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WS-17-1585 3 £ Sar lMit NO S.; -17-1 Miami Shores Village J` NIndowsifSh" 10050 N.E.2nd Avenue NE aa.� t?J7�f l."(e9Sw�C�doCi , d Do Re pl�$m Miami Shores,FL 33138-0000 ' It StBtu*fi' p12E1tED hvffi ,� Phone: (305)795-2204 �tt►R1Dp' SEs WIN +� atil.5'1217 Expiration: 1211212017 f.:..:. Project Address Parcel Number Applicant 9312 NE 9 Place 1132060070070 DANIELLE AND ARTHUR FAY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DANIELLE AND ARTHUR FAY 9312 NE 9 Place (203)470-2671 MIAMI SHORES FL 33138- 9312 NE 9 Place MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 15,600.00 REGOSA ENGINEERING SERVICES Ih (786)262-2964 (786)344-8720 _.. _ ..... Total Sq Feet: 0 Type of Work:IMPACT WINDOWS 18 AND 2 DOORS Available Inspections: No of openings:20 Inspection Type: Additional Info:IMPACT WINDOWS 18 AND 2 DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 Invoice# WS-6-17-64322 DBPR Fee $4.50 DCA Fee $4.50 06/15!2017 Credit Card $293.60 $50.00 Education Surcharge $3.20 06/15/2017 Credit Card $50.00 $0.00 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $12.80 Total: $343.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut ermore.I authorize the above-named contractor to do the work stated. June 15,2017 Authorized 'gnat e:Owner / Applicant / Contractor / Agent Date Building Department Copy June 15,2017 1 � Miami Shores Village �� - r � p A!11 NBuildin Department ; 11' 207 \ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 _. v INSPECTION LINE PHONE NUMBER:(305)762-4949 5 h FBC 201-1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9312 NE 9 PL City Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-007-0070 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):DANIELLE LEE FAY Phone#: '` 9 9/3 Address:SAME AS JOB ADDRESS City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: REGOSA ENGINEERING SERVICES, INC Phone#: 786-262-2964 Address: 15700 NE 2 AVE City: MIAMI State: FL Zip: 33162 Qualifier Name: GUSTAVO VELEZ Phone#: 786-262-2964 State Certification or Registration#: CGC-1508952 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: C t' eA —9 �J / V//''^^//O Y. E Y 1W C Specify color of color thru tile: = Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ zC1 �- (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature LAI Signature O ER or AGENT NT OR The foregoing instrum was acknowledged before me this The foregoing instrument was a wledged before me this P day of �, 20 11--i by 2 day of JUNE 20 17 by QA✓ie 11ffity ,who is personally known to GUSTAVO VELEZ ,who is personally known to me or who has produced 70,01 W/Das me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign- Sign: MARCELO GIOROANO Print: ° N Prin 1 My Comm.Expires Oct 7,2017 Seal: '••1'. a dty0' Commission#FF 27318 Sealr' 7 AWM=-ITATIOFFLOM �, ,at,. COMMI6910N41`11203488 MY Commisalon Expirea March 22,2018 ***r��x**•�*�x****t*�x*�*t���x��������x *��*����x�*,�x�x�x�x��**��**�x�xx��*�*��e�x*����*�r*��*�r�x�r��x�*����*+�**�*��**** APPROVED BY 7Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 2 MIAMI-DADE F A O RO" ION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11 51 W "_ Stree m 208 BOARD AND CODE ADMINISTRATION DIVISION T 7,6) 2 90 (78 15--2599 NOTICE OF ACCEPTANCE OA a de, o conom Lawson Industries,Inc. 8501 NW 90th Street Medley,FL 33166 r Y SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami--Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves.the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 114200/6200 Flange-Frame"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L42004200-1201, titled "Series-11200-6200 Flange-Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and 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 NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E: OA NOA No.14-0908.18 MIAMMADE COUNTY ���"�`S Expiration Date: August 22,2017 l2 1_vk Approval Date: DR T twE 141 JUN 15 2017 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-030 7.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed and sealed by Rafael Droz Seda,P. E. (Submitted under previous NOA No. 12-0307.06) 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 a rectangular-, a circular arch--- and an elliptical arch fin-flame fixed window, prepared by Hurricane Engineering & Testing,-Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09 2584, dated 07/10/09,HETI-09 2582, dated 07/10/09,HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 12--030y 06) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, HETI-09 2585, dated 07/10/09, HETI-09 2581, dated 07/10/09 and HETI-09 2579, dated 07/10/09, all signed and sealed by Candido F. Font,P.E. (Submitted cinder previous NOA No. 12-0307-06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 .along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI43-1778, dated 01/30/03, HETI43-1779, dated 01/30/03 and HETI43-1776, dated 01/30/03,all signed and sealed by Rafael Droz--Seda, P. E. (Sitbn:itted under previous NOA No. 03-0327.11) Jaime D.Gaseon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 RECEIVED JUN 15 7017 Lawson Industries,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 a rectangular—, a circular arch— and an elliptical arch fin--frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03--1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P. E. (Submitted under previous NOA No. 03-032Z11) 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 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215,dated 04/08/02 and HETI-01-1193, dated 04/08/02,both signed and sealed by Hector Medina,P. E. (Submitter)under previous NOA No. 02-0701.01) 7. 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 a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina,P. E. (Submitted under previous NOA No. 02-070.X.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.12-0307-06) 2. Glazing complies with ASTM E1300--04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P. Product Control Section Supervisor NOA No.14-0908-18 Expiration Date: August 22,2.017 Approval Date: December 11,2014 E-2 RECEIVED JUN 15 2017 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,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. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12,signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12--0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-092586, dated 07/10/09, HETI-09 2584, dated 07/10/09, HETI-09 2582, dated 07/10/09, HETI-09 2580, dated 07/10/09, HETI-09 2613, dated 09/04/09,HETI-09 2611,dated 09/04/09,HETI-09-2585, dated 07/10/09,HETI-09 2581, dated 07/10/09 and HETI-09 2579,dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI--11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Sella, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: mby 11,2014 E-3 1V C E I V E D JAN 151W R E C El 1b 00' WINDOW WIDTH SERIES-4200 6200 FIXED IMPACT WINDOW — FLANGE FRAME 70,812' D.L. OPG. B.MAX. tp A APPROVED WINDOW ELEVATIONS (L.M.IMPACT) A TYP. `$ 6'MAX TYPE M I AT CRIERS VNDOV HEIGHT VINUW HE� VI HE1GNr l=~7 =el =c-� .i 12'MAX. 3 si M z __d - LF,4� cz I -- D rYP, a LEG HT, a jo EJ H y O G7 I O I QUARTER-ROUND ELEVATION PRODUCT REVISED VRIDOV V1D7H V MOTH .Z-, C .---�}-__-' as compi Amo d uAIF-Rmugj TYPIC4L ELNATIQN ARCHED PICTURE WINDOW °` - Bvn QQQy1[� �1 Q II i� Aaxplmlallo 0'w9 14-5 �v+ B'i , �coauo UNNALED VINWV NEI VINOV HEIGHT TYPICAL ELEVATION UNTISRfAAMIED V/ vlNmv xHSILICONE �U c OI— TESTED UNIT W SI ICONE AND ARE D � AVAILABLE AS OPTIONAL. m' MAXIMUMCLASSGLASS AREA TESTED APPLIES TO p I` WINDOW WIDTH TYPES: E, F. J, K AND L. - SEE 1 W 1�—�V1m" DESIGN LOAD CAPACITY TABLES ON SHEET 4 WINDOWS ARE L.M. IMPACT HEXAGON TYPICAL ELEVATION RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELWAMN FOR SIZE LIMITATIONS OF EACH GLASS TYPE. MIAMI-DADE COUNTY APPROVED SHUTTERS NOT REQUIRED General Notes: WNMV HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS VMDV HEMHr OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE L I "T' VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. � BILD� I (SHUTTERS NOT REQUIRED) a ADT" L2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING UND TYPICAL A EVAIION m F191 ROVN06V YIDTFI - umw vIDTx RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS � OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. $ RECTANGULAR TYPICAL ELEVA7ION SQUARE PICTURE WINDOW ELEVATION 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.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE — ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO HE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND vR+BDv HEIGHT WINWV I EIGM FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN: z e HEff LEG IT. I (SEE SHEET g3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 14-0 y 4T 9__ 6.) WINDOWS WITH GLASS TYPES 'B, C. F. OR 0" INSTALLED ABOVE 301t. IN THE HVHZ, THE 5 vtNwv vRmnv vtnTH I.G. EXTERIOR I= SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT lEGM EYE BROW ELEVATION R13TANCE REQUIREMENTS (FBC-2014, Seotlon 2411.3.3.7). OVAL TYPICAL ELEVATION 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6. OSuRTERIND ELEVATION B.) EXT. & INT. FALSE COLONIAL MUNTDNS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE .0 (By 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) �•A�G } ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, LL d'• I+ SHAPES AS SHOWN,CAN BE VERIFIED 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. ci 7C 01 - VINBOV HEIGHT BY INSCRIBING PICTURE UNDOW SHAPE �l 1'-I �� VRIOOV�QH WITHIN SQUARE OR OCTANGLE,AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED PRODUCTS in C1 SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE C _ ALLOWABLE LOADS FROM THOSE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL,APPLY YO THE ' LSHAPES PROVIDED PERIMETER VIIITFI� VINODV VIDTH FASTENERS ARE AS DESCRIBED HEREIN ENTIRE MULLED SYSTEM. t, FOR SIZE AND SPACING. 12.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 'S!! 0 ®es OCTAGON TYPICAL ELEVATIDN 'ELLIPTICAL'TYPICAL ELEVATION 13.) ALL. METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG..CODE. A RECEIVED 914 SAS.W/1 V4' 914 SM,S,W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MIN.EMBEDMENT INTO WOOA 8T.WOOD BUCKS MOO,EMBEDMENT INTO VSD. TO BE REVIEWED BY BLDG,OFFICIAL (TYP3 cSEE ELEVATION AT SHEET 91 (SEE ELEVATION AT SHEET 91 FOR MAX,FASTEKER SPACING) FOR MAX FASTENER SPACING) v4•NM,AuXI. INTERIOR SILICONE ADHESIVE to O ,� 6N91 SPIE 1'MW. 10 BEDDING COMPOUND m 4 INTERIOR FINISH ➢IST IHOTNI BY LAWSM wa6TRtEs, LAMINATED GLASS ' 1/4' TAPCDN d/1 1/4' y --------------------------- INTERIOR MIN EMBEDMENT INTO CONE. <+ :..,,•,>.il('::.,.'i•.:F :` .:.dy.'`,,( < ELEVATI@1 AT SHEET 91 �A<�- ep ►1 <,^y a:4:...�%"^7:c` '.`i^n •.:o FOR MAX,FASTENER SPACING) ., ._.v..._..._._...__.__-- EXT.GRADE e CAULK # O ax aX a <.., . TD at'siIHEND !�1 uz�, 1 1/4' MIN. t..BEdµ WINDOW FRAME FLANGE BY N MlEDM N at 3_ MCIISPRDDF INSTALLER RYPJ y i q <`::;<. EDGE DISTANCE 1 Y.I BY OTHERS(TYP ; I `, •. ,� $TURE BAR= N 1 V4'MW, tHREAMENT 1 , r � � O 2 EXTERIOREXTERO �`,':`3`,T'e`.`•x A £CAU RADE 4 *'•'�+.P rPr 5 •• � EXTERIOR I PFRIMIDR GRAVE ,:,;•d:c..�.,•.i:,.> �? �,4�5 PERIMETER CAULKING :• a I,'!�f i'^"M ECT.GRADE PERIMETER C/ •'� •1, . .... G Ot:a.4 CAULKING NOT BY VWDDV FRAME WIDTH LAWSON INDUSTRIES% C 1 TAt�B TO ID APPLIED BY-RS � 7a pTTPJ 1'HW, 914 S.M.S, ME 1 INTO 1/4' TAPCOM V/ 1 1/4' C p ST=4 OVER METAL LATH NAILED TD OGE bISTANt MIN,EMB WTO VODA MIN. EMBEDMENT INTO CCNC, EXTERIOR GRADE PLYWOOD SHEATHOW (SEE ELEVATION AT SHEET 91 (SEE ELEVATION AT SHEET 81 ►+ a TO BE SPECIFIED BY ARCHITECT OR GR, FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) P.7 WOOD BUCK NOT BY LAWSON WD, 1 (EXTERIOR FINISH BY OTHERS) MUST SUSTAIN IMPOSED LOADS t, p NOT BY LAWSON INDUSTRIES,INC. 1 1/8'MIN. H EXT. GRADE D WOOD FRAME INSTALLATION DETAIL CAULK I 1 4'MIN ; • 1 EMBEDMENT a S`•,•a-.a,: °• a. 1 4'MIN, 4 •� .:�•. .a d-, < a a EMBEDIfENT a, IN NJa Y m i . i. EXTERIOR GRADE PERIMETER CAULKING i 5 � SILICONE ADHESIVE BEDDING COMPOUND B to EXTERIOR INTERIOR x z WINDOW INSTALLATION NOTES: 1/4' MAX. 1.THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. SHIM I10 LAMINATED GLASSTYP $ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 AA BY WINDOW INSTALLER(TYP.) IB 3 11 yg111lltflA 2, THE EXPOSED EXT.PERIMETER OF THE WINDOW FRANC TO 1 l/4 Ml O 0�p6 P BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK EXTERIet GRADE ......... ,�Ar BY OTHERS(TYP.) PERIMETER CAULKINGAele w b°•�� � WHEN THE OAP BETWEEN THE WINDOW FRAME AND T116 BUCK OR EXT. GRADE MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. CAULK '.':.+a; < <' ''.''• ..r................-.,.... i r {{ •. ILS. VE HY OR 2 BY ::��•'.• 7.1 d•-.PR00lLH:Ti>:6YISBD � /� (-fN ANCHORS NATE: WOOD BUCK sr:::'d' •<.< e 3 1 4'MlNas rnD�IyPog R1o111OMM ANCHORS TO BE #12 SMS OR WD.SCREWS INTO WOOD, OR :•'+•,•d; < a EM DN£NT2v11dkI�Go9e 1/4' TAPCONS or APPROVED CUM. FASTENERS INTO CONC., i s -, X• a "• A 4Acsap1DDcaGt9 rl WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR ^ �. .: CONC, AT 12' O,C, MAX. ,9iam1 4 uCunlro A RECEIVE , JUN 15 2017 LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 18 LAMINATED GLASS CO OSITION - TYPE A SILICONE ITEM DESCRIPTION DETAIL SCHNEE-MDOW C D IN 5771 y ,� ITEM CLASS DESCRIPTION DETAD, DOW CORNING 899 4op TREMCO SPECTRUM 2 1 1/8'ANN.BASS _ ___._ 1�{ 1 1/8'ANNEALED GLASS - =- "=^-?T m o 2 0.090' SAFLEX PVB-SOLUTIA ® •.v 2 0.090' BUTACITE PVB-DUPONT 3 1/8'ANNEALED GLASS �• _- --- 1� �oat0' ' n m 4 1/4'INSULATED AIR SPACE - _ - - 3 1/8'ANNEALED GLASS _ ; li LAMINATED 5 a) 1/8'ANNEALED OR TEMPERED GLASS T B� 5 18 LAMINATED GLASS COMPOSITION - TYPED MONOLITHIC m o q m LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM GLASS DESCRIPTION DETAIL { f 48 v M ITEM DESCRIPTION 1 1/8'HEAT ACITENPVB-V D GLASS A Dgp,1II, GLAZING STOP z� d 2 0.0�' �1TACITE PVB-DIlPi]NT -- -= z v 1 1/8'ANNEALED GLASS 3n8 ==--=_==• '_1 3 1/8'HEAT-S7R17.IGHTENED GLASS , - M249' ® CIRCULAR WOWS. O _ 2 U90'SAFLEX PVH-SOLUTIA ® V4 a y. 3 t/B•ANNEALED GLASS •- - -- 13 32 LAMINATED GLASS COMPOSITION - TYPE E IaMIOUT 3 LAMDIATED 4 �• 4 1/4' INSULATED AIR SPACE '-_' D1 TAIL OUT MONOLITHIC -{ �.