c WSANN,-r AIDLED GLAiS, PVR by TO BE SPECIFIED BY ARCHITECT 10.093-PLASTIC!NTERLAYER (EXTERIOR FINISH BY OTHERS) z LAI.-SON lNDUSTRIES.-INC. 1116-ANlivALE.GLASS E, WOOD FRAME INSTAUATIQN--DETML in LAMINATED GLASS COMPOSITION TYPE 5 C) 3AwTffAlT DZSCRH-.DN ALUMINUM MULLION X 3/4' S.D.S. ~--SEE MULLION APPROVALS FOR LION AF��PO�,�LS FO IT 12 TYPE. SIZE,INC MAX. -SI70L PV3 by N FLAT HEAD, MULLIC).4 SEE�UL '12 4D A� IPS.- D�StGTI PPESSURE LIMITATIONS. 4. Z_y I— OTSI,;W PRESSURE TiONS. (SEE E.LEVAT ON AND MA MULLION TYPE. Up Fr.R (,ALUM.0.07�-- AIN.THII-K) ..... TABLE QUANYITY INTERIOR IOT,�-,'THE LOWER PRESSURES OF SIMILE iffiliGLASS., MU, T_ST R��GHTEl 11 VE: SHE L WER PRESSURES OF SINSLE AND FASTENER SPACING) IOVERN WINDOW OR MULL SHALL U SHIM HUNT WINDOW OR MULL SHALL GOVERN /-# S.D.S.Z I/4-GL. INTERIOR .0 C !NTE SEE ELe/. R SPACING T 3 1 'SILICONE OPTIONS" ITOV CORNING B99 IL'TRH CO PECIRLM 2 24 i E NOTE: E A 1.ALL STEEL[,A CONTACT WITH A E PmTEL OR PLAJ-ErJ. 2 2 -------- To a 0.GNATED GLASS COMPOSITION TYPE EF INSULATE5 LAMINATEII 2.MALUAML STRUCTURES. M —S DESCREPTION DIS A)STEEL:Fy =36 KSI MIN. ml- tre .!2 (STEEL IS GA. MIN. THICK - G.048 NED SLASS 1/0'I(EAT-S7RENrNTE 8)ALUMINUM : 6063-T5 MIN.. U90'PLASTIC INTERLAYER -.RDSIFCL PV9 by PERIM ETER__j wO*OAN FRAME ........... E3JERIO —7. ....... ........ INSULATED AIR A[i SPACE SEALA141 EXTERIOR . ... ....... 2 El 1;4- VXTERIER GRADF!lU 5 1218- L PERIMETER CAULKING tZ 4 INSUIA!73D GLASS COMPOSITION E 7 1 rRAME MULLING DETAIL METAL STRUCI'URE A-1-1-ACHMEN' IL LAMINATED ITEM GTASR DISC OPTION DErA-m LAIATUTE DISCRIrr.011 W ANNEALED GLASS UL 2 0.090-PLASTIC OATE]RLAYCR SAFLEX PV3 by vicouUCT I, vtszp 3 1/8'ANNEALED GLASS 14 - �I 1/4'INSULATED AIR SPACE w wmpl"ins"Ah!h.Fl.'ad:2 Building cb. A—pt., .,z 5 118t ANNEALED GLASS 0 GLAZING DETAILS AND OPTIONS M! NOTE: WINDOWS WITH GLASS TYPES --6 & 7- INSTALLED ABOVE 30ft IN THE HVHZ, THE I.G. IN THE EXTERIOR SITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017. Chapter 24 Section 2411.3.3.7). INSTALLATION ANCHORS, VINDOV FLANGE= AN RAMS VIDTH I.DOV FLGC FRAME VIDT11 INSTALLATION ANCHORS, VINDOV FLANGE FRAME VIDTM c) (A) MAX.AT FRAME HEAD INSTALLATION ANCHORS, (A)4 MAX.AT FRAME H=..) RC CJ <B)IAP+E PER iRA.ME SILL �` —I 13]/a' I— .A)4 MAX.AT FRAME HEAD 10+</lE'{_- Al (H)NONE PER iRAlG SI —I 13 3DC (C)FRAME JAMBS(SEE SHEET A4) A MAX RC. (B)HOME PaR FRAME SILL MA%.BC• (C)FRAME JAMBS(SEE A MAX. OC. 6• O C Z 1i Ii X) (C)FRAME JAMBS(SCE SHEET 4a) ` 4 "� u <.(VAX.IZ O - .. G' �- - rA'� 6•A C CORN ERS .- —. —d ,•)°I y ALL CORNERS) }(�--a I• I! U ALL CORNERS Mi.. O.L.O. ly;M i a _ / 1 3 y MAX.ABOVE i3 o� K� C.AADVfL e . Z W O �o MEETING RAILS ! z .,. I4 3n(.' -----'=--- Mo! iti ! D.L.O. ,ih-1F` w= 2 a n _ v Iz TMEET NG RA:L (/{.jM\O�X. .LA.,Fitfi YC a ="(a�eq�I�t/t(�, c x 5' MELTING o a :�� I "', 4. m .'