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WS-15-2463 f Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, Fl- Phone: LPhone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244307 Permit Number: WS-9-15-2463 Scheduled Inspection Date: January 11,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: NARDO, LAKEN Work Classification: Window/Door Replacement Job Address:16 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060131240 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 7 WINDOWS AND 1 DOOR WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 08,2016 For Inspections please call: (305)762-4949 Page 6 of 35 p RIVELINO R. IEONCIO ARCHITECT 14511 Rosewood Road - Miami Lakes, Florida 33014 • Phone: (305) 557-7220 December 17, 2015 Village of Miami Shores Building department. 10050 N.E. 2"d Ave. Miami Shores, Fl. Re: 16 N.E. 100th Street. Miami Shores, FL. Permit#WS-9-15-2463 Dear Sir: This letter is to inform you that the installation of the 2"x wood bucks shall be done using TAPCON screws spaced 6"from top and bottom and at a maximum of 12"thereafter.The installation shall also be done according to The Florida Building Code minimum standards. I hope this meets with your approval, but if you need additional information, do not hesitate to call me. nc r ly Avelino oncio,Jr.A.I.A., N.C.A.R.B., C.S.I. r Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249779 Permit Number: WS-9-15-2463 Scheduled Inspection Date: December 23,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: NARDO, LAKEN Work Classification: Window/Door Replacement Job Address:16 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060131240 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 7 WINDOWS AND 1 DOOR WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 22,2015 For Inspections please call: (305)762-4949 Page 42 of 59 R INN ® ®I CI® ARCHITRCT 14511 Rosewood Road - Miami Lakes, Florida 33014 • Phone: (305) 557-7220 December 17, 2015 Village of Miami Shores Building department. 10050 N.E. 2"d Ave. Miami Shores, FI. Re: 16 N.E. 100th Street. Miami Shores, FL. Permit#WS-9-15-2463 Dear Sir: This letter is to inform you that the installation of the 2"x wood.bucks shall be done using TAPCON screws spaced 6"from top and bottom and at a maximum of 12"thereafter.The installation shall also be done according to The Florida Building Code minimum standards. I hope this meets with your approval, but if you need additional information, do not hesitate to call me. in e Avelino eoncio,Jr.A.I.A., N.C.A.R.B., C.S.I. sett ? W�9• . ,ydon s L� Miami Shores Village §" Pit T3!p ` �O111f5� I1 taG're c+ 10050 N.E.2nd Avenue NE " orictafassfficaban VintatrlD+ai Replalsem Miami Shores,FL 33138-0000 �Fco � Phone: (305)795 2204 i "y� ' PiRE ,.' Expiration: 04/11/2016 Project Address Parcel Number Applicant 16 NE 100 Street 1132060131240 Miami Shores, FL Block: Lot: LAKEN NARDO Owner Information Address Phone Cell LAKEN NARDO 16 NE 100 ST MIAMI SHORES FL 33138-2315 Contractor(s) Phone Cell Phone HOME OWNER Valuation: $ 14,000.00 Total Sq Feet: 00 Type of Work:REPLACING 7 WINDOWS AND 1 DOOR WITH Available Inspections: No of Openings:8 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 DBPR Fee Invoice# WS-9-15-57228 $2.70 10/14/2015 Credit Card $ 174.80 $50.00 DCA Fee $2.70 Education Surcharge $2.80 09/25/2015 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $180.00 Scanning Fee $12.00 Technology Fee $11.20 Total: $224.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction yandnin uthermore,I aut rize the above-named contractor to do the work stated. v,/// a,itz October 14, 2015 Autho 'zed Signature:Owner F Applicant / Contractor / Agent Date Building Department Copy October 14,2015 1 I Miami Shores Villagea -FVF_ Building Department2'b 281510050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 7 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20)V SV4 BUILDING Master Permit NJ&x✓ " j PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IO® cS City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 3aYe®) 1 go® Is the Building Historically Designated:Yes NO_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): LdSeNU IVA'AM 0 Phone#/0: )) Y03�v Address: !y 4,` 1 ®® S1 City:N I A M) .5 h o d'C g State: �G Zip:,3 31 3 Tenant/Lessee Name: Phone#: Email: ) CONTRACTOR:Company Name: C)oi(/eyl Phone#: Address: City: ate Zip: Qualifier Name: Phone#: State Certification or Re on#: Certificate DESIGNER: chitect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �� ` c Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Oct) IP®0A— 7 ahWov,) t z'0®A, 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$ (Revised02/24/2014) // r J0r�'�- 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 must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro ed and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day off 20 / ,by day of 20 by who is personally known to who is personally known to me or who has produced as 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: Print: Se err w Notary Public State of Flori Seal: +P Joanna M Feliciano ' My commission FF 082753 4W VU ExOres011122018 APPROVED BY /'?"3 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s • ,gs Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial_ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. / .,�/ Initial J V & v 3. I understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial fl/ , 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,whic.h violates the exemption. Initial— _//// S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.` ' Initial v ' 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law andby coun or municipal ordinance. Initial /p- -L 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initiali� 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. r l / Initial W 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial (-, 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvforidalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial�� 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initiali. - � -1 Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 f . By/,-2 /CL- ��iJc�1 v /`J who was personally known to me or who has g 0;Q N .