-� PTSAI GLASS DESCRIPTION 1 5 W 3/16'ANNEALED DR TEMPERED GLASS 1 3/16' HEAT-STRENGHTENED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SI3LUTIA ans = - = - --_-==_-=_ ITEM DESCRIPTION DETAIL 3 1/8'HEAT-STRENGHTENED GI ASS � - .4—m. - 1 1/8'HEAT-STRENGHTENED GLASS _ ______ —� 0698' ObEO•� 2 0.090'BUTACITE PVR-DUPONT -- v�• I 7 18 LAMINATED GLASS COMPOSITION - TYPE H GLAZING DEPTH GLAZING DEPTH 3 1/8'HEAT-STRENGHTENED GLASS --- - -� ITEM GLASS DESCRIPTIO DETAtL _ p 4 1/4'INSULATED AIR SPACE "�• - "- -' 1 3/16' ANNEALED GLASS 3/t6' 5(r)1/8'ANNEALED OR TEMPERED GLASS 2 0.090' SAFLEX PVB-SOLUTIA _ o.uo LAMINATED LAMINATED INSULATED GLASS COMPOSITION TYPE G 3 3/16 ANNEALED GLASS - '- � MONOLITH V o 'SILICONE OPTIONS' ITEM DESCRIPTION DETAIL - DDW CORNING 899 l 1/8'HEADESCRIPTHTENED GLASS yty _ 7 18 LAMINATED GLASS COMPOSITION - TYPE I SCHNEE-MOREHEAD 5731 2 /8' A BUTACITE PVBNED G T _ ® ITEM GUM DESCRIPTION DETAIL - _- TREMCO SPECTRUM 2 3 1/8'HEAT-STRENGHTENED GLASS ve• =� - '=_�� 1 3/16' ANNEALED GLASS - 6� 0b00.___.` 4 1/4'INSULATED AIR SPACE ve• '_r_- _ - = 1 2 3/90'ANNEALEBUTACITD PVB-DUPONT --- 1 GLAZING DEPTH 5 a)3/16'ANNEALED OR TENU�ERED GLASS 3 3/16' ANNEALED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L 7 18 LAMINATED GLASS COMPOSTfION - TYPE a LAMINATED/MONOLITIIIC GLASS ITEM DESCRIPTION DETAIL 1TEM (tun DESCRIPTION DBTAIL TYPICAL GLAZING DETAIL R S 1 3/16'HEAT-STRENGHTENED GLASS any._= - :_' 1 3/16'HEAT-STRENGHTENED GLASS 3n6' 2 0.090' BUTACtTE PVR-DUPONT _LL ® 2 0090• SGP-DUP@!r 3 3/16'HEAT-STRENGHTENED GLASS vm• = avz• 3 3/16'HEAT-STRENGHTENED GLASS 1 t2 4 1/4'INSULATED AIR SPACE t 5 3/16'TEMPERED GLASS T 7 18 LAMINATED GLASS COMPOSITION - TYPE X z z Notes. 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. MW GLASS DESCRIPTION DBTAIL_ �a 2.)WINDOWS WITH GLASS TYPES °B, C, F, OR 0- INSTALLED 1 3/16' HEAT-STRENGHTENED GLASS meso ABOVE 30 FT. IN THE HVHZ,THE I.G. EXTERIOR LITE SHALL 2 0.090' BUTACITE PVB-DUPUNT 3it6 BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3 3/16' HEAT-STRENGHTENED GLASS RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). phgifs 12 LL b^rte.'''- - _- - 'SILICONE DPTIONS't -- ••• N O 01`� _-_ __--- DOW CORNING 899 � . -- -- - -- SCHNEE-MOREHEAD 5731 W 0: ----- - - TREhICO SPECTRUM 2 ---~'- PRODUCT irmSDD o _ _ m oeroplyhtg with Ute Bl9)W8Q� (!)t(; - NAT ED INSULATED I-,.._ INSULATED Bhp, Acceplwt / �� aVj GLAZING DEPTH GLAZING DEPTH IAMINATEDANSULATED GLASS TYPICAL GLAZING DETAIL PtoduclC9ntru A RECEIVED JUN 15 Zov 4200-6200 FIXED IMPACT WINDOW MODULAR CHART-DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART-DESIGN LOAD CAPACITY-PS WINDOW DIMS. GLASS TYPES WINDOW DINS. GLASS TYPES y a wmTH LENGTH A B C p E F G H t J K L 1NDTH IENOTN A 8 C D E F G H I J K L to +l•DP N-OP +!-DP +/DP +f•[� +/-DP +1-D +/- +/_DP +/-DP +/-DP +!-DP la in. +/-DP +I-DP +/-DP +/-DP 41-DP +f-OP +/-DP +!-DP +7-DP +f-DP +/-DP H-OP O 2fi 8B 68 86 B8 88 88 88 78 85 BS 9.1(8" 88 88 88 86 BB 88 TB 86 � 3O" Be 88 88 65 86 88 88 78 65 68 26.12 88 68 88 68 65 68 68 68 6B 78 65 68 36' 88 68 88 65 68 68 BB 7 66 Be 37" 26" 88 68 68 68 65 68 68 68 68 78 85 88 ro m 4T 36" 88 68 68 88 65 68 68 88 68 78 85 BB 48° 88 68 68 68 65 69 68 68 68 78 66 68 48" Be 68 88 8 65 68 68 68 88 7 65 86 53.1f8' 88 68 88 68 65 BB 68 68 68 78 BS 68 Be 88 68 88 68 88 89 68 78 65 B0 c C a 88 68 88 85 88 88 8 &18' 88 88 8 08 B8 78 85 68 O 26.12 68 88 68 65 88 BB Be 6B 78 65 68 24" 88 68 68 65 68 88 88 78 88 37" 38-318" 68 68 88 88 65 68 86 662 882 78 65 68 as 68 88 65 69 68 7 8 88 48' 68 68 68 68 66 68 68 63.8 838 78 85 68 a o 45 38" 88 66 68 68 65 68. as 68 68 78 86 53.1/8' 68 68 68 88 65 88 .8 838 8 6 c w= A 42" 48" 88 68 68 65 68 as 64.7 563 78 65 68 19.118• 88 88 68 88 65 6s 88 68 68 78 65 68 48' 88 68 68 88 65 68 68 56.8 61 78 65 88 I 64" x x x 88 65 6B 8B 668 51 78 86 68 237, 88 68 68 88 65 88 8 88 88 78 Bb 88 80' x x x 88 85 68 88 x x 78 65 88 37" 6P&8 88 68 88 68 65 68 88 662 882 78 65 68 �' x x x 68 65 68 88 x 1 78 65 68 m as 88 68 68 65 68 68 B8 68 76 6 6B 53.18' x x x 88 65 68 88 x x 78 66 68 36' 8 68 68 68 88 78 85 68 18.1/8" 88 60 88 88 85 88 88 B8 68 78 8b 88 D 42' 60" x x x 88 65 68 88 64.7 683 7 as 68 26'12" 68 BB 88 68 ee 88 88 68 78 86 88 '.� P. 48' x x x 88 86 68 88 x x 78 86 88 3T 68" 88 68 as 68 85 68 68 x 862 78 66 6B z 8 65 X X 65 X X x 76 8b 88 48' X % % 68 68 68 88 % 7 65 Uy 60' x x x x 85 x x x x 78 65 88 63.18' x x x x 86 88 x x 78 85 68 A x a 24' 88 68 68 88 85 68 as 78 �r 68 19.118" 88 68 85 88 78 85 ®}+ 30' 68 68 68 88 65 68 68 68 68 78 BB 88 1 60 68 68 Be b'5 88 88 68 68 7 86 68 38' x x x 88 65 6B 65.b 89 78 86 37° e" x x x 88 85 68 68 x 662 78 86 68 O 47 72" x x x x 65 60 x x x' 78 85 88 `� x x x x Bb 88 x x x 78 85 88 N 0 4" x x x x 85 x x x 78 85 68 63- x x x x X x x 78 6 /Y, 54" x x x x 65 x x x x 74.7 65 68 19.18" 88 68 65 68 68 68 68 78 85 68 6O' x x x X 85 x x x 72 65 88 26.12" 66 68 68 88 85 BB 68 x 88 78 65 88 24' 68 88 88 8 86 37' 74" x x x Be 65 68 68 x x 78 65 68 30• 86 68 Be 68 68 88 68 48' x x x x 65 6B x x x 75.8 85 88 `I 38' x x x 88 6B 68 84 68 78 65 88 5&1f8" x x x x B6 BB x x x 72 85 88 1 4T 74" x x x x 65 x x x x 78 65 68 19-15" 88 88 68 W 68 63 68 78 85 88 48' x x x 85 x x x 756 65 88 26-112' 68 68 68 68 68 88 x 60 78 65 88 w x x x x x x 71.5 65 68 Sr 74-U4' x x x 88 65 68 88 x x 78 86 8B 80" x x x x 65 x x x x 687 85 68 48" x x 66 68 x x x T5.2 86 69 24" 88 68 88 --Be 65 68 68 68 7 66 as 6318' 88 6s 88 x 65 65 x x x 71.8 86 68 30' x x x 88 86 66 88 78 65 68 a 36' 84" x x x z 86 BB x x x 78 as 88 i m x x x x 65 x 78 85 68 >3 48' x x x x 85 x x x x 735 88 Ba •+ � E 24' 68 68 68 86 78 65 68 30" 93" x x x 68 65 68 B8 x 78 86 68 x x x x 65 x x x 78 88 Be 42' x x x x 65 x z x X. 76.8 85 68 , 24" x x x 68 65 88 68 68 7 6 68 Notes • 30' 108" x x x x 65 x x x 78 6b 68 36" x x x x 65 x x x x 74.7 86 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 24" x x 88 65 68 68 x 7 65 88 30" 120" z x x x 65 x x x x 78 )f 2.) WINDOWS WITH GLASS TYPES "B, C. P. OR G'INSTALLED 3B x x x x 85 x x x X 74.1 65 68 ABOVE 30 IT. IN THE HYHZ, THE I.G. EXTERIOR LITE SHALL HE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT d RESISTANCE REQUIREMENTS (FHC-2014, Section 2411.3.3.7). W eoeeeell*I��ai�j°j°i. e . L Og"� •'�i9°'° J w PRODUCTRBVISfiDU eu> �s BtoF'loride � . NOTE un6m AND LENOTH oWN&oNs CAN 9E ono �� •y4°j°°•••••PPe�eee VERnCAILY OR HORMONTALLY AS SHOWN A80VE. `x. Pm h C�nfro 191 111 W Fd Q K CE ED JUN 15 01� Ilam.,P Vll m ERWE JAMB BILL OF MATERIALS FRAME HTAD ,Kfxv�,1Ae1 aau• � � Y ITEM PART QUANTITY DESCRIPTION MATERIAL REMARKS a " w 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - n X r1/2L�s°S°iwv e 8 9 O 2 L-7708 4 GLAZING BEAD (5/16' GLASS) 6063-T6 - epi y a o 3 L-7708 4 GLAZING BEAD (3/8" & 13/32' GLASS) 6063-T6 - WN A 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - \ A 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - ®�•�\� 3 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - ���® z Z° R 7 #8 X 3/4' 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS ® 1 7 FRAME SILLe.NEs9 S F Q_FRAME JAM I v 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - I di g 9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC - RECT,OR SQUARE WINDOWS 10 • AS REDD. GLAZING SILICONE • - cc VVv �wue' =_ eticmeRON a I ORMTTFR WINDOWS COA� G 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/B' X 2" O OC 12 812-25H-357 AS REOD. 'TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE ul id FRAME RADIUS JOINT FRAME END CORNER 5 WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS SEALANTo o 2643 .310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED A! 1287��"•111 SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR I 8�Aao a� SILICONE •.781 111 I T� 287 .391.050 i C .008 T F+- I \ 773 l A F—1.509 2 GLAZING STOP ROD FRAME HEAD/SILL/JAMB (5/16' GLASS) P�ooalUgFbrtdO .310 AxBplonwN OV•,}!J (SI A40 .850 .040 SEE MULLION APPROVALS FOR . �� MULLION TYPE,SIZE AND MAX. $� DESIGN PRESSURE LIMITATIONS. 272 ALLMNUM MULLION Miami do Pm Caauol TY SEE MULLION APPROVALS FOR , TAS�O' TYP. .773 (ALUM.0.078'MIN.THICK) FFF--- LAT X 3/4• S.D.S. MULLION TYPE,SIZE AND IONS .773 DESIGN PRESSURE LIMITATIONS. NOTE:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN -- AT I2 flC MAX INTERIOR NOTE:THE LOWER MULL S PRESSURES OF (3/8" & 13/32° GLASS) vSHIM THE WINDOW OR MULL SHALL GOVERN Oso 370 F2� INTERIOR f i z S.O.S.x 1 7/4 L j d 250 .1 5 ,9050 2 At 12•O.C.MAX � E TYP. d® TYP. 1� NOTE: .684 --- ,800 1.ALL STEEL IN CONTACT WITH aaaaaa#11��,Af7r0 5 6 ALUM.TO BE PAINTED OR PLATED. qa 5 •,.......,�/'d�,'=.. INSULATED GLAZING STOP INSULATED GLAZING STOP _ _ 2•METAL STRUCTURES Q;•• •, L.,±, W/ 5/16" LAMINATED GLASS W/ 7/16' (AMINATED GLASS _..-••-- -.,=I -- _-- ----- - A)STEEL:Fy-36 KSI MIN. M. i6m%tr,`. ___ (STEEL 18 GA MIN.THICK -0.046' 4/ N O p}". '• Ow��,,II11�� SZ_ B)ALUMINUM:6083-T5 MPI. N W TYP. (ALUM.0.078'MM.THICK) N 6 —�B EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME r SST EXTERIOR � ; EXTERIOR GRADE ••• .. .466-" PERIMETER CAULKING I v,� '• 8FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL resy,,,i, GLAZING STOP (CIRCULAR WDW.) a A ♦ I • f 7 INS ��- 1����� MIAMI[ DE MIAMI DADS COUNTY ' • 11111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Lawson Industries,Inc. 8501 NW"Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used.in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHI(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 perforin 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"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.L8700-0901,titled"HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and 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. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17-0222.14 ILML Expiration Date: April 11,2022 �lua ' Approval Date: April 13,2017 Y41 Ir JUN 15 2017 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBWrTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing,Inc., Test Reports No.HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053,HETI-10-3057, HETI-10-31301,HETI-10-3223 and HET-10-3225,dated 03/23/11, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0705.10) 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 an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering& Testing,Inc.,Test Reports No.HETI-10-3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, HETI-10-3052% HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0 705.10) 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 horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0 705.10) nu 1 Perez,P.E. Product an of Examiner NOA No.17-0222.14 Expiration Date: April 11,2022 Approval D k]T 1317 E-1 t Lawson Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTwm) 5. Test reports on: 1)Air Infiltration Test,per FBC,.TAS 202-94 2)Uniform.Static Air Pressure Test,Loading per.FBC TAS 202-94 3)Water Resistance Test,per FBC TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-08-2033,HETI-08-2034, HETI-08-2035,HETI-08-20361,HETI-08-20371,HETI-08-2038,HETI-08-2116A and HETI-08-2116B,dated 02/28/08, signed and sealed-by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.05) 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,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3097,FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02,respectively, all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries,Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-012 7.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/ 5/ 6,expiring on 07/04/18. Ma e{ rez,P.E. Product C ntro xaminer NOA No. 17-0222.14 Expiration Date: April 11,2022 Approval Date: A"V,17flD E-2 JUN 152017 Lawson Industries,Inc. ` NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51'Edition(2014), dated February 16,2017,issued,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated 05/20/10,signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-012 7.08) 3. Laboratory compliance letter for Test Reports No.HETI-10-3047,HETI-10-3048, HETI-10-3049,BETI-10-3049I,HETI-10-3050,HETI-10-3051,HETI-10-3052B, HETI-10-30531,HETI-10-30569 HETI-10-3057,HETI-10-3130,HETI-10-3131, HETI-10-3223,HETI-10-3224,BET-10-3225 and HETI-10-3226,all.issued by Hurricane Engineering&Testing,Inc.,dated 11/09/10,03/23/11 and 04/25/11,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251,issued by Hurricane Engineering&Testing,Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 5. Laboratory compliance letter for Test Reports No.HETI-08-2033,HETI-08-2034, HETI-08-2035,HETI-08-2036,HETI-08-2037,HETI-08-2038,HETI-08-2116A and HETI-08-2116B,issued by Hurricane Engineering&Testing, Inc.,dated 01/15/08 through 02/28/08,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097,FTL-3098 and FTL-3364,all issued by Fenestration Testing Laboratory,Inc., dated 12/06/01, 12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. Manu P.E. Product Co rol E miner NOA -0222,14 Expiration Date: April 11,2022 Approval Date: Aril 13,2017 E-3 REFEIVED JON -15 jay a_ P.E� AIGeneral Notes:1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OP THE 2014 FLORIDA BUILDING CODE 5th Edition• INCLUDING ,Do94 7.yHIGH VELOCITY HURRICAN ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT e m r"IS IMPACT RESISTANT. (S RS NOT REQUIRED) rO\\ 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDINGO0RV D. p��� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS\\' OF 2014 F.B.C. &TO HE REVIE4IED BY BUILDING OFFICIAL.D �\ C3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE A3 PER TIMI UNITS. ANCHORS ON c '� ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER(O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. ZB1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWINGS ARE TO BE nW=ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND O ZTO BE REVIEWED BY BUILDING OFFICIAL. T`j X0 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES C7 TABULATED HEREIN (SEE SHEETS $8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE o1FER TO SHEET 2 OF l0 POR INSTALLATION ANS AND NOTES. g I� RCiCAL CR093-SECTION DETAILS 'A.A1. BER TO SHEET 13LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS �8. 