.,-''., �3 '''.' .• i % .� C7I G OI mJ - RAiLS�, �o Ju _D f L x� I•IfcETin'G- 1 A7 RAILS _ ii _z 6'RAIMEE S'u RAfL z o X� a L%2• i; / - 11/ m1•E / - U u9:'A' :a. i MA%.BELDV / ' y 5'{j y 10 3!a' / II' 7- I MAX.BELOV -- � MEETING RAILS =-:_ t r_ ' JIrp _:___ ,( z.'P J E., z MEETING RAILS,_ jt --O - A L y-=j _a j��II_-� y a Z ; MAX. MAX. r V� N MAX } C EXT,6 INT.FALSE CGLONiAL �V�dd1 M4 W M.LLNTINS ARE APPLIED V/ EXT.D INT.FALSE EDLW/ 52..25' 52.125• NN Y.UN7INS ARE APPLIED V/ aTDUJ' AV SILICONE AND ARE W r- C f V/SILICONE AND ARE ViN00':BUCK viDTH VINDOV HOCK VIDTM AVAILABLE AS OPTIOKAI.. VINDOV HULK VIGTH L V AVAILABLE AS OPTIONAL 48" R 78" EQUAL. LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION N w a i • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) h J In (LIMITED TO LOADS ON SHEET 4 OF 5) Genera] Notes: - — - ____ SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME �z 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS---- - __ _ 53123• U3 OF THE FLORIDA BUILDING CODE (2014-6th Edition & 2017-6th Edition) INCLUDING INSTALLATION ANCHORS, VINDOV FLANGE FRAME VIGTH HIGH VELOCITY HURRICANE ZONE VELOCITY HVHZ AND ASTM 1300-09. (A)4 MAX.AT FRAME)EAD - ( ) (3)NONE PER FRAME SILL ^• 13 3:4' THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) (C)FRAME JAMBS(SEE SHEET 1) (..MAX. =MAX.D.C.'' 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING } I A RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 7rnIrAL A7 OF'THE F.D.C. & TO BE REVIEWED BY BUILDING OFFICIAL. °•ALL CORNERS) 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ro ON SHEET 4. " �� _ I l° o E a E 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE " °5/B' - / ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND o IMAX.ABOVE nmr TO BE REVIEWED BY BUILDING OFFICIAL. ngRa 7im 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE IAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET#3). AND FOR USE WITH DOUBLE GLAZE AT 6'MEETING LAMINATED [NSUTATF,D GLASS TYPES TABULATED HEREIN (SEE SHEET y3). 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. L 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. =m :•. 9. EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W SILICONE >r u9 1/4' - / MAX.3ELOV =_ - N - 10. WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED - MeeriNc RAILs°, (BY OTHERS), PRIOR TO WINDOW INSTAIIATION. (SEE SHEEP (12 FOR DETAIL & NOTES) } ° rnri•;i„ L 1•:•`'�� HAODUCT REVISGO WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, ' as wmplying wile Ch.FI-d. oz '=':)' '] '(-� O (>'-3 SECTION 11.3.3.3. g• ORdding Cod. `/1 D')a i'• U] 