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WS-05-21-1253, 94 NW 95th StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204�� Location Address Parcel Number 94 NW 95TH ST, Miami Shores, FL 33150 1131010340090 Contacts Pe Work Classification: Expiration: 02/17/2023 IMMOBILIEN LLC Owner RC CONSTRUCTION & INVEST, INC Contractor GARCIA RICARDO CABRERA 7602 NW 2nd Court, Miami, FL 33150 1408 Brickell Bay DR 805, Miami, FL 33131 Home:9544106364 gnd2@msn.com Business:3059754156 rcconl4@gmail.com Other:7202975338 Description: ADDITION, FLORIDA ROOM Valuation: $ 7,000.00 Inspection Requests: 762-4949 )i Total Sq Feet 224.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $2.10 Scanning Fee $12.00 Technology Fee $25.00 Windows/Shutters Fee $200.00 Total: $299.55 Payments Date Paid Amt Paid Total Fees $299.55 Check #1061 08/17/2022 $299.55 Amount Due: $0.00 Building Department Copy 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 accept: g this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are req ed for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE , that all the foregoing information is accurate and that all work w l be done in compliance with all applicable laws re ating nstruction and o g. Futhermor , authorize the above named contractor to dot wo stated. ure: Owne / Applicant / Contractor / Agent Date 17, 2022 J Page 2 of 2 Miami Shores Village�a%}�=-� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION QBUILDING ❑ ELECTRIC ❑ ROOFING N� FBC-20 Master Permit No. RC-11-19-2844 Sub Permit No�kj 65- 12 S3 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 94 NW 95TH ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-034-0090 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Nick Garcia Phone#: 720-297-5338 Address:7602 NW 2nd Court City: Miami State: Florida Zip: 33150 Tenant/Lessee Name: Phone#: Email: gnd2@msn.com CONTRACTOR: Company Name: /2L Phone#: Address: 0 (0 5 r,- ? City: t t ' tate: Zip: J� Z Qualifier Name: �c c l'J' �✓�- Phone#: State Certification or Registration #: G k C 0 T 1 3 2 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: - Address: City: State Value of Work for this Permit: $7000.00 Square/Linear Footage of Work: _ Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace Description of Work: new impact in ows and doors A V Specify color of color thru tile: Zip: ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO/CC Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ LL'' TOTAL FEE NOW DUE $ (Revised02/24/2014) 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. 1 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. n he absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day oft�^^ P 20 2-1 by y C lfry r ` b- , who is personally known to me or who has produced identification and who did take an oath. K NOTARY PUBLIC: The foregoing instrument was acknowledged before me this day of C> I— , 20C I , by 'r arch 3 Cab t .- c� who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Pia Jorge Rousseau Sign: ��RY Puo Jorge Ro BAR i �0 NOTAR -; NOT Print: `' o c LIC RIDR�fint: F * * �s,e,� c Q STAT F FLORID f' ° oe com 11 � 0 l oFF� 3011 EXPI 0510412 2 Seal �, Sao FDXPI�ES 05/0 20 f l: L APPROVED BY 7 Z Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection is for the verification of conformance with Product Approval (NOA). Acknowleogerhent: Qualifier/Owner Signature 'gate � C' h Print Name For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01282021 Windows Doors Shutter Checklist Page 2 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov Windows / Doors / Shutter Checklist Permit application must be accompanied by: Two (2:) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Copy of Miami -Dade County BORA Approved wind load chart, or generic wind pressure calculations or site specific calculations signed and sealed by Florida Licensed Engineer. - Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) - If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY ON SINGLE FAMILY HOMES OR TOWN HOUSES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS IN EXPOSURE ZONE "C". WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Rev01282021 Windows Doors Shin er Cthecklist Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemation Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership: 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State. Division of Corporations: and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances. Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: - Owner State of Florida County of Miarm-Dade it The foregoing was acknowledge before me this /?dayo By_A-// Notary' who is as icienntrcanon. SEAL: KAREN LTEJERA �.,,. >fr r+otrry Public • State of FI C=-Tissior. It HH 76463 >0 _Z. ar has produced aenae•. through National Notary Assn. RC CONSTRUCTION 6 INVEST, INC DATE: August 16, 2022 STATE of FLORIDA County of Miami Dade Before me this day personally appeared Ricardo Cabrera, who, being duly sworn, deposes and says: That he will be the only person working on the projected located at: 94 NW 9511 Street, MIAMI SHORES, FL 33150 'Ricardo Cabrera Contractor Signature Sworn to (or affirmed) and subscribed before me this 16th day of August 2022 by RICARDO CABRERA Personally Known X Or Produced Identification Type of Identification Produced Print, Type or Stamp Name of Notary I(AREN L. TEJERA AM, KAREN L TEJERA Public - 5tal :f F10,14 mmisslon k NM 76463 m Fe h 41'ft Jan 3, 2025 S Natta+al Nogry bllt, DEPARTMENT OF REGULATORY AND ECONOMIC RESOD . (RE[ BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 20r�� SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 Miami, FL 33175 1' (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy This NOA is being issued under th k{° rule regulations governing the use of construction materials. The documentation submitted has �i rev' and accepted by Miami -Dade County REg-Produq., ontrol •,'• Section to be used in Miami Dade y and other areas where allowed by the Aut4o.4ty.iiaving,fptisCietioR...:, (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade C'"ty Product eContro;s.s.. • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Courrty� reserve Aeoright to+•: • • • have this product or material tested for quality assurance purposes. If this product or matMJ&fh is to p2iAWnj in thc"'..0 accepted manner, the manufacturer will incur the expense of such testing and the AHJ "a�Immediately't'bvoke,"•'; modify, or suspend the use of such product or material within their jurisdiction. RER WeIIR the ri�ht to revoke '. this acceptance, if it is determined by Miami -Dade County Product Control Section that thi: product o r 6teriat fails to meet the requirements of the applicable building code. :***a: This product is approved as described herein, and has been designed to comply with the Florida BJitditig•Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-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 l through 5 of 5, dated 05/27/09, with revision E dated 07/31/20, 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 LIMITATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.21 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAWDADE COUNT UK p1 IMU 12/17/2020 NOA No. 20-0813.07 Expiration Date: December 27, 2026 Approval Date: December 17, 2020 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09 with revision E dated 07/31/20, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. 