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RC-13-1748 (2)
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING � ' AUG 0 FBC 20 Permit No. Master Permit No. JOB ADDRESS: 1208 NE 99TH STREET City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3205-009-0200 Is the Building Historically Designated: Yes NO ^ Flood Zone: OWNER: Name (Fee Simple Titleholder): Daniel N Berger and Hara R. Berger Phone#: 305-542-6098 Address: 1208 NE 99TH STREET City: MIAMI SHORES State: FL Zip: 33138 TenantlL.essee Name: N/A Phone#: N/A Email: dnberger@gmail.com � t CONTRACTOR: Company Name: rnz Q64sor"110 N % *W Phone#: V 2 3 5510 Address: -440 N 1J CIO ST City: SL 1004?AState: VL Zip: 33 ISO Qualifier Name:'5 Phone#: W4 $ZZ 3 50) U State Certification or Registration #: C Cil C /j7 } i5 Bele rtificate of Competency #: _ Contact Phone#: Email Address: 111; n'ei09Q VK Z — consriyuy) • awl DESIGNER: Architect/Engineer:Phone#: JPOV 57$ 30.4 4 034 -4 Value of Work for this Permit: $ ��� 3 Square/Linear Footage of Work: 2— � t Type of Work: ❑Addition lfA/, lt'eration ❑New ❑Repair/Replace ❑Demolition Description of Work: KITCOZ64 . VQ%R0146C S*TH *t . V P 1?A}Qq �» C''{�CA�I.► � J'CtecTa? V,11 r4 0 44 S Vol 1 MP:ik--r M. Color thru tile: Submittal Fee $ Permit Fee $ ' . CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue . I t absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature + ` ��� Signature -�wm Owner or Agent Contractor The foregoing instrument was acknowledged before me this t2 day ofJam, 20 L S, byILA who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: y The foregoing'' instrument was ackn ledged befioAre met � 9 day of VJ 201, by I1 U 7 � wh isrsonally known to me or who has roduced entification and who did take an oath. a"A+-w .4 N TAR&PUBLIC:. 9 l� �uctural Review (Revised 3/1=012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) �g s � Fig cs '* 5 9 ,� rn St Nr 7 d CD CD N• c� �9 j 78 -, 4@3 a ,41oa tom �a ,loge ff Ca;a i�3.m Ogg A5:6 H -C gOr- 8 ° cr CL_ N a�'3o ro a 0 cid O N C �► 3 x0330 V CL ° H c� oA, r a ht (a part= 0 �gf8 ea m �i O� NaP-= PPS C 0 0 O mw G� wo to q Mor OR Om N r w w (!] O N n I Hl-Atrr�t GIS -N,i o m °� -fin bd r 00 P4 X 0 y, t� J09 to HH w w io ca H 0 w O H H H °z 00 N O A 00 v 1-� w W Ul T14I8 M NOT A BP I _ rU'% wrn• CIAv 698350-7 BUSINESS NAME/ LOCATION UNITED ELECTRICAL SERVICES INC 26453 SW 135 CT 33032 LININ DADE COUNTY FIR; T -CLASS us. POSTA�iE � PAID MUM, FL PERMIT NO. 231 RENEWAL RECEIPT NO. 716289-4 CC # 12EO00192 OWNER UNITED ELECTRICAL SERVICES .INC Sec. Tyke of Suslnese WORKERlS 196 ELECTRICAL CONTRACTOR. nes IS ONLY A LOCAL 1 3USINM TAX RECEIPT, IT XUES NOT PERMIT THE 1OLOEA TO VIOLATE ANY L76STM REGULATORY OR IANING LAWS OF THE UXRM OR CITIES. NOR DO NOT FORWARD )OES IT EXEMPT THE fOLDER FROM ANY OTHER +EA39T OR LICENSE 400TT`IIRED A CERTIFICATION HISO UNITED ELECTRICAL SERVICES -INC s' $ Q°'LL' MANUEL 0 GARCIA PRES MONIL 26453 SW 135 CT DAYMENT RECEIVED HOMESTAED FL 33032 J0AM1-DAIS �LLECTOR:OUNTY CTAX 09/18/2012 09010012001 ii ++ ii 1 i ii tt jj jj (( jj ii )} jj 000075.00 157 SEE OTHER SIDE f F 05-03-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/18/2011 PERSON: GARCIA FEIN: 452648508 BUSINESS NAME AND ADDRESS: UNITED ELECTRICAL SERVICES INC 26453 SW 135 CT HOMESTEAD FL 33032 SCOPES OF BUSINESS OR TRADE: 1- REGISTERED ELECTRICAL CONTRACT EXPIRATION DATE: 10/17/2013 MANUEL IMPORTANT: Pursuant to Chapter 440 . 0504), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of efectian to be exempt shall be subject to revocation if; at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES F DIVISION OF WORKERS' COMPENSATION Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who 0 CONSTRUCTION INDUSTRY 0 elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS' COMPENSATION LAW D chapter. EFFECTIVE: 10/18/2011 EXPIRATION DATE: 10/17/2013 Pursuant to Chapter 440.05(12), F.S., Certificates of election to be PERSON: MANUEL GARCIA H exempt... apply only within the scope of the business or trade listed on FEIN: 452648508 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt UNITED ELECTRICAL SERVICES INC and certificates of election to be exempt shall be subject to revocation 26453 SW 135 CT if, at any time after the filing of the notice or the issuance of the HOMESTEAD, FL 33032 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- REGISTERED ELECTRICAL CONTRACT section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 P UNITED ELECTRICAL SERVICES INC MANUEL 0 GARCIA PRES 26453 SW 135 CT HOMESTAED FL 33032 11117}Efl�2i11i1}f�il}11fI11li�i�}�5{1111�ff �ll{}iiiEf }3{F}I IICf 0 A, 4 ..J - SEP Berger Residence HVAC Load Calculations for to 1 1208 N.E. 99th Street Miami Shores, Florida. TYCOPY EiNI RHVA HVAC LOAM ayrd2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rlwac - Residential & Ught Commerclid HVAC Loads We Software Development, Inc, Berger Residence Page 2 Project Report General Project Information Project Title: Berger Residence Designed By: Mark A. Campbell Project Date: Thursday, August 29, 2013 Client Address: 1208 N.E. 99th Street Client City: Miami Shores, Florida. Company Name: Ricardo Perez Design Data Reference City: Miami Beach, Florida Building Orientation: Front door faces South Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 10 ft. Altitude Factor. 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rei.Hum Dry Bulb Difference Winter. 48 45.04 80% n/a 72 n/a Summer. 