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.t. INT. FALSE COLONIAL By x I BUT THE LOWER DESIGN PRESSURE. FROM 'THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS ARE APPLIED VP _ 52.125'- ----- Mla+ni Dad.PTndu:;C..n-ol H•°'�`:t '•a�'' V/ SILICONE AND ARE o I TO THE ENTIRE MULIED SYSTEM. AVAILAB•E AS DPr1DNa VINDOV WICK VI➢TH 13.) SEE SHEET 8 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. . EQUAL LITE. ELEVATION a •.({'LTT�. ri 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LDIITED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. ❑ l ' N fD w N O w N tD w N O _ N tp N t0 W N tD W N m W N b A W m A W m J% W 0 .� L. O O N V N V m NJ V m N N Ln N N Ul N N U N m N J N N N N N CAN N N N N N M N y (A 0 0 (Jl tr Ln N T (n N to N N N N 0 N= N p )) Z I VW mV Vm Vm vIAJ tAJ vAN vAN AIV UW1 OW) QW) OW mN 0 00 0 nlV m m U1 JN w w tD to tD DN Zr n m m ml m N N N N w w w;w W w to m m m m to m m m m m m D (� n D n D D o`i to to m m S O cr ti D v y � b y v m to Mmo mmo mal 00 m 0) 0 0 momm om 1Rn Nmmmmmmmmmmmmm mmmmmmmmmmmm m 00000000000000 O O 0 0 0 0 O O O O O O n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 O O b 0 0 0 U O o o C O O O O O O O O O O O -I < hl m m v { o ♦ f 0 Z a2 (I Gomm mm - - - mmmmmm mmmmmm (�� O mm o mm(D 00 0 00000 000000 000 0 0 0 (), 41 C t 0 0 0 0 0 0 o 0.0 0 o O OOOoOOpOo O O O 0 O 0 0 0 O O O O O 0 0 O 0 O 0 ti cn000000000000 0 0 0 0 0 0 0 0 0 o 0 0 m tD CD a C) C) �I m m m m m m m Co Co m m m m Co Comm m m m Fmk m J m m m m m m m m m m mlm m m m w m m m m m m m m1m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a) •• Z m 0 0 0 O O O O O O O O%O O O O O O 0 0 O O O O OiO m N Z 0 00 0 0 0 0 0 0 0 C. 00 00 0 0 0 0 H N i I c: O z b 0 0 N to fN.) t0 W I N t0 W N m tNJ N m W N tD W N tD S -._. \\ W aN) N NA A W O 0 N m N J A;l NnN N N Ut N 0. mn Nn W mN N N mn A W m a AN VW m + 0 N N 'z b �\ \ Z rj N N Utnt ((nn UVttIN W W w W W W I 2 VG V V V �!J 4 D A d d A W rnim m m m N N N N N N 0 0 0 0 0 0 W O m m O] at N1N N N N N m e m m m m m N N N N N N W W I W W W w tD tD tD t0 m rtt N N N N N N V V r J +Wl V m m m m m m O C N N N N N N I N N N N N N N N N N N N „=-I D� a. \ � d n o m [ m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m ((nn > tV O O O A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O t O O N N z O 1 D v m m m V m m m m m m m m m m m m m m m m m ml m m . .. . . . . . . . m m m m m C•7 m o a o .100000 00 0 0 0 0 0 0 0 0 0 0 oio 0 0 0 0 Capp .0 o b o 0 0 0 o W � C 0 0 0 0 0 o 0 0 0 o b o 0 0 0 0 0 0 0 0 0 0 0 0;0 0 0 0 0 000006 o 0 0 0 o o m `�• m m m mmm m m m m m mmmmmm m m m m m m m m m m m m + m 00 oo 0000 0000 000000000000000000AY� 00 bbbb 01000000000000000000000 ilon a o m m m m m 0 m pip m:m m m m m mmm mmm mmm m m m m m 0 0 pp pp 0l0 oio 0 0 0 0 ,mu o 0 o S� �lpmy 0 0 cc 00 0 0 0io 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 1.4 m m m m m m ml m m m m m m m m m m m m m m m m m m m m m m m 0 0 , 1p 00 00 0000000000000opooao 00om 00 0 000:0 000000000000000o booboo p 5 I a V m m m m m m m m m m m m m m m m m m ai m m mmmmmm mmmmmm m m m m m m tt/n� 1fAS J. SOTOS (D 0 0 0 0 0 0 0 0 0 0 0. �O O O O O O O O O O O O O O O O O O O O O O O O O O O T1I0 EE V N 0 0 0 0 0 0 C O O 0 0 0 0 0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 o b b o 0 0 0 0 a PROFESSIONAL ENGINR FL UO.,, MA24 n+ �; R.W an No..• •r.('',. ) A.RaWaee to Com • 7010 FBC �J' �/� r [A' i q/p/� 1 9/ B501 N.W. 90 ST. com MI.FOC �J VV Y I` ��(V�' U' MEDLEY, FLORIDA 33166 tti .t,'i; a comPoa,r,./Fec sm uulio,(2014) INDLJS'TRZES. ING.) PH No. (305) 696-8660 and ASTe E1300-09 o.R>.;..a 11 comoa- 7017 rec MANUFACTURER OF QUALITY ALUMINUM FINUOfFS AND CLASS DOORS `E (fir '° N. eRAzo "os ei-o9 SERIES-7700 SINGLE HUNG FLANGF, FRAME IMPACT WINDOW N. Erezo 11/01/17 DESIGN PRESSURE CHARTS. & CONFIGURATION OPTIONS 1` `+�I� L \b R..LW.Lrv.l Sm4• Roe..ct R.f.n•ur NumEn: D.n..f.p NwM..: "" DATE____/��r ��� 0 L7700-0901 OF 5 e FRAME HEAD I F1KL0 MEETING RAIL � 1 _ HILL OF MATERIALS 1-7701 L-7704 ITEM g PART 8 REQD. DESCRIPTION REMARKS A _ � -L05a- FRAME i0P (ORNCf c C) 1 �J I ^t \ __-- -—._? 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINL'N, po E ' _ -_— I _ c 2 L-7802 1 IFIN FRAME SILL 16063-T6 ALUMINUM - m rea 3 L-7803 2 FIN FRAME JPM3 60(,3TG ALUMINUM a m U m ,pail 22ss I \� 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM R. w 5 1-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM4 moo Z 5. U) ls„ I 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 3 C N 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z Z o 6 a 2bgl i I I I 6 L-7708 AS REO'D. GLAZING BEAT ( 3/8' GU63-!'5 ALUMINUM m a > 0 (9Ufi-fi AWAVI cgceE w t 0003-n AGNNUU FS••OOG AS REO'D. FRAME ASSEMBLY SCREWS B8 X 3/4' P.H. PHILLIPS 117 J+ o FRAME SILL FRAME JAMB 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1-1/4' .F.H./PHIL. z '✓,� o L-7702 4,N3-T5 Avjkr 1) 11 L-7531 AS REC'D. BULB VINYL WTS'P 1/4' DIA, BULB 93033 Ot epea-TS N.UWNUtl) I -�1 I Ir'a I 9MF JAua 12 PWS-003 AS REC'D.FIN SEAL WEATHERSTRIP .le7'x.230' �/ 13 PWS-005 AS REW11. FIN SEAL WEATHERSTRIP .187'x.350' 1 t C.7 zo E 14 PWS-009 AS RED-D. FIN SEAL WEATHERSTRIP :87'x.310- z� h a i 1 2�3: IS )IC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X ! 1/2' �'+I 16 L-7711 AS REG-D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS RED'➢. GLAZING BEAD - RADIUS 6063 C-T5 ALUMINUM .F���i o z I 2.6a3 ` � 1i 18 L-7723 ] SASH BALANCE CAM/GUIDE (2 X VENT) k'j fn m J 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) { j F 20 L-7727 -2 BLOCK >t TACKLE BALANCE BSI Balance Sys:ens 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM -�:j hj i o 22 L-7523 I LATCHI VENT LATCH SPRING STAINLESS STEEL y w {-•'al- � ® 23 x AS REO'D.1 GLAZING SILICONE SEE GLAZING @ $HT. 3 VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL 24 ■ 2 1 Laminated Glass SEE GLAZING DETAILS L-7706 L-7705 L-7707 25 HC-057-I 2 VENT LIFT LATCH___ MOLDED --- ,� C (eOttT-Te ALUxnmY'1 (I---ALI1 1711) -_ ..-__. _ G O6 l eam_Ta A;zvnrou) FRAMF BOTTOM COP,NER_ _ _ -26-HC-OSB=1 - -2 VENT SWEEP LATCH MOLDED NYLON o o O - -- - - 27 ■ 2 FRAMs SILL FOAM GASKET SELF ADHESIVE _ __ _ - - I •. O 28 HC-026-1 1 SCREEN FRAME & MESH �•• 3 29 L-7730 1 PRODUCT LABEL ` op 052 I z.am I VFNT TOP CORNER 30 ■ x ■ ■ 2A•i2 .062 1.16`+ 9� a to o p 31 SM-5504 AS REO'D. JOINT SEALANT SM-5504 �z 32 ■ AS REQ'D.j PERIMETER ACRYLIC CAULK DSI POLYSEAMSEAL c e o`2 c z z i yE11T j6M5 R JL 1 i V 1.r3g— Q.4 1 � 4FHT TOi RAIL � � j VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD � i 2 L-7539 L-7708 L-7711 L-4204 .•,7. 06 O AG2 (6a5a-n ALUYINiIY) i aae3_:5 Aunwuu c z t eoe3-n uvlmAlu) • ''� N i—A5. 9 'V a50 ss mvvisnn camplying with the R.ffdo °T a -^� Ul III pgp �" R.Rdb']>Mdz A prance Np 19-il ll•LI jo. . \ .•7. F- G`+ f U73 _i4] A I fff'luuul���l O aoTfnM RUL Explratipn Du_ ' 1 I + 1 ami 1 VFNT BOTTOM CORNS f ps) �y -.773- J i Mium Dade PmdaLt Caatrpl i .<�.• �s� '3d FRAME & SASH CORNER DETAILS it: w E (0003-T5 ALLWIN 1 - �r Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/2-3. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol(V Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their"Safiex Clear and Color Glass InterIayers" dated 09/07/17, expiring on 05/21/21. F. STATEdI=ENTS 1. Statement letter of conformance, complying with FBC-611 Edition (2017), and of no financial interest, dated November 17, 2017, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E.. 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A& B,issued by Hurricane Engineering& Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font. P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003.C, 11ETI-08- 20041A,HETI-08-2060A & B, I-IETI-08-206IA & B,HETI-08-2062A & B, HE T I-08-2063A & B, HETI 08-24064A &B. issued by H=cane Engineering & Testing, Inc., dated 03/1.5/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted tinder NOA No. 01-0406.08) G. OTHERS 1. Notice of:'acceptance No. 16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum SAingle]Flung Window—L.M.I.", approved on 12/15/16 and expiring on 12/27/21. -- — Sifaag Zhao,P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27,2021 Approval Date: February 01,2018 E-2