2. 3. •••O •••• . ••• Test reports on: 1) Uniform Static Air Pressure Test, Loading p2tToc, TAS202'94 2) Large Missile Impact Test per FBC, TAS 201*§1•• �••+•� 3) Cyclic Wind Pressure Loading per FBC, TA�!Q3!94 ....• along with marked -up drawings and installation diagram of an,&6minum si le•hung••:••' window, prepared by Hurricane Engineering & Testing, Inc., Te 144ports No. IIfETI '•••;• 09-2530A and HETI-09-2530B, dated 03/02/09, signed and: Se?llm by Cartdido F. ' • Font, P.E. (Submitted unde 'NOA•No. (F-4;.06.09) ; •' • •; Test reports on: 1) Uniform Static Air Pressure Test, Loading ptrFBC, TA$ A;94 2) Large Missile Impact Test per FBC, TAS 201-94 :••••• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A & B, dated 03/ 15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. 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 NOA No. 01-1009.01) • •• • 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 NOA No. 11-0705.09) 2. Glazing complies with ASTM E1300-09 I e--vim Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0813.07 Expiration Date: December 27, 2026 Approval Date: December 17, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/170,txpjring on 07/08/24. "" **sees 3. Notice of Acceptance No. 17-0712.05 issued to Eastman ChenplKgk�omp•ajnL}*ZPA) •...; for their "Saflex Clear and Color Glass Interlayers" dated OWQM', expiring on 05/21/21. : .... . .. ..... F. STATEMENTS " "' " . 1. Statement letter of conformance complyingwith FBC-6" Edi q090000 ' • 17 date ' 1 1 / 17000006 �99 ��Q ) tl 2017 and FBC 7t" Edition (2020) dated 08/03/2020, and of no'fibancial, interest, ,o o e o: o issued by manufacturer, signed and sealed by Thomas J. Sotos, P.1 • � • • Osseo* 2. Statement letter of no financial interest, dated 05/28/09, issttd by manufacturer,' . signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and 03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G. OTHERS 1. Notice of Acceptance No. 17-1212.21, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I. ", approved on 02/01/18 and expiring on 12/27/21. Sifang Zhao, P.E. Product Control Examiner NOA No. 20-0813.07 Expiration Date: December 27, 2026 Approval Date: December 17, 2020 E - 2 INSTALLATION ANCHORS �A­l INSTALLATION ANCHORS,— (P) 1 MA%, PTFRAMEA➢(B) NONE PER FRAHE SILL3/{' — Cp) 1 MAX. AT FRAME HEAD (C)FRAME .JAMBS<SEESHEETMAK O.C.I . (H) NONE PER FRAME SILL G lIA7L (C) FRAME JAMBS (SEE SHEET 3 .-o 31t (MAx.-TYP. e ALL CORNERS) Max, 0.L.0, Mi h M MAX. ABOVE MEETING RAILS S _ t AT 6' MEETING RAIL rN MAX. BELOW MEETING RAIL 6, A%, =;rt3- it -¢ WINDOW FLANGE FRAME WIDTH INSTALLATION (A) 1 MAX. AT � 10 IS/l6.1� A� (D) NONE PER X. O.0NA.LE ` (C) FRAME JAN 6' 'ALL CORN RS "� �� 311e'- C 11 i au Y WW 10 Max. lb.L.O. Width N p 11 16 B n d 333 e , e AT �" 'MEETING n z z MAX. ING RR ASi. 1 MEETING // � i�i/ m 6'MAX, I 4j EXT. 6 INT. FALSE COLONIAL C ' 52125' EXT. t. I.I. FALSE COLONIAL MUNTINS ARE APPLIED W/ 52125' MUNTINS ARE APPLIED V/ 17'600' V/ SILICONE AND ARE WINDOW BUCK WIDTH WINDOW BUCK WIDTH WINDOW BUCK WIDTH W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 6) (LIMITED TO LOADS ON SHEET 4 OF 5) SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS 53.125, OF THE FLORIDA BUILDING CODE (2017-8th Edition & 2020-7th