89 77 59% 50% 72 62 Check `Figures ' Total Building Supply CFM: 2,584 CFM Per Square ft: 1.048 Square ft. of Room Area: 2,466 Square ft Per Ton: 454 Volume (ft9) of Cond. Space: 22,194 Building Loads Total Heating Required Including Ventilation Air. 42,895 Btuh 42.895 MBH Total Sensible Gain: 56,834 Btuh 87 % Total Latent Gain: 8,391 Btuh 13 % Total Cooling Required Including Ventilation Air. 65,225 Btuh 5.44 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program FIIes0ite\Rhvacw\Proje ts\BERGER RESIDENCE.rhv Saturday, August 31, 2013, 1:46 PM C:1Program FilesUitelRhvacw\ProjectsXBERGER RESIDENCE.rhv Saturday, August 31, 2013,1:46 PM Rhvac - Residential & Light commercial HVAC Loath Elite software Development, Inc. Berger Residence Page 3 System 1,4/C-1 Summary Loads Component Area Sen Lat Sen Total Description Qwan Lois Gain Gain Gain 1A-cb-o: Glazing -Single pane, operable window, clear, 120 3,110 0 7,620 7,620 metal frame with break, ground reflectance = 0.23, u - value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 board 771 3,091 0 2,743 2,743 insulation, open core, siding finish 16E-19: Roof/Ceiling-Under Attic with insulation on Attic 980 1,152 0 1,489 1,489 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Light Tile, Slate or Concrete, R-19 insulation 22A-pl t: Floor -Slab on grade, No edge insulation, no 99 2,350 0 0 0 insulation below floor, tile covering, passive, light dry soil Subtotals for structure: 9,703 0 11,852 11,852 People: 4 800 1,000 1,800 Equipment: 200 200 400 Lighting: 200 682 682 Ductwork: 3,910 1,354 4,821 6,175 Infiltration: Winter CFM: 85, Summer CFM: 44 2,250 1,873 824 2,697 Ventilation: Writer CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 803 803 System 1 A/C -1 Load Totals: 15,863 4,227 20,183 24,409 Check Figures Supply CFM: 918 CFM Per Square ft.: 0.936 Square ft. of Room Area: 980 Square ft. Per Ton: 482 Volume (ftp of Cond. Space: 8,820 System Loads Total Heating Required Including Ventilation Air. 15,863 Btuh 15.863 MBH Total Sensible Gain: 20,183 Btuh 83 % Total Latent Gain: 4,227 Btuh 17 % Total Cooling Required including Ventilation Air. 24,409 Btuh 2.03 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:1Program FilesUitelRhvacw\ProjectsXBERGER RESIDENCE.rhv Saturday, August 31, 2013,1:46 PM C:tProgram Files\Elke\Rhvacw\ProjectslBERGER RESIDENCE.rhv Saturday, August 31, 2013, 1:46 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, hm Berger Residence System 2 A/C -2 Summary Loads Component - Area Sen , Let Sen 77Total Description Quan Loss Gain ` Gain Gain 1A-cb-o: Glazing -Single pane, operable window, clear, 375.2 9,727 0 21,501 21,501 metal frame with break, ground reflectance = 0.23, u - value 1.08, SHGC 0.75 13A-3ocs: Wall -Block, board insulation only, R-3 board 947.8 3,798 0 3,372 3,372 insulation, open core, siding finish 16E-19: Roof/Ceiling-Under Attic with Insulation on Attic 1486 1,748 0 2,257 2,257 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Light Tile, Slate or Concrete, R-19 insulation 22A-pl-t Floor -Slab on grade, No edge insulation, no 147 3,489 0 0 0 insulation below floor, file covering, passive, light dry soil Subtotals for structure: 18,762 0 27,130 27,130 People: 2 400 500 900 Equipment: 0 1,200 1,200 Lighting: 200 682 682 Ductwork: 5,741 1,587 6,182 7,769 Infiltration: Winter CFM: 96, Summer CFM: 51 2,529 2,177 958 3,135 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 A/C -2 Load Totals: 27,032 4,164 36,652 40,816 Check Figures Supply CFM: 1,667 CFM Per Square ft.: 1.122 Square ft. of Room Area: 1,486 Square ft. Per Ton: 437 Volume (ft') of Cond. Space: 13,374 System loads Total Heating Required Including Ventilation Air. 27,032 Btuh 27.032 MBH Total Sensible Gain: 36,652 Btuh 90 % Total Latent Gain: 4,164 Btuh 10 % Total Cooling Required Including Ventilation Air. 40,816 Btuh 3.40 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:tProgram Files\Elke\Rhvacw\ProjectslBERGER RESIDENCE.rhv Saturday, August 31, 2013, 1:46 PM INC3 11111c,ar-d_�L A FRANK L. BERNARDO, P.E.. INC INNC]sVATIOpN �._� Project #: 13 -MAC -01-01 `Rr t S _ er Res. Contractor: Mark A. Campbell Architect N. 99th ' AUG 0 5 466 N"i Shor L �a V Subject: Wind Load Design Pressure Calculations (Components & Cladding 'Y Site Information Building Classification: Enclosed Wind Speed (V„ It): 175 mph Exposure Category: C Roof Type: Hip Roof Slope (0): 14.0 deg Mean Roof Height (h): 15.0 ft Min. Building Dimension (L): 41.0 ft Parapet �t 3 feet? No Level of Highest Opening Affecting Positive Internal Pressure (z Max): 15.0 ft General Calculation N _ar Elev,~z (ft} SIiN'tin) Zone Sfirtter ea (ft2) KZ;K-(n�. C?e5ures Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient(GCP,): ±0.18 Topographical Factor (K,): 1.0 Velocity Pressure Exposure Coefficient ( nK): 0.85 Velocity Pressure (qn): 56.57 psf End Zone (a): 4.1 ft 11 ASD Method: P = 0.6w NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised enginpw seal of ult mnv be converted to Vasd according to the followi 9 - 'd/It�l �� �65kRegory for the li ted Vult shall be verified pursua t S _ a d0 able 1.5-1, q d Figur s 26.5-1A, B, & C, r 2010 FBC 1620.2 by others. I " Results IT a field verified by others prior to use. Sel a i iii y' !gpi" n of products shal be approved usin these dimensions and pressures as vennea ay - ' 7�PT SUBJECT TO COMPLIANCE WITH ALL, FEDERAL Valid Only With Raised Engineer Frank L. Bennardo, P PE0046549 Cert Auth 9885 IT NuU- 11ii 1_9EtY tQQE # 10 , DEERFIELD BEACH, FL 33442 13 -MAC -01-01 PHONE: 954-354-0660 FAX: 954-354-0443 /OF kat WWW.ENGEXP.COM PAGE n, "Al 2 15 34.0 x 74.0 4 No 17.5 0.85 56.57 0.96 -1.06 +38.6/-42.0 B 15 37.0 x 51.0 4 No 13.1 0.85 56.57 0.98 -1.08 +39.3 /-42.7 C 15 37.0 x 26.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1 / -43.4 D 15 36.0 x 51.0 4 No 12.8 0.85 56.57 0.98 -1.08 +39.4/-42.8 E 15 50.0 x 63.0 4 No 21.9 0.85 56.57 0.94 -1.04 +38.0/-41.4 F 15 24.0 x 51.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 G 15 48.0 x 51.0 4 No 17.0 0.85 56.57 0.96 -1.06 +38.7 /-42.1 H 15 37.0 x 37.0 4 No, 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 J 15 20.0 x 36.0 5 No 10.0 0.85 56.57 1.00 -1.40 +40.1/-53.6 NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building Code. Results are not valid for use unless approved via original signature and raised enginpw seal of ult mnv be converted to Vasd according to the followi 9 - 'd/It�l �� �65kRegory for the li ted Vult shall be verified pursua t S _ a d0 able 1.5-1, q d Figur s 26.5-1A, B, & C, r 2010 FBC 1620.2 by others. I " Results IT a field verified by others prior to use. Sel a i iii y' !gpi" n of products shal be approved usin these dimensions and pressures as vennea ay - ' 7�PT SUBJECT TO COMPLIANCE WITH ALL, FEDERAL Valid Only With Raised Engineer Frank L. Bennardo, P PE0046549 Cert Auth 9885 IT NuU- 11ii 1_9EtY tQQE # 10 , DEERFIELD BEACH, FL 33442 13 -MAC -01-01 PHONE: 954-354-0660 FAX: 954-354-0443 /OF kat WWW.ENGEXP.COM PAGE C9y)6),0V't- MIAMFDADE MIAMI -DADS COUNTY, FLORIDA ' 