-n a o� A'm Produced there License or �,�� _ as identification. o a o 0 T O I qcelkW 41 OWNER NOTARY � � ►v L soy RECEIVED ko PCs C7SEP 2 5 2015 �40�A '1 f. I e� (+qo "1/ 13 , N 120 5) ITY ...... ... .. 0 Apr 7 0�D By DATE COPY ...... .... . 70N NG DEPT .. LCA E__DG DEPT SUBJECT i0 CGNIP1_IMCE WI r'rl All FEDERAL S TATE AN,)CU-1N j'f rit L.-S AND P.FCULATIONS W \NI 1d s ��• c .h M - ENGINEERINGy �i Y r Kd .85 : 21,00 W76 Street, .Hialeah, Florida 3'3016 FLORIDA BULDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 1 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 M,PH WIND ZONE Interior&-Exteriar Zones (4$45 -Walls),Positive Pressures ® Exposure C For the.. .175 ' m h Wind Zone CATEGORY 2 Effective Wind Area (or, TributaryArea in Square Feet Leight 10' 20 .30. 40 , 50 60 Maximum 1.00 0.95 0.92 0.89. 0.88 0.86 15 40.4 .38.5 37.5 36.7 36.1 35.7 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 45.4 45.7 60 53.7 51.2' 49.8' 48.8 48.1 47.4 Interior Zone (4 =.Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Areaor, Tril utary Area in SquareFeet Height 10 ' 20 .30 40. 50 60 Maximum -1.10 .-1.05 -1.02 -0.99 -0.98 -0.96 15 .-43.8 -42.0 -40:9 -40.2 -39.6 -39.1 . 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 -47.8 ' 50 -56.2 -53.8 -52.5 -51,5 -50.7 -50.1 60 -58.2 -55,8 -54.4 -53.4. -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 utary Area in Square Feet Height 10 20 30- ` 40 50 60 Maximum ;1:40 ;: -1.29 -1.23 -1.19 -1.15 -1.13 .1.5 -54.1 -50'.4 -48.3 -46.8 -45'.6 . -44.7. 20 : -57.2 49.5 ' -48.3 =47.3 ' 25. -59.8 k: 1.: .-'.--51.7 -50.4 -49.4. ° 30 -62.3 -58.1 -55.7 `-53.9 -52.6 . '-51.5 a 40 -66,1 • ••;61.7. -59.1 . -57.2 -55.8 -54.6 50 -69.3 :_ 6.4. • • � ; ; -60.0 -58.5 -57. 60 -71.9 .• 67.6: '•' -514.•2 •• -62.2 -60.6 Length of End Zone (a): 10%FF Ipast ftodzt01t4I ftension or.4 b, whichever is t but not less-than 46/o of least goripnfal cjmjnJ.'jQri Qr 3 ft. (h = mean roof height' ). NOTE:AN 8% REDUCTION OrM LOADS SHOWN ABOVE MAY BE TAKEN FOR FIAT ROOFS: 8 � 7 MiAM!•DADE MIA&II DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F{786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%v.mlamidsde,Qov/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 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 11SH--7700(Flange Frame)"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series 7700 Single Hung Flange Frame Impact Window",sheets 01 through 05 of 05,dated 05/27/09,with revision`B"dated 08/11/14,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 tennination 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 fqr ihspqiojr1 at the job site at the request of the Building Official. This NOA revises NOA No. 12-012J.16# d;4s$tjojj$spage 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentio0dabbvL: •.• ; ; ••• The submitted documentation was reviewed by Jaime D.Gascon,P.E. • • •• NOA No.14-0908.10 . . . .. . . . . . . MIAMI•�ADE COUNTY �� g 3 •�� .�. .�. .�. Expiration Date: December 27,2016 NENgwf2y -.14 Us MEOW Approval Date: November 06,2014 €O 3�H Pagel ... . . . . ... . . J f y Lawson Industries,Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted-under pervious NOA No. 09-0706.09) 2. Drawing No. L77004901, titled "Series---7700 Single Hung Flange Frame Impact Window", sheets 01 through 05 of 05, dated 05/27/09 with revision dated "B" dated 08/11/14,prepared by manufacturer,and 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 an aluminum single hung fin window,prepared by Hurricane Engineering&Testing,Inc., all Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Submitted under pervious NOA 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 an aluminum single hung fin window,prepared by hurricane Engineering&Testing,Inc.,all Test Reports No.'s HETI-08-2003 C,HETI-08-2004 2004 A,HE T"8-2060 A,HETI-08-2060 B, HETI-08 2061 A,HETI-08-2061 B,HETI-08-2062 A,HETI-08--2062 B, HETI-0$2063A,HETI-08-2063B,HETI-08-2064A and HETI-082064B, dated 03/15/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung fin window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis,Antonio Figueredo,P. E. (Submitted under previous NOA No. 01-1009.01) .. ... . . . . . .. so see so . .. . . . . . . . Jaime D.Gascon "' "' '• Product Control Section Supervisor '.. '.. .' ;•. NOA No.14-0908.10 Expiration Date: December 27,2016 ... . ... . . . Approval Date: November 06,2014 E-I ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. 7 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NOA No. 11-0705.09) 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 SentryGlasO 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"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex UP 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 St" 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 widerprevious NOA No.12-0127.16) 4. Statement letter of no financial interest, dated 05/28/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.11-0705.09) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA No. 08-0527.17, dated 02/27/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 11-0705.09) .. ... . . . . . .. . •• see •• . . . .. Jaime D.Gascon,P.E. ' "' "' see 0 0 0 Product Control Section Supervisor NOA No. 14-0908.10 ' Expiration Date: December 27 2016 Approval Date: November 06,2014 E-2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for all Test Reports No.'s HETI-09 2530 A and HETI-09 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 09-0706.09) . 