Edition) INCLUDING INSTALLATION ANCHORS, WINDOW FLANGE FRAME WIDTH HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. (A) { MAX. AT FRAME HEAD THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) CC) FRAME JAMBS (SEESHLL EETY4) �I MAX. oC, 2,) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 5, (TYPICAL AT OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ALL CORNERS 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES a1a D.L.O. Wi h ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ="a8 11 1 , ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE B s 5/0, ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND �h MAX. ABOVE TO BE REVIEWED BY BUILDING OFFICIAL. : e 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE IA1@IATED GLASS 8 b TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE rcH US 6' MEETING LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). �4fv N 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7 RAIL n 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. An n,• • • • {� •/• �O °� • • S // • •I• ! 9J EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL &AND ARE APPLIED W/ SILICONE �< u9MA)Z BEL�J �__� • 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED HEFTING RAnl, • •y1/,'��/Jjj.��// • • • (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) f • • •j�j'. ""• •x �• • PRODUCT REVISED WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, as complying with the Florida SECTION 11.3.3.3. 6• Building Code 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. MAX. NOA-No. 20-0813.07 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED i• • • : : • • C • • • • • Expiration Date 12/271202� 6 WINDOWS USING A M"-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE ExT. 6 INT. FALSE COLONIAL BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS ARE APPLIED W/ • •52 5 • • • By •` W/ SILICONE AND ARE • • • • TO THE ENTIRE MULLED SYSTEM. AVAILABLE AS OPTIONAL, • • • • WINDOW Hurd v1yrH • • • � M1amF-O•d• Product Control 13.) SEE SHEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. • • EQUAL•LRTE BLEVATIO*00 • 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO HE PAINTED OR PLATED AND SHAM MEET THE FLORIDA BLDG. CODE. (LIYCfID TO LOADS ON SKEET 4 OF 6) ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • C O O o c (C z z n00 ol F w o F 30� 10 Z W o C z N W 2 w,i Li fn D a z o I o L7 I` O U F �, vi N� z W � a � O � W A elmci9`9d Wy �. IN 1/4' TAPCON W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY — MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 g TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 1 1/e' MIN. n .r ski 1 1/4' MIN. aEMBEDMENT :•d: j .o .:V1• . , d:^ d a Wy..v O EXTERIOR GRADE PERIMETER CAULKING I EXTERIOR O C COO EXTERIOR PERIMETER SILICONE ADHESIVE i d BEDDING COMPOUND '7R8 MINATED GLASS TERIOR RAISETIN e T.• a . a . 9 d d d 4; e d. EXT. GRADE CAULK —\ O #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. <SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE 3 BEDDING COMPOUND !I !1 aINTERIOR w 1'._.... I. Ita9il Z. t 1/4' MIN. ` 4 �I .W N EMBEDM N a I II 1 3 EXT. GRADE \J CAULK #14 SAS, W/ 1 1/4' MIN. EMBEDMENT INTO W01 (SEE ELEVATIDN AT SHEE FOR MAX. FASTENER SPAC EXT. G' CAULK EXTERIOR FRAME WIDTH - WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYR) 2. THE EXPOSED EXT. PERIMETER (IF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) ' WREN THE GAP BETWEEN THE WINDOW FRAME AND THE BUGK OR MASONRY IS LESS THAN 1/C, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR QUANTITIES REQUIRED) GLASS EXTERIOR GRA PERIMETER CA .PT. WOOD BUCKS G a C c '1/4' TAPCON W/ 1 1/4- e� H 0 MIN. EMBEDMENT INTO CONC. n m U ° (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) N c 0 � e 3 v 471 Z Z OW = 1 1/8• IN. EDGE DISTANCE ....... . .. .. 