7 or 8). 3) FOR NTAL CROSS-SECTION DETAILS "c. D• TO SHEET @4 e.) WINDOWS WITH GLASS TYPES "A. C, OR G" INSTALLED ABOVE 30FT. z 4) REFER TO 8 OF 10 FOR DESION LOAD CHTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL HE TEMPERED. O A Al 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. H 2 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. m N 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. r c a a 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. 1 W a x a \\ dd 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. •.\\• 19.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE l4.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED L00 ` (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET @3, 4 & 5 FOR DETAILS .1 & NOTES)WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER24 B B1 SECTION 16.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET 8 5 FOR MULLdON/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. �� H 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MUAM1-DADS COUNTY APPROVED XOX -Equal Lite 1/3-1/3-1/3) WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT t4 NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 1) REFER TO SHEET 2 OF l0 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2) FOR VERTICAL CROSS-SECTION DETAILS "A.Al, B. &81"REFER TO SHEET p3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3)FOR HORIZONTAL CROSS-SECTION DETAILS"D,&E"REFER TO SHEET#5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. W r-RODUCrREVISEDf '• OX - Un-Equal Lite (1/4-1/2-1/4) mM '�f' ° Li i1 ' PIYm3 t �� tv. ... a ou0aing Coda °:'.'�T y `^ NOTES: 2; REFER TO SHEET.2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. Acceptance FOR VERTICAL CROSS—SECTION DETAILS"A, Al. B. & Bl"REFER TO SHEET @3 3) FOR HORIZONTAL CROSS—SECTION DETAILS"D,& E'REFER TO SHEET pS py ° 4) REFER TO SHEET 7 OF to FOR DESIGN LOAD CHARTS AND NOTES. Mind+ de Pmdact �a"e��u ^"• " SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS c 8S 3/8'OVERALL FRAME WIDTH 74'OVERALL FRAME V[Dl`11�T'!� b TEST UNIT SIZE: 111'X83' +(( TEST IAIT SIZE:74•%83•INSTALATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSCALIATION FASTENERS• 73' INTERIOR FRAME VFDTH(A) 10 AT FRAME HEAD TWO ADDITIONAL ANCHORS (A)8 AP FRAME HEAD iV�OnApDEDpITAi MRSIR u AT MEET RAILS (e AT FRAME tffAD IP A80@E 70.0 FDR WITSWITE Cs(14 AT FRAME HEAD IF DP ABOVE 70.0) e TS vRM ADgvE (B)a VEA.FRAME 9I ./-7�5F w TOT ¢ ,a o C Z (B) 10 AT EA.FRAME SILL A Al .- SF(4 TD AL) 8. (8 A9 F7(AME STLL IF PABOVB 70.0) _...���(14 AT FRAME SILL IF DF ABOVE 70.0) �p, (C)6AT EA.FRAME J •-- ts`— a 1/a• f � ° wF°D to (C) 6 AT EA.FRAME JAMB Y/iX. 1. a' rpux qs�) •SEE GENERAL N @3&p4. •SEE GENERAL NOTE g3& #4. �' y•rm1uL Ar o U d o S,(LLLLPCOANEAS)CAL AT S'I/'t C(piNERS) =24 s B 24.3 33 1 13 1/4• C. z W z m 13 1/4'ILC m 1y Z O .1 //,I1;m E �1 / N. z pip E =ear_ l J @ / 1/4.0.0 '� // ° e:e�i-�C--�F==_u I/4.00. V O / / E c o 13 1/4, ,) 13 1/4'[LC < a z lz z �Eaj ,� Cr O B B 1 !3 L/ti B B 1 y I r q s �ul o L>r W yo ANCHOR NOTES G. EEx1(T� gy gLSE CpLpry L SAME ANCHOR SPACING AT HEAD 6 SILL ' MJNi{N'{SNS MPLIEU W%� L SAME ACING AT HEAD 6 SIL %7.DNN(ggINT.EFALSE DNIAL 2.TWO ADOtTflB(P1 ANCHORS REQUIRED VI SILIICCOON(EE AND ARE 2.TWO AOD1T S f QUIRED V/TIN ARE AN W/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS LD4TS WITH AVAILABLE AS DNAL• I DP ABOVE•7DPSF/-78PSF(4 TOTAL) UP ABOVE•/- 70PSF OTAL> ����g� "XOX" WINDOW EQUAL LITE " A x I T&"VERTICAL CROSS-SECTION DETAILS'A.At.B,L Bl•AT SHEET 03 RSED ) P-SEE HORIZONTAL CROSS-SECTION DETAILS-C.D,A,E•AT SHEET RS TESL UNIT 3IZE: 111"X 83" NOTES;-. i�SEE VERTICAL CROSS-SECTION � - AT SHEET 03 y INSTALLATION FASTENERS 111 Ill'OVERALL FRAME WIDTH P-SEE HORIZONTAL CROSS-SECTION DETAILS•C.-D,6 E•AT SHEET 94 ff$ (A)10 AT FRAME HEAD 110•INTERIOR FRAtMaENpLWIDTH (14 AT FRAME HEAD[F DP ABOVE 70.0) REQUI aT MEETtNQAmR VES n (B)10 AT FA. FRAME SILL A Al FOR UNI DIST?WITH DP �1 (14.AT FRAME SILL IF DP ABOVE 70.0) /-7OPSF(4 TOTAL) S, SERIES-8700 HORIZONTAL SLIDING WINDOW ^ '' ANCKRS (C)6 AT EA. FRAME JAMB t—(YSL7b'c�i 4•!-- <YA+L'2aC� FLANGE FRAME ELEVATIONS — L.M.I. ffi � SEE GENERAL NOTE g3&®4• —{• �CORNERBT) LO thm 13 1/4• 13 1/4I.O.C. O' M 1z 114-ac PROD=MMM LL p f S, BBa0FOP1Yr-40 -o 4webt>w 1:1orlrae '� �r,.N -J- BOmm e 4 Amp BNmLV I+ 1 L SAME ANCHOR SPACING AT HEAD 6 SILL &INT.FgLSE COLONIAL IBBVTINS ARE By 'u IT AODFTIOMAL ANCHORS REQUIRED A7 AS OPTIONM,.R AND Ala:AVgILABLE By - MEETING RAILS FOR UNITS VITN OP ")COX" WINDOW — UN—E9UAL• LITE �' BiQy�<•°°,�°�q°�y �0�`0 ABOVE•70PSF/-7SPSF(4 TOTAL) L SEE VERTICAL CROSS-SECTION DETAILS•A,A1,B.6 BI•AT SHEET 63 01,46403 lot � P-SEE HORIZONTAL CROSS-SECTION DETAILS'C.O.8 E•AT SHEET 05 1/4' TAPCON W/1 1/ STUCCO OVER METAL LATH NAILED TO R14 S.M.S. W/ 11/4' �'� MIN. EMBEDMENT CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD • (SEE ELEVATI AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 02 CO) FOR A ENER SPACING) TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) '24, 11/8' MIN. 2. D BUCK AND FRAMING (NOT BY LAWSON NOT BY LA INDUSTRIES, INC. `o e C INDUS ES) MUST SUSTAIN LOADS IMPOSED 'Ary `�tO 14 a EDGE DISTANCE BY THE AZING SYSTEM TVr n y A o z Z a v °.': ° ° 1 1/4' MIN. •O. .4 EMBEDMENT4• .i�. b. p ° .Dp 2X tzj n Q W o y 4 I' MIN. z y z p Z EDGE ANCE A•V W CL Q Es•, .7 Tv m f d Z ,6] Y ♦ z O a O EXTERIOR GRADE 72 ' SIH[M SPACE / 10 2X (YIN.EMBED.) = Oa dl !- PERIMETER CAUL IN � �� Typ• (TYP.) x Y ? C: C N r] t tt o EXT.GRADE PERIMETER 1/4'MAX 04 C O 14 y CAULKING NOT BY SHEN SPACE yy O V !i 75 ti IWC 7V'LAWSON , TO BE APPLIED BY OTHERS ��drill (TYP.) ! „ TI N Fco > ll j! CLEAR SILICONE ADHESIVE EXTERIOR 'i UI e m c BEDDING COMPOUND INTERIOR wi EXTERIOR 34' INTERIOR A 1 ;i31 1 ALTERNATE DETAIL r+ Q i LAMINATED GLASS ' 33 n (o ° WOOD FRAME INSTALLATION DETAIL a S 4 14 a o 6 g � I 4 c Z i ' `� ! WINDOW INSTALLATION NOTES: 3 27 � � � w Z 3 i i i1. THE WINDOV FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. 3 1 G i t 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE m 2S ii t' BY WINDOW INSTALLER(TYP.) m SILL RISER - OPTI AL ,� ✓�E' APPLIED WITH SRI 2• THE EXPOSED EXT.PERIMETER THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK :W u i}5, 6 B6 BY OTHERS CTYPJ $ 2 SHEETS 34, z z •WHEN THE GAP BETWEEN THE W[ND(1W FRAME AND THE BUCK OR �. 26 I II MASONRY IS LESS THAN 1/8",SHIMS ARE NOT REQUIRED. III 26 10 9 32 13 Ijl m ANCHORS NOTE •• : '- ' " ANCHORS TO HE N12 SMS OR VD. SCREWS INTO WOOD, OR EXTERIOR GRADE EXT, E 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., PERIMETER CAULKING ` r CAULK "-"' WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) p n a I/4 MAX p n 4 d 1/4 MAX. 3 . 4. 4 SHIM SPACE p 4 a p 4 p SHDM�)l10E PRODUCTREVESED ' ° 4'1 1/4' MIN. (TYP.) - 4 •1 1/4' MiN. us wmplyEoB rrBb tlxi Ftorlaa .�! a EMBEDMENT e c ° EMBEDMENT ° Ou 1d ng Coda a( ' ::•p a4.r op p 4 4 4 p rid.. p °, 4 ° •.d 4 �xpiePa)dwt r 4, m • s o ;,a ; p � a d p' � p '� 1 1/8 MIN, c wy o i p EDGE DISTANC OPTIONAL Ott t 7NaTa1 E aTION DETAIL AT "XO or OX" �;•� Q ' c `4d 1. ALL D BUCKS ENGINEERED SEPARATELY y 2X WOOD BUCKS f: TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) ((nn pr •• BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON c A INDUSTRIES) MUST SUSTAIN LOADS IMPOSED z c INTERIOR FINISH BY THE GLAZING SYSTEM e e C 0 (BY OTHERS) z M I 0 21 23 LAMINATED GLASS PT. WOOD BUCKS oa e v IL IL c 0 33 SILICONE ADHESIVE t/4'MAXt 1/4'MAX. $ y W H14 S.M.S. W/ 1 1/4' SH(QATYSSP,ACE BEDDING COMPOUND d SHIM SPACE c MIN. EMBEDMENT INTO WOOD. INTERIOR (TYP.) o o X p z (SEE ELEVATION AT SHEET k2 7 17 34 3 °' n�+x 14 FOR MAX. FASTENER SPACING) 2X 5 27 m a ob 1/4' TAP N W/ 1 1/4' 0 MIN.EMBE ENT INTO CONC.\X/ 0 1 1/4' MIN. (SEE ELE TION AT SHEET g2 z 0 EM ENT - -== -= -- = --- FOR MAX. STENER SPACING) „'�j t MtN a x EDGE =-- t 6 d z F a DISTANCE 1 1/4' MIN. m .( z 17 8 EMBEDMENT p N E<(EEt<EE<f«{{««EEE 0 EDGE N. X. EDGE DI,,ANCE 0 a EXTERIOR WALL FINISH ° M o-,1 BY OTHERS (TYP.) - 28 4 O Li' 4 EXTERIOR 1 g 19 m I- O D GRADE, K DE ° . `� STUCCO OVER METAL LATH NAILED TO EXT.GRADE PERIMETER O A EXTERIOR GRADE PLYWOOD ARCHSHEAITECT OR CAULKING NOT BY H 0 y CE BE SPECIFIED BY ARCHITECT f02 Q.C. y7 (EXTERIOR FINISH D OTHERS) TOWSON BE APPLtEDTBY OTHERS NOT BY LAVSQN INDUSTRIES,INC. 73' MAX.MAXti 666 (TYP.) WINDOW FRAME BUCK WIDTH _____________________________ 8 74' MAX. WINDOW FRAME FLANGE WIDTH m 6ffi � "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 9 s WINDOW INSTALLATION NOTES: a° a •W m 8 8 30 31 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. B z z u _ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 0.q BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK '•° J 22 21 BY OTHERS (TYP.) •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR $ MASONRY 13 LESS THAN 1/8',SHIMS ARE NOT REQUIRED. ANCHORS NOTE: r ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPC13NS or APPROVED CONC. FASTENERS INTO CONC., PRODUCT REVISED WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR mcomptymgwaDOminarida 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR OUANTITIES REOUIRED) tTuildmBCod° LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. AcceptaviceNo •O I� `,•"+; 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED Ram N FOR USE ON ALL WINDOWS. By p ;(�C°........ 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. Mi DedePmdnR' e`EE®&eaPlT;i664664� " d A t S G LOAD CAPACITY PS -OXarXO MNDOWS # " +/. (080 a ?t WINDOW Jamb H&S Glass T "A" r2) Glass T "B" r2) Glass T "C" 2 Glass T "D" °2 lass T e"E" (*3) Glass T "F"(*3 $ O VVIM I HEIGHT Anchors Anchors +00 psf +psf _ + f I -psf +pSf _ +PSI + 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 8d.0 80.0 80.0 80.0 M°' '� c a 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 y oa 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m c D, o 60 24 3 6 ' 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z, w z 24 38 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 o Z a z 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 $0.0 80.0 80.0 � a .o $ 48 36 3 6 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 z 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 38 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z 3 a 60 48 4 6 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 g `z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 ' 80.0 80.0 80.0 80.0 , N. 24 5 4 .0 65. 65.0 65.0 70.0 70.0'. 70.0 7 . 0.0 80.0 80.0 80.0 N o 5: 9 36 60 5 4 65.0 65.0 65.0 '65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W' x 4860 5 6 1 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a 60 60 5 6 1 65.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � " 72 5 6 0 .0 65. 65. 70. 70. 7 .0 - - - - a CD 26.5 25 3 4 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0. 80.0 80.0 80.0 80.0 Q x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38375 4 4 65.0 65. 0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 53.125 38.375 4 6 65.0 65.0 65.0 65.0 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 b 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 5 65.0 65.0 65.0 66 0 70.0 70 0 70.0 70.0 80.0 80.0 •80.0 80.0 5 8 0 .0 7 .0 70. 8 .0 80.0 80.0 8 .0 a m W 26.5 58 5 4 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 - z 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 4 4 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 11 11 26.5 6 4 .0 65.0 65.0 65 0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 0.0 80.0 80.0 80.0 80.0 A 74 83 6 8 65.0 65.0 65.0 65.0 65 70.0 - - - - - Notes # 1.) SEE SHEET 8 FOR GLAZING TYPES. DETAILS &SILICONE OPTIONS. osWY with 2.) STANDARD BILL USED ON WINDOWS WITH +70.0 DP AND BELOW Amp 20 SILL RISER - OPTIONAL (WINDOWS WITH GLATYPES "A. B, C, & D'� 1 APPLIED WITH SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DPCL � FOR DP ABOVE +70.0 PSF(WINDOWS WITH GIA99 TYPES "E, & F') AND +800 DP ALAX.ADDITIONAL ANCHORS �i%• •�\� '� B <+80.0 DP MAX.) p•�"^", WINDOWS WITH DP ABOVE REQUIRED 70 0�(SEE ELEVATIAT FRANC ON AT SHE& BILL ON ET 2 OF 10) dear® 4.) WINDOWS WITH GLASS TYPES "A, C, OR G"INSTALLED ABOVE SOFT. a IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. as a4 0 A� V 41 i! q•� DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-113) :. +/-Pressures(psf) 091 " FRAME SIZE #Jamb #H&S Glass Ty "Er" (*2) Glass Type"C' (*2) Glass Type IV' 2 Glass Ty ®"E" (*3 Glass T pe"F"(*3 Glass Type"G" (*2 $ A WIDTH HEIGHT Anchors Anchors +p sf psf +pd -Pat, +psf psf +psf psf In; h 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 `� a mow 84 24 3 9 80.0 . 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 LL 0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i o c v x 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o Z t° z q 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 ° W 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ? z o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 oI>~ 60 60 5 7 - 52.0 52.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 U 6 72 60 5 9 - - 520 52.0 65.0 75.0 65.0 75,0 52:10 52.0 65.0 75.0 z :3 84 - .60 5 . '9 - 520 1 520 65.0 75,0 65.0 75:0 52.0 52:0 65.0 75:0 o o -53.125 - 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0' 65.0 75.0 . 52.0 52:0 65.0 75.0 IQ c a y 53:125 38.375. 4 6 80.0 80.0 .80.0 80:0 65.0 75:0 65.0 75.0 52.0 520 65.0 75.0 W x Q 53.125 50.6254 6 .70.0 -75.0 70.0 7&0 65.0 75.0 65.0 75,0 • 52.0 52.0 65.0 75.0 a o 53.125 58 5 - 6 - - 52.0 52::0 65.0 76.0 65.0 75:0 52.0 52.0 65.0 75.0 N Go 53.125 63 5 6. - - 520 5210 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o g 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 p E 74 38.375 4 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 F-4 z 74 .50.625 A 9 - 52.0 52.Q 65.0 . 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 58 5 9 - - 520 52:0 65.0 75.0 65.0 75:0 52.0 52.0 65.0 75.0 74 63 5 9 ' - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70:0 75.0 52,0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 b 79.5 58 1 5 9 - - 520 520 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ ; 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 a a 84 50.625 4 9 - - 52.0 52.0 . 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 84 58 5 9 - - 52.0 52.0'• 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 RODUCCTT REVISED b o` _,•'' :. s complying wigh ft * 4�T Ot 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS&SILICONE OPTIONS. Date 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW(WINDOWS WITH GLASS TYPES -A. B, C, & D-) �� �X� /� pp SILL RISER - OPTIONAL3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \ � 1APPLIED WITH SILICONE(WINDOWS WITH GLASS TYPES -E. & F7 AND +80.0 DP MNLFDR DP ABOVE +70.0 PSFADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON <+80.0 DP MAX.) r' WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) i 4.) WINDOWS WITH GLASSTYPES A, C• OR G' INSTALLED ABOVE 30FT. "••/1/�i�)� ° W IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. xOx- Qual Lite q ci FRAME HEAD FRAME FDtED JAMB SILL TRACK MW JAM L-7703 L-7701 L-8702 [ I 1 y ('j 3� (� �� FRAME t0`P./CORNER Q Q J 693 $ Q Z or 1P�.S C m V Q C O C O on w Ml ,t SILL RETAINING CLIP t I - z g c Abp L-8705 I _ z 4RAYE ;Z I„ 10 vENr mr aad w a a w I § o FRAME SILL FRAME'VENT JAMB L-8701 L-6703 t6 0 W. zaoo 2 � d of O FRAME BOTTOM CORNER rRAYE MEETING RAIL N VENT TOP CORNER , o VENT SPRING LATCH ME SILL Q, ..,pms a62 L-7539 a6E •� N c o o A6E O21 VER .AMR RN m � a aas VENT Lauc,Raco n u. , I- x a~ VENT INTERLOCK RAIL FIXED O MEETING RAIL VENT TOP/BOTTOM RAIL j IL c+ $ o g L-07705 L-7707 I j O m C 5 O .068 0 1 2 j ( FRAME SILL / MEETING RA VENT BOTTOM CORNER § P�68 lam— $ W 01 y � x z FRAME & SASH CORNER ASSEMBLY DETAILS a E LOrS u 6 LENT JAMB L 8830 RAIL ANCHOR CLIP D GLAZING BEAD AARISER ADAPTER o�°a`4` a:u Iaaex,,np L-7711 L-8708 n c ..°"" •• O GLAZING BEAD 32 L-7708 18 20 IN 11 PRODUCTRBVts&D +m �c�ilf �� j✓� %. X94 0 comptyiog VA&Me Fkxt& a is Ota aj 00 Building Codo 9.14- TT- 1 i µ96 aso Aeapt6up Alol• -0 2.14 r Dm � ., « . _ Pr i Miem a�i 9t/el�ea A • t NS V--) -'t SSS MI�►MF17k4DE MiANII DADS COUNT1l,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMSTRATION DMSION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.mtamidade.gov/economv. Lawson Industries,Inc. 8501 NW 901h Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- product ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"La Porte" 81-0" Outswing Glazed Aluminum French Doors--L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003,titled"La Porto-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"G',dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and 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 14"been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of.any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0908.07 QW1- Aol=CouN r(q4b c�aa/1 Expiration Date: June 05,2018 �� t-%; Approval Date: May 07,2015 t%;( RECEIVED Page 1 JUN 15 201 Lawson Industries,Inc. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD 2003, titled "La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision 'G",dated 04/15/15, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201,issued on 01/06/2011,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HET149 2645, HETI-09-2624 and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI44-1897, HETI-04-1896 A, HET144-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted tinder NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02 TO95 and HETI-02 T090, issued on 01/13/03, both signed and sealed by Rafael E.Droz Seda,P.E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 RECEi Laj JUN 152017 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-17269 HETI-02-17281 HETI-02-1736, HETI-02-17429 HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 03--0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised-dated 07/02/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under NOA No.10-4128.04) 2. Glazing complies with ASTM E1300-98/04 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. 14-0916.11 issued to Kuraray America,.Inc.for their "Kuraray SentryGlas®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. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/ I.S.2--97, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 12-0127-23) . Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14-0908-07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E=2 ' JUN 15 2017 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control,dated 07/27/10,signed by Ishaq Chanda,P.E. (Submitted ut:der NOA No.11-0202 03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering& Testing, Inc., dated 01/06/11, signed and sealed by Candido F.Font,P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, ETI092645, HETI-09-2624 and HETI--09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09,signed and sealed by Candido F.Font,P. E. (Submitted under NOA No.10-0128 04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04-1896B, HETI44-1377, HETI-02—T095, HETI-02—T090, HETI-02-1253, HETI-02-1726, HETI-02-17281 HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 RECEl VL- JUN 15 2017 - - Cj 4-4 145 I/e'max Unit Width IMPACT PRBNCH OUT-SWING,DOOR 3111 OF MATNIM SldeUtei anchor ePml*a Swing 012111 f DRiM6 PART RMIL DESOMPTION FAIL&= Panel Width e'sme�0 Parrot Width 1 L-901 LU-098 I FRAME HEAD. - 6063-T6 ALUMINW C $3 13/16' MUX, ) C 35 3/16' MUX. 2 L-902 LU-097 l FRAME SILL 6063-76 ALUXONLIM 3 L-903 LI1•-040 . 2 FRAME JAN9 6063-TB ALUMDUN 5� 2 4 L-•904 LU-096 E SIIEUTE JAMB ADAPTER 6063-TS AU94M M 18 5 - L-906 LU-092 2 x panel PAM TOP E BOTTOM RAIL 6063-T6 ALUMNI 1 WE AL TE 801.7 25' 6 L-907 1.11-691 1 x Panel HUM STILE 6063-T6 ALUMINUM y aAT SKEET/ \ Max, OLD Wldt li 7 L-90$ I.I1-094 1 x panel LOCK STILE 606346 ALL"" 9 L-909 1.II-095 2 x panel I TOP 6BOTTOM RAIL ADAPTER 603-5 ALU" 9 L-911 LU-083 AS J �r $R 600-73 C 60&3-T5 ALUMINUM L-912 UI-097 AS D 1/4 ROUND fLI1M DEAD-3/8• \ r/ / 1t FD-624-e L-9082 x panel HINGE LEAF ASSEMBLY 6063-15 ALUMINUM ��_� „ r/: / i/� r% _T 12 VVS-001 TP 3286 AS REQ'd Bulb VatK Wte' Tean Plastk■•Inc.See Material tion At Sheet r M * ao Ix- � �� g Active Inactive y 13 PWS-001 r AS REOA WTST.0 TDP/BDTT.RAILS SdAaga FS-.1e7•w.X,ffi0'h. x o ma. 14 PWS-002 ■ AS REM WTS4.9 FRAME HEAD 6 JAMB Schlegel PS-J071e.X XMil. IL9 S o' la 20 M 6 1/2• 15 L-910 LII-M9 2 x ., pane!STRDtER MOUNTING PLATE 6043-Ts ALGNDa►t � decd-b Sidelite at 16 FD-619 FD-619-1 e x POML STRMM PLATE 6063-T5 ALUMINUM p p 3 a 17 FD-631 LU-086 As REOn GLA21NU ADAPTER 6063-T6 ALUMINUM c5 //r 18 HC-001 SF-5302 8 x Panel DELTA FLUSH BOLT <B TOP A BOTTOM OF LOCK STILE) a %/ \ 40 7/u %/ 19 FD-621-2 MC-024/025 1 SET DOOR LOCK/BEAD BOLT MET KWI ISET-Sertes 690T COMM \ Side lite ac 20 FD-6e1-2 MC-024/025 1 SET DOOR LOCK/DEAD BOLT SET SOILAGE-Series FD=COMM v y D�p9�787L�E�EM��1\ 21 FD-621-2 HC-024/025 1 SET DUCK LOCK/DEAD BOLT SET 1EFIANT-Series 031 CaRm ' � \ H 3 F// S 3 Be ■ FS-035 AS REWR From Install.Screw-Read (See Notes at sheet 4 of 6) \1 oPitot� AT SMBET T 23 ■ FS-035 AS REM Frorw IristotL Serer Jamb/= (See Notes at sheet 4 of 6) --- ----Ia ---- a- ------ -- --- ---- 24 ■ FS-626 8 FRAME ASSEMBLY SCREW 412 X 3/4'PH.-PHI. as a FS-012 AS REG'R JAMB ADAPTER SCREW 110 X 3/4•PAL-PML -r 86 FD-634 Ul-171 AS REQ'A 1/4 ROUND ALUX BEAD-I1/16' 6063-T5 AWMININ 6. t0 6"�1.4 6• 6' I 27 ■ FS-043 0 OL.A2tNG ADAPT.ATTACH.SCREW QB X 1 1/4'FH-PHL ANCHOR NOTES: 5 oc• •V / 1E yy 4 4 L8' 4r FS-049 2/Panel DoubleR(ul Assembly sere■ 3/8'x2 U4'ilex Scree 6 Nut 1.SEE ELEVATION AT SHEEP 1 OF 6 FOR <at SldeUte) 4mx.ea o �■ ■ AS REM NEUTRAL CURE SXICUME Sdmee-Xarhed SM-5731 ANCHOR O.C. FAUX. SPACING AND LOCATIONS. active paneD Iva Iwnet NOTA: 2.SEE SHEEP 4 OF 8 FOR INSTALLATION -,. 9ame emhor apaoln 30 ■ ■ AS REWD, NEUTRAL CURE SILICONE Bow 899 FASTENERS TYPES. n n MEW 91TOM at frame hand&aslt 31 ■ IN IAS RE0'D• NEUTRAL CURE SILICONE Tranco S-500 3.SAME ANCHOR SPACING 0 FRAME HEAD&SILL 32 ■ ■ 1AS REGIL L.udnated Glass see PG.5 Dupont-$entry Gloss Plus Nami ted Glass see Pg.9 Dupont-PVB 1.QUALTFI68 SINGLE&MULTIPLE PANDLS(86E HLSVAT10N8). NOTES 33 ■ r AS REMM Lombm ; 34 ■ r AS RELanlaated Glass see Pg,5 Saflex-PVB B. QUALVIIRS UNITS MR AND TBTHOTIT SIDEWTBS 1).THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE-5th EDITION. 8.MAY.FRAM SM 145 1/2"e.X 95 B/4"h. OXXO 2).GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS RER CHAPTER 24 OF 35 ■ IE-008 "met PANEL ASSY ALUfL PLATE 1 1/2'X 2'x 1/8'(6063-TS ALUNJ 4;.1�&INT PALER cuoNuL MWPTIN APPLIED Tf/81LTCONB. THE FBG 2014 CODE. 36 ■ 1 -004 B/Pnrrel Panel Ass'y Full Lerpht Rod 3/e'Blor200 Rad,Plata.Flange Mut 8.QUALW=SINGLE OR DOUBLE BOTTOM RAiLB 3). 1X OR 2X WAD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO B MAB.DAYLITR OPENING VIDTB a 8a" TRANSFER LOAD TO THE STRUCTURE&TO BE REVIEWED BY BUILDING OFFICIAL. 37 ■ FS-OU 8 HINGE ATTACHMENT SCREW #10 X 3/4'P.H./PHI. 4.ANCHORS SHALL BE AS LISTED,AND SPACED AS NOTED ABOVE AND ON 7. MAX DAYi M OPENING NM(4HT=83 1/B" ) 38 ■ FS-044 le SIDA.ITE ATTACHMENT SCREW 1Ft0 X I.PH/PHIL-(17.OC Nowt 8).SRB UWATION AT SBM Sale POR MAX ANCHOR SPACING DRAWING DETAILS.ANCHOR EMBEDMENT TO BASE MATERIAL SHALT.BE 39 HC-006 RM 6/Jemb 1/B•Dia.Nae Plug-Nylon 6.6 IUCfmPLASTMS-Rockwall M-79 9).ALL ISIM IONS SPSCIF= ARS IN INCH SEE NO WALL DRESSING OR STUCCO. 40 HC-007 7801 2/Panel 7/8•Dia Hole Plt�-Hyton 6-6 MICROPLASTUS -Rockwell M-79 10).NO HURRTCANH SBUITRRB ABB REQTHR80 S).SEE NOTES O SHEET 4 OF 6 FOR INNOT STON FASTENERS TYPE 6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ NC-010 1/BDLT FLUSH BILT SOL.Plug-Nylon 6-6 SLINCOPLASTICS lra.Rockwall M-79 ARE NOT PART OF THIS APPROVAL as complying x4N am Flotlde 42 L-913 LU-026 AS R13M 1/2 ROUND FALSE ALUM KUNTTN 6063-T5 ALUM" . . Baulascodo (^� ��•+//ff UyIT�"ATIONS: 43 ■ r AS REG'D, INT FALSE APPLIED MUNCH to'X,022' STOCK ALUMINUM AaapimooN -"`w�•�-0 1).MAX. DP- 188 PSF W/(4)Surface Bolts&Glass Types A, B, C&D. .44 L-913 FD-623 AS REQ% FRAME HEAD SHEAR PLATE -75 ALUMINUM-4'long :■p / (SEE LOCATION DETAILS®SHEET 3 OF 8 - i e 2).MAX. DP = *76 PSF W/2-PoInt Lock(active)+ (2)Surface Bolts at Inactive 45 L-916 LU-117 RECD. FRAME LDV SILL-OPTIONAL 6063-15 ALUM" H02I.T LOCI( OPTIONAL(FOR t/-76.0 psf S .8 uaComrol 3).MAX. DP a 178'PSF W/flat SOI& mus! r used where rooter Ian one. id 46 FO-635 HC-050 t TWG-POINT FLUS not requtrd or opening Is protases by overhang ratio greater than one. 47 FD-626 FD-60.6-1 2/Pand FLUSH BOLT GUIDE ALUM,ANGLE I I/B'x 1 1/B'x 1/8'Aa+.6063-T3 4).MAX.DP m t86 PSF W/Multi-Point Lack(1-00ti"WI-POSOM)at Inactive 40 FD-W F11-627-1 2/Pana! 2-Pcht Lock Batt Guide ANGLE 3'x 3'x 1 I/2•x 1/8'Alum.6063-15 0 �./ 91howe.] Notes: LA T/�T 8501 NW 90th Sl. 49 ■ r 11S REB'A Jalnt Sentont-white-Cawed 'Purvis Co.•Super Deal 0.• NSA''^� ♦� o comma FBLMDO{-li 01 Ob p �// to LJ1LL�.��A / SON MEDLEY, FLORIDA 33166 50 FD-638 HC- ' 1 SET I=ACTIVE HANDLE b TRINSET ASHLAND#V52111 A L o comply'w/FBC9007&added 305 698-8660 SI FD-637 HC- 1 SET NGLn-PODNT LUCK ACTIVE ASHLAND BW5U0-STACT5 O 8226 :. = aloes 01/20/10 ( ) 52 F11,-640 NC- i SET LUCK PASSIVE HANDLE 6 TRDISET ASHLAND 9W9801A-P * 7 S 41asd Muit-polnt Took 01/47/11 AUNGPACTMA N QDA=ALUMONX sfJmOl6 AND OL449 DOOBB S3 FD-839 MC- 1 SET Nfe.TI-POINT LOCI(PASSIVE ASHLAND BVa110-STPAS4 ".y F 1O,r w oomph e/X10 FBC ■.O.cao■ raw naw n"d ew.aarv, sor../HV D4 In- 53 - �! t or e to a 2014 MC NOA APPAOYAL BRACT FREtICH DOOR 54 FD-641 HC- e x pons Mull(-Point Lock BWt Guide NYLON 6-6 Roekeell M scale 79 �� �..o Nnrtwa Ain Dab n u n P '��• Nal a sfsa 61 1a 1a La Porte Impact Fre�OUt_Swing5$ ■ FS- 4/Dutde !Guide Attachnent Fastener #6 x 1/8'Pd1/PHIL. O R •'(°j�o ;2111. 6FD-642 Top Mount Ada er NYLON ADAPTER t sNelean 8ea2o BO 12Ab 97• FD-643 HC- 1 x Lock Lek Bottom Mount Adapter I WnUGWTER DATE ff h a.Ga J LU 74 1/e'Nox Unit Width ��1 Itt�,,�35 9/8•Rax ' 9/8'Hox�1 !10 7/8•max Unk VIaMh 73 9/16•Mox Udt Vid T j 7 10AT I Onit Vldth �N�' Af T t 4/ttltN Sw6¢18 "Al SawlluNg� I pomloll ,,, �"IXII/^- 0 a AT I 3 0l 8 �- < 35 P3/Z6t"' < P3/I6' Rx •^T A 3 < 33 13!16' vmx. ` ^ p 11 0 lux A ( P Haw.2>AA d � �-� � Max.�Dl. Vd U c p g F '7F I s c , B � P/,// 4' a d II x � II I s� IItIIInactive �� _� q4 II G Ewe 1ryI A Vtl AcAye 'vr a Ac1jIV8 \r ax %�/4 In /� rot i%!/ Cf�!% I P� <f�/ I ,/•/% .% �/ ' DEpTUgLEin.� I,\ I �, IIR�I TD®N lug I I1 D i E B 3 _ q13 a - - - TT vAO"T " 0." ELEV 00� "OX" ELEVATION f 6 "X" ELEVATION "0" ELEVATION r., 145 Ile Now Unit Width D CONFIGURATIONS SIdellte �V �8 •IaPoste'D6PACT FBSNCH ODTS111N8 DOOR-DEBION LAID CBABT f-- P/16 gym° A ( 3S 3//16inox. 1,ALl.ELEVATIONS ARE A GRAPHICAL REPRESENTATION p A>��OB7 N0 0 B OLB�O DP !±761 4) tlU85 �� VIEWm FROM THE EXTERIOR SIDE. (DtCDB3) �OOF Fg.A.6 .B» 'R' 7YPs 2. FALSE COLONIAL MUNTMS ARE APPLIED W/SILICONE . • +/-(PXM)+/-(PSF) AND ARE AVAILABLE AS OPTIONAL. S• �QDf �'� +/- fm19P 3. PANELS ARE AVAILABLE WRH SINGLE801TOM RAIL 10 1/4• 5 +86.0 11 3/16' ±76A +76A Max. 4.Ol1T-SWING DOOR WITHOUT'INSECT SCREEN. 16 1/4' 5 406.0 17 3/16• ±76.0 176.0 ±76.0 22 1/4•. 77' 5 ±86.0 23 3/16• 176.0 ±7&0 +76A w C D 281/4' x�) S •±86.0 29 3/16' t"m 476.0 ±7&O 30 1/4' S 186.0 31 3/16' 376.0 t76A 376.0 r' �/ � II 34 1/4' 3 ±56.0 3S 3!16' ±76A ±76A ±76A q lO 1/4' 6 ±86.0 11 3/l6' ±76.0 ±76.0 ±76.0 lb � p otiVe $Rf ed compfyti�9• 1�F1°llde / 16 1/4' 6 156.0 17 3/16• ±76.0 ±76.0 ±76,0 o. II DOIIID96Coda Qa8 V 2E 1/4' 93' 6 ±86A 23 3/16' ±7G0 ±76.0 ±76.0 r VB AxRpte"toN° (r/ 2D 1/4• .05) 6 ±86A 29 3/W ±76.0 ±76A •E' //// </� %%/ + ��'''�" 30 1/4' 6 ±86A 31 3/16' ±76.0 ±76.0 ±76A 341/41 6 ±86A 35 3/16' ±76A ±M + II ® plpdMotC6nlro1, • THM LIABL A MM*MW APPLICABLE � At FREW PER P.S BUWM CODE. l0� 1.SOM L�54_ItL - I 1 •�� .y. ••SE'.�tp��,r Revision Nobon Revlrod to amply W/n=04-11 Di 06 �� UU A@ ® / \/ MEDLEY,01NFLORIDASt. 33186 Eavlse8 to comply•/PDC8007 dl added JLLJL...LLLAAA 6'Y .J 1 7 TERlUIE 501.7 "� • 8128 '•d Insulated 01666 01/22/10 (305) 898-8680 3 M 8 • * YUSt-Point Took 01/87/11 MANUPAC7'011FR OP QVAUTY IWAUNUM nNDOF8 IDA BLISS MAY �' Bevhed to comply V/2010 NC swe emo Part w•u P.•d 0drswU+ s ta/N•e n Rmv �.w Revised to am Tr 8014 PBC NOA APPaCIAL IMPACT FNEHCN DDDR 2 Oi e ANCHOR NGTES: , a:����' "'"~"" Nelson Biremep ld t6 "La. Porte" Impact" French Out-Swing Door 1. SEE ELEVATION AT SHEET 1 OF B FOR on��•'Q�� y.l, ggCgHgAR O.C. MAX SPACING AND LOCATIONS. S to 0�� °a 0 ss 2.FASTEN 4 OF 6 FOR INSTALLATION e� eapL p}ati Netaon 8raao SOL/85/18 ROWy,.,s•sNOe.wn FO-2003 G TYPES• DA I 1 T� �t15 n te. r i 3/16•TAPCON V/ � '-'�/ 15 TAPCON ryry� SE ' ELOy Dyp INTERIOR SIDE t E HIN EMBED. SF6iEF�OF S=FO SPACING 1 x fP.TJ VDDD BUCK SEE ELEVATION A7 ( I x(P.T.) I= 3 (SEE NOTE 3,SHEET 1) 3 jE�J„�j,I sID (SEE NOTE SHEET D s .; 3 INTERIOR SIDS s '. LOCK STILE 3 ••ai;:• r 3 '::' «!. ••; LOCK STILE A148 9 0 21 L STILE 8 r w...` ` JAM9 19 20 2118 20 2t 'M.•.r`4: r 48 31 '�":. .• .'ri.•�' 9 30 31 48 .t. 1 16 7 •e•.• �' 6 7 15 6 '~••' `:Y•,r�`. 1 e 1 7 3 •�• Active 7 tnacttve ,•x�/•` 's Y•,,4: Ac{ite Active am .. ..� " 1 1/4• t'1/4 ;A, •: 1 1/4 ,.4:• Eo6ET •I�ETYR) 7 17 18 8 10 3 382 10 1 �:•YI� �� 12 1t 12 E TYPr...M� L®.jG2 2 .. O MAX t 1/2' —I � EXTERIOR SID 'Dam) UNIT WIDTH MEED UNIT WIDTH EXTERIOR SIDE (TV.) EXTERIOR SIDE 50 51 UnWHOR SIDE ur .,TYP. ' •' 5/161 TAPCON W/ 5/161 TAPCCN V/ LOCK STILE 3 56 57 1 1/P'MIN EMBELL 1 1/4'Idtl. WV p fUl ,, FATES FOR SPACING NOT CDR SPACWO 19 20 21Aetive 7 MUR10R SIDE LOCKSTILE1 x 01 T.)WE=BUCK 9 30 31 7 6MIN.EMBED AT pMB' ,.�• v. :. r r . ; R fS£E FIDTE 3 SNEET ll TYP , () TTP 1+:• 1::i .)a; F Active SideUte 7 1 — G3 3 1 K1/4'MAX, 1 1/4•NJ SHIM TV. E)CfBa[OR SIDS HEAD SHIN TYP• HEAD s 2 INSTATT AnON FA TENEW N=S: � 9 10 O 131 2 Al 13 t2 14 'iX BUCK"MINIMUM REQUIRED FASTENER LENGTH 8 t2 g TO"TSRIOR SIDE HEAD:. 5/16' X 3 1/2"Long TAPCON(•) 38 SWellte YOB JAMB: 5/18' X 2 3/4' Long TAPCON((•) 5Attachment Saes H MULLIONS: Vie" X 2 1/4". Long TAPCON(*) 5 t 6 Sans 9 each side of jambs, • HTAPCONRr_r.0_Lr<-TR_aCAN• 18 -IB total per sWellteTAP ) () 31 IIVRIOR SIDE "2X BUCK'MLMIMUM REOLORCD FASTENER LENGTH 51 INTERIOR SME 52 53 HEAD: 5/18" X 3'LO50 "9 TAPCON PROD=RBVlSW JAMB: 5/18' X 2 1/4 Long T(+)ON(•) gI,ASSofa0mptying%iftft molds LOCK STILE MULLIONS:5/18' X 2 1/4" Long TAPCON(•) 8 10 32 34 1+ F„ 8 10 BRDdteg 0 7 56 57 , TAveON BY'Rfl'O A(X)N' EXTERIOR SIDE 90 V17 7 _A (•1 T SILL, 6/18'TAPCON w/ 1 1/2° MIN.EMBED, 4 43 4 43 lta A,,,. inactive INTO 3500 PSI GONC_MtN. a C3 op)o as Cannot ROTE: ALL FASTENERS W/ 1 HUMOR 3IDE 112'MIN.EIABEOMEf4T. FS a , t/�"A.D4 EDGE DIST0.N^E h 114"MAY.SHfM SRAGE 17rp�— x"'at ANCHOR YIELD STRENGTH i JI_ 17 ANCHOR ULTIMATE 5iRENGTH TH Fu=Fa=17177ks1 EXTERIOR to NalmmmOR BIDE E2 12 •ALL TAPCON LENGTHS"I•" W'EC1R1611 aRE>Im4rvuHs 5 5 0 (SM WMA.TION AT 8H68T 1 0!0 FOR 2 2 PRCF1�91 J. a)NU6R ANCHOR UM BPACH4a ARID LOCdT[oN8) 13 12 13 12 07--t Revision Noter.mp ® ��///j/j N 8501 NW 90th St. Rovind to 23 171 3 —L. `���� •�sF�•Q<rr� Rained to oomply e/FB=07&lladdedf� LA 7 C S�Jc• r MEDLEY, FLORIDA 33166 44 tl Sttl "•• 088226 *,L fed Stam Ol/22/10 (305) 698-5860 SILL 1L j +r He 9ht SILL �'jHelght * g V11aad Halt-point Lode 01/27/11 IIINUFdCP M OF QUILt1Y A11 MLVVY 11X0018 AND OL38 DOM : Itavlead to comply e/2010 Foe J=Omw ire Clem Fr.a A*pw seia/Vadra naw sA..a sof e •�+• 4'•Y.w^„�•.•y h•4, r•.:,••I,� 4 'y j"r:7:7 . : ;1U� Revhed W eo a 8014 PBC NOA APPROVAL fWAOT FRWON DOOR OF t aw n n rf �� !: '" t '• •�" 1 �' MIN EMBED t�'; t.` %•�• "" 1 ',MIN EMBED.INTO i b; Nelson Eeaso 01 18 10 La Porte Impact. Freneh Out—Swing Door j:+..�•.j• !q•.j. ),i.. TWIG' , .'•,S>•re•.r�; •,.,j. r.1. 35D0 PSi Com. �'�'v 5/16'IXCO TAPCON W/ <TYP.) F• �� �O Natsoa Eraao 01 20/12 t t/4" 1 I/E'Nll1 EMIL 1 1/4' FFr T� � s.at• Aq wrw NWW.. �O1�a vYOf" FD-2003 Aa4aa•t.wa 0 0 EDGE oaf) (SEE OW 1 OF 6 FOR SPACRIW .EE r Q 47➢GM AT1ACltIniT avavE s"taI"m" GLAZING 'TYPE & DE u 1/4 sanvs eaa -- INTERIOR SIDE ete.P mmm. .Amro 0 A Laminated Glass by DMI ASSEKILY SCRM ReOta 17 Oleslns Adapter re. He.S/4•MTAAUP6 .....-..` �{ ffing Depth nun>maxaxtap DmAD, 02 -WEAMR81"FACE UP 3/16•Am led 2 .090'OuPon!SGP Nttrm r_- �..� 3 3/16•Ameded t466• Lamloated Gum "01A.Laminated G b nt-Gleae D" nam JANe bTyPo.pont or 861WJa plgy I� IOREPDgBN nmNL 03 SIDELTTE/JAMB ATTACHMENT DETAIL (SEE TAS W/ m pqp laftnt PVD Nterlarer FRAME ASSEMBLY DETAIL GLAZING TYPE s 1 R01�D to 3 1/e'Annealed Wa �= Anus ``'a EXTERIOR SIDE .340 0 A Laminated Glass b Holntla -Giese a C ° ('LAZING DETAIL #1 Watt aaeconZON 3) 34 SILL. SEALANT DETAIL 1 Lre M°at-StranDtaened Gtas NM MEAGER m BE$00M stxs.AR TO SIU. / S�mE E Saff PYa NaRayer 3 Va•Heat-StrertDthenad Glass aeMa' A FAMVEf OFF THREADED ROD II ' "B a INTERIOR s1DE ,,_^ „� a rI AZIN TYPE & DESCRIPTIONS 10 tileslnII Adapter 30 31st scam ATTACIeELT '�Lin` • saLWe e31 8/19'laminated Glen .340-0 A Lemtaeted Glave b 9olutia-Ghee e D KO M 3/4•PK449L ..,zp 33 Im DDBCH"ON I M% l HINGE ATTACHMENT ` X21 ARLEYPE j DESCRIPT 1 V9•Heat-strermthenad Glass l Lam �t �{ DETAILS Ames RLE /,/ 3 1/8,Host-o9a s nex�Pvs ad a0ss HIM KVW LEW TO DMR sine 1 4”Inwdaled 4 1/41 INSULATED AIR SPACEAir / a 5 Ve•1- - MGLASS `V Q °mpwO .340 0 A Lminated.Glave by 8oluUs- Glass a + Stu mTI09 KK� MgStpu.ATED�pACER Truseal•- G�e�ttD Head DB1,� L XL scom ATTAa1ENf AMa VAMA Dura Sent Sr1pgLS Spater ➢�It DB3CR1P7'lON DO x 3/414r�NO PANEL ASSEMBLY DETAIL Btack e19-A-k257 t 1/m•Heat-streno<henad Glass „v E ASO,Dame sw 1~3yar EXTERIOR 3 1/a•Heat-strenothenad Grose 4 Amss fe`E 0am—1° GLAZING DETAIL #2 3 Ve.INSULATED MASS PACE � 13W eff"LUT JAIs /• a�.4+ + 4,16"v .tr1B4" 614 sm nR smr DRILL Dm SCREWS 914 SMS LM SELF n U1 I DO SCREWSMETALSTRUCTUREIHTO METAL STRUCTURE ,I� +1t10TESFOR SPACniW 0.125 Tea(.MIN. a M N131 FOR SPACIWD 12 a%MIN. T + +- H1NEDGEDIST. (6063-73 FM MW FMO MST. (Py %KSl MW UMN _ nm MMA ➢10i VIM-am NUA �IN CONTAED CTOR W//� 4 —� REVOID V4•MAX.SHIM TYP. 1/a�•MAx,SHIM rYP. Eall°dm4l� }' aa ` 9 xe A Na � 1 V4•MSN. 1 V4•NIN EDS DIST. 5/16•ELCO TAPMN W/ EDGE Dlsr. �5/116�•TMAIPHCaN WD/,�MTp '^{7YP 1 L2'MINE OR HINGE A93EMHLY DETAIL TYP� (SEE ROTES SPACINt � r I (SEE NOTES FOR SPACiNG> J. ffi�IODIBBR 11 #FD-824-2 Mlaml adv ProduN Con n 9 (COMM TO RE 3 KSI MIND 8 x O'.TJ Revision •.^;'4..<w•.,.lLw 1 1/� SEE GEN.NOTE 631 Qom,, .•• •g'•.rQ�'0> Revised NmNl7 V BEER-1170755' 850t NW 90th S. (yW, ••. :,..,i i•'a (11et.Lh18tU Q �, F sm .t9''ao p �,� S® MEDLEY. FLORIDA 33168 =`{J:+� • R.,ked to Comply v/PUND7&added (305) 696-8660 L e":' 225 ..A» Instated Glees 01/22/10 N d halt-Point took 01/87/11 LANOFIcftIFIR OPO F A y� � D VIAS8 DOOM .V4.14AX SHIM TYP. V4•MAX.SH1H TYPE '�o to comply W/8010 FRC n..,Cw„ ro+cr" n"i areaw s a./Aroa n rnue Air Mir +'0. .141" Rerlsed tom v 2014 FBC NOA APPROYAL ACT FRENCH DOOR 8 OF e . at 7B`�p.�• D1° �tl Nelson Rraeo 01 19 1m "La Porte" Impact" French Out—Swim Door ' NOTEI ,F �`,..�`(T+�. a�a ry,OPTtGNALNotaCa Rca2e, a p is TO FRNQ TAI AND/4iA FFRAI� AMY s•••',I•`y V 8atn Pael Xu.e.n are.+W Auntwl ea4daA mob <rYPJ WAIFRAME INSTALLATION OPTIONAL DETAILS DATE ,2' �� n, FO-2003 0 �Z) AR _ / ¢•0, ,.( 3.5 I-----4.5001 gg�/g TE0.HOLT �'® I A76 �I- ��.07 05 ,875 062 .460 .096 ,� 750 1J50 .6187 .065 "� 1 t/ �17 f-1P69-{ -I .908 I Ala .t27 QUARTER ROUND 1 - I FRAM FLUSH DOLT AND G ADAPTER 28 (11/181 BEAL.HM MOR D PANEL 8TILS O 9E1TWO-PHEAD 49 ANGLE QIT�L CK #M-634O #L-907 1.812- � ¢ • ° a d $FD-827-1 I 119 730 .726 I 4.k87 '�- 'F'-•--I}'� .098 Lew d00 .064 .064 2.000 1.500 .124 NWOE � 10 QU ROUND 1� 075 A 7 I L 11 SL-906 Obi sit BW �L a1.500 07o sos I 4.so0 --I FLUSANGLH BOLT SILL L 8 115.6-56 O PANEL 5LOCK ST1LE O rFRLA-2f�E2 O1 1/2'LANG L_ tAt2 #FD-628-1 65 goo -1.75- -4 1.790 �-- -{ A66 A� 63 LOCK ACPTIVE LM P PASSIVE O(/A17�1'ER ROUND 125 (1/4) BEAD iU g 1.250 #L-811 .072 �� .214 CYL Ah .045 r Ib25 1.0.198 .065 n 9 0 . 0 2' I.----4s0o •• •• HALF ROUND 4.000 .072 a o4 42 FALSE NUFYPiN 8 RAIL ADAPTER '� 4 JAMB ADAPTER ° L-913 O #I.-909 A9� O TTOt2g�xN 0 0 1 V2' '�"� �L-9184 xN08 I II .082 .100 -i F-1/8' -T Iaogoe o. 4.340 '1 VW FPI om osmo • 50 51 f.1A � 8lDELYfE PANEL M. FP1lC&aak Can •uM No.7200.76 -j .136 1.812 100 18ALUMINUM PLATE PHYSICAL A5131M. 2"LONG DuomeWitudama°A1.10- 75 =40 0A86 #HC-002 Sixaftomdt7 1,45 D792 PANEL TOP & I 0078 TbmOeStrmgm,PSI 1640 D•639 O BOTTOM RAIL FRAME JAMB h�4A66 USER S(y�xANbLE uitlmeSalOasgdtoq% 340.0 DS38 6 OTTO 3 44 FRAME HEAD SHEAR PLATE 6 TRIMSET RDISET Mofift�100°r°F1mg°6 v.PO 765.0 Db38 O�L-809 O rL-Ol6 .ato •31.0 D746 Aft CompoundNo.72H7d8 . .Zj4TS: 8.688 PHYSICAL AMNO' 1.ALL DDENSIONS SPHCIFIED ARE IN 84CBES 0 DurmormrHmdm®A°.l0em 75 D4240 19 gggg 'v Spad[WQWtj 1.45 D792 8.8RB UWATION AT SEW 1 OF 6 FOR L TemOe SsmAPSI 1640 D-W ANCHOR O.C.MAX.SPACING AND LOCATIONS T. a >� Ubhwb Mood*% 325.0 D-88 RODUCTRHVISRD 4-- 4.900 D Madilm®300/aE30,00"PS 765.0 D_W *"*yf Wfd, FW& O 46 FRAME LOW BILL xi S T grit •340 D-746 ftcade (/,°� ] ° Acaepttntw 9.�j a• ,�,� NGTE. .-916 PROTHOMAS 1. So= , /G.F./iG1 FOR AODITIDHAL NOTES AND LI141T TOWS 6 a Iuot 7 T®t GUIDE OgIOE ® �� is R°°b1°n Notan T �/�] /7p�/� 8501 NW 90th St. �� - I ��� �,•V�°•.•� •F••.i9 w, Revised to comply* PBC2M-11 OS a i/U ® / V UEp�y� FLORIDA 33186 pp,, 1 S 2 *1^ R��toum*0//IolS'A07 k added �.J����LLL 7 I IBJ 1 7. (305) 698-8660 STEELDB0.T L T * =• Ashland Nutt-Point topk 01/87/11 jf&"A0W"A or quAurY AMOM FDTD00B AND GUM DOORS SrAM.ESS STEEL HMT 04 �a•b ltevLsd to eomply w/2010 PBC a+o 07°.n rel tr Aae apymyt avo+/ltar Ttnx BAga a�'0 Optional Multi-Point Locks 00�a9A US(-/-ea60e P%' % OF :ut` Hameed eom r 2014 Fac qo A"WAL OIPAOT FdExcx Hods OPTIONAL (+/- 88.0 pat DP) ]INACTIVE-PANEL �l Io V, sl,A 1i"4"D' Nelson Braze Ol 16 is "La Porte" Impact" French Out-Swing Door O48 TWO-POINT LOOK Uve Lock Passive Lack 18 Ste''• R•"' qP• a,-xv D°t' LCCK #HC-080 ASHLAND W5110-ST&TS ASHLAND NWS110-3TPAS4 OFINSH BOLT AHC-001 IeDes` �♦ Nelson 11ra•o Ol 20 52 a..m_T'-* 76.0 psf DP) AS1tLANDE8V5201AW ASHANIULHLAM 11&TRI1SET DA t� t� ftek a!e. �" " °""°° � FO-2003 G d d MAW E-DADE v4s �--4 -t &95 MIAMI DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/economy, Lawson Industries,Inc. 8501 NW"Street Medley,F`L 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML4001, titled "Aluminum Tube Mullions" sheets 1 through 10 of 10, dated 04/27/10 with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E., 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 tiled 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. 140908.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. C �V NOA No. l ,; 13 1N1A H=ECCUN d� Expiration Date: May O, 8 4°1 Approval Date: April 13,2017 Page 1 1 Lawson Industries,Inc. 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMHTTED 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 C dated 02/16/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-T071, dated 09/16/02,tested per ASTM E8, 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-Sella,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 NDA 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-Sella,P.E. (Submitted under NOA No. 02-050.1.05) 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) avuerez,P.EProduct CoExaminer NOA No. 17-0222.13 Expiration Date: May 30,2018 Approval Date:��r�i �,gV,1 E-1 yjU 15 2,W Lawson Industries,_Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corrrnvuED) 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 Testing 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 I. 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 51 Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-012 7.07) 3. 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) Manue P.E. Product Cont l E miner NOA No. -0222.13 Expiration Date: May 30,2018 Approval Date: Afrtt34T E-2 JUN 15 71w Lawson Industries,Inc. Y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(corrrwm) 4. Laboratory compliance letter for Test Reports No. YM-1376, dated 01/31/96, and FTI.-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) 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. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I.", approved on 11/06/14 and expiring on 05/30/17. 2. One year approval, subjected to successful verification test. Man rcz,P.E. Product Coro xaminer NOA .17-0222.13 Expiration Date: May 30,2018 Approval Date: ► �� E-3 �iMIS ^� SII THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT - AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE q ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.i; GLAZING HORIZONTAL MULLION RECTANGULAR ALUMINUM TUBE MULLIONS PRODUCT co USING MULLION PROPERTIES ONLY "j i o ANCHOR/CLIP HORIZONTAL MULLION GLAZING m 3 PRODUCT cj� + N GENERAL NOTES: g c •,, J ^ $ i N 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE ;"'.M. y z 3 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING Z>- + N HIGH VELOCITY HURRICANE ZONE (HVHZ). Z Z VERTICAL VERTICAL I II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD, WATER '�$n iz � � 3 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. C S II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, "� 'fid' p Z S c�I _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W GLAZING GLAZING GLAZING a GLAZING RA 3 a D 4. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER L1 O7 S PRODUCT PRODUCT PRODUCT �In PRODUCT +i g LOADS TO THE STRUCTURE, Q E-F NCW� Q 5.ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS U �" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. V iii ANCHOR CLI 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Z / ARE NOT PART OF THIS APPROVAL. I� 7.ALOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OFfill C r,�1 ` WOOD ANCHORS ONLY. - ( by I a 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. `� Wl W2 W3 THAT COMEINTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET MULLION SPAN THE REOUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION 2003.8.4. MULLION SPAN (n fd 2 WIDTH (W) = Wt + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIPANCHOR/CLIP REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS e a^ t' -HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET R 4 OF 10 FOR DETAILS AND NOTES. e $ GLAZING ` REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS I 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS • PRODUCT 3 t 1 ERTICAL ti,',r $ 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. M LLION r + a ` REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS `C' Y I z $ m GLAZING GLA �NG 19 �d� PRODUCT PROD CT �y I GLAZING GLAZING PRODUCT PRODUCT VERTICAL ANCHOR/CLI MULLION— ANCHOR/CLIP 0-0 Wt _ Wt W2 ^ADDUCT REVTSRD (c>0 N li b• W MULLION SPANevla 006 ui v Acceptmeg NO •o5c y WIDTH (W) = w1 Z W2WIDTH (W) = wl 2 BY DaaFmAaet' ���• J ,,�� I s ea TYPICAL MULLION ARRANGEMENTS a Q L Q 1.690 I - .Ofi2� 1.900 q g .156 TYP. mat.4m 3.000 �I j 1.500 r062 m !!1 a 1.405 1.732 .129 m V I4.000 C o x.000 i 3�.t15 13.0 se 3-000 .115 �- ��o � � a _jl v IWINDOW 1.732 2.062 2.000 Z 0 C W F�a.50o I 2 X 4 WINDOL I 2•�0 -II STb. TUBE o z Q z v 2X MULLION CLIP L_TULLON I g a ! a o r 102 �1.000�1 'lir IO2 IL F- 8083-TB 6.000 .188 L1.062� 1-188 L1.062+I I.I88 1'•1.062•-1 Z •�" z '�j �•L• OPTIONAL L. 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W O STD. TUBE ��\ CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION 6087-TB 8063-T6 8087-78 6083-TB 6067-T6 R EF IA Ixx: 2.070 int Ixx: 1.060 in Ixx: 0.950 int Ixx: 0.370 int Ixx: 0.330 ina. F C ® I I Sxx: 1.035 ina Sxx: 0.667 ina Sxx: 0.633 ina Sxx: 0.370 ina Sxx: 0.330 ina 1-- -^+ a a 2.000 `(F71NGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN-FRAME) (FIANCE FRAME) ®~ 0T ® I STANDARD TUBULAR SHAPES 000 J .OAUCT ,'� IL .I TYP.WALL 125-ALL cumP1Y618 with ikoF II ALLOY- 6063-T6 1.000 .125lain@ Code W O TYPICAL xpiration Dow - GLAZING PRODUCT W Iza I+1.000 y Y F �.. I .125 1• pada @roAtlCt l.a� 2.000 2.000 •1 �•fAOD+{ JRS 4-000 /1� I 6-000 3.006 i .129 a.5o6 � e 4=0 N m -tX MULLION CUP 2A0o 3.000- 4.000 80.83-T8 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD, TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION a r m NOTCH L.A TYPICAL GLAZING PRODUCTS 2 X 6 6063-T6 a 6063-T6 a ww-i6 a OPTIONAL HORIZONTAL OR VERTICAL 2 X 4 Ixx: 2.070 in. Ixx; 0.950 in. Ixx: 0.330 in, a s r STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 in. Sxx: 0.633 ins Sxx: 0.330 ins a a SEE WINDOW OR DOOR APPROVAL FOR 6063_76 6063-T6 m FASTENERS SIZES AND SPACING q ® c Ixx: 8.280 in. Ixx: 2.980 in. 3 Sxx: 2.760 ins Sxx: 1.490 ins z° CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL ^L^ INSTRUCTIONS: USING MULLION PROPERTIES ONLY 5 r; USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 2 1.688' AND CAN BE USED WITH ALL LAWSQN S MIAMI-DARE m o� .•'•��•�•�•••:p/'�i STEP 1 DETERMINE DESIGN LOAD REWIRED FR PARTICULAR OPENING. 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. '•���4 M. b�' � STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD -- o ®' �y NOTCH 1 X 4 3.688' REOUIREMENTS. OPTIONAL ST P 3 USE CONNECTION TO MULLION AS PER PRODUCT • W 2 X 4 3.688' STEP USE NOTES• APPROVAL, 'W 125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAxIMuM sHim SPAc=. 1. REFER TO THE GENERAL NOTES ON SHEET z.o66USING 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 tis ,.• SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS HORIZONTALLY. ° ��soteee ®o0voo t� INTO TUBE MULUONS, SEE OPTIONAL STEP 5 ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION �zA00� 61163-Te ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPEC IN STEP t ABOVE. ARRANGEMENTS CR STACK CONFIGURATIONS. o�dn^!$€3S�'�t@ldig'�"maltt�l��SCt�1ei`�L�iS'o'o� ��SC�tF4$this"o'o �n�81�St'��'ik2�3'e" '�` F � C • NVm 4)�Am , inVmOL1W+'Vw�O �pl �41WAW �fO VrfTW�WV++(p+�_NNa + io bf-+mmm m 04t iD 0�fJ Am W a W 00 ow04/l0 N40 iD iD O X - (t.•tl(t.�,t qtn WW QdDD ,apppNtnWW mm vv�p (�q o N W O O L N W 4/� 0� ODO$ rNlDAO V V O� L�� tj��s 50 OO. W N W�OO MULLION miiActnoN 'vcat, Wo .cbinN� ,:.o .tia�N�o'va)i46 WNbtmia000000w SPAN � b) WfiiPEq�P385�3d ��8��i. $g ���8o•'+�L' �b" `+b�f5S3Fi��5`b'���' f58'f� ic W fd N 000 WiliA V i0 V �GCO G Wm�lO N A000 OO CC00000 OOCO A yY �O ODON W W tlt Cn to ++ W N'W fn (n W N wwO m W N Ot O•trNN wN Win tT to in 01 � x monD�Ppop +o�PD�Ppp Po �it C �n v N+ W-• +O 000[? o-• -+W o 0 000 O mW0pPoppPopopoP0 oC0 o O 00 000 00PPp00 0000 A r Z ijtN(n W wW W NNN(D�D WNtitw Ol Tm w W NU OtN it WN W w tll ilt ZAZw Ot tit Zr(n Ot tit Ot EA N to 0 0 C 0 0 0 O O p O P P O p 0 0 ¢�0 0 0 0 0 0 PP 0 PC O p p 0 0 0 0 0 0 0 0 0 X oo C 0 0 0 C C C O O C O O O O O O O 0 0 0 0 G O O O O O O O O O O p O 0 000 0 0000 L12_] W1 z tp pp V ^<"sZ r ZAGO ,., a o mAr`-9 n —I .nO" no = O Zm D �Oi C i7Nio N t7.'0 i Z cu= -Z �V D i�tD D1 CDN W V , V7 W m3 A OD W N W WON.NP V O A O��+D X N Z ppX ID to bt NCD OI tJ V tJ io m-• :-.m N W GD A Af AIV bf io 'V m+W W J N } Z Z r, Z + m•�'t 1cn 0 -A (� �NV NN tt�•l a mm�V W t� pp tai pp tit fll N Q j nzz m , V G.1 N W V m 0 'V O O N W.P GD N j(O T N O W m i0 O 0 W T O O A A i•lN 0 O �X 2 D Z N A V NtV (�(�a (��t m m p� W 00 11VV N m0 NA V�tA ytON W VtDN 0 of Omj'OD m g$00 W �W Nt70�NO W '*1010'1810 tD�tltN�V O�O X r N®�4 iD V !A 0 a io:- N 0 0 in A io -4 a 0-4 N V-++CD GD N V 0 m P O O ib V V IV CDN 0 0 0 0 L g { m o m tn m N m RI OD ix?R V+ N a D1>;g W$O N A tit His, ��t1+ N.P E;0 EA Nt N+N�.,pp iT 8 Z;N CR N fn N A 0 C j V IV A <J tD A 41 m V W W.Oisppt00000Op A OOoP000 W W O O ( NC0 V m-.b V N C D 0 0 0 O O t D N N 0 0 0 0 0 0 0 W Fri z I 3 x N m X 80 t��n W A t W m W� W oD �to-•N X � z ilry 6:'4 mo0NEn- p mm5p (NV NtV ((�•D pp��pp�� ((••11 pN�NN�NV t�,p p� V NCD W N V 6t Ot , N V m in bl W O t O ill 0 W C N+in V W -+W bt N IV V i0 W Gl A 6 YU°A Yd P80 o}�i vGRvese •o"�Etfli-'sWMt'.,�.'fN� Ri'+1'9t93kib4 ? fBFJ5�2°1k'L° Its 35C8t"it.P. _ti+ �81'EID�, $oNWoK J'""SSI I iD ilt in CO V 4i m +V blr to id iAN 2n in:-4:-4:11 O A IJ®tn ib-•AIV N CD o a, m+W in L' aPN0�l W I `e_ CEMS Or�tyi�'o, n�n��no cno this sheet > LA S 1/]��/j8501 N.W. 90 ® MEDLEY, LORIOAT 33166 t O `5$225 •'�*'q •B' -ReW ed tl to for C FBC-2014 PH No. (305) 696-8660 C.Compliance r FBC 5th Edition(2014) TE OF•: '_ MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS ALUMINUM TUBE MULLIONS }�S%••�•� •• �T, K.Enna °a4Oa�jte to UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES DATE_ 8.4e-t we 0 PI.*.t ll�- tll�X-5- !AW-ML-1001 91Yeb 3 OF 10 swan a= Q Lu u-0 I 1590 T-- .125 IADD A62J .888 312 IADD .125 .129 .688 O O .I%TTP. -- 3.000 m m Vi {�r�1 I.aDS 1.732 4.000 .115 I In 4.000 3.000 3.000 2 X 4Ll 4AW 3,629 3AW 2588 y ¢ v I I STD, TUBE F-- --e.%0 -d WINDOW FRAME 2id= Q riprAL 3t yI LI 0 0W 2X MULLION CLI -1.000 s d g W63-T6 2 X 6 . -.102- 1� X 3 1.188 a 1-062 LLL 1062 NOTCH L. s.ODO STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 Z %° 'L• OPTIONAL M LION 1 X 4 STD. TUBE MULLION 1 X 3 6063-TS CUSTOM MULLION W W? CUSTOM MULLION 8083_78 CUSTOM MULLION 6063-T6 C] m a 6483-TB V F a a 6063-Te a Ixx: 2.168 in° Ixx: 2.218 in°. U Izz: 4.709 in. Ixx: 4.709 in. Ixx: 2.168 in. o II Sxx: 2.355 in3 Sxx: 2.355 ink Sxx: 1.445 in3 Sxx: 9.445 in3 3 F-- ---al Sxx: 1.479 in. g 0 0 0 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) a -- STANDARD TUBULAR SHAPES vi � 86 TYP.WALL-.129'ALL �-198�0 C! d ALLOY m 6053-rs � Iso l; 47 TYPICAL ry a 6 GLAZING PRODUCT W /i , 2.00D � .125 2� 4.000 � � � j _ I 6.W0 ®12 S.M.S. g 012'O.C. .125 4500 4'� �� MULLION CLIP - 3.000 4.000 L2625 � $ MULLIONS CONTAINING a W TYPICAL GLAZING PRODUCTS C4x5.4 mpm>X7 �j ftsatwa NOTCH II FONAL HORIZONTAL OR VERTICAL eu � as SEE WINDOW OR DOOR APPROVAL FORM X 6 2 X 4 DOW e v D FASTENERS SIZES AND SPACING S . TUBE MULLION STD. TUBE MULLION u .66 z z / a> 6063-T8 6063-TO BINt� � Ixx:19.648 in4 Ixx: 7.649 in°°. g � Sxx: 6.549 in3 Sxx: 3.825 in3 a ai CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS MULL „L„ INSTRUCTIONS: USING MULLION PROPERTIES ONLY ,.;La061igYg P USE CHARTS AND GRAPHS AS FOLLOWS. 8 1 X 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT c .. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPEMNO. +;C'�•'° 1 X 3 2.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-OADE e`A sh" STEP Z LASE APPROVED GLAZING PRODUCTS MEETING AVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ��d•iy ut °y NOTCH I X 4 3.688' REOUIRENENTS. �••y aP,' OPTIONAL 2 X 4 3.688 SSP USE EROVAL.CONNECTION TO MULLION AS PER PRODUCTAPPNOTES: 125 MIN. 2 X 6 5.688 STEP 4 SPECIFY MAXIMUM SHM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2-00 USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPUANCE 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 SNUG INTO TUBE MULLIONS. IN SCEP I ABOVE. °aoti'°•., °i 2. WHERE ANGLES USING IYPES ON SHEET 6_ HORIZONTALLY. ANGLE CLIP NTO TUBE MULUONSESEE OPTIOFIT NAL LEP 6 ON SHEET 99..SELECT ANCHOR TYPE WITH DESIGN RATING CHARTS 3. REFER TO SHEET 1 OF 10 FOR TYPICAI. MULLION 0. 41 8083-TB ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOWS SPECIFIED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. c Ca to let L STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE ILIO ;� Width w MULL SPAN 1X3 1 X4 2X4 2X8 Width w MULLSPAN 1 X3 1 X4 2X4 2X8 Width MULLSPAN 1 X3 1 X4 2X4 2X8 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0 8 44.0 95.7 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139.5 50.0 150.0 150.0 24 33.0 71.8 116.8 50.0 o q 30 150.0 150.0 150.0 150.0 30 111.8 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 36 150.0 150.0 160.0 150.0 36 93.0 150.0 150.0 150.0 38 22.0 47.8 77.7 150.0 ,"'�as °j z c 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 ti a � Ila a 48 38-3/8" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 160.0 150.0 48 120" 16.5 35.9 58.3 149.7 64 150.0 150.0 160.0 150.0 64 62.0 134.6 160.0 150.0 64 31.8 51.8 133.1 O Vi 60 150.0 150.0 150.0 150.0 80 55.8 121.2 150.0 150.0 80 28.7 46.6 119.8 a r`� 88 150.0 150.0 150.0 150.0 68 50.7 110.1 150.0 150.0 88 26.1 42.4 108.9 d 0 cZ o z 72 150.0 150.0 150.0 150.0 72 48.5 101.0 150.0 150.0 72 23.9 38.9 98.8 m= Z 7 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 0 a ! a g 18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 .150.0 18 33.1 71.9 116.8 150.0 5 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 1 24 24.8 53.9 87.6 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 `y w 38 150.0 150.0 150.0 150.0 36 64.2 139.5 950.0 150.0 36 16.5 35.9 58.4 150.0 � n 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 e E" 0 48 50-5/8" 150.0 150.0 160.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 V 54 150.0 150.0 150.0 150.0 64 42.8 93.0 150.0 150.0 64 24.0 38.9 100.0 60 150.0 150.0 150.0 150.0 60 38.5 83.7 135.9 150.0 60 21.6 35.0 90.0 ® m Z z i 88 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 150.0 88 19.6 . 31.8 81.8 ] 8 72 135.3 150.0 160.0 150.0 72 32.1 1 69.7 113.3 .150.0 1 72 18.0 29.2. 75.0 78 124.9 150:0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.628.9 69.2 W a $ 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55:4. 89.9 150.0 a j 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 160.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 fJJ w 36 150.0 150.0 1 0.0 160.0 38 43.0 93.4 150.0 150.0 36 27.7 45.0 1 115.5 Z 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 pw 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 z 64 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 150.0 1 64 18.6 30.0 77.0 w 80 123.3 150.0 160.0 1 150.0 80 26.8 56.1 91.1 150.0. 80 16.6 27.0 69.3 86 112.1 160.0 150.0 150.0 86 23.5 51.0 82.6 150.0 86 15.1 24.5 83.0 a + n 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - 22.5 57.8 N o 7 94.8 150.0 160.0 50.0 78 19.9 43.1 70. 1 .0 20.8 53.3g 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 } 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 wfall, 30 150.0 160.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.6 0 36 150.0 150.0 160.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 M 42 130.5 160.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 M21.7 87.6 $ o 46 63" 114.2 150.0 150.0 150.0 48 108" ,7 49.2 79.9 150.0 46 150" 18.4 76.6 54 101.5 150.0 150.0 150.0 64 20.1 43.7 71.1 150.0 64 16.3 68.1 80 91.3 150.0 150.0 150.0 60 18.1 39.4 84.0 150.0 80 61.3 $ 66 83.0 150.0 150.0 150.0 66 18.6 35.8 58.1 147.0 88 55.772 78.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 51.170.2 131.4 150.0 150.0 8 30.3 49.2 1244 78 47.2 HORIZONTAL.MULLION &AZLNG TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT 3 _ i •/�, '-MULLION ARCHES TO 8E INSCRIBED .` Z AVSIDE RECTANGULAR SHAPE g NOTE: PRODUCTREVL9ED Oe�NYQIB wm the Fw" _ �a Wit, PRODUCT RODICT �� MULLIONS RATED W THESE CHARTS MAY BE ORIENTED L;wta�Coc, �•w �P� Z" VERTICALLY OR HORIZONTALLY, Aa�pra,xaAb Z lg GLAZING GLAZING PRODUCT PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) ,P"°'`� BY UadeY,e4p� 4�'•.o wt w2 WIDTH (W) = w1 + wz _ MULLION SPAN 2 C) QJ 4-4 MIN. EDGE DIST, y— �9/) 1 1/4- MIN. 5/16`TAPCONS 5/16"TAPCONS MIN. EDGE RITE OR ¢� / 1-1/2`MIN.HOOD PENETRATION 1-1/2•MIN.WOOD PENE'RtAnON s e, DGE DIST. 2 PER CLP(1 ON EACH WWG) t PER ANGLE 4° OLLOW BL CK 5/16-TAPCONS 5/16`TAPCONS O 1-3/4'MIN•;-EMBEO INTO MASONRY 1-3/4•MIN.EMBM.