7. Laboratory compliance letter for all Test Reports No.'s HETI-08-2003 C, HETI-08 2004 A,HETI-0$2060 A,HETI-08-2060 B,HETI-08-2061 A, HETI48 2061 B,HETI-08-2062 A, HETI-08-2062 B,HETI-08-2063A, HETI-08-2063B,HETI-08-2064A and HETI-08-2064D,issued by Hurricane Engineering&Testing,Inc.,dated 03/15/08,signed and sealed by Candido F.Font, P.E. (Submitted under previous NOA No. 08-0825.17) 8. Laboratory compliance letter for all Test Reports No.'s FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 124127.16, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame) Aluminum Single Hung Window — L.M.I.", approved on 03/29/12 and expiring on 12/27/16. .. ... . . . . . .. Jaime D.Gascon,P.E. "' Product Control Section Supervisor •.. '.. .' :'. : : NOA No.14-0908.10 ' " Expiration Date: December 27,2016 ..• . ... • . . Approval Date. November 06,2011, E-3 • •• •• • • • •• •• ••• • • • ••• • • 4S• s3Azs• salts• INSTALLATION ANCHORS --- - WINDOW FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH [NSTALLATION ANCHORS WINDOW FLANGE FRAME WIDTH W 4 MAX AT FRAME HEAD INSTALLATION ANCHORS W 4 Iwx AT FRAME HEAD O (B)NONE PER FRAME SILL 13 3/4• W 4 HAx AT FRAME HEAD IO IS/If,' A) <B>NONE PER FRAME SILL 13 3/4' — O CC)FRAXE JAMBS(SEE SHEET k) /� MAX D.C. CB)NONE PER FRAME SRL MAx D.C. (C)FRAME JAM'S(SEE SHEET 14) E F CC)FRAME JAMBS(SEE SHEET 14> 6 A MAX.0.0 6• C ALL CORNER$) _ ALL CORNERS •, ,. M I hEl MIX D.L.O.14d ALL C S =ia3 78 11 to i/4' � %/I R e �/e v z MAX ABOVE n o D � ✓/ j. d D ryn,� MAX. v ItII ° z zMUMU MALLS ° c 4 MEETING RAIL$ ii v 4P u RD ___ _ .__1,__ Ma D.LO.W1 thep- o w= W B NEE7jNG RA Max. .L.O. YAdt i �n >R c-Ap 11 18 , m =1148 1i/1qro f a. R T WW HEETDtG AAETETINfi 1 n � 7 AT ♦x 4�'�•' �i / / .i� -B > a5 RAILS �• oil 6'H-EER-. ,�•1 9 7/D' -- _ •in Sgt ) 9 1/_"TWMEfi LRDAtVLS / l0 3/4' U MAX.BELOW =-J'> 6 1 MEETING RA[L& 1/ ,1 /' 0 .. z • •• n / �E • • • I o n ®)4 D • •• • • e• � � ppm ••••• • • • 6"MpX, 6"t(Ax WRAX •••••• • I • • • `. C. f C W ai • 77[T. INT.FALSE COLONIAL M UI E� IXT INT.FALSE f�LONI�I. • • •7At10' sp•IZS• KJNTINS ARE APPLIED V/ S21D5' O �O' MUrY NS ARE At'PLIED V/ WHO"RD.WIDTH WINDOW BUCK WIDTH AVAILABLE A�� WINDOW 1=WIDTH yy'��Ly�C AND ARE AVAILABLE AS OPTIONAL E-1 V INl,LLA9L AS DPTIDf�4L.•••'48" x 76� ERVAL LITE ELEVATION UN—EQUAL LITE RADIUS ELEVATION UN—EQUAL LITE ELEVATION •••:•• 000 • IN(OLIMTP 1��9 CA ON 3EINBT4 OF S4DI[t96SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME HEAD (LIMITED TO WADS ON SHEET 4 OF B) (LIMIT®TO LOADS ON 9HEE1'4 OF B) MIM-al NntLs: ; •••••• I�p :t•)•W.WINDOW S?STK1?1% DESIGNEE M&TESTED TO COMPLY WITH THE REQUIREMENTS83.128' • OF THE 2014 FLQRIDA BUILDINC6"S"MUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION AHCHDRS WINDOW FLANGE FRAME WIDTH VELOCITY (HM) AND ASTM 1306–(1¢. THIS PRODUCT IS IMPACT RESISTANT. (A)4 MAX ar FRAME HEAD ••• •••••• OD NONE PER FRA)•SRL + 13 3/4' p (�RffiBUC NO'1•I!'!3@1lIN SN (G FRAME JAMBS(SEE SHEET 14> l4 MAX O.C. g� >♦WOOD MUCKS�CC H INST A11IU•ANCHORED SO THAT THE BUILDING ` c v • RESISTS THE RIM OSED9•IIPP AgCORDANCE WITH THE REQUIREMENTS s• •••04-14 F.H.C.•8•y0•BE REYIEWHp BY DIMING OFFICIAL. CORN 7LS1 3.) ANCHORS SHOEIN AROV2 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ( Max. D.L.O.YA th s s ARE NOT TO RI"llb•THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED -1148 11/' •8., ON SHEET 4. ( tl " 1�j Or\ 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE A s 5/8 ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO HE REVIEWED BY BUILDING OFFICIAL a II m B.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS iE B u s D a m x z TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE q� 1 pT ty Hq g LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). p ' °��_ 6' MEET SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) , �J RAIL 8.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 22 L 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. �' I� //-/ / =0D tiTlytTttltrrTT°° 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE 9t47�)� BELOW 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEETING RAIL ,/ ' Gi ��.� '1''6 (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET g2 FOR DETAIL& NOTES) WOOD BUCKS TO HE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, f iIR01)UCTRBVISRD �.� y �, �•�sY'- 3ECTION 11,3.3.3. e' awplylDB(dlhthe Florida 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. ' u8(BDgI^ado /•��p '+ _ u� >r� - s- >,oDel)trolcoNo �+1:7•� oLI: .. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI–DOOR COUNTY APPROVED C DBteJ � WINDOWS USING AMIAMI–DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.a INT.FALSE COLONIALZoo . BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY ratNr[Ns ARE APPLIED v/ 5230 ty c 3 W/SILICONE AND ARE TO THE ENTIRE MULLED SYSTEM. WINDOW B11CK WIDTH Alaril dollen uclControT� 13.) SEE SHEET 3 FOR MULLION METAL ATTACHMENT DETAILS & OPTIONS. AVAILABLE AS OPTIONAL. , `✓t 1t 14.) ALL METAL/FEEL IN CONTACT WITH ALUMINUM OR OTHER DISSHIILAR MATERIALS TO BE EQUAL LATE ELEVATION (LIMITED TO LOADS ON SHEET 4 OF B) PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. A 1/4' TAPCON W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY #14 S.M.S.W/1 I/4• MIN. EMBEDMENT INTO CON(. MIN.EMBEDMENT INTO WOOD. -•LAt MATED GLASS PT.WOOD BUCKS (SEE ELEVATION AT SHEET NI 8, TO BE REVIEWED BY BLDG.OFFICIAL CTYPJ 24 (SEE ELEVATION AT SHEET Al P.T VOOD BUCK NOT BY LAWSON IND. FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) o A o MUST SUSTAIN IMPOSED LOADSSILICONE ADHESIVE I 1/8'MIN. 23 BEDDING COMPOUND ip Q z EDGE D INTERIOR ° i/41 TAPCON W/1 1/4' n°D y E - MIN.EMBEDMENT INTO CON(. m n '� • > a... 1 i 4'MW. :•o d. 19 o e' (SEE ELEVATION AT SHEET Ol tj<m U w o, o-♦ d.o a�BED MENT,•o - -- --- _ - FOR MAX.FASTENER SPACINW o o v d d: Fyl Z o O MIN. 1 N/ i = Q ;. r- BED - - -- - -- -- g ro Z a .+ -p EXTERIOR GRADE a _ _ _-- ____ _ ° EDGE DISTANCE PERIMETER CAULKING e 1 p aa 19 SILICONE ADHESIVE EXT.GRADE D 8 D EXTERIOR �':`•• �H W O ..• e.