4' MAX, • • • • • • • • • i a,g • • • • • • • • • • • ai3 Q P'a SHIMTYP • • • • • • • • • PRODUCT REVISEDw as complying with the Florida ,4 Building Code NOA-No. 20-0813.07 mz ••• ••• • ••• • • e26 - • • • • • • • Expiration Date 12l27/2026 • • • • • • • • • • • • • • • • • • • • Miami -Dade Product Control � g �YaA`a.-r�""` • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 8 24 t1 23 'SILICONE DPTIOMS'� DOW CORNING 899 SCHNEE-MORE14EAD $731 TRENCO SPECTRUM 2 Ob00' -- GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 n'EY clAae DESCH�TION Brno. IA1@feTB DBBCRiP71oN 1 1/8' ANNEALED GLASS 2 0.090• PLASTIC INTERLAYER SAFLEX PVB by EAotnen CMnlart c 3 1/8' ANNEALED GLASS I i o3lr LAMINATED GLASS COMPOSITION - TYPE 3 ITTOf G1A98 DB3C�170N -_ DBTAO. Wm4ATE 063CR6TION i VS' ANNEALED GLASS 2 0.09V PLASTIC iNTERLAYER _,_ SENTRIGLRS by AlE -- Kworny AnerlcA, 1nG 3 1 1/8' ANNEALED GLASS i eDHa• LAMINATED GLASS COMPOSITION - TYPE 4 r•.ee DBSCB•SION --DBZAd --= LUMATE DESCRIPTION 7 1 2 1/8' ANNEALED 0.411 0.090' PLASTIC INTCRLAYER TROSIFI'llby Kuroray Merlco, [nc. 3 IM ANNEALED GLASS LAMINATED GLASS COMPOSITION — TYPE b n'E11 —NEAT 498 DBSCeD'TION INITAa. ]AI@IATB DB8L3@TWN 1 1/8' HEAT-STRENGHTEHED GLASS 2 0.090' PLASTIC INTERLAYER _ _ _ TROSIFOL vV8 by NNE' _ -- _-= Kureray Merka. Inc. 3 LB' HEATSTRENCi1TENE0 GLASS t I I 20 23 'SILICONE OPTIONS'. - DOW CORNING 899 24 SCHNEE-MOREHEAD 573/ TREMCO SPECTRUM 2 uDo• GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 6 rl'BM CLASS D69CLI7[ON DBTIII. — DBBCH1Yr10N 1 V8' HEAT-STRENGRTENED GLASS _ _ _ _. 1 2 0.090' PLASTIC INTERLAYER ® r 7R13SIFOL PVD by 3 1/0' HEAT-STRENGHTEMED GLASS _ Kurnrey Mn ka, Inc. 4 1/4' INSLLATED AIR SPACE ( ADr 8 1/8' ANNEALED GLASS I aa�o INSULATED LAMINATED GLASS COMPOSITION TYPE 7 n'AI CIABS DISCRWMN DBTeo• LLY04ATB DBBCBIPTION I I/11' ANNEALED GLASS _ L 2 0.090' PLASTIC INTERLAYER ® Nrr SAFLEX PVB by 3 V•' ANNEALED GLASS = _ E-t­ CHw,NCAi co. 4 1/4' INSULATED AIR SPACE J[Iy S 1/8' ANNEALED GLASS GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES "6 & 7" INSTALLED ABOVE 30ft IN THE HVHZ, THE I.G. IN THE EXTERIOR UTE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). •14 S.M,S. W/ 1 1/4' MIN, EMBEDMENT INTO WOO➢. (SEE ELEVATION AT SHEET N1 26 FOR MAX. FASTENER SPACING) va• wx. INTERIOR 6 yb swM SYAfF HTERIOR FINISH 10T BY LAWSON INDUSTRIES. IN — EZT GRADE ED" NDR 25 T13 BE APPLIED BEHIND WINDOW FRAME FLANGE HY 5 2% 2% INSTALLER ITYP.) EXTERIOR EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS 1 RYP.) CEO OVER METAL LATH NAILED TO ERIOR GRADE PLYWOOD SHEATHING BE SPECIFIED BY ARCHITECT OR G.L. TERIOR FINISH BY OTHERS) BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION SEE MULUON APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078° MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN INTERIOR LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. d N W La C' N �z I 1 NO M „ i 1. ALL STEEL IN CONTACT WITH - - - - - - - ALUM. TO 8E PAINTED OR PLATED. 