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,m1aMidade. av_1e_ ®nomX Lawson Industries, Inc. 8501 NW 9WI, 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 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 `%a Portes° 8'4" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: 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 "F", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Renewal 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, model/ series, and following statement: "Miami --Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been flied 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 ser by the manufacturer or its distributors and shall be available for inspection at the job site at the requ of the Building Official. This NOA renews NOA No. 12-0127.23 and consists of this page n idence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime IA.Gaseon� . NOA No. 13-0328.11 boy; Expiration Date: June 05, 2018 Approval Date: June 06, 2013 Page 1 6 Lawson Industries, Ine. 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 Parte--Impact French Out Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27/13, 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 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic 'Wind Pressure Loading per FBC, TAS 20394 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, HETI-09-2645, HETI-09-2624 and BETI-09 2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No10-0128.04) 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 24113.2.1 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 HETI-04-1897, HETI-04-1896 A, HXTI-04-1896 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 under 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, . E. Product Control Section Supervisor NOA, No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowm m) 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 20194 S) 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-02-1726, HETI-02-17280 BETI- 02-1736, HE1I-02-1742, HETI-02-1763 and HETI 42-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NDA 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. 10-012 8.04) 2. Glazing complies with ASTM E130098104 D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 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. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Care" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and HAMA 101/ I.S.2-97, dated 01/25/12, signed and seated by Thomas J. Sotos, P. E. (Submided under previous NOA No. 12-0127.23) i Jaime D. Gascon, P Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June O5, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SuffluTTCD F. STATEMENTS (CoN rmp) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-112201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NDA 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, HETI49 2624 and HETI492646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0125.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-044897, HETI-041896A, HETI44-1896B, HETI44-1377, HETI42-T095, HETI42T090, HETI-02-1253, HETI42-1726, IiETI-02-1728, HETI 02-1736, HETI-02-17429 HETI-02-1763 and HETI42-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous NOA No. 05 -1116.06) G. OTHERS I. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 04/05/12 and expiring on 06/05/13. r Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-3 ANCHOR NOTES 1. SEE W%.E 1pN AT SHEET t 145 !/8' Max Urft WidthStdellte swl►,9 Pon* width Penes Width A BIW. OF MATERIALS !1104 0 0 aPASS'If REV.111 ITON RENA= I L-901 1.I1-098 1 FRAME HEAD 6063-T6 ALUMINUM 8 L-908 L11-097 I FRAME SILL 6063-T6 ALUM" 3 L-903 1.11-090 B FRAME JAMB 6063-T6 ALUMINUM 4 L-904 L11-096 S SIDELITE JAMB ADAPTER 6063 -TS ALUMINUM S L -M LII -090 0 x P*r*l PANEL TOP 6 BOTTOM RAIZ. 6063-16 ALUMINUM 6 L-907 LU -091 I x Parol HINGE STILE 6063-T6 ALUMINUM 7 L-905 1.11-094 1 x P00m1 LOCK STILE 8063-T6 ALUMINUM B L-909 1.5-098 e x Panel TIp A BOTTOM RAIL ADAPTER 6063 -TIT ALUM" 9 L-A! LII -OSS AS REDO. 1/4 ROUND ALLBL BEAD - 7/I6' 6061 -TS ALlR1lNIBM to L-9111 1.II-0117 AS REWO V4 ROUND ALUM. BEAD - 3/8' 6063-15 ALUMINUM It FB -684-e L-908 8 x Panel HINGE LEAF ASSEMBLY 6063-75 ALUMINUM t8 VWS-001 IF 91186 AS REDO. RAAb Vko Vts'p.-Toon Plastics, Fm- See Kater*A Composition at Sheet 13 PVS-INI r JAB REOD. VI". B TOP/80TT. RAILS Scht FS - 497•r. X Mo% 14 PVS-008 r AS REDO. VT". 8 FROM HEAD 6 JAMB &Ades* PB - .187Y. X .3309M IS L-910 1.II-089 e M Par44 STRIKER MOINTINO PLATE 6063 -TS ALUMINUM IB FD -619 FD -619-1 8 x Paint STRIXER PLATE 6063 -TS AWA10&Bt 17 FO -631 1.II-086 AS IEDO. G.A2Bu1 ADAPTER 6063-16 ALUMINUM 18 MC -001 SF -8808 8 x Panel DELTA FLUSH BOLT t8 Tiff+ 6 BOTTOM OF LOCK STILE) 19 1`11 -MI -8 -024AM 1 SET BOOR LOEX / DEAD MLT SET XWO= - Sort" 690T CONED RD F11 BEH -2 -0114 1 SET DDDR I= / DEAD BMT SET SCHLAGE $04"Film COMM el FD -Bet -2 HC -084/1128 1 SET DOOR LOCI(/ BEAD EMT SET DEFIANT - Series 631 cow 28 r. I FS -M AS REIAD: Frons InStaO. $orae -.Need 8/16'- TAPCON ( See Notes) e3 x FS -035 AS REO'D. From irAstaB. SArer- Janwsw 5/16- TAPcm (See Notes) 04 x FS -026 8 FRAME ASSEMBLY SCREW BUT X 3/4' PH. -PHI. 115 a FS-Ote AS REO -D. JAMB ADAPTER SCREW 810 X 3/4' PJL-PML e6 f0-634 1.11-171 AS REWD, 1/4 ROUND ALUM. BEAD - IVt6' 6063 -TS ALUMINUM e7 x FS -043 a fiLMMS ADAPT. ATTACH. SCREW M8 X 1 1/4' fK-PHI. e8 x FS -049 e/Panel DoWNe Rail AsseAbty Suer 3/8'x8 1/41 Max Scree 6 Nut e9 It ■ AS REND. NEUTRAL CURE SILICA E Sairme'Morehond SM -3731 311 ■ x AS REM NEUTRAL CURr. SILICONE Doe 899 . 31 x ■AS MM NEUTRAL. CURE SILICONE Trento 9.590 38 ■ ■AS REOHL L*rhmted Goes we F19, 3 Dupont - Sentry VASS Phm 33 ■ MAS REWL Laminated Gass Hee Pg. 5 Dupont - PVB 34 x ■ AS KWIL Lo,&*Ied (Rose we Pg. O SOFT" - PVB 33 w ILC -008 a&orml PANEL ASSY ALUM. PLATE 1 1I8'x 8'x we- t6o83-5 ALU,T 36 x HC -ODD 8/Poae1 Pan* Fu0 Lwpt Red 3/8'11a.