-'•+t a I i BEDDING COMPOUND CAULK EXTERIOR GRADE 2 U PERIMETER CAULKING /y O • •• LAMINATED GLASS VWDDV FRAME WIDTH • •• ••• • : •••t 1'MIN. NI4 SMB.W/1 INTO r MIN• WINDOW INSTALLATION NOTES: • • • • • WE DISTAN HIM.EMBEDMENT INTO VWD. DgE p1ST IJI ••••• INTERIOR CSEE ELEVATION AT!;MEET NI O FOR MAX.FASTENER SPACING) 1.THE WINDOW FRAME FLANGE TO HE BACK-BEDDED W/ AN EXT, • ••• • WIG 18 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE I.4 crDyp rn EXTERIOR •••••• EXT. GRADE I EXT. GRADE BY WINDOW INSTALLER CTYPJ a a p •t CAULK �� CAULK 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO (� ••7J••• • •• 1 1Ja•MW, BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK • • EMBEDMENT BY OTHERS CTYPJ •• ••• •4 • ••• g 5 A Al "WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR • • O O MASONRY IS LESS THAN 1/8',SHIMS ARE NOT REQUIRED. l • • • • { t� •• ••• f I ' I ANCHORS NOTE: • • • e u I { ANCHORS TO BE N12 SMS OR WD. SCREWS INTO WOOD, OR •• ••• •••• •• • e f ; 1 IY n 1 1/4' TAPC13NS or APPROVED CONC. FASTENERS INTO CONC., o • .100:9 • WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOUD OR $Q� •• • Y { CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR • • ' • ' i 19 i ? f'vffi � • ••• ••• I QUANTITIES REQUIRED) • s r 8 28 1,5 a a 18 i 21 n` y P Sd d O s O 811 14 O 28 811 14 i Intl tfftd)tt_ EXTERIOR GRADE 2 ,ti,a PERIMETER CAULKING 2 1/4' MAX. s •�'� SHIM y. a ! ':?2i 'RODUCTRBVISBD �s a. TYP owG � •", :�: :.• - d a. nplyiug G:- wlDr tho NloriJa 6) ^^ u8djua Code o:a e•- .<o.• d: woptanco Mo 4-D �. �g 7�•U .. l';.,-S, r•,. d: e � w EXCAUL�E '41 an Contr. ,t 1 BY OR 2 BY ' 'nitti>•i'; 7 WOOD BUCK d A 8 814 S.M.S.W/1 1/4' MIN.EMBEDMENT INTO WOOD. 26 24 11 (SEE ELEVATION AT SHEET NI 23 FOR MAX.FASTENER SPACING) SIM SPS INTERIOR 6 6 c •SRNCONE OPTIONS' INTERIOR FINISH .1...,.-.s - DOV CORNING 899 NOT BY LA41SW!INDUSTRIES,Off. M SC/WEE-KDREIFAD 5731 ,... •.,.�.,N .. ______________________________ TREMCD SPECTRUM 2 •..•:.�::.{ %".'::'��.:.: 0.600'-� ;:...v;.ti,.,y;e;.s�:ti.•,�::�..::`.». � UI EXT.GRADE BACK BEDDING 25 21 fOA2ING DEPTH �y° TO BE APPLIED BEHINDWLNOa, Oa O LAMINATED GLASS COMPOSITION - TYPE E ex ex INSTALLER�FLANGE � 5 L TtgV 6L188 D89CR@T10N DEfA6 lAi@NAY6 D88CRUMON 1 1/8'ANNEALED GLASS 4r..:z:= BAFLEX/IQEPSA=E _ ___ Z{y z Cf U 2 oB9o•PLASTIC INTERLAYER _ a:=: __._� �,,SB ,A. WEATHERPROOFIE LOCK (LATCH AND SWEEP OPTIONS ro i 1 O 3 1/8'ANNEALED GLASS ® o7sc "N BY OTHERS(TYP 1 t/4 MIN, 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE W LAMINATED GLASS COMPOSITION-TYPE 9Nfi' _ ___-_ ----- LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. o ITEM Daae DBRNI7 DRNA6 IAION►'Ta DBBCDIE'NON y..u.�..� 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a __ , FOR USE ON ALL WINDOWS. .7 1 1/e•ANMEALEB GLASS SENTRYGLA9 PLUS >,A"'n»S»v"S i»vJd v v»"•" e OD90•PLASTIC INTERLAYER 'mIPNI• N a aauaacN aal4uaNu wNvc EXTERIOR 9. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. 3 ire•ANNEALED GLASS aMN .;i z'? al.• ,• ' 'a•( .t��?{.1 EXT.GRADE PERIMETERCAULKING v • •!•• BY 'IAWSON NINDUSTRIES', v TG BE APPLIED BY OTHERS 'a D LAMINA COMP 03I ON A VVPE 4C 1 - JAMB (TY" m 1TeY �LASa D1 9'ION DEL% LUMATE DESCAWRON O t Ire'ANNEALED Oft"••• ______ STUCCO OVER METAL LATH MAILED TO �M a BUTACITE PVD EXTERIOR GRAM PLYVUCD SWATHING TOW PLASTIC YER _-- - By,,B�. TO BE SPECIFIED BY ARCHITECT OR G.G Rq �yT• Ire•ANNEALED p (EXTERIOR FINISH BY OTHERS) NOT BY LAVSON INDUSTRIES,INC- 00 NC UEp ••••• • •• •f •f WOOD FRAME INSTALLATION DETAIL y z LAMINA40LASO COMPOSITION!TYPE B OIAeB DHSCR•110N WOTUTo D1O6CRD'T/ON Ln ALUMINUM MULLION !••!•!'HEAT-STRE(�NIltSO GESS =.=__q SEE MULLION APPROVALS FOR B 12 X 3/4'S.D.S. A e 0.090'PLASTIC ERLIkER __—. BDTACTE PV8 SEE ON TYPE. APPROVALS FOR ,� MULLION TYPE,SIZE AND MAX. FLAT HEAD,PHILLIPS MUWON HYPE,SIZE AND MAX. FffiAi- tff0 S ate. DESIGN PRESSURE LIMITATIONS. (SEE ELEVATION AND DESIGN PRESSURE UMOATWN5. • f •!•••• (ALUM.0.078'MIN.THICK) ___ UUPDTABLESNFORER SQUANTI)Y INTERIOR NOTE:THE LOWER PRESSURES OF SINGLE ~ f NOTE:THE COPIER PRESSURES OF SINGLE 1/4' MAX. HUNG VANDOW OR MULL SHALL GOVERN ••••• •••••• SHIM HUNG VANDOVI OR 14ULL SHALL GOVERN • ! 1 -(�2 S.D.S.X T 1/4"L 00 INTERIOR ELEV.FOR SPACING � v 'SUCDNE OPTIONS-1 - - s ■ DDV CORNING 899 --- - - ---- SCHNEE-MBiEHffAD 0731 24 0.600'-I TREKCO SPECTRUX a NOTE: GLAZING DEPTH 1.ALL STEEL IN CONTACT WITH -_ - - ALUM.TO BE PAINTED OR PLATED. INSULATED TAMINATED GLASS COMPOSITION TYPE 6 2.METAL STRUCTURES: 61 m I210NATB 1T10I aus9 68aC6IE1TON DSYA6 A)STEEL:Fy-36 KSI MON. z 'F OBSCRIE170N --___ �S r (STEEL 18 GA.MIN.THICK-0.048-) d Ai I vNY AT-STRENGHTEN ED GLASS __ 1 WINDOW FRAME 8)ALUMINUM 6063-TS MON. 4t PERIMETER 4i 2 0,M'PLASTIC INTERLAYER LN• BUTACtTE PVB EXTERIOR © SEALANT (ALUM.0.078'MIN.THICK) 3 Ire•NHEAT-STRENGHTEAEO GLASS =__-__-^= Br•DOPmar• `� EXTERIOR 4 v4•INSILATED AIR SPACE - - _ = EXTERIOR GRADE::—/ E 1 PERIMETER CAULKING &y(TI NNtttt s ve ANNEALED GLASS as. FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE 7 b'..': ':. r= arm INISMU 7YON DBPAO. WO1NATa DSBCRIE140N `'N G 1 1/8'ANNEALED MASS _ ___._ 1 PRODUCT RBVISED 2 OM'PLASTIC INTERLAYER -- �.VV SAFLEX PVB•sauna• avcomplyingwlDIUNEIoIIde 3 Ire'ANNEALED GLASS BODA108 Code _:.=�T' ¢y. AaepiNmcoND - CJ>;J. o� �'"^ 4 1/4•INSULATED AIR SPACE 5 Ire•ANNEALED GLASS GLAZING DETAILS AND OPTIONS .<1. \ 4 • # 9 do a 1060-0044'I e I'4+ a,l 73mea TWGO SNOIZdO NouvaIIomm -v 'Sd.21VHO 82i.'1smc, xOISaa ma O2°fiI x a-O-Z 110 L�Vd➢� �Ntb'?L3 �911VT� `J `JI�TIS LL—SI3.S so-cz so ozeaa x a.wc Aa---a SNOOa SS97;9 aN7 ShcoaAaA xjLY MTV,LL W12b d0 tI377AWVJ&WH =:D. 0998-969 (SOS) *ON Hd 991£2 VGISOld 'A3103N ,may V7os�ataz • as c�wa•e Z`.'AI . 1S 06 WN LOSSAT 0 08!o�oz -,o D1 P-m-v 'taws $'Ort u UMDMM*motsmosd CL SMOS•r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "99 `od $$`o�' ��aoo8$ 8 .m �$$$ $ g�aoo $ �w�`�$`d"a3€'9aoo`a3$ $89Wr `098888. 8888888888888888 .888 Som 9S a � a 0000000000000000000000 0000 00 00 Q�'=Q� °z n `088888888888$ 8888&88888 888. Be $$ �s�K 3 � W+ �� 888888 888888 Sm8888 100.88 � y d F ?o p0 0 jo 0pO p0 0 p0 p0 p0 p0 o OO p0 p0 op Cp pO po 0 p0 p0 p0 0p00p0oppOQ � SSGOD °lS S.S 888 88888888..88 $888888.888 88COOn� \. CD \\ z p � o p0 0 p0 p0p p0p p0 0 00 p0 0o p0 0 0Q 0p 0 0 0 p0 p0 p0 p0 0 0p p0 0 0 p0 0p Qo aO po 0 O0 0 0 00 p0 p0 0 o E N .SGOD.GDm S.S 8S8 S888S. 888888 8.8888 8 .88ST 8.8�h W U' \\ C7 \r # E 11 0 v v m m m m m \\ 48 a w N mmmm ' 3w �°�°� �°��°i MG�dmGC�prCp�MppmmBfoSo.o u°Jv�°u�88u°38888.g nrd �� hn PP 0. 0= chi M MG�t+I t'! �i Si �i�mm \i M�V'� W N M Q< � �)N M•D'Q� °1 N M V'� � W tV M'V''V'Fj W N M d'R cj N(�I M C R A E El ,J/, I C z I 0 U C 2 a y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LU W�°000000000000000000o400000w Z ymo0000o0o000000000000w U a7 mmmmmm mmmmmmmmm mmmmmmm mmmh � W h7 to DOO a0O tDO oD aOOO DD a, OLA m to CD DO t- a L) M N m 3 m y � H 000100�000000000000000000000to IIT 00000000000 O OOOo000o0 3 N qm 000000 0 0 0 0 0 0 0000000 0 0 0 0 0 0 Di m b o 0 0 0 0 0 p 0 C. 0 0 0 0 0 0 0 0 0 0 0 cA p x w mmmmmm m m m m m m m m m m m m mmmm commh O O W tD ao co O CO Co co 0 0 0 0 a0 O DD O DD N CO h zap � zat� 3 + • 'y + c a W j F O b O o 0 0 0 0 0 0 o O O O o o O O • • p O y • O O O O O 0 0 0 0 0 0 0 0 0 0 0 O O O O tGv00000000000000000 ID 'edMta cop w ww ow w 000 CD C, c o o co o o In a mmmmmmmmmmmmmmWWW mmm mm m • co cflOOcfl 1900 000 t0 cC0Ot0 OOOO tL w • • M • • • `IF Ra o m m m m m *kW =CD ro t0 co Do Q. c • ••• • q -� • • U q mmm •mIs '0 • • • • 00ou7u> =NNNNNNmm47mmm MMMM NN Gp Gp Q (� O O W c+D t:9 C7m m OO NN N N N co O co co O Om m m m IR IR mmmm vvvh h (!� u7O O tcD O GCOO w c0O 'V' +y ly 000000 hh W 2 p=mmu�mmm Z Q = Z z y S m m m m w u• • m • y • O O O O O O O W �!�"'��°I�Nm��I�Nm 4NU) NmP -, t: -• •MN W •� �I r- N w O r- N co 01�. N C-4 r W h N q O mMvv •mMvv GCMvv t•�' • 0 M o r> ,r 6 r m N M to N co m N M N• m • • • t`7 'Vi O N co O N l0d O N FRAME HEAD FIXED MEETING RAIL BILL OF MATERIALS L-7701 L-7704 4° O BC O I ITEM g PART # REQD. DESCRIPTION REMARKS O Inca »I FRAME TOP CORNER o Q ZH I 1 L-7801 f FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM tO p A ,500 .o6z 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM n co y a • z• 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 078aoI uj q a 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUM;NUM xQ 4so4 6 L-7706 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 3 2 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z z° Ni zbst�{ Fa 4E nEe" 8 L-7708 AS REQD. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM w x toi (eae3 m nwurt uu) ((eoa3��-re ) 9 FS-006 AS REQD. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIP ,y c FRAME SILL FRAME JAMB 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. L-7702 L-7703( _T6 �) 11 L-7531 AS REQ'D. BULB VINYL WTS P 1/4' DIA. BULB #3033 O (soon—"Aun@IVn) O I'—IZ$n� FFM1E JAMB 12 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REQD.FIN SEAL WEATHERSTRIP .187'x.350' zo r.sa 14 PWS-009 AS REQD FIN SEAL WEATHERSTRIP 187'x.310' iILG�? • • • pg • 000 • z.a3� ••• 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' H ••••0 • • • 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM ••••• • 17 L-4204 AS REQD. GLAZING BEAD - RADIUS 60637T5 ALUMINUM r a • 00041 • • •2,613 l$ •• ••• 18 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) >a a 500 u • •• 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) s • ��•fin •••• sn6 • • -A62 20 L-7727 2 BLOCK & TACKLE BALANCE BS1 Balance Systems H r •:•• •••••• 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM ••• —2.713 •' ' Osseo »t e 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL Q • •• ••� • oleo* 23 x AS REQD.GLAZING SILICONE SEE GLAZING @ SHT. 3 vIl�l' ZTERLOCK RNL VET BOfIMMSMIL VENT JAMB RAIL FRA1E SLL 2 24 x 2 Laminated Glass SEE GLAZING DETAILS � L-77:41 eas TO AWL-7706 0 WWA)• •••• L-7707 O 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON (e -re Awlanw) a • •••• ® • •• O7 (eoe3-76 ALWONN) FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON • 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE HC-026-1 1 SCREEN FRAME & MESH $ �+ ggS $ •• • ." 3 29 L-7730 1 PRODUCT LABEL 062— 2000 �• PENT TOP CORNER 30 x x x x $ e 8n62 .06e 4165 g '' cY a62 31 SM-5504 AS R£Q'D. JOINT SEALANT SM-5504 8 E g AS REQD.PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL iAd z z m VENT JAMB BAIL d g •�-1.075—�-I �"1235 R � 0 LLtt VENT MP BAIL $ GLAZING BEAD d¢ VENT SPRING LATCH GLAZING BEAD GLAZING BEAD �`�SISTceirr sT L-7639 1.-7708 G-7711 L-4204 —.062 (am-76 AW1MT011) (am-76 AWINai1I) (Ba63-Ta AWNNUY ,`, �'i. •.'' 9 .�• �). O tet••,.•,. PRODUC7RHYISOD .050 Aso I ascaatplylugTdMtheFlorida —[,n ane Building Ccda �— ALcceplenrn N • ti tA13 .391 � VFNT RarTOM Ren rxp aA0tc,1e 11 115 I VENT BOTTOM CORNER Com. ,773I I dla.1 a Product Canlrul"`� °r a•T', •' L ` 6� FRAME SASH CORNER DETAIL °'F• (M3-m AWNUM) a MIAMb1aADE MIAMI-DADE COUNTY,FLORIDA Cit 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 OA www.miFtmidadLgov/economy. Lawson Industries,Inc. 8501 NW 901e 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"La Porte" 8'--0" Otitswing 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"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. 0 • 000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ; ••• 0 •••••• 0000 • LABELING: Each unit shall bear a permanent label with the manufacturer's name of logo,�j1y%tate, 0000. series, and following statement: "Miami—Dade County Product Control Approved;,�>li�gs otherwise noted • • _ 0000.. herein. •••••• •••••wJ.= • • 0000. RENEWAL of this NOA shall be considered after a renewal application has been W;nd therb444-been • no change in the applicable building code negatively affecting the performance of thSS pIdduct. TERMINATION of this NOA will occur after the expiration date or if there has bei�,jpvision orchange' i•• in the materials,use,and/or manufacture of the product or process.Misuse of this:40A is an endorsement •••••• 0000. of any product,for sales,advertising or any other purposes shall automatically terminate this NbA. Failure to comply with any section of this NOA shall be cause for termination and removal of VOA. ;.; • 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 MIAM!DADE COUNTY `. � Expiration Date: June 05,2018 t J Approval Date: May 07,2015 7yo�tl� Page 1 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, HETI-09 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 20294 :••• •••s•• 2) Uniform Static Air Pressure Test,per FBC,ZA€i 202-94•... .' 3) Water Resistance Test,per FBC,TAS 202-2.4•... '....' •••• • 4) Forced Entry Test,per FBC 2411 3.2.1 and XA.S.202--94 ;•,..: along with marked-up drawings and installation diagram of•aknpinum,'Oti%wing' • French door, prepared by Hurricane Engineering & Testing, InC,@T est Re o1-�s No. s ,;••• HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B andl-•04-1577;issued.... on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.D. ala,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'd*1ur$inum•t.).vits;ving • 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 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, HETI42-1726, HETI-02-1728, HETI42-1736, HETI42-1742, HET142-1763 and HETI42-1765, 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.10-0128.04) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). :...:. 0000.. • 0000 • E. MATERIAL CERTIFICATIONS • s • 00goofs 0000 0000.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmeAcd,inc.for their :0000: : "Kuraray PVB Glass Interlayer",expiring on 12/11/16. •see** •••• ' 0. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amertat Inc.forWeIr 000 • 0000 0.000 "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. *: •so 3. Notice of Acceptance No. 14-0423.15 issued to Eastman CheggVjj company(MA) • for their"Saflex CP-Saflex and Saflex HP Composite Glass:Inferlayer!witt• •••••• PET Core"dated 06/19/14,expiring on 12/11/18. see 0 :00000 00 0 • F. STATEMENTS • • 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5t"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 seated by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-012Z23) 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 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 under 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, HET149 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 HETI44-1897, HETI44-1896A, HETI-04-1896B, HETI44-1377, HETI42—T095, HETI42—T090, HETI-02-1253, HETI424726, HETI42-1728, HETI-02-1736, HETI-02-1742, HET142-1763 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—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, I*r. Ar their: • Series "La Porte 8'-0" Outswing Aluminum French Doors ap�ro�ed • on • 06J06/13 and expiring an 06/05/18. • • 9999.. 9999 9999.. • . 99990.0*00 9999.. • 9999 9999 9999. . . 00,0000 .. 9999.. •4•••• • 4 0904• • • • • • • .4.0.4 0 • • • 44.•44 00 Jaime D.Gascon;P.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approvai Date: May 07,2015 E-3 r � smo q y ■ mLL C p� O c5 N O § 4.481aH OlQ 'xoW .'�'•. i p m t>, 3_ S y a r toQ \\� �� b I m v p d' ly y m m cor n N `-1 1 G d +t 8 B n o qH o foo U I �D d L m rit M �� / �\'• U y \\'.`.p✓� t � > W N 1 S�N� F Z o y.� E�i `GT4+ 4 •� \ 1 IIY �^ \\ pQ�2 `C M w O CT 73 U ■ � B � =��a�� 3®338,3 � G dtL as Z aes $ w � �� Na�N•el� � .� .1.� c �.! z l J gp Lio ^ - n ii7��N 1�l Q IA m .• N PI a p .�•1 � y3 x m s, gg y8 pgR►iffit0'R R �qqq$ mqg d �° a g .'c Z. 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IQi. laQ. � � 2 J J J � � � ■ � � q � � r Iia. 4 iiiiii W cc yy�� mm p� o {�1 mm 1y� �bp m p. a + W ; A l� -. 8 {'1 ♦ Y f z w �• v i + v'3 N Vf V~I v'4 n 73 0/16•Max 1Adt Width 74 1/2.'Max UNt Width 3a 0/B•Mox 38 0/a'Nax IIO 7/B'Nax Mt Width UNt Width Unit Vlalh I Swing � '�A sNr T Swing a e A T �o3ladeUWtaen A of 6 A T MSN s A T A IC 33 13/16' nax. J � r^tt ^ N N \1 A I 25' P I P A I P p I� II I Hax.= ?u I Nax.DL Vld II I II I �u 11_ tdpl Ii I C D/ I C2 m1 C C8 41- /A II IIS _ II II IIS =P IIP d II II H $3 X w d ga-C ire �,Y Acjive ` i s A by II r.JI Acre t a°z ACt/i/e II IINK L® �2 v I SE T 7E 00� �p�pEO A1,7vENNA BOLT �� A r Fla. AT SHEET "SHEET'T 3 ofWdS A7EIT at 3 AT OHEEf T "0X0" ELEVATION "XX" ELEVATIONS "OX" ELEVATION "X" ELEVATION "0" ELEVATION 140 VB' UN4 Width A11170WE BOLT LT APPROVED CONFIGURATIONS Sldelite TION AT%W se Pones Width Pa nl.. NOTES: "LaPorte*IUPACf FRENCH OU19lING DOOR-DEMON LOAD CHART < 33 13/16' max. ) < 35 3/16' rax. A 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION PAti>ACTUAL WFS NUlma DP PANDP(PSP) .VIEWED FROM THE EXTERIOR SIDE. 2Ha or GLIee �D' GLASS a1e83 OId89 � 2. FALSE COLONIAL MUNTINS ARE APPLIED W/SILICONE (RIS) ANCBOBE'A"&"B" (INS) TYPE'B'TYPE"C"TYPE'D' vii 1 AND ARE AVAnABLE AS OPTIONAL ISM• BBIOST• PASS +/-(PEF) wm'fH• +/-(POP)+/-(PDP) 1u li II . PAN�L�p��pVq�jj WITH SINGLE BOTTOM RAIL 10 1/4• 5 ±860 11 3/16- ±760 ±76A ±760 Max.Hnx.25 Yld OR OOUDLE BOTIO)A RAILS. 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 16 1/4' 5 ±86.0 17 3/16• 1-760 ±76A ±76A 22 1/4•_ 77' _5 ±S" 23 3/16' ±760 ±76,0 t76A C 29 1/4• a�> 5 ±060 29 3/16' ±760 ±76A +76A P +._ i/ % %%�/ !/ +% 30 1/4' 5 106.0 31 3/161 t760 t76A 376.0 ,u ms g 34 1/4' 3 +860 35 3/16' ±76A ±76A ±76A x$ _� i� II qq 101/41 6 t86A H 3/16' t76A ±76A ±76A aa. II CtIva $Ri G lyre ® 16 1/4' 6 106A 17 3/16• ±760 ±760 ±760 ss co h wilh Om Ffo1Wa��eee111 d g pu0ding Coda yQ8•4 22 1/4' 93' 6 ±06A 23 3/16' ±76A ±76,0 ±760 Active r/ % s" E,upwkoNo 470 20 1/4' w(6) 6 .06,0 29 3/16' x76.0 ±760 ±760 m I I II/% 9�TTm•1 30 1/4' 6 ±060 31 3/16' ±76A ±760 ±760 34 1/4' 6 ±86,D 35 3/16' ±76A ±760 +T60 OPFMBLE PANEL MM UEh7 APPLICABLE REOU RMENTS PER BUOD01O CODE. i • • •0 PARFNRIE93 INLNATES/OF ANCHORS AT FRAUE JAMS. • •. • •• i� Realslon Notes: • • ••• • 4�� \.• E 3F^;6s Embed to amply w/PEC2004-Ll/01/06 �{ 8501 NW 90th St. •• /• 5225 Revised to amply w/FBC2007 k added L � WS® MEDLEY, FLORIDA 33166 SEE ALTERNATE BOLT-/ •i ttInsideled Glass,01/22/10 IND S I (305) 896-8880 3 of Al S1R7iY j ,k : d Hult-Pato!lock 01/27/I1 16WUfAC19A8R OF QVALff AMMMUY IWDOIS AND OURS DOORS "QXXO" ELEVATION• ••• • . ° . r :0:a Revised to comply w/2010 FBC stew ww w„aa.a orad Lmz a.w/gado mxx arwtr • •• F W• Ravlaed to comply w 2014 FDC NOA APPAOFAL IUPAOT FRENCH DOOR R a ANCHOR NOTES% • : i i • 6 P:2We ""di°A"' Nelson Siaso Ol ie/iD "La. Porte 11 Impact" French Out Door 1.-SEE ELEVATION AT SHEET 1 OF 6 FOR •• • • • • • • • 4L�� O R�Q•'@�� ANCHOR O.C. MAX. SPACING AND LOCATIONS. • •• • • • • • �, ra n a v.D1H tea t,mva 2.SEHEET 4YPE OFS 6 FOR INSTALLATION ••• • ••• • • Af e�-tii,L++t�y�a�ae Nakoa lfraaoOlr/2o/12 sem• + m FF EERRSS TDATE J Lu�� n.ke. FD-2003 G • • • • • • • • • • ••• • • • ••• • •"-' SIDELIfE ATTAr)eCNT _ wvE °RD °A GUZINC TYPE & DESCRIPTIONS ' M V4 saws 4aR INTERIOR SIDE .� �_......� AIO x P PWPH16 VAXVS_ t7 Glealug Adapter .488 01A laminated Glues Du out-Giese o"A" ASso®.r SoavB eae L�.s�,, IM•3/41 PN/PIDL. I-"-�m°�8 DBP pr>a[ DESCRIPITON ORTAM S2 th /} WFATIMSIRW FA(E UP �_ 2B 31 611 dig 1 SAG'Annealed DuPadt SUP utertayer _� ... _............\ 3 3/16'Annealed 0.166• ' �._3 lana 2 laminated Glass .940"0 A Laminated Glees b Du At-Glees a H" by Dnpont or 9olutla r= D88ClIIPrlON DRTAIL 33 •LDAPtERr OCIFAim SIDE omI.IAIn Types"A',"H"or"C" 1 VR•A—ted —iI- SIDEUTE/JAMB ATTACHMENT DETAIL (SEE TABLE W/CDRRESMIDIN 2 490' 90 OuPorrt PVD Insertoyer FRAME ASSEMBLY DETAIL GLAZING TYPE a DESCNIP i/4 Ronna �MOAnIMSLD ACCESS 2 3 4 Head 9 10 3 1/9'AOT Io at4o•J baa EXTERIOR SIDE .940 0 A Laminated Glass b 8olulle - Ghee e C e G=LAZING DETAIL it {7gy DBBCg@Ta1N DSTAO. SILL SEALANT DETAIL I Va•Neat-Strenethened Gloss N M HEADER TO BE SCAM SDURA2 m Sal LEFT Dmt /HIIx.E"M 2 D9a•Saftex PVD mt flyer -T — AME/ 3 Ve'west-Strengthened Glass I aS�' /! i1D RIOT INTERIOR SIDE •H• a/a• nu 10 Glezmg Adapter GI 800one 1'LAZING TYPE & DESCRIPTIONS SORE ATTACIREAT a4PTN Lac_ Salus RatGlass29 3 .840 0 A Laminated Glees b 3olutia-Ghee e NO.ATT 39"n 6/10'laminated :..., Gla D It'd D88Cffi'f10N HINGE ATTACHMENT GLA(SEZING TT TYPES a DESCRIPTION) L 1/e Hent-Strengthened class O L W4' 2 .690'SoFlex PVB Iatartnytr T' DETAILS Access IDLs / 1 LOVER •i :: / —_— 3 Va'Heat-StrergtheTwtl Globs PRETIa0ff0 LEFT MOND IMIDE IFAF TO DOOR STILE __ NMI }I / 1/4"Iasuleted 4 V4•INSULATED AIR SPACE ass' `I/ AY a r/ S V9'TEMPERED GLASS 1 BTRE mT101 1/0"Temp.Glass ,oU tui INSULATED SPAtXR•TruseW- Glazing Head 0 A Laminated mt. Giese b Solufla- Glees e ATTAf1eERT ARD VAS" DYPa Seat S!WsyySpy�acer .ta 1'r®t DBRCRZPT[aN D®'E' I i SCREMS 4'PK/PHIL, PANEL ASSEMBLY DETAIL PPtx.012 eswA-367 e 1 Ire•Heat-Strengthened Mesa Q y4• e A90'•pant SGP Interlayer EXTERIOR 3 1/6'Heat-Stye therwd Maes D .4 1/4'INSULATED AIR SPACE aaC6• E� E C6� o GLAZING DETAIL ? 3 I/e•TElPERED GlAss emTHw LEFT.w• �: ciSEt Pp 014 SMS OR SELF DRILLING SCREWS 014 SMS OR SELF DRILLING SCREWS aM'tLDIS HCTI.METAL STRUCTURE INTO METAL STRUCTURE .ENOTES FOR SPACH40 CSEE NOTES FOR SPACING)._..1 ULM'= EDGE DIST. C63-3 5 fIDLI ' WN EDGE DIST.R ER TO PROVED CSTEEL IN CONTACT W/ALUs MOANI-RADE NM a y TO HE PLATED gR PAINTED) -- NOW V4'MAX,SHIN TYP. t/4•MAX SM14 TYR q�QeyLeI as, Florida rff-Tt Yd LMaa I°AiO a Be+ + PRODUCT REVISED wdlDg Coda Dfl Na ,0 1 V4•MIN. 5/161 ELM TAPCON V/ EDGE DIST. 1 V4•HIM EDGF•0],ST. ••1 LIR•MIN EIPED• } HINGE ASSEMBLY DETAIL / 5/16•TAPCGN V/ 1 TTS •CSS NWES.FOtb SPaCI 4 • THOMAS J. 11 CISEVE SES F@2 SPACONI G) C I • • •• • • • • • 0 ' BNOINBBR AFD-824-2 Mlsml Oil Product Cas (CDNC.TO DE 3 KSI ION.) • •• r[1��70 ••• • ✓' Revision Notes: �� Y/�T[11® ]� ] 8501 NW 90th St. Its/I 2' t S 0` (MIN,1Z • ••• C> GTE �• •• O �� SF•Orsi BEqvived to aAsml WP4 . PH(�007 8v/FBC2004 ladded� 9//9,/ I®J 1�F/ MEDLEY, FLORIDA 33166 1,•�. ,; V comply / J_ s•', 0 225 w [saatated aleee o1/�/10 (305) 696-8680 Ashland{cult-Point Took 01/27/11 YANf/FIC771DDR OF 4VAU7Y MAYOR WrNW S AND OLSS DOORS 1/441 14AXMAX.SHOO TYP. ••• 1/41 M4 SHO TYP. • • • S fr v Revised to comply Tr/2010 PBC Drm oIm Pda/Lamr Prot edhtrw se4r/Yadd+ ltmu etrefl • • • • • • p. TE OF rtl o Revised t0 conn s 8014 PBC MCA APPROVAL ryPACT FRENOH DOOR a Ora • • • •. t • • r� 7f/+� a ewe esd •• . . • , .•, : Ar �:`co•^ Nelson R... Da61 o1 1e d: EI la I,a Porte" ImpactfI French Out—Swing Door • A0 0 • OP O NAL INSTALLATION NAILS MAY APPLe Nelsn grazo e0/2n0./12 M DOOR FRAME t S AND/M RAMEAL FRAME INSTALLATION OPTIONAL DETAI D"°'°I"alAan1iFD-2003 DAA e. ••• • • • • •••o' • • • • • • • • • • • • ••• • • • ••• • • /8, 31W ML 3 1 � 076-1�. d STEEE STEEL STEEL EMT �! .875 062�JJjIU� T__ 460 .096 vJ 68 TFAI�IOE® 1_ 1.750 .065 1.7150 1 1/2 1,7 1.259 1 -I .908 74 ,127 b87 I GLAZING ADAPTER 28 QUARTER ROUND 1 -L- g g FLUSH HOLT AND 8L-910 O(11/18'7 BEAD PANEL HINGE STILE O #L FRAME HEAD d 8 901 tl 2f 49 TWO-POINT LACK ��-�4 8 �L-907 1.812-` - @ d 9 m ANGLE GUIDE m m o #FD-827-1 0 1199_7 30 .726 I 4.187 1 ¢ t I I L25� s 1.500 2.031----{ �'r •808 � .098 .100 .064 •064 2.000 yy gg O((3/8-) HEAD ROUND 1.750 ,075 7 9 9 I r•124 it HINGE 908 10 (3 812HEAD 4 iT�l- 4.500-^-I a 1.500 070 5.05 S 3 FLUSH -PANKL �� 260 PANEL LOCK STILE O FROM SILL $ T O 906 �L-902 a > > 47 ANGLE GUIDE 835 656 A- 1 1/2' LANG l_ I #FD-826-1 ,65 me 4i 1 I I-1.75-1 1.750 { t.EtE-I 1 .066 .063 MULTI-POINT In1LTi-PMNT O(/ARTER ROUND .125 - LDCK ACTIVE LOCK PASSIVE (1/4) HEAD 1250 #L-911 .072 .214 �{ UMK- I f--1625--1 0.198 .065 9 LOCK � .L HALF ROUND f 4.000 4.500 .072 p6 04 42 FALSE MUNTIN 8 RAIL ADAPTER 5� IAMB ADAPTER TURN o 0 t 1/2 gL-913 O #L-909 904 10•DB I ,092 .160 T -I L Flex@I°Vf Ick 2 Com°i!1°n-70-75 PlesOas Ino. I 4.340 -{ 50 51 52 53 gipg�PANG, FPVC Black•ar owd No.7200.78 1.912 ALUMINUM PLATE PHYSICAL ASTM NO. -I .136 100 -� 35 2°LANG Dwmeba Hadmre°A°,10 sec 75 D-2240 C 002 Spewli.Gmiry 1.45 2792 PANEL 0,078 - Towne SkmgdSPSI 1640 D638 O 130TTOM ORAII. 4266 ��;IyE HANDLE PASSIVE HANDLE UDim>4n Elmpttoq% 340.0 D638 906 O FRAME JAMB FRAME HEAD SHEAR PLATE &TRDISET &TRiMSET Mcfidm d}1009eElmga o,4PSl 765.0 D638 '' #1-903 O�L-916 • BtltOm¢aA 31.0 D-746 �S d. Wldte.Compound No.7267-75 NOTE: PHYSICAL ASTM NO. Eb80 300 mp Duomaler1huft 'A',10sec 75 D)240 1.ALL DDHEN810NS SPECIFIED ARE IN INCHES l8 100 S9e a SpNificGumiry 1.45 D•792 2, SEE ELEVATION AT SEW 1 OF 6 FOR Te-7n4S1=s*PS1 1640 D-638 ANCHOR O.C.MAX.SPACING AND IACATIONS Ulfi-ft EIM&im% 323.0 D638 HODULT RHVISED ��---4.500---�y S Modnlvv®100°/.Blmgetim.P31 763.0 DSiB complying%with�jI•o Flmide FRAME LOW SILL a i 9rn .30.0 D-746 A Codallo/iq. �.O NOTE.45 BL916 a .i1.. • •• 0441 • • 4 0 THO09 REFER TO DETAIL'E3•AT SHEET N 3 OF 6 • • • • • Pp10 f / j • •• • • • UCOnuol FOR ADDITIONAL NOTES AND LIMITATIONS. M10m1 '��/j��/� J]��JT 57 GUIDE Gu K°"b •. : : : : ` . .. ., Revision Note-7 LA. 7 I .0 v d •• ••• •• • 1i • � •••� � O o 8501 NW 90th S!. ,�� •V\ F••.•�f s� Revised to comply• FICE004-11 Ol 06 5 22b Revleed to comply w/FECE007 k added MEDLEY, FLORIDA 33186 C] STEEHE T STEEL .T _,k ••;*T ISadeted GIs"01/22/10 N RIES INC. (305) 698-8660 STAIN.E STEfI BRT n) _ p�}'' Ashland Melt-Point Ia*01/E7/ti AUWACIDRBR OF f>DdLf9'P dLr/YINDY IDPDOIB AND OL83 DDOR4 • •• M 5/ t1a 7Y3 f.F T6A p • (J :�': Revind to comply t•/2010 PSC DK-QA APPBOYAL 4� X11 P FBEN xC 000k t� 8 OF d Optional Multi-PoiLI Locks „>z, DD•sss•.r 1lsetp,00 • pF :�: Revised to Pomp Eols FEc 66.D PEI DP)• • • • • • • • ,� P=?�; Nelson E.- of 16 16 "La Porte" Impact" Wrench Out-Swing Door OPTIONAL Active lock Fasstve dck •INA P^��,�• • • < H tp•.'4�,r� 48 SOK TWO-POINT O50 ASHLAND#W5110-STACTS ASHLAND 0-S • 4 U LT /HC��1 �• Ins$• alga D1R0R� NeLon Breao /80 18 76.0 pDt DP) HANDLE &TRINSET HANDLE&TRIMSET ,P1 �i1SJ Ab•W n �• ' • ' FO-2003 jPtMifmi 1wi4 G ASHLAND fV52MA-A ASHLAND 9V52MA-P DATE • • • • • • • • • • ••• • • • ••• • • r MIMI®lie MIAMI--DARE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S%V 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7W 315-2590 F(786)315-2399 NOTICE OF ACCEPTANCE(NOA) www.m1amidadeeov/eL9n= 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 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 Al IW-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 ,La Porte" 81-0"Outswing Glazed Aluminum French Doers-L.M.I. APPROVAL DOCUMENT: Drawing No. FD--2003,titled"Le Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12112/02 with the latest revision"F",dated 03127/13, signed and sealed by Thomas J. Solos, 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 I apact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stale, 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 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 dale 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 renews NOA No.12--0127.23 and consists of this pat�m, t and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. � � 0 .. The submitted documentation vas fe'vIewidV.i jrup p.viscon,P.E. .. ... .. . . . .. NOA No.13-0328.11 MW IleyMNW • �. . Expiration Date, June 05,2018 • •• Approval Date: June 06,2013 tr.`. • ': : . . . . . Paget Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.11-020103) 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 "F",dated 03/27/13,signed and sealed by Thomas L 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 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 HM-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0.128.04) 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, HETI-04-1896 B and HET144-1377, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz 3eda,P.E. (Submitted under NOA No. 04-0607.04) 4. Test reports on:1)Tensile Test,per FBC,ASTM E4 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 Sala,P.E. (Submitted under NOA No. 03-0219.01) . .. . . . . ... . . . .. . • .. Jaime D.Gaston-,P.E. . .. . . . Product Control Section Supervisor NOA No.13-0328.11 • •.. •.• .• • Expiration Date: June 05,2018 • •. • Approvel Date: June 06,2013 .. . . .. . . . . . . •. • • • • • • • • • • • ••• • • • ••• • • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 Z) Uniform Static Air Pressure Test,Loading per FBC TAS X94 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-02-4253, HETI-02-1726, HETI-02-1728, HETI-02--1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz-Seda,P.E. (SubmtUed 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. (Submided tinder NOA No.10-0128.04) 2. Glazing complies with ASTM B1300-98/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to EX 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 Core"dated 63/28/13,expiring on 12/11/18. F. STATEMENTS n 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010 and AAMA 101/I3.2--97, dated 01/25/12, signed and seated by Thomas J.Sotos,P.E. (Submitted underprevious NOA No.12-0127.23) f • Jaime D.Gascon,P. .. ... .. . . . .. Product Control Section Supervisor NOA No.13-0328.11 *00 0:0 •• see 90: •• •• 0 0Expiration Date: June 05,2018 •• •• Approval Date: June 06,2013 . .. . . . . . . . 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 under NOA No.11-02 02.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3241, issued: by Hurricane Engineering&Testing, Inc.,dated 01/06/11, signed and sealed by Candido F.Font,P.E. (SubmMed 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, HM-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 Roports No.'s HETI-04-1897, HETI-04-1896 ,. HETI-04-1896B, HETI-04-1377, HETI-0 -TO95, BETI-02-T090, HETI42-12531 HETI-02-1726, HETI-02-17289 HETI--02-1736, HM-02-1742t 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. OS-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81-0" Outswing Aluminum French Doors -- L.M.L", approved on 04/05/12 and expiring on 06/05/13. .. ... .. ..• ... '.: •.' : : .. 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