2. METAL STRUCTURES: L_J i 01 S A) STEEL : Fy - 36 KSI MIN. —------- (STEEL 18 GA. MIN. THICK - 0.048-) §§§ EXTERIOR PERIMETER 1 WINDOW FRAME 6) ALUMINUM : 6063-T5 MIN. SEALANT (ALUM. 0.078" MIN. THICK) EXTERIOR GRADE 2 EXTERIOR E 1 PERIMETER CAULKING • • • • • • • • • • • —B 12 X 3/4' S.D.S. SEE MULUON APPROVALS FOR FLAT HEAD, PHILLIPS, MULLION TYPE, SIZE AND MAX. (SEE ELEVATION AND PRESSURE UM "ON DP TABLES FOR QUANTITY RIOR NOTE: THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) IESIGN 1/4' MAX, HUNG WINDOW OR MULL SHALL GOVERN SHIM y T2 S.D.S. X I i/4" L EE ELEV. FOR SPACNG 19 FRAME MULLING DETAIi • • 3jF:AIy S'fl2LtTQRE ATTACHMENT DETAIL ••a ••• • ••• • • • • • • • • •• • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• 00 0 0 • •• •• Fe ,( ,.;� 1 4- .. PRODUCT REVISED $ } 03 complying with the Florida ,; �,• ., �r c' +f`"-N Building Code NOA-N o. 20-0813.07 "H c L' =1 0: Expiration Date 12/27/2026 By Miamiand* Product Control -t4` 'f=arsarl: . DESIGN LOAD CAPACITY (PSF) • VIEW WINDOWS W13H VENTS W INDOW # Jamb Anchors + / _ Pressures (psr) Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19.125 50.625 6 1 60.0 80.0 80.0 26.5 50.625 60.0 80.0 80.0 37 50.625 60.0 80.0 80.0 42 50.625 60.0 80.0 80.0 48 50.625 60.0 80.0 80.0 53.125 -5-0-6-2-5-1 60.0 80.0 80.0 19.125 59 6 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60,0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 6 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 $0.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.6 80.0 80.0 42 74.25 60.0 80.0 so 19.125 78 8 60.0 80.0 80 0 26.5 78 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 1 59.0 79.0 79.0 DESIGN LOAD CA PA CITY (PSF) - VIEW WINDOWS W/ 4H VENTS WINDOW # Jamb Anchors + / - Pressures (pso Glass Type 4 Glass Type 5 Glass Type 6 WIDTH HEIGHT 19,125 59 8 60.0 80.0 80.0 26.5 59 60.0 80.0 80.0 37 59 60.0 80.0 80.0 42 59 60.0 80.0 80.0 48 59 60.0 80.0 80.0 53.125 59 60.0 80.0 80.0 19.125 63 8 60.0 80.0 80.0 26.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 80.0 80.0 48 63 60.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19.125 74.25 8 60.0 80.0 80.0 26.5 74.25 60.0 80.0 80.0 37 74.25 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 53.125 74.25 60.0 80:0 80.0 19.125 78 8 1 60.0 80.0 80.0 26.5 78 60.0 _ 80.0 80.0 37 78 60.0 80.0 80.0 42 1 78 59.0 79.0 79.0 17777 APPROVED CONFIGURATIONS UN -EQUAL LITE DESIGN LOAD CAPACITY (PSF) - EQUAL LITE WINDOWS WINDOW # Jamb Anchors + /- Pressures (pso GlaesType 2 Glass Type 3 Glass Type 4 GlaseType 5 Glass Type 6 Glass Type 7 WIDTH HEIGHT 19.125 26 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 80.0 42 26 80.0 80.0 60.0 80.0 80.0 80.0 48 26 80.0 80.0 60.0 80.0 80.0 80.0 53.125 28 1 80.0 80.0 60.0 80.0 80.0 80.0 19.125 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 80.0 80.E 37 38.375 80.0 80.0 60. o 80.0 80.0 80.0 42 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 1 38.375 80.0 80.0 60.0 80.0 80.0 80.0 19.125 50.625 6 80.0 80.0 60.0 80.0 80.0 80.0 28,5 50.625 80.0 80.0 60.0 80.0 1 80.0 80.0 37 50.625 80.0 80.0 60.0 80.0 80.0 80. o 42 50,625 80.0 80.0 60.0 80.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 53,125 50.625 80.0 1 80.0 60.0 80.0 80.0 1 80.0 19.125 59 6 80.0 80.0 1 60.0 80.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80.0 80.0 42 59 80.0 80.0 60.0 80.0 80.0 80.0 48 59 80.0 80.0 - - - 80.0 53.125 59 80.0 80.0 - - 80.0 19.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 37 63 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 60.0 80.0 80.0 80.0 48 63 80.0 80.0 - - - 80.0 53.125 63 80.0 80.0 - - - 80.0 19.125 74.25 6 80.0 80.0 60.0 80.0 80.0 80.0 26.5 74.25 80.0 80,0 60.0 80.0 80, 0 1 80.0 37 74.25 80.0 80.0 - - - 80.0 42 74.25 80:0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 53.125 74.25 74.0 77.0 - - - 80.0 19.125 78 8 80.0 80.0 60.0 80.0 80.0 80.0 26.5 78 80.0 80.0 60.0 80.0 80.0 80.0 37 78 80.0 80.0 - - - 80.0 42 78 79.0 79.0 - - 79.0 48 78 71.0 71.0 71.0 41 %!ice • • • • • ii�� • • • • /��/ • •\!