-800 20. Plate, flangir Nut 37 M FS -OU 6 HINCE ATTACHMENT SCREW 910 X 3/4' PJM. I PHL 38 ■ FS -844 IS SIDELITE ATTACHMENT SCREW 010 X 1' PWPMOL. - 07. OC 11ax4 39 NC -006 SEPPOSORM, 8/Jomb 1/8' Mo. Hole PI - Nylon 6-6 MICROPLASTICS - R*6mlt N-79 40 AIC -007 WPM 84 8/Pan* 7/11' Db. Rote 6-6 MICROPLASTICS - Rockevu M-79 41 IN HC -WO VULT FLUSH BOLT 6'01 PDA - Nylon 6-6 SUCOPLASTIS Inc. Rockwell 11-79 48 L-913 L11-086 AS REO% V2.RMW FALSE ALUM. MUNTIN 6083-T5 ALUMINA 43 ■ M AS REW& DTT FALSE APPLIED NUNTIN 1811' X J122' III OCX ALUM" 44 L-915 FD -623 AS REVIL FRAME HEAD SMEAR PLATE 6063 -TS ALUMINUM - 4- t" 45 L-916 WI -117 AS RED% FRAME LOW SILL - IIPTIOMAL 6063 -TO ALUMINUM 46 FD -63S ILC -OIC I TVO-POINT FLUSHSOLT LOCK OPTIONAL. t FOR ♦/- 760 psf ip 47 FD -626 KII-606-1 e/ParAel FLUSH BOLT DUDE ALUM, ANSLE t II2'x 1 V2'x V8' Alun 6063-T5 48 FD -687 FO -687-1 B/Parml B-P*+t Lack Salt Wde ANGLE 3'x 31x 1 t/8'■ VW Alva 6063 -TS 49 ■ x AS R£OHT. Jotat Sealant- White Catered 'Purvk Cm. Super Saw 59 FD -638 HC- 1 SET LOCK ACTIVE HANDLE A TRIMSET ASHLAND BV82WA-A 51 FO -637 MC- 1 SET T7 -POUT I= ACTIVE ASHLAND BWS110-STACTS Be FO -640 HC- 1 SET LUCK PASSIVE HANDLE 6 TRIMSET ASHLAND MAMA -P 113 FO -639 IC- I SET MULTI -POINT LACK PASSIVE AS4LAND r45110-STPAS4 S4 FO -641 n- e x Penes WAV -Point Lock Salt &Ado NYLON 6-6 Roetmea M seaw i9 58 w FS- 4/Guide Bott Wdir Attadvisn% Fastener 66 x 1/e' PJVPiR- 56 FD -64e HC- 1 x Lock Lock T Mount Adapter NYLON ADAPTER BY FO -643 MC- 1 x Lock Lock Botta! IUunt Adapter NYLON ADAPTER ANCHOR NOTES 1. SEE W%.E 1pN AT SHEET t 145 !/8' Max Urft WidthStdellte swl►,9 Pon* width Penes Width A C 33 13/16' Flax. > A (.35 3/16' max? B' b N J A TE BOLT N AT / \ Mom DLU Vld D S D i 00 2. Active Inactive HP dead- : Sidelite ' %%/ Sid ite H \ ----- - ___1_ _ ...._- _ - ------T-17- - _- N7 5 °'O. 4 OF S. tot sldetite) 4 12 314• 4tpo 14 IIB' 4 y O.C. MAX •SPACUXt AND TKM 0wx, 2. SEE SHEET 4 OF 6 FOR INSTALLATION AC Ve poarAeO h dcw p°arMTO FASTENE3. ANCHOR SPACING ® FRAME HED & SILL "OXXO" EXTERIOR ELEVATION QUALIFIRS SINOLB & MULTIPLE PANELS (ITER BLEVATIONS). QUALIPIBS UNITS WITH AND 11THOUT SIDELTES MAX FRAME SIZE 146 1/8-w. B 0 3/4 -IL. OXXO ERT It HIT PAW COLONIAL MUNTIN APPLIED IF/51LICONS. QUAID= NNW OB DOUBLE BOTTOM RAILS MAX. DAYLITB OPBNLNG WIDTH a W MAR, DAYLITS OPBNLNO HBIOHT a 68 1/0* SM ELEVATION AT SHEET loth POR MAB. ANCHOR SPACING ALL DIMENSIONS SPEMED ABB IN INCRES N6 HURRICANE BHUT1mt8 ARB RodUIRRO N 1). THIS PRODUCT IS D£SLONED AS PER 2010 FLORIDA BUILDING CODE. 2). OIASS MEETS REQUIREMENTS OF ASTM-E130D AS PER CHAPTER 24 OF THE FBC 2010 COOS. 3). WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BULDINO OFFICIAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON ORAWINO DETAILS. ANCHOR EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL ORESSINO OR SWOOD. 3). SEE NOTES 0 SHF3:T 4 OF 6 FOR NTALATKIN FASTENERS TYPE. 6). ANCHORING OR LOAI NO CONDITIONS NOT SHOWN U4 THESE DETAILS ARE NOT PART OF THIS APPROVAL LIMITATIONS: PROU11CyIt FbrI06 1). MAX. OP - &86 PSF W/ (4) Bud=* Bolts & 010" TyPes A, S. C & O. (BEE LOCATWN DETAILS ® BHEET 3 OF 5) AstppEeoeet4o O• t 2). MAX OP - &76 PSF W/ 2-PaN Lock (0ctW0)+ (2) Sarfmx B01ts al Inacove. 3). MAX OP - 176 PSF W/ Flat SBI & must be need whore water Infotrotkrn IS, Aot mWIred or opering Is Watected by Ova" ratio greater than are. INAL BNBINBER 4). MAX OP - 11111 PSI' W/ MBRI-POtrd tuck (1-aaGve>+(1-poesive) at 1111dave f; � i.'•r;`..`viAa<8 to aomyly r/ FBm06 -11/01/0L Il Ol O6L ®�, q J 8501 NW SOtb St. •.,U' to ownly w/ F 7 & aidad MEDLEY. FLORIDA 33168 5Fi2 'i +^ Glass 01~0 (35) 88-8680 MlldLaok0t 81/Il MANUFAOINRSR OF 00411!7'1' ALUMINUM MIBQON'S AND CUSS ODORS Reeked to comply r/ PAID PBC D- Mme jri emu, IHMed CrMVeeix BaMe/rredea lrwtt B1■ea LCe XOA APP601rAL LYPACT FBUX T-- L OF 6 �'� 4 ` R ""d D" &=a X. °"oL Il "La Porte" Impact" French Out -Swing Door ' :, ° fie" sem ser Nateon 8raao pi 80 18 1 S' .7 (L✓J a9 r 1 S• 7 FO -2003 UD Mr Res Wt WMM 35 33A1B now.l ldO1 73 W%- Res tx t %IkM E -35S.1 A mated /E8/1 man -pow Lack 01/87/11 A D i/�'!•/ I I"' I I Rad. DSL 10 C 4f!� amw ala aw Nelson It -01 18 — ,�✓ 11.11A AD �e I 3 5 1g60 11 34161 176.0 D I 5 x86,0 17 3n6• !764 .760 A UY� � 3 x860 E3 3/16• .764 1764 Ittaeuve / of S 1860 29 34161 x76.0 176.0 C� ,r� 'I S s660 31 3116• 3764 *760 ( I 8 x86,0 39 3416• 1760 1760 061pY0 M RAIL® u1TWOWJ - AT a6"OXXO" ELEVATIOANCHORN 1. SEE ELEVATION AT SHEET 1 OF 8 �p A ANCHOR O.C. MAX. 8PACM ANO LOCATNINS. 2. MT 4 OF 8 FOR INSTALLATMN J 74 1/8.• Rpt Wt %Wth 3e SIW eo■ Wdt Width Lr sla"u�e T r33 416' A 1 73 W%- Res tx t %IkM E -35S.1 A mated /E8/1 man -pow Lack 01/87/11 Rewe WIdlWI C 10 I D / I amw ala aw Nelson It -01 18 — . 11.11A NBIOaT . W 1/4' M 1141 82 1/4• 28 114' 30 1/4' 34 114• x 5 1g60 11 34161 176.0 1 .76.0 1 p 5 x86,0 17 3n6• !764 .760 A UY� � 3 x860 E3 3/16• .764 1764 Ittaeuve / of S 1860 29 34161 x76.0 176.0 C� ,r� 'I S s660 31 3116• 3764 *760 ( I 8 x86,0 39 3416• 1760 1760 061pY0 10 1/4• 1b i/4• e8 144• ea 1/4' 30 114• 34 1/4• a 6 >1 I x764 1760 1764 b 1880 t7 3/l6• T64 x76,0 1 8 6 196.0 23 34161 .760 1760 1760 6 x860 89 3116• •7BA 76.0 x76,0 u1TWOWJ - AT a6"OXXO" ELEVATIOANCHORN 1. SEE ELEVATION AT SHEET 1 OF 8 �p A ANCHOR O.C. MAX. 8PACM ANO LOCATNINS. 2. MT 4 OF 8 FOR INSTALLATMN J 74 1/8.• Rpt Wt %Wth 3e SIW eo■ Wdt Width Lr sla"u�e T r33 416' A 1 143 118' Rot UNt WIdM MMM Sldelitfl AT BNCWT pSmRw r33 L1/l6� A f 3S 3%1r nn mated /E8/1 man -pow Lack 01/87/11 Rewe WIdlWI C 10 I D / I amw ala aw Nelson It -01 18 — . 11.11A NBIOaT . W 1/4' M 1141 82 1/4• 28 114' 30 1/4' 34 114• x 5 1g60 11 34161 176.0 1 .76.0 1 176,0 5 x86,0 17 3n6• !764 .760 Nat WW1 3 x860 E3 3/16• .764 1764 �hg qg$ S 1860 29 34161 x76.0 176.0 C� ,r� 'I S s660 31 3116• 3764 *760 B I I 8 x86,0 39 3416• 1760 1760 061pY0 10 1/4• 1b i/4• e8 144• ea 1/4' 30 114• 34 1/4• rig 6 IOU U 3/16• x764 1760 1764 b 1880 t7 3/l6• T64 x76,0 1 8 6 196.0 23 34161 .760 1760 1760 6 x860 89 3116• •7BA 76.0 x76,0 6 1860 31 3/16•;U x760 x764 6 1064 39 WIG - u1TWOWJ - AT a6"OXXO" ELEVATIOANCHORN 1. SEE ELEVATION AT SHEET 1 OF 8 �p A ANCHOR O.C. MAX. 8PACM ANO LOCATNINS. 2. MT 4 OF 8 FOR INSTALLATMN J 74 1/8.• Rpt Wt %Wth 3e SIW eo■ Wdt Width Lr sla"u�e T r33 416' A 1 39 stir max E I "OX" ELEVATION U ELEVATION VIP 0" ELEVATION APPROVED CONFIGURATION A�i p,� p?�ppp� 1 YIEWEO FARW'6 6 Eft10R REPRESENTATION 2. FALSE � CCOLONIIAyLgpMUARE UNNTINSS ARE APPLIED W/ SILICONE TIDNAL a SR OOtIBLE BDTIOM IRWISTHH SSUME BDTTOM RIB. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODMRSINEWILD cmaA1 v�$1tBe81add6 —�=Ncli3-O X881 SUM to b5225 •'v "MPW7 & a dded * mated /E8/1 man -pow Lack 01/87/11 Rewe WIdlWI C rE OF .'v° em aer. W: Net.on Bravo 0 !t I D / I amw ala aw Nelson It -01 18 — . 11.11A NBIOaT . W 1/4' M 1141 82 1/4• 28 114' 30 1/4' 34 114• 77• RtSi 5 1g60 11 34161 176.0 1 .76.0 1 176,0 5 x86,0 17 3n6• !764 .760 �ZL 3 x860 E3 3/16• .764 1764 1760 S 1860 29 34161 x76.0 176.0 E S s660 31 3116• 3764 *760 B I I 39 stir max E I "OX" ELEVATION U ELEVATION VIP 0" ELEVATION APPROVED CONFIGURATION A�i p,� p?�ppp� 1 YIEWEO FARW'6 6 Eft10R REPRESENTATION 2. FALSE � CCOLONIIAyLgpMUARE UNNTINSS ARE APPLIED W/ SILICONE TIDNAL a SR OOtIBLE BDTIOM IRWISTHH SSUME BDTTOM RIB. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. PRODMRSINEWILD cmaA1 v�$1tBe81add6 —�=Ncli3-O X881 SUM to b5225 •'v "MPW7 & a dded * mated /E8/1 man -pow Lack 01/87/11 ed to WM* a/ gale PBE NUMM OP /JAYS rE OF .'v° em aer. W: Net.on Bravo 0 !t €s i?4 ���ew L_7iFY,KTL amw ala aw Nelson It -01 18 — . 11.11A "LRPorte" WAWWW= OD48t11NO DOOR - ONION LOAD CHART P AMM NUMM OP /JAYS DP OLAM 4/-08P) PAN10.DP vM • pop 01 0lA88 +/-W"s" 6LAB8 +/-tpan'O wm • NBIOaT . W 1/4' M 1141 82 1/4• 28 114' 30 1/4' 34 114• 77• RtSi 5 1g60 11 34161 176.0 1 .76.0 1 176,0 5 x86,0 17 3n6• !764 .760 1760 3 x860 E3 3/16• .764 1764 1760 S 1860 29 34161 x76.0 176.0 !760 S s660 31 3116• 3764 *760 *760 8 x86,0 39 3416• 1760 1760 x76,0 10 1/4• 1b i/4• e8 144• ea 1/4' 30 114• 34 1/4• 93' M6) 6 IOU U 3/16• x764 1760 1764 b 1880 t7 3/l6• T64 x76,0 1 ±7&0 6 196.0 23 34161 .760 1760 1760 6 x860 89 3116• •7BA 76.0 x76,0 6 1860 31 3/16•;U x760 x764 6 1064 39 WIG - AT FR411E JAAM8501 NW 90th •••••••••� ••••• L S ON V MEDLEY, SDA 1 1! Y P33188 -8880 MARDPAC7W8e8 OP QUALM ALDMRROM WM MB AND CUSS DOM i0/t APPROVAL Pa l Cksn Pmd FM= OAR 7 Or "La Porte" Impact" French Out -Swing Door tfaleel etyma" Ra�+n FO -2003 a artas ANeh FOR SPACING) — 6 x tP.T,f WOOD BUCK x-1/4• MAX " TTP. 1118' U11NED6E DI TTYP ` DLO width 4^4 PWTBI width I TVP EMS; 11 �. No 0 INTERIOR 1 Active Inactive inactive Active M28RdeR O08 Iractivemamm , 18 18 on r �EXn3l= SUIS (3 L_J L_J !ACK BTILESWITH PLUSH BLT LOCK STILES WITH TWO-POINT LOCK k PLUSH BOLT EXTERIOR INTERIOR SIDE zz a ---_T S"2. SRI heloht M �p &AE NOTES 3FLOV FOR SPACING 01MONAL -DOURER BOTTOTd RAI. DETAIL 9116• T1At�PgN Wy, INTERIOR SIDE ai: J6G SEL &R, SPACING) LOCK STILE is w 20 21 18 16 JAMB u'tHre2 �StaaDce 17 R38 ®I \;/ EXTERIOR SIDE UNIT1UIDTH O 1 Two-POINT MULTI -POINT MNf. OP - *76 PSF NAY OP - *88 PSF OPTION" LOCK DET II C K AX NINA BED � I. SEE ELEVATION AT MEET 1 OF 6 FOR NO LOCATIONS. 2F&M l *.65FOR INSTALLATION �-ea r Active Inactive Ne tfc Data / OPTIONAL eOLT ®TBP RA)L Active Inactive °R am a1TR00as'>DDa S 16 aV 12 11 ill + () OPTIONAL SILL 9° � t"1 � OPTIONAL BOLT 0 8017OU RAIL SAW TyA�PNC�p1,�v/91. TYP�� SEE DETAIL E3 FOR KMINTM LOCATION > ]tOTES'Zb FOR SPACM UMH BOLT AQ< (0) FLAT RILL NOTE 23 TWO-POINT U=.UUfPATi0N8i DOORS 6 SIBELIUS WITH THIS SILL TD BE 114• NAY FRAME HEIGHT. MAX. OP = : PTF (4) THIS TYPE OF SILL IS UNITED TO V- 764 Ps? DEStaN LOAD AND SWClass Surface Bolts es k Qbee Typal A. R. & C. MUST 8E USED WHERE WATER INFILTRATIM IS NW REMMD OR THE 2). MAIL DP = *76 PSF W/ 2 -Pots! I EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF Look (coOvo)t(2) Surface Betio O IraotIveI WHERE •� DOORT IS LOCATED.ER THU ON TO THE Idip1T OF THE WALL o Noteal S601 NW 60th SL L -11 S O to sompaP r PBC8004 -1WWI to comply r/ PHC80D7 &added 0 MEDLhY. FLOWOA 33158 a ate" 01/68/10 3V Ts I c. (30S) 668-8660 NOR -Palet Look 01/87/11 comply r/ 8010 FOC pA1TOfdCFlIRIiR OP QOAL/79' A6eY177T1Y MlNbe1F8 AND OG59 MAS era. Etas+ trot soar Ova algae esxWYWw tam sans NOA APPABYAL ctPAeT 3 OFI) P Nelson Ewan01 11 "La Porte" Impact" French Out—Swing Door Nelson Pseso 10,0411"20718 swa ..Le s'1a"w0a a'mwMr omrom s +a FD -2003 Awwon caw 'P' I"' ✓' MINIEMBE TYP HEAD q)C IU o. o T 11 O 12 u4, F. MAX 1 O Q GO L®jG2 2 UNIT VVIIDTN MINIEMRE UNITTWIDTN EXTERIOR SlFPER10R SIDE (TYPJ 3 EIiTERIOR SIDE 50 91 INT6810R may �i r xm cera mn. 151/8' NI CG$A FOR NBW, 0• MRt 11t�Sp*° TIM(A►�PPpC1E3NW N(gg� (, 1( STILE 3 i .. Td?;. .,rn••"18EE NOTES SPACMm EWi DIST .SEE NOTES FU! 01YACOG6 19 20 21 4 MULLION INTERIOR 810$ Active 7 •' T� FBADUCTR13N1tWBD VRo�D°Ru?'K t IV a :. r•� n.a*!'d.l ' 1 <P&1CK 3 7 6 'asoemplF6�wiffidroPTodds r• tr.-e . "'":. f;, 12 BatWiaB Me 13.032 24/g ' Act" swate 1 • ALL TAPCON LENOTRR °I." BPIMMD ARE MINIMUMS 1�t7BRto8 1014* EYP. ( SES RWATWN AT SHEET 1 of 0 FOS t/4�+ MA1tMAX SHIN TYP. 's oade W8 5 L 12 MAX. SPAOINO AND IACATIONG ) HEAD © Ty T (�A►NCHOR �� 9/// ® �T 8501 NW 00th 51. 9 o Revised to oos.plp v/ FBC8007 & added .6226 �: 1 �' J 2 305 6s6-8880 • 1 44 B O • 12 .. dpy XGA APVAOVAt IaPACT FR6NCM t oT 8 =0= G3 3 12 "La Porte" Impact" French Out—Swing boor A 1 a Nelson am%* I 01=2 14 XNSMLATION F. $& N Rs NOTE: *4"-, MVM.n e+aoB a Cuml.n F0�2003 Awebn tap@ � 38 "1X BUCK' MUMLQ1 REOL9RE0 FI�tTCNsB�t7aLy 5 AAtttacitnent Serer < B Scram a ouch stile of Janos, - U! totnt i Y1 EI(fERIOR MEAD: S/18• X SRL• 5/18 3 1/2• Long T •) 18 per stde0te INTERIOR SRNs• BIDE INTERIOR BIDE x 0A&.5/18" X 2 1/4" Long TAPCON(• 2 3/4' Long TAPCON(•) t a0 S 50 81 MULLM' 5/18' X 2 1/4• Long TAPCON(+) 2 53 (•) TAP= 8Y 'Rtce" OR m SX' 0 LOCK ETRE "7X mx° sow REO neon F STEM IFNNGN 1, EXTERIOR OWE a 58 57 Active T 7 MEAD: 5/18' x ALL 5 18' x 3• Long TAPCON(•) 2 11 ung TAPCQN(•) R [{ 4 Inactive 3�8/Iex x z i/a• �imgl TAPCOM( (') QiMIOR SIDE p$ 1•) TAPCON SY "mn++ oR 'eLtU+�+• 1 ( m xn at ' U__L I"' ✓' MINIEMBE TYP HEAD q)C IU o. o T 11 O 12 u4, F. MAX 1 O Q GO L®jG2 2 UNIT VVIIDTN MINIEMRE UNITTWIDTN EXTERIOR SlFPER10R SIDE (TYPJ 3 EIiTERIOR SIDE 50 91 INT6810R may �i r xm cera mn. 151/8' NI CG$A FOR NBW, 0• MRt 11t�Sp*° TIM(A►�PPpC1E3NW N(gg� (, 1( STILE 3 i .. Td?;. .,rn••"18EE NOTES SPACMm EWi DIST .SEE NOTES FU! 01YACOG6 19 20 21 4 MULLION INTERIOR 810$ Active 7 •' T� FBADUCTR13N1tWBD VRo�D°Ru?'K t IV a :. r•� n.a*!'d.l ' 1 <P&1CK 3 7 6 'asoemplF6�wiffidroPTodds r• tr.-e . "'":. f;, 12 BatWiaB Me 13.032 24/g ' Act" swate Q2 \i� -�- B 1 3 ,5 t� G SILL` f "TM 0.'t SILL t+•�.°b°` .i•fP•Y..fi}:;+' l+.:.'k,• .i•'yi':+%P•a:'++: + r i. t , . " i : `• ri " ' 1 �' PUN EMBED'9' ; .:. •. �t••' �..,NIEMBED TYP TYP S/IB" T�NNWENggW��, IsrWSTAWDL 181TES FOR SPACIND E2 t2 1 • ALL TAPCON LENOTRR °I." BPIMMD ARE MINIMUMS 1�t7BRto8 1014* EYP. ( SES RWATWN AT SHEET 1 of 0 FOS t/4�+ MA1tMAX SHIN TYP. 's oade W8 5 L 12 MAX. SPAOINO AND IACATIONG ) HEAD NvamFi9 e/ PSW04 -11 01 0 Ty T (�A►NCHOR �� 9/// ® �T 8501 NW 00th 51. 9 o Revised to oos.plp v/ FBC8007 & added .6226 �: ®® 9 j.,.� j C MEDLEY, FLORIDA 33166 2 305 6s6-8880 13 44 B O • 12 .. dpy XGA APVAOVAt IaPACT FR6NCM t oT 8 =0= G3 3 12 "La Porte" Impact" French Out—Swing boor A 1 a Nelson am%* I 01=2 14 XNSMLATION F. $& N Rs NOTE: *4"-, MVM.n e+aoB a Cuml.n F0�2003 Awebn tap@ � 38 "1X BUCK' MUMLQ1 REOL9RE0 FI�tTCNsB�t7aLy 5 AAtttacitnent Serer < B Scram a ouch stile of Janos, - U! totnt i Y1 EI(fERIOR MEAD: S/18• X SRL• 5/18 3 1/2• Long T •) 18 per stde0te INTERIOR SRNs• BIDE INTERIOR BIDE x 0A&.5/18" X 2 1/4" Long TAPCON(• 2 3/4' Long TAPCON(•) a0 S 50 81 MULLM' 5/18' X 2 1/4• Long TAPCON(+) 2 53 (•) TAP= 8Y 'Rtce" OR m SX' 0 LOCK ETRE "7X mx° sow REO neon F STEM IFNNGN EXTERIOR OWE a 58 57 Active T 7 MEAD: 5/18' x ALL 5 18' x 3• Long TAPCON(•) 2 11 ung TAPCQN(•) R [{ 4 Inactive 3�8/Iex x z i/a• �imgl TAPCOM( (') QiMIOR SIDE p$ 1•) TAPCON SY "mn++ oR 'eLtU+�+• 1 ( m xn at ' U__L NOiM AId. RAS'PBNRRB W/�/a" MIN, 17 AND (/4+ MAY 9HIM SPACE. Q2 \i� -�- B 1 3 ,5 t� G SILL` f "TM 0.'t SILL t+•�.°b°` .i•fP•Y..fi}:;+' l+.:.'k,• .i•'yi':+%P•a:'++: + r i. t , . " i : `• ri " ' 1 �' PUN EMBED'9' ; .:. •. �t••' �..,NIEMBED TYP TYP S/IB" T�NNWENggW��, IsrWSTAWDL 181TES FOR SPACIND E2 t2 • ALL TAPCON LENOTRR °I." BPIMMD ARE MINIMUMS SGM Lt EXTESIOR SIDE ( SES RWATWN AT SHEET 1 of 0 FOS 's MAX. SPAOINO AND IACATIONG ) E[YS�•.Osy'°rsr NvamFi9 e/ PSW04 -11 01 0 Ty T (�A►NCHOR �� 9/// ® �T 8501 NW 00th 51. 9 o Revised to oos.plp v/ FBC8007 & added .6226 �: ®® 9 j.,.� j C MEDLEY, FLORIDA 33166 * I fated ohm 01/ge/l0 305 6s6-8880 : d Malt -Point look 01/07/11 3 •' LC to aompiy r/ 11010 FRC NANOFAL7TiEBR OF 4D�7 AUWWM 11=10 AND WASE MRS TE OF dpy XGA APVAOVAt IaPACT FR6NCM t oT 8 =0= sc,? ,e'•"4'°' Nelson 0 11 "La Porte" Impact" French Out—Swing boor Nelson am%* I 01=2 Ltl btata R t.0. *4"-, MVM.n e+aoB a Cuml.n F0�2003 Awebn tap@ � •"•• "- SHURC ARAMW m'wa 64D1K arm to W Iowa .32 In AM . V elvnla. INTERIOR SIDE Baa r PROM t©O�leeiDg Adapter � jOkalnB DeVth VDATC4afA1P "a UP y, C! C/ CY I:01111t1n -e...7 ` B 1 Y ` Laminated Claes J' , by Dupont or Belutla moa A '8• or SIDZUTE/JAMB ATTA aCHMENT DETAIL CM T vi e FRAME ASSEMBLY DETAIL DLaslwt TTPE a Dcscalatl 1 4 Round ��eA? EXPSRMOR SIDE 9 1 4 GLAZING DETAIL 91 SILL SEALANT DERAIL Nma seam m to aenao SPmAt m sea. • � °iiatte . Deal XURN LWT 400 SjC METAL STDG ffiREVB BEE NOTES FIR SPAC@t6! ....�{... ' 1 EDGE OST. 11 ALN a Wr aro . S/P Pxwau. a.,. NOE ATTACHMENT MAUS • Ata4a'ep 6 / t UrT KIM On LTu•,td moa f SME 10"CH . tCKWffsm w WAM "�"- PANEL ASSEMBLY DETAIL 4cass w Levee II4• RAIL SHIN TYP. MW STPaCTI*C M 801M MM NOTES FOR SPACING! GA Min EMST. <Py DGE a 36 KW HN3 {� W16* TAPWM V/ l 4• CDN EM -DIST HtsEFLA I TV I �4 MCMC 7D BE 3 KSl MN.1 i/4• MAX. SHIN TV. Lim Al"TUN PETALS HAY AMY 1/41 MAX. SHIM TYP, TAPCON W FCR SPAcm61 V4' MAX. " TYP. 03) To wm FgA1fE HEAR, FRAME INSTALLATION OPTIONAL DETAILS OTYP.1 RaMOR Qolaame Adopter B/18• Laminated Chun C OPEC TAm.0 V/ OLAZD40 TYPE a OCSCRrorpDA ' p1I/�4'�plmgaau�lat� ��� t/H0�'A4Aemp. Olga Owo Saab"l vSpc�si•°I�- etnX OLealn8 Bead EXTERIOR GLAZING DETAIL #2 A dlor Ha Glass Tom 't - MOO MIMPRION -GLAZING TYPL DESCRIPMONQ eam OatC .488 ml k - 0 HBN DBSCSIPflON DStAtL I 3116• Annvaletl tea, 8 .090. OuPeM SDP IMalloyet .34 3 3/l6• Nvlae4tl �. 178M 1 e 3 a1 - a ITBIO VMlCMV4= D1TAH. I !/8• Anneslsd _ 8 .087 OuPWl4 PVD Inter 3 1/8• Arerealetl _ exp. A dlor Ha Glass Tom 't - MOO MIMPRION eam OatC I 1/D• Heat -W ned wase a sw FARM PVB 1 3 WB• Hoot -8 Wrmai Maes *""f% " 195 arm Ap 7 j " -GLAZING TYPE & DESCRIPTIONQ + .34 0 A Laminated Glass by So UU&- mea _� N'81i 1 a 3 DB�BORION 1/6• Heat-St-nBtlmaetl wase ar Soft" PVP Iht"ta 1/a• Heat -S Wnetl.Moss IL ® LP 4 WV a�IAATEO Ail SPACE tea, s 1/8• TEMPERED GUM yy Y .34 */A Laminated Ohm bySalm a - mai Too 178M 1 e 3 OIIBClfP= 1/D• Heol-str•enithenetl wase aw D.Pmt SOP lAr Hest-StmMtherad aloes DEXHL A/e Fen— 4 1/4• INSULATED AOI SPACE S 1/0' TDWMD CLASS *""f% " 195 arm Ap 7 j " + _� 4 yy Y mOplyjpggt181PtoSlda SLc iNX.atFAIS ��/}m� t( s%O/8 11 HINGE ASSEMBLY DETAIL OWN gpp_�g-g .,, �Slr•• ��/�j Revision Note=comply ,LI® 8501 OftN B011l SL Rovlead b Comply r FHC80D4 -11 l tO w d to comply r/ BMW k "*A L 1 P' 7 L� 1 0 MEDLEY. FLORIDA Qbm' y 4 insulated Chun 01/88/10 ,14. 33188 (305) 898-8880 Nutt-Pohtt Look 01/87/11 NANOPACTUM OP ODASIPF AWMINOY WWOSSP AND OLADS D00ND7 Dane Ora Ntst awrr APPsovAt "La Plod F•Ira"le arrar/1S.drb lrw eN4w avACT TTeDN N oo� a o7 e • S tSR .f eu a► Revised to tamely r/ 8010 FSC cc �,.` Nelson eraso a 87 11 I Porte" Impact" French Out—Swing Door Nelson craze 01 18 ......L�6et� FO -2003 Rh4rtan t>ns ,l S7EE CB01 T STEEL �I T �® -� , "6 —'� �r47 � �-- --� '--- 4 so0 - � 978 468 T .460 jI�' ®GUIDE Z.8 i 1—� 17� 1.7W f:74 1 u A65 Q fzs9 -I •-1 .Sae k- ( .1.7 •6e7 ! g R g ® PLUSH BOLT AND TWO-POINT LOCK 49 QUARTER ROUND Bye ADAPTER 28 (11/IB") BEAD PANEL HINGE STILE O PRAM HEAD OPD -684 � @ -9D7 �.! BL -901 „ b m m ANGLE GUIDE BFD-827-i BL L81E � 1 .119 .730 .7186 �"'� 4.187 1 1 �� 'jl� 9i 9 g� 0 9 l g� (r •184 i�_ f �1 498 1250 1� 8431 � �� •� I 1 iDO 464 464 - pA00 11 HINGE LEAF 10 QUARTER/BEAD 1.790 470 g '{ A-908 BL -e18 � � FLUSH BOLT 47 �rA7D SAs �- 4 ---� T OPANEL LOCK STILE Q FRAME SILL 656 BL -908 BL -002 �aCPTVf tIqD,T� �} L019ttHNd;SI6 ANGLE GUIDE OFD -625-1 G AM —r I b08 � � 175 � � L750 � .� 1812 -� QUARTER ROUND ' 466 463 O(/ am i I250 BL478 -911 n ..$ L"5—+r0.1 .obs �. 8', HALF Ro11riD _, 4400 8300 OFALSS NuNTIN @RAR, ADAPTER 478 Cr 9O Sl °O 82 � ! 1/E' -��-►�e' BL -919 "OL -909 u 4 JANE ADAP PFx2 Asa :tffD rk-ft1AadtF �M, M *_WW 4388 SDHMidTB PANEL. ALUMINUM NUN PLATE IL720ga F faacClr7 pwdNaT40tL7 4812 q rL -I Jab AMIlhcmaderNmdmtn A BHC -092 IOsoo 73 D22M0NO. sRdbftdw IA! 0.7Lt PANEL TGF k Don 00 �6 �0 � © BOTTOM RAH. °'0U P HANDLE T a% FRAME JAMB Meauue�waE>Da�mtm,M 76100 D 9L-� O �L_� ® FRAME HEAD SHEAR PLATE '2 F Wt0W C Ne. 7227 I0 MMCAL • AMINO. 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 2688 $! � � A , IOa[o '34 D N 8, SBB SWATION AT SHEET i OF 8 FOR � � Tbedla3owg�h P81 1640 Dot ANCHOR O.C. MAX. SPACING AND LOCATIONS s f 1m.PSI 7�0 44EID iD6�Ptakla LOW BILL 46 ®FRAME aidt"CodoAccepts No 7- ®j1g 6 RO THQUAR J. Bum '��/� REFER TO DETAIL 'B3' AT SHEET D 3 of 6 7=11=7 •' FOR ADDITIONAL NOTES AND LIMITATIONS. •3 ; r v sF �G' ''; vlaea to oom w mom -11 01 oa �/� j ('�j +.•• Py, LA I/// 8801 NPt 901h St. �S�.JJJJ1111����11�1111 ON 3SITE8E•1 ITL9@.T Revised to comply e/ PDC20D7 At added A® 99 7 J ME0DLEYF-Wa. Insulated Man 01/22/10 (3S)898G3$199 :A .r ,^'• '. STAI"511 aTEEl ➢al.T m to enc 0.6 an 0,1- 7" aF 1 1 1 1 n' Ashland Nutt -Point Leak 01/87/11 IAIeroPaOMMM 0P QdA W AWMMM IAAro4P8 An am Dow :1$ � Devk+ed to amply W/ solo PSC wmo amn eras nea a upw7n eM"peaQ�a n— sang Optional Multi—Point Locks OPTIONAL.LOCK L� �0 Pat Pne7zr� LB INACTIVE -PANEL OFLUSH BOLT -001 _ Anargvu WAWTex OooR a m 6 fl•e CJF :<y- � :�, �" Nelson Bram 0 27 a "La Porte" Impact" French Out—Swing Door '��^'a'+` Active ASHLAND W3110-STACTS Lek ASHLAND WMID-STPAS4 �(,•H �{C_060 78.0 Pat DP) BHC .`. Nelson 8T•seo 1,0172-0712 8.0- • 1M%t a��3 HANDLE 6 TRIMSET ASHLAND ava201A-A HANDLE 6 TRIHSET ASHLAND aW5M-P DATE mts. FO -2003 'a'°t°-P• �M®MIAMI -RADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF PERMnTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sfte% Room 208 AFFAIRS (PERA) Miami, Flodda 33175-2474 BOARD AND CODE ADMI 4M RATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww%miamiaadr gQy(g� Lawson Industries, Lm 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 PERA - Produet 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. PERA 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 Cale, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SII: -7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, tided "Series -7700 Single Hung Flange Frame Impact Window", sheets l through 5 of 5, dated 05/27109 with revision A dated 01/20/12, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the u the manufacturer or its distributors and shall be available for inspection at the job site at of the Building Official. This NOA revises NOA # 11-0705.09 and consists of page 1 v' once pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was revieweAbv Man erez. NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 31�� gage 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A.. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, 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 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2530A and BETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (SubmWed under previous NDA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung . window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2003 C. BETI-08-2004 A, HETI--08-2060 A, BETI-08--2060 B, HETI-08-2061 A, HETI-08-2061 % HETI-08-2062 A, BETI-08-2062 B, HETI-08-2063A, HETI-08-206311, HETI-08-2064A and HETI-08-206411, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under pre om NOA No. 0"25.17) 3. Test reports on: l) 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 20394 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marke"p drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, allsigned and sealed by Luis Antonio Figueredo, P. E. (SubmNed under prreviorrs NOA No. ©6-04066.08) Manuel ppirel4P.E. Product Control ner NOA No. 1 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1.. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry*Glas* Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no fmancial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No ll -0705.49) 3. Laboratory compliance letter for Test Reports No. HETI-09-2530 A and HETI-09- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submilled under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. BETI-08-2003 C, HETI-08- 2004 A, HETI-08-2060 A, HETI-08-2060 B. HETI-08-2061 A, ETI -M-2061 B, HETI-08-2062 A, HETI-09-2062 B, HETI-08-2063A, HET148-2063B, HETI- 08-2064A and HETI-08-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL 2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Subudtted under previous NOA No. 06--0406.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange' Aluminum Single Hung Window -- LM.I., approved on 08/18/11 and expiring on 12/27/16. Man PMx8e; E Product Control NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-2 3 a 11 (s do i J.INHS NO Sam OL 03J.M) NOLLYAM SM 7vnbs H1a1A XYM ADQMIA -mmuQN SU 3A318AV VIS .15125 /A a31�ddV 3w SNIANrm �Ma'103 38'tu! 'UII I'M Fl 4 t tt 1� • -t'o A IM12,02 .e BMW all- IN,t 3387 BMW mfm cm 58tt5 N1WA mm.1 30;n AMM a 9b� RM = . 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O IOLL-'t CIO M I LSE MIAM-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PI9RA) Miami. Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www-mla011dadewWpeea Lawson Industries, Inc. 13501 NW 900 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 -Dada County PERA - 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. PERA 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 "PW 4200/6200 Flange Frame" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact Fixed Window", sheets I through 5 of 5, dated 02/21/12, 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, mode/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 the manufacturer or its distributors and shall be available for inspection at the job site ai1tF e of the Building Official. This NOA revises and renews NOA # 07-0516.02 and consists 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned abo The submitted documentation was reviewed by Manuel 6rez, NOA No. 12-0307.06 xpiration Date: August 22, 2017 '17 Approval Date: May 24, 2012 Page 1 N �i Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. 1,4200-62W1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02!21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-124010, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked. -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candida F. Font, P.E. 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 a fixed window, prepared by Hurricane Engineering•& Testing, Inc., Test Report No. HETI-09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report o. IIETI-09 2586 dated 07/10/09, signed and sear by Candido F. Font, P.E. Manuel Pe .E. Product Control K&&iner NOA No. 12 .06 Explration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 Lawson Industries, Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. Test report on 1), Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated 07/1.0/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Cyclic Wired Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. H19TI-09-2582, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09 2581, -dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along. with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-011 Z02) 15. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) ��Jz . f 14— Manuel Perez, E. Product Control E mi r NOA No. i .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 L &son Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (fomm[NuED) 16. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Sella, P.E. (Submitted under NDA# 06-0117.02) 17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted wader NOA# 06-0117.02) 18. 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 full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Reda, P.E. (Submitted under NOA# 06-0117.02) 19. 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 eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 20. 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 fixed window, prepared by Hurricane Engineering & Testing, inc., Test Report No. HETI-02-1215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submided under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submilted under NOA# 06-0117.02) PAV Manuel P �WWX Produet Coi�tro Exa finer NOA No. 7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTuvuiw) 22. 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 0"117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked up drawings and .installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI701-1098, dated 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) 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. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saileg and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Manuef Pe Produet Control E m er NOA No. 12-NO7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sear by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by .. Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07 and expiring on 08/22/12. WR.A 0raP,11Ac Manuel Perez, Product Control Ex r NOA No. 12-0 .06 Expiration Data: August 22, 2017 Approval Date: May 24, 2012 E-5 -3403 -Oa7e vatswu 0100 SH1 JJIZW MVHS aNa auvid. go a3SNIVd 38 OL MVMRLVW MINISMa sam no WnN6tn7v H.LIA IDVSNOa Nt 733SS/1YJZK 77V (Ct SN064d0 v Mac J,N$W O LV 7V&WKOrrMW 80d 9 8 is= 33S Oat waim as77nW SHEENS M1 OA A7ddV TO 7VAOeddV morn= no BAOawa 3H1 Wold 38nism Notma H3M07 MU Ins SlaV. d39OV UV NSSA138 M NOrrMW 43A08ddV AIN= Sava -UM v owen SJ61IlaOHd MAOHddV ALNnoo ZaVa-IMS do MAI HSHJ.O HJJA BAOONIM aMad oNmnW en 'SUNn 4MTIW ZaIS AR sate s0 suNn MOMS OJ, MRddV 7VAOeddV COI '48 MUdVH0 DU 0608 3H1 HUM 3ONVPIdWOo W MOWRY as OJ, none OOOA (WWK -v TvIsa Had e8 JJIMIS MM) 'KOLLV MWNI AAoam n1 Homd '(BI MUO A8) a3BOHONV aNV O3.6V376L ZBn85W8d N JAM 31380X03 HJJM J.OVLKW NI 8Wne a001A ,('e ZNOO7719 /A aZnddV SHV aNV V 7VNOIJd0 388 BNLLNntt IMO700 387VA IM 8 In ('9 9 8 a Gum 338 S71visa NOUVTIVIM 3Wvedt 7vRo do 800 ('6 'We•e•ttte -n-S 'otaa-m) suammtnbu sDNVJJImv JZVdWI 37IMIt TWO MU HJJA A7dW00 01 aMIS 3s 77VH8 SM no 'o'I MU 'ZHAH MU NI '7108 MA09V a317VJM „0 HO 'd 08. 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'0038 SV 49£-140-Zt8 Zt .Z X .9/1 X .B/t OAd IROS )400'18 ON1113S ONIZVIO '0038 SV OZO9'9L Id tt - • 3NOo131S oNIZV10 50311 SV • Ot - Om 1905 13)4SVO ONIZVIO '0038 SV 400 -SMA 6 - 91-£909 'SMOM 8V f=[:) lV OV38 0NZtl10 '0038 SV 4024-1 B SdMIH4 'H'd - SM380S A18YOSSV 83N800 /Z .4/£ X 9# 4 - 91-£909 (031YVISNt - SSVIO .96/4) OV39 ONIZV10 4 ttZ9-1 9 - 91-£909 (031VIRSNI -SSVIO .91/9) OV38 ONIZVIO 4 tUz-1 9 - 91-£909 (SSM .91/1) OV38 ONIZVIO 4 03AAWI BOLL -1 4 - 91-£909 (SSVIO .Z£/£t V .9/0 0438 ONIZVIO 4 BOLL -1 £ - 91-£909 (SSVIO .9t/9) 0438 ONIZVIO 4 8011-1 Z - 91-£909 BWV tnis/OV3H wm Z toZ4-'I t BHtIy= 7tl11I3.(,VW NOL6d OMO .*a MYnb if Md WS.GI MVRIZ•LV➢1 do '1'118 Mit MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMiTmG, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMI1 STRATION DIVISION T (786} 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE MA) W".minmidade cuv/�� Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33164 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-IQ01, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Migmi-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, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change A+I in the materials, use, and/or manufacture of the product or process. am 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 of the Building Official. This NOA revises and renews NOA /# 10-0610.02 and consists of th' peg 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manu ere.4 Mcg NOA No. 12-4127.07 Expiration Date: May 30,1017 lq j� Approval Date: March 29, 2012 Page 1 A Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, 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 20294 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 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submffied under NOA# 03-0225.07) 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 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. 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# 03-0225.07) 4. 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 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 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 an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (SubmiNed under NOA# 03-0225.06) . Manu Per . Product Control Exa r . NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 E-1 Lawson Indnstdes, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcowwmD3 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted render ROA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. 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