� C 3/4 4 PER CUP(2 ON EACH WINO) m E-• MtN, ro ro to z i \Z 1 1 �� - • M� 11 11 I.I 11 C ii ii ii ii n u �'; z J= q O a tr o0 I�--�i ii li 2 7/16" p u a ! c --------- '[ I I 11 LX2 z t/B` on j p• 1 f 1x FLOATING CLIP u 11 ALUM ANGLE MIN. 11,_11 I I I II N I I 281( I I u U t BY IV II II 2x2%1/ \ WOOD BUCK I 1 7 1 . 1 ------------- WOOD BUCK 1 ! j%FLOATING CLIP I I 11 ALUM ANGLE �' C u u I 1 \ I I I 1 B I I IN C) d I I V F 3/4" MIN. 5/16"TAPGONS ANCHORS TYPE 'D' (TNTC BLOCKS u EDGE DIST. 1-//2`MIN.WOOD PENE71I N � V PER ANCHORS TYPE 'G' (INTO CONCRETE) a Z - - 4 ANCHORS THRU 1X BUCK p k ALL CLIPS AND ANGLES TO FlT SNUG INTO CONCRETE OR BLOCK N INTO TUBE MULLIONS' 1"x4" &-2°x4" MULL d TAPCONS MAY BE H11 Ij EX OR FIAT HEAD. a a � MIN. EDGE DIST. r e n 11 2-3/16 CONCRETE OR F r 1 i i i i 4" HOLLOW BLd K 5/I6'TAPCOpt9�--`- 5/16`TAPCONS ?� I I I I1 1-3/4"MIN.EMBED INTO MASONRY 1-3/4`MIN.EMBED INTO MASONRY 2 2 PER CLIP(1 ON EAC� tlGf 1 PER ANGLE 0 WOOD BUCK II 11 ALUM ANGLE ®+ I I I I ALL CUPS AND ANGLES TO FIT SNUG ALTERNATE INTO TUBE MULLIONS. I •° ' ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. •1 I 1 0 �,+ R ANCHORS TYPE 'A' 4Sg II II 1+ II 2 ANCHORS INTO WOOD ii ii i i i i N n 11 n u k --------- - 1�• IL_JI I I 11 2 X 2%LE r 1X FLOATING CUP II 11 ALUM ANGLE +q 4 5/16`TAPCONS iN WOOD BACK 1 u u j 1 1 4" MIN. 1-1 2'MIN.WOOD PENETRATION 5/16"TAPCONS / / 1-1/2-MW.WOOD PENETRATION 1 I 1 ! 1 I m EDGE DIST. a PER CUP(2 ON Each WNG) 2 PER ANGLE I I I I I 1 8Z a z NX to ANCHIIs TYPE 'C' (INTO BLOCK) Q \>1 �2 ANCHORS TYPE 'F' (INTO CONCRETE) • . MI f 2 ANCHORS THRU 1X BUCK a,e>:aeblNrrrro. 1 INTO CONCRETE OR BLOCK cc 1 t/4" MI ii_ii i� iie 1 PRODUCT REVISED k/N�• ®p�-�S7 e 37 •'1 2 x z x 1/6- e 1 a9 complying With�o'Fkvwa a . �y �C ------------- FLOATWG CUP 1 'f II 11 ALUM ANGLE e 1 Building Code N �( + {y I 1 2 BY I I u u e 1 Acmpumce M \ 1 1 WOOD BI I I I I i v. r II I I I I r--'--"`---y J I 1 I I ]�W % UCK e Pro" ••• ANCHORS TYPE 'BALTERNATE ���14,080e111�`�,, a 4 ANCHORS INTO WOOD ANCHOR LOCATION C 5/16'TAPCONS MIN. EDGE DIST. 1-3/4'MIN,EMBED INTO MASONRY MIN. EDGE DIST. ,a C 2-3 OR 2 PER CUP(1 ON EACH YANG) 5/76'TAPCONS 2-3/ TE OR 5/16'TAPCONS 5/16'TAPCONS ,�@u ; O 4 HOLLOW BLO K 3 1 4" Jt-3/4'MIN.EMBED INNMASON1-3/4-MIN. CUP B(2�ON EACH WING) -3/a'MN.EMBED'a PER�aNCLE �e1� Q F t /. °1 I PER ANGLE 4' OLIOW BL CK q Mlt� 4" ro h 2 ° MIN °1 M �i 1 1 ° - i • I MI •1 • W z � •° L ••° 3pr4i y Pp ' 2i a Te IO I 17 CONCRETE OR t 1 11 CONCRETE OR 11 I I °�Y n. R CONCRETE OR 1:=;1 CEMENT BLOCK 11 II EMENT BLOCK II II---__---- J2 x 2 x 1/6' 2 x 2 x 1/e' �CEMENT BLOCK I II it ALUM ANGLE -- ----`---1 ' ELOAnNc cuP u u IN I ELOArINc cu uALUM aNczE Z 2 7 16 I I 1 � G3 MIN. 1FMULL ?p MIN. MULL Q z z ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) cf]lw ¢ QQ e u ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE a e o 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK U 1".4" & 2"x4" MULL flj P'---------"yI MULLANHOTL ANCHOR LOCATION L Z E -MULL I 1 I I 1 1 I I I rr - �-'1 � i i BOATING CUP Ir-r a 11 1 N CONCRETE OR -TI ^' m CEMENT BIOCx I I IfI I II II u ------------- •1 • 1 I ' �p�{j a Z • r y}a ° • I M� I I • ° • � . 1 •I• 9 • Ot S/t8'TAPCONS Z y t-3/4'Mw.EMBED INTO MASONRY- 2 ASONRY 2 PER CUP 1 K (t ON EACH WING) 5/16'TAPCONS e 1 I 1 1 812 SMS 1-3/4-MIN.EMBED INTO MASONRY jy 1 g I I 1 2 PER ANGLE 4 PER CLIP(2 ON EACH WING) l e i 1 1 I •- r---'ll h N Y 1 I I \)< 1 1 II QQ 1 1 I I 11 1 1 .-- g .•. , .'1�.�j, I I I I b'� �`'•�V'° ' °`',PSA ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. PRODUCTREV15gD icy 5r TAPCONS MAY BE HEX OR FLAT HEAD. as mmplyb's witb .Ftt Ay g •:� eC`� s 1 •I Auilccepe6Nb � •�otf .:L JI Q�- <•.. d'Z I •IDiete °'.` M�,•moo-.i I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED �? • I 1+� I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR BY gteat,.° WATER-WHITE METHACRYLATE LACDUER. AT�ct 6 sc eo0 °aaaaeee `00 5/18'TAPCONS 1-3/4'MIN.EMBED ¢ INTO MASONRY- 1 PER ANGLE C MIN. EDGE DIST. MIN. EDGE 01ST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 14) 4" HOLLOW -BLOCK 3-3/4- 1-3/ TAPCONS D a" HOLLOWJIILK 3MIN. 1-3/4 MX EWSED WTOMASO1-3/4'UP 2 ONO INTOACH wOsONRr MIN. /"MIN. 4 PER CLIP(2 ON EACH vatic) 4 PER CUP(Z ON FACH WING) 10t0 02CLIP LENGTH)MULL "L a 2 X 4 3.688' Fww 3"� y di 2 X 6 5.688' Zz° q z \ ± zXs MULL s/ts'rAP',,S did wooG leyi a o pQ 1-3/4"MW.EMBEO INTO MASONRY \ 2X6 MULL P 9 4 PER CUP(2 ON EACH WING) 3/16'TAPCONS $ `.�' ---------------- ( \4PER "MIN.EMBED INTO MASONRY ►, ------ UP(2 ON EACH YANG) �MIN. �----------------------- 1 3/4"3/4MIN. O°O 2X8 MULLzxsMuuCLIP LENGTH 2X6 d a MULL \z "z 2 X 4 3.688' f. ------—— 4• P®���E� a n g ,;•.�. 1 2 X 6 5.688' z 4 z ------------ O - +- 3-3/4. MIN. V A Wg 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) I� a § ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FUST HEAD. Waw cmc 4 4 ANCHORS THRU 1X BUCKOR 8 c ANCHORS TYPE H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE X6'MULL SHOWN BLOCK s ANCHORS INTO CONCRETE or BLOCK WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2' p 0 2"X6"MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. o �gi sLP� z x arC' 3 Z ow ok� •¢c Lyy�°''i� 1'RODUCTR6VISHDownOyh �:w N g 3'E• H iI&sCO e1roF�rMa .y g Bxpitst{oo Dom � @,;�vJ o MIN. EDGE DIST. _ ONS 2-3/16" CONCRETE OR 4" HOLLOW BLOCK r-1-3/4-MIN.p7BEO1MOMASONRY 3-3/4" CLIP LENGTH F9 C 4 TOTAL(2 ON EACH tYING) MIN. MULL 'L' e °a a I X 2 1.688'11Z m - T . ' n 1 X 3 2.688' n ao z o 1 X 4 3.688' 2 X 4 3.688' eo, H m Z m e l 2 X 6 5.688• ;G! y v q 0 2 MIN.76^ a.a or 2x6 Mun i i i i 1. ALL CLIPS AND ANGLES ARE TO FIT z Z c z i i j 2 X 2 X 1/4' SNUG !NTO TUBE MULLIONS. o o ? O - .. L 2. WHERE ANGLES ARE NOT FIT SNUG a $ _1 Ll lJ ALUM ANGLE I.S a ! 1 I I INTO TUBE MULLIONS, SEE OPTIONAL i ANCHOR DETAIL Ai SHEET 9 OF 10. a Q w z a CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION y 0 WITH ALKALI-RESISTANT COATINGS, SUCH AS BTUMINOUS PAINT OR E,., WATER-WHITE METHACRYLATE LACQUER. V $ e ------------ ---- � z MIN. EDGE DIST. -- ---- "16" 2-3/16" CONCRETE OR as 4" ROLL K ®tz F.H.sSIDE c a 2/S- C IL 1/8"THICK ALUM CHANN LENGTH TO FIT SN �y INTO MULLIUBE MULLION TUBES NAY 8E NOTCHED UI t � •. j 1 M g AS SHOWN TO ALLOW INSTALLATIONC) OF CUP ANGLE y. p LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY &gE_ ANGLES TO TUBES WHERE ANGLES c+ j14 FH SMS Q ARE NOT FIT SNUG INTO TUBE 1 I I i 2 PFR CLIP MULUONS. ACCESS HOLE 1-i/2"O.C.MIN. e < I 5/8-(2) � i --- 5/16'TAPCONS 1 3" 1 I °' �•' ®14 SMS I 1-3/4'MIN.EMBED INTO MASONRY 4 PER ANGLE i 2 PER ANGLE 1 1 _-____ _____ __-___ _____ m -- -7 • I 1 2x2x 1/8" 1 I m O ' ALUM ANGLE H$TALLEp IN EITHER e 1 p12 FH SMS I c a O DIRECTWN t I 2 PER CLIP ! 1 u m m .,• �� 1 1 !'O.C.MIN. I I 1 I a• 1-3/4'X 2"X 1/8"(FOR 2BY TUBE) k$g m u • \Z 3/4"X 2"X 1/8-FOR(18Y TUBE) III f ALUM ANGLE rt CUT TO FIT SNUG INSIDE TUBE yp7k''.• aFPp I ANCHORS TYPE METAL TO METAL CONNECTIONQ• L, USE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTIONVLS �,•�J •F, �Y PRODUCT AEED` f rm rn v4ying wab ft Florida ;fl j f3uildvlg Code P- 3-3/4" ALL CLIPS AND ANGLES To FR SNUG C4nA timl7 s n jj �" MIN. INTO TUBE MULLIONS. d 13//4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. BMY o �eepFp:aP,s 1a N. 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FOR CLIP TYPES AND ANCHOR CONDITIONS REFER j$ VERTICAL z � PR 201 `a TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. MULLION i 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE F'at 5 feese m z: t 4 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN RO DUCT PR�ODUUCCT , GLAZING GLAZING THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING .° w m �� PRDDucr PRODJCT 2 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER PRODUCTREVMD °q co ® C; In LOCATIONS AT HEAD, SILL OR JAMB ENDS. B:eFt ANVCHOR7 4i wcHm/cLro Bwlding Code 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. Acovtpzm No °0 rI Dde W7W2 HORIZO TAL SPANMULUON 5y eRoCss1 •�®®s4peC44 1 TYPICAL MULLION CLIP ARRANGEMENTS c 0 MIAMI-&�M MIAMI DADE COUNTY ffollolow PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegw/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHI(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 revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"3200"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, 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 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 NOA No. 13-1217.22 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 Jaime D.Gascon,P.E. NOA No. 14-0908.20 MH AQES Expiration Date: March 04,2019 • yy Approval Date: November 27,2014 P RE CEIVage 1 JUN 15 2017 Lawson Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07,titled"Series: 3200 Outswing Impact Casement Window",dated 07/27/08,with.revision"C" dated 08/25/14, 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 2)Air Infiltration Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-08-2102A, 1HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NDA #08-1020.08) 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 a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-20998, HETI-08-2100, HETI-08-2101,HETI-08-2102B,HETI-08-2097B,AETI-08-2103B,HETI-08-2104, 1UTI-08-2105, BETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted under NOA #081020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA#12-0127,21) 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. 11--0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dat /11/13, ex firing on 12/11/16. c Jaime D.Gas-Zba,P.E. Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: �IO �� Approval Date: Novem er , E-1 I N '28p Lawson Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 3. 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. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-012 7.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 08.1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2131A, dated . 07/10/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI-08-2101, dated 07/10/08, HETI-d}8-2102A, dated 07/10/08, HETI-08-2102B, dated 07/10/08, HETI-08-20978, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI-08-2104, dated 07/10/08, BETI-08-2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08, and HETI-08-2131B, dated 07/10/08, all issued. by Hurricane Engineering&Testing,Inc., signed and sealed by Candido F.Font,P.E. (Submitted under previous NDA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window -- L.M.I., approved on 03/06/14 and expiring on 03/04/19. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.140908.20 Expiration Date: Mar�r,2019 Approval Date: November 0144^�^ 0 R� p�p,p LIM ANCHDRS, 12 1 2' ;. CJ (A) 3 AT TOAA.. CC) 3 A7 A Al ( OC e" r AN CLUSTER ANCHORrUSTER= CD) 5 AT FRA ( ) ANCHORS- SEE DETAIL N4 AT ANCHORS, SEE DETfg #4 AT SHEET 7 OF 7 SHEET SOF 7 (A) 6 AT FRAME HEAD CA) 6 AT FRAME HEAD (FRAME SILL TYPICAL) (FRAME SILL TYPICAL) ) <C> 6 AT FRAME SILL CC) 6 AT FRAME SILL CD) 4 AT EA, FRAME JAMB; e � <D) 4 AT EA. FRAME JAMB' 38 A (MA%•=) 3836 M"11O.LO, toAl A Al3058'Lu c cu �%/ �ol - i wd o II II /. O a4 gI / iI i N 'o ci.. ogI / J}m 'o ..2 0 �1J.B 8m i -t I I I 111 B 1 \ 1 i_sxecl 25'O.C.(AIA%.) 1 8 (MAX B -44Bracket Lg' (�•) B -� 4'4' .0 . E%T,6 INT.FALSE COLONIAL 1'�' '' f •L �`�0 at S'from end. ( - MUNTINS ARE APPLIED W/ 37' 74' (Typ.at all Fixed 74• W/SILICONE AND ARE 0. FRAME W WINDOW FRAME WIDTH Ute Comers} WINDOW FRAME WIDTH AVAILABLE AS OPTmNAL. IRE ON "XO" ELEVATION (OX reversed) "}IX" ELEVATION EXT,6 1NT.FALSE COLONIAL (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) WWj sn cm ANn PLIED W/ AVAIABLE AS(IRTIONAL SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8'. SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. ANCHORS TO BE >e12 SMS OR WD. SCREWS INTO WOOD, DR , 2.) SX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE 1/4' TAPCONS or APPROVED CDNG FASTENERS INTO , OR BUDDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD O REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCPRBViSED ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND asocrosplylfl8w1t9f0eFlorida TO BE REVIEWED BY BUILDING OFFICIAL EA14 6:) SEE SHEET y3 FOR BILL OF MATERIALS AND DETAIL 9. 0�-j 6.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.)WOODBUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED avdtwt Cm trol (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL& NOTES) i. ao.Re Na. �� g�T y® 7® T A Revteed to gm*w/2070 FW Ys/V®'/ b�®.Y 1�9'/ 8,) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO n r, 8501 N.W 80 5T. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS t ' '� ems- IL Re ro"a d Rmietm to d set 5&e of 7 MEDLEY,{FLORIDA 33186 .F ; ,t8°°,', I7 I P14 No.(305)696-6660 OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 .^ `y"d6 a C.R&ANd to Dom w 2014 F60 MANOPACTDRRR OF QVAUTr/LUIDND7f VnWW AND"ASS MORS 9J EXT. & INT. FALSE COLONIAL MUNTIN9 ARE OPTIONAL&AND ARE APPLIED W/SILICONE �., ;° .e gid o.om cvm swg amm rm ca5aWln � era��x ea.�.a 10.) FRAME SILL ANCHOR CLAPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME = d r t AND TO 9E LOCATED WITHIN A +/- 1/2'TOLERANCE. p" ,;�.� o� x.ERAzo °af ia+/Q9 Series: 3200 Outswing Impact Casement Window TOTAL OF ANCHORS.REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD, 11.) SEE SHEET® 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATION DETAIL. °','� . •r j, '' •; """id Om N.SBAZO Dau l4 GENERAL NOTES.& APPROVED ELEVATIONS (X, XX, XO or OX) 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OP'T'IONAL&AND ARE APPLIED W/SILICONE �� •:� �T�6�m DATE_! Vit- $a�`� r,.w C 6'.Wr Ba""mG 0A-Ot ° ' "L3200-0801 Leh 1 of 7 ALL P.T. WOOD BUCKS t$/ # 14 S,M.S. or WD, SCREW 1/4' TAPCONS W/ 1SDDGENCE ENGINEERED SEPARATELY DISTAFCE 1 1/4' MIN, WOOD EMBED d t5/3v o 1 1/4' MIN. CONC. & TO BE REVIEWED ' EMBEDMENT I BLDG. OFFICIAL (TYP. ?'`i?;..-.. .'P:• •DISTANCELL D BUCKS NGIN' D SEPARATELY ° 4 47 t�4` '''7 STUCCO ;,.t A,+„•�b.6,"'y ( TO B REVIEWED ...•...�. .9 N. DEO.) -'`r. (BY OTHERS) :.,tt„z w„•.:v,, :, °. v METAL LATH 43 BLDG, OFFICIAL (TYP.) STUCCa—BY OTHERS): 1Y °.V p °"� & STUCCO 4347 {;t`��'a'<.rrw5�.' 47 _ (BY OTHERS) ;t�..' 50 t t 4• !a :;.�} $..`{aF;V 50 (WN.ENDED. 2X WOOD BUCK ANCHORED TO CONC. 1/4' MAX •Iv'.: _1 TO BE P,T, (TYP.) SHIM SPACE PERIM. C+LKING w BY OTHE S 12X WOOD 15 17 EXTERIOR GRADE 17 BUCK (TYP.) PERIMETER CAULKING 1/4' MAX. 15 BY OTHERS ALL WOOD FRAMING SHIM SPACE j <TYP.) 1 ENGINEERED SEPARATELY 24 1 15 1 Al & TO HE REVIEWED AF.r 1 BLDG. OFFICIAL (TYP.) 22 23 17 11 16 16 16 A 18 18 j 5 t; 5 5 r 21 18 42 49 1� 12 16 48 j II �I EXTERIOR INTERIOR � EXTERIOR � INTERIOR EXTERIO 13 { INTERIOR 14 51 13 14 51 it GLASS12 16 48 a 12 16 48 13 49 28 18 42 � 30 21 j � 25 21 18 21 6 I y' 16 i6 16 4 27 17 B1 40 t 17 B� 11 O 17 18 40 15 10 15 1/4' MAX, 29 10 29 10 17 17 SHIM SPACE 1/4'MAX. EXT, GRADE 17 EXT.'GRADE SHIM PERI CAULKING PERIM. CAULKING � 15 PERI CAU L��<TYP.) (TYP.) 2X WOOD't.,;.:� ... 22 23 26 1 a' ;•,_.,::. ° ao BUCK (TYP.) (Nw,1 EGBEo.) STUCCO 1„,,,;r,,�7i .' 24 e. e t t/4' 'fit 50 EXT. GRADE 50 (BY OTHERS)-.:, 4 ° (NIN.ENDW. tt+gt; ;4•ya'+ PERIM, CAULKING d v..•' (TYP.) 44 44 4;” ix or 2X "•2•” METAL LATH, STUCCO * "y P.T. WD. BUCK 2 3/4'EDGE DISTANCE 2 3/4'EDGE DIS AND EXTERIOR GRADE " 2 3/'EDGE DISTANCE SHEATHING (BY OTHERS) ]]�� T I a41SW W r 2010 FSC / / •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR " '. t ,, g� ,� 1 �/ 85D N.W.DO A MED fl.ORIDA 33160 dt"'°•,i6y T` a.Renard ad ReWdm b d,-t 5 R 6 of 7 T7 PM No.(30S)sse—Dseo MASONRY IS LESS THAN 1/8',MIM ARS NOT REQUWD. q"y(`'> rpOBUCTRett9sZ:D o 65225 '° C.Revfeed to b r X14 Fac luxaraeivnea at•ovum uvMAwr snPoosa eND sews Doone va rave 4f r++vuh to Fkrwa •;�' �,e,e Dam sore°raw r'ea a w/roa er Nm.earo,oee.a e a ANCHORS NOTE: )WldstEemde ia'` y a—ot ANCHORS TO BE 012 SMS DR WD. SCREWS INTO WOOD, OR l.;oerercczFla %d e,mm or nae,o e,m.+ 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., a SP ZO,Q9 "fit FgG C¢ rl N. HMO m/a7/oe Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR -t a•,' e;•,� •,$ g'°ta6Djp N ERAZO 4 VERTICAL CROSS—SECTIONS, DETAII3 & NOTES CONC (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •yu; �HpaQ,u.:Cont�l " y Y .�,a' s,em two- r+eavaaNrewXu.hn nmuayrma.n DATE '�� •^:� r t=t�^ry+ C CA�ENf3200—DBNOMOt 19800-0901 %F;;pfl88004gfl9� a STUC& un OVE&&FR WIDTH <BY GT S) �� 4 PERIMETER CAULKING EXTERIOR OVERALLVENT WIDTH. :*1 15 18 7 8 18 15 ]DAYLIGHT WIDTH 8 7 18 15 3 9 350 21 r 12 16 48 12 16 48 �. c 13 13 GLASS a 43 GLASS 43 y wy 49 FDS VENT,v_ - OPERABLE VE 14 51 4 51 14 a iTAPC (Ml.'useD.) 18 18 j 18 1 1/4' O 20 (ywro aeem.) INTERIOR , o' 47 17 11 17 16 16 Li4 17 1 17 O 17 47 a D1 P�1 raa ALL WOOD BUCKS ERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATE III VIEWED 9, TO BE REVIEWED BY BLDG. OFFICIAL (TYP. ST CO BLDG. OFF (TYP.) PT WOOD BUCK NOT BY LAWSON IND. ( OTHERS) PERIMET OVERALL FRA WIDTH MUST SUSTAIN IMPOSED LOADS v4 MAX „ta•:•':i HULKING OVERALLVENT WIDTH "w:-e.: 'r yaa SHIM SPAM PERIMETER CAULKING 15 18 7DAYLIGHT WIDTH 8 37 1 g 5 � q 3 38 39 36 3 iA 3 21 F EXTERIOR ;i. g EXTERIOR •,d•. .;,. •;p•. ..:.`Ire qy a.*" 1 12 16 48 21 p 12 16 48 13 GLASS - •'o 33 _ 34 43 � ' a• V - - GLASS q 3. : mCi 43.. .. : _ OPERABLE VENT TAPCON 14 51 ( 46m.} > TAPCON 14 51 (Mai. 4'•) 2 .. 8 INTERIOR 18 20 (IMN.t 1 4'3 0 21 18 35 42 42 O x.�j' 41 .O 47 11 Dl INTERIOR 0 47 17 21 16 16 17 47 a 17 17 16 pRODUCT REVISED ALL WOOD BUCKS as sxw 7� O °. ENGINEERED SEPARATELY L'v3ldingcode with 11oFkrWa 32 � n� lJ & TO BE REVIEWED ' .. 2..LL./ BLDG. OFFICIAL (TYP.) (((gg 31 ^z;sz r+gid ,9tami edetycodl�Coauei� •S A. R=t. XolM �� WS®1 V A Ravimd to w 2010 F6C ^s, BSOt N.W.90 ST. WHEN THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR .§'�/., C1i`:• 4EOLEY,FLO IDA 33188 MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. q 5225 a RmieYal aml RaNetm�to alp!s 8 e of 7 PH No.(309 896-8880 C.Rwbad to OMTOY M 2014 FM IfMWAGMAM OP 9VAUrY ALWWJUY 11MD0IG AND GUM DOORS ANCHORS NOTE: o e� �+ Pma Q*gym /Y u4 u ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR w n—Aa axa mink 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., '°Y� •tl14 N.M= 07/8'1/08 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR Pe•;"a 'Q.R'.°`� '0" zAivaid�' DO1e D'° ' • 1�,.r^( a° N.8RA20 a/�/Sa HORIZONTAL CR033-SECTIONS, DETAII S & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) '�' DATE'- F ~O"�` c semi r.eame caoo-oaRa-o1 � L9E00-0801 4, 4 F 49 Com' gyrt� � 04 � Z LAWSON SERIES: 9200 CASEMENT WINDOW – BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW – BILL OF MATERIALS LIST ITEM #DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM B WG. NO. PARR NO. QUANTITY DESCRIPTION SEMABNS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 8/6 1 L-3001 1.1I-118 1 FRAME HEAD 6063–T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE + 2 L-3002 UI-115 1 FRAME SILL 6063–T6 ALUMINUM 42 1 X VENT 5/18"INSECT SCREEN – OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB–HINGE SIDE 6063–T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 UI-115 2 FRAME JAMB–LATCH SIDE 6063–T6 ALUMINUM 44 SEE ELEVATION FRAME SIU.CUP SCREWS #12 X 1 1/2"PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 8063–T6 ALUMINUM j 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 UI-119 2 VENT BOTTOM RAIL 6063–TS ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL–HINGE SIDE 6083–T6 ALUMINUM 47 L-3007 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063–T5 ALUMINUM (3" L) 8 L-3004 UI-119 2 VENT SIDE RAIL–LATCH SIDE 6063–TB ALUMINUM 48 L-3009 U1-159 AS READ. GLAZING BEAD – 7/16" 6063-775 ALUMINUM 9 L-3003 UI-116 AS REQD. IN–POST 6063–T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-76 ALUMINUM (3" L) EXT. GRADE BACK BEDDING r 50 8 X POST IN–POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS it L-3005 UI-113 AS REQD. FIXED LITE MOUNTING BRACKET 6083–T6 ALUMINUM (3" L) TO BE APPLIED BEHIND 5i DC-899 AS READ. I GLAZING SEALANT – SILICONE • 12 L-3010 U1-7708 AS READ. GLAZING BEAD – 5/16' 6063-75 ALUMINUM WINDOW FLANGE BY INSTALLER (TYP.> ALL WOOD BUCKS 13 L-7531 L-7531 AS REQD. GLAZING BEAD BULB VINYL PVC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REQD. GLAZING SEALANT– SILICONE FACE CAULK & TO BE REVIEWED BUCK (TYP.) •,� 15 L-3012 U-110 AS REOO. WEATHERSTRIPPING – FRAME/VENT PVC VINYL HERS BY OT (TYP.) BLDG. OFFICIAL (TYP) 16 L-3011 LD-133 AS REQD. GLAZING BEAD 11/18"LAM./INSUL 6063-75 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME # 12 S.M,S. or WD. SCREW V W/ 11!4' MIN, WOOD EMBED 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN–POST IV 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS M.IEIABED.) 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4"PH SNS \ — 22 2 X VENT 4 BAR 90' HINGES – STD. & H.D. WINDOW FRAME a 23 2 X VENT 4 BTD AR 45' HINGES – S . & H.D. EXT. GRADE BACK BEDDING 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL B EXT. GRADE PERIMETER TO BE APPLIED BEHIND 2 CAULKING NOT BY WINDOW FLANGE BY 5 1 X VENT VENT OPERATOR – DUAL or SINGLE p LAWSON INDUSTRIES', INSTALLER (TYP,) 26 4/OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL SDS - -.�;.. TO BE APPLIED BY 27 1/ OPER. STAINLESS STEEL"C"TRACK " F.H./PHIL SDS OTHERS (TYP.) 28 2/TRACK TRACK MOUNTING SCREWS #8 X 1/2 r ' '''•' —EXTERIOR GRADE PERIMETER CAULKING 29 1/ OPERATOR STUD BRACKET CONNECTOR STUCCO DR EXTERIOR FINISH i••:i !i�n.:w;t�,`;:^ BY OTHERS (TYP.) 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.N./PHfL SDS /� BY OTHERS (TYP.) `"�" METAL LATH, STUCCO ``�/' 1/2" AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI–POINT BAR SUBSTRATE, PRODUCTREVLSBD 34 1 X LOCK POINT TIE BAR NYLON GUIDES CONCRETE OR SEE MULLION APPROVALS FOR qNompfy3u8mmamFlorida 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS Q8 X 1" PH./PHIL 8 MULLION TYPE, SIZE AND MAX.I3oDc1a8Code P.T. WOOD DESIGN PRESSURE LIMITATIONS.''"r. �•� 36 1/LOCK KEEPER (ST. STEEL) BY OTHERS (TYP.) NOTE: 2/ KEEPER KEEPER MOUNTING SCREWS 21 THE LOWER PRESSURES OF 17 FIXED, CASEMENT WINDOW, OR 38 L-3014 4 ISNUBBER I 6063–T5 ALUMINUM MULLION SHALL GOVERN. " ° ' #OI 391 12/ SNUBBER ISNUBBER INSTALLATION SCREWS 8 X 1 Z" PH SMS .„`93tB8ldygS 1/4' MAX. ,q a ']� SHIM ti Mdse 0.ReHaed to v 1010 FIC L A. l� O (fir 8601 N.W.80 ST. a.a" "'.c41 di ,.( �' MEDLEY.F10RIOA 33188 12 S.M.S. X 1 1/4" L r B.Renaud and R.W.to*heel 8 k 801 7 a' •' ..•:f•••. SEE ELEV. FOR SPACING 56225 r PH No.(308)898-8880 .,.,a• .q:��,:A; ': : C.Rmleed to Comv 2014 F8C MANUPICIWDBS OP 4VAUlY IZMMM//NDO/S AND=a DOORS ;'b±ue: i' S$ : ," Dano G7ma Pmt C1uu PAd 7e 8nW/�F•de0 DAm SY�u h a�od�bw h O (MIN.EMBED.) m O1 B ,6, PEST O """DOW FRAME ' °'' ;'<vm°'°�" N.RRAZG `°"$/2/08 Series: 3200 Outswing Impact Casement Window En�E $A ~~ ;ao0'me 'ioNid O'P N.E °vf'08/05/14 BILL OF MATERIALS LIST AND DETAILS DISTANCE ALTERNATE ANCHORING AT SILLMULLION ATTACHMENT DETAIL eDAs,� P w run•.ae �1 ' " t3200-0e01va0 a oP TE E1 y r� 9� FRAME IN-POST RAIL VENT RAIL 1.218 L-3003 i•435- 4" q," m 22SS-Eg10 X 1 1 4' 6063-TB ALUMINUM , EWq P.H./PHIL SMS OFRAME HEAD I .082 4 17 I VENT RAIL L-3001 H s to 6063-T6 ALUMINUM IV 0.062 ---------- 2312 ,062 0.062 I 1 1 18 i I .082 •062 i ANCHOR CLUSTER - 2 z.3s1, (HEAD/SILL TYPICAL) 1 VENT JAMS ( FRAME,AAIB - .797 0 4 t FRAME CORNER DETAIL 1a 5 6 7 8 �F'OST ANCHOR DETAIL VENT RAIL CORNER DETAIL 27 F187 ,gpp 2 3 4 �'RAD. FRAME IMPOST 0,062 L-3004 SEE MULLION APPROVALS FOR FRAME SILL / JAMB 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. ' L-3002 DESIGN PRESSURE LIMITATIONS. 3 6063-TS ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2.250 a-,062 2 1/4' MAX. SHIM I.o6z 0.082 # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING FRAME SILL 2399 0•� 1. ALL STEEL IN CONTACT WITH ALUM, TO BE PAINTED OR PLATED. AR v 2. METAL STRUCTURES: 0.078 FRAME SHEAR PLATE 0.300 _� (STEEL OR ALUM. 1/8" MIN. THICK) 47 L-3007 --� A) STEEL : Fy = 36 KSI MIN. 6063-T5 ALUMINUM 0.120 B) ALUMINUM : 6063-TS MIN. P.M. gy110 XII i/v 1.215 P.M. 10 SMS 1.231 PERIMETE 3B WINDOW FRAME FRAM IMPOST DE TAL ALUMINUM SNUBBER SEALANT, 3B L-3014 F'RALME & SASH CORNER ASSEMBLY DETAILS 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL - 10 FRAME SILL ANCHOR CLIP ICT REVISED L-3008 pioddn F=D LITE MOUNTING BRACKET u coa PIYiaS <7 � 6063-T6 ALUMINUM g7o L-3006 �Ao¢eosNo 0.188 0.094 6063-T6 ALUMINUM a ��•��') 0.070 / 9adaFmdtxtC00trol 2.794 .478 GLAZING BEAD �' A.RavIsed to Com* 2010 FO �/�T ]�T 12 GLAZING BEAD 16 4a GLAZING BEAD •. 01 r, LA p/n/ S®1 �/ y OEDLEYN,WFLORIDAT 33168 5/18"Landuated 11/16°Insulated/laminated 7/18"laminated g� 25 „ B.Rarowd and Ravaion to duet 9&6 M 7 ®/ ® PH No.(305)696-8680 L-3010 or L-7708 L-3011 or LII-133 L-3009 or LII-159 pf m fi063-T5 ALUMINUM e v C.R.V.W to ■ 2014 F8C NANOPAVrUA N OF 4VAU27 AUWfi M I1NDOi8 AND 06188 DOOM 8063-T5 ALUMINUM 6083-T5 ALUMINUM O m .0 N.+ed=w w Dw, o.9,s oso, 0.050 N.&RAZO N.MLM °eb 0'z Series: 3200 Outswing Impact Casement Window 0.391 �. 20 S I�Y°1• ��.�°^��' $" °a4 EXTRUSION CROSS-SECTIONS, & ASSEMBLY DETAIM /t4 0.050 0.888 0.115 0.868 -r �, ;:j;8999%ea�.iaw LRvir C Soatn e'J°'�A1'p�, if3100-Ogt7OA.-Ol L3200-0801 � 7 OF 7 v a r o 1I RAM MS - ENGINEERING, INC. Kd = .85 : 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 1 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DA,DE 175 MPH WIND ZONE Interior &Exterior Zones (4845 -Walls).Positive Pressures Exposure C For the :175 ' mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utarV Area in Square Feet Height 10' 20 .30 40 50 60 Maximum) 1.00 0.95 0.92 0.89. 0.88 0.86 15 - 404-:_ 38;5 -3T:5 3�7 _ 36-1- 35._ 20 . 42.7 40.8 39:7- 38.9 38.3 37.8 25 .44.6 42.6 41.5 - -40.6 40.0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 Interior Zone (4.:Walls) Ne gafiive Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area in Square.Feet Height 10 20 30 40 50 60 Maximum -1.10- 1.05 -1.02 -0.99 -0.98 -0.96 --- --- 5 -- '-43.8- -39.6=40.9 - 9.8 -39:'i . 20 -46.4 -44.4 -43.3 -42.5 -41.9 - -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43,2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.$ • 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 c 60 -58.2 -55.8 -54.4 -53.4• 1 52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 -mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri wta Area in Square Feet Height 10 20 30- 1 - 40 1 50 60 Maximum X1:40 -1.29 -1.23 -1.19 -1.15 -1.13 .1•5 -54.1 = -48.3 -46.8' -- 45:6 -441. • 20 -57.2 -X53.4, -51 't -49.5 -48.3 =47.3 25 -59.8 -55:8 -53. -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 •-55 8 - 50 -69.3 -64.7 -61.9 -60.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 -60.6 y Length of End Zone (a): 10% of least horizontal dimension or.4 h,'whiche er is s L tiller, but not less-than 4% of least horizontal dimension or 3 fL (h = mean roof height-in-feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. f 'ti 0.X I 0yl- 6gyess Mrs c 0, M = J�-OZzZ •ly /�-dzzZ.ry 6)e, 0) !S 1 —o z ZZ,1 y !y ► �-o z z z . dy I �� oZzz . ly J3 J�-© zzz , ly i @ @ Gu 5�w ed Lsz- Ir 0 t! 1 -oZzz . Iy s y I3:-p2Z2. l3 PYO Kt �y=®qo8.7 174-oz22,ly 1�-ozzL.13 12- AL"IIE PL l� 19-(9 2 z 2 `1'� ' �_ :J ZJ X 'b ye,,,, - �9�L�v B fi�P J � �d�°d(9�-C GS J �f9��-�`✓ E ��� Y� 3a, � - 3 ? X 'Z �o - 1 _ F N e- (.06 x Cp 3 -(.06xC3 1 - 5-3x3e z - co.So--WO " (jlvl.dOLO 5-- Li )( 6° 3 20 - 3G )( go � - 3 K5Cl Lr - �ZX $0 72 _ 3(,ox90 15 23 3 1 �- 3 ,? x5a 10- 3?x'Z & PERMIT-#: 3 �q Miami Shoes Villa e Z - �� 5S �GQ SeyrJP APPROVED BY DATE 13 - 9cl ZONING DEPT . y $ BLDG DEPT f t-53 x 50 SIJBJECTTO CCNIPLiANCE WITH ALL FEDERAL RECEIVED STATE ANU CCUN'iY AULES MID REGULATIONS JUN 151017