�\ PRODUCT REVISED lz c" oom Iyyin with the Florida Building Lod L! NOA-No. 20-0813.07 • ••• • •s• 7.1 • • Expiration Oata 12/27l2026 2zj � � • • � • • �• Bllami-0ads roduct Control z :,�.--�Y "��rl APPROVED CONFIGURATIONS -EQUAL LITE ,t wO • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• FRAME HEAD L-7701 O } .500 F' 062 � ela 2.651� FRAME SILL L-7702 FIXED MEETING RAIL L-7704 FRAME JAMB 1 77— O VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL L-7705 L-7706 L-7707 ( eae3-Te uv�n(u) (6363-re uvMnavu ) O O O (8089-TB AIAMQiUM ) -1.375--- .062 l 2000, U52 VENT SPRING SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 © O 16 17 — 062 f 8083-T6 ALUMINUM) ( B08a-T'5 ALUMINUM) ( 0083--T4 ALUMRlUM 1 .050 .050 CIF—.09 1.013 •391 �II�u�J } I_T 115� ,773-- ( 8083-T6 ALUMINUM ) T O I FRAME TOP CORNER U' i I 1 _I FRAME HEAD FRAME JAMB FRAME c - O FRAME BOTTOM CORN � O • 3 VENT TOP CORNER a VENT JAMB RMI. VENT TOP RAIL • BILL OF MATERIALS ITEM $ PART N REQD. DESCRIPTION REMARKS 1 L-7801 1 FLANGE FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FLANGE FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FLANGE FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 I I VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM L-7708 AS REQD. GLAZING BEAD ( 3/8') 6063-T5 ALUMINUM FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS r97 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H,/PHIL. L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' ➢IA. BULB #3033 P'WS-003 AS REQD. FIN SEAL WEATHERSTRIP .187'x230' 13 PWS-005 IAS REQ'D. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REQD. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REQ'D, GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Ba(once Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 ■ AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 24 v 2 Laminated Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 s 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 I SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 ■ ■ s x 31 SM-5504 AS REQD. JOINT SEALANT SM-5504 32 x AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL ••• • • • • • •• •• • • • • ••• • O VENT ••• •• • ••• • • �TTOM R6_IL • • • • • • • • VENT BOTTOM CORNER • • • • • • • FRAME & SASH CORNER DETAILS • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I� o Hi moo � rn � YY ? W w y I z o d a mfos- ` a W o o R W ,M rn 0 � z I 0 a a �T. A 'U (.3 i+ z 0 N cl) C i` Cn o �~ > W i s PRODUCT REVISED th• Florida y -, \`• as Complying with Building Cods NOA-No. 20-0813.07 �;1/ Expiration Date 12/27/2026 m By Miami -Dads Produet Control f?—F, C, EIVED 7 Ira 1 MIAMI-DIADE -DADS COUNTY lA•-LUMU" PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building 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 Courvty Product*Controf Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade•�ggr)ry) reset vc*-tl�t right . . , :. to have this product or material tested for quality assurance purposes. If this product Qr":trial fails tQ perform in the accepted manner, the manufacturer will incur the expense of such testing and the-"J may.itrvnediatel}:" revoke, modify, or suspend the use of such product or material within their jurisdictiotr • REIN reserves tha • • • • right to revoke this acceptance if it is determined by Miami -Dade County Produc?Q)htrpl Seto% t4at this -: • - of 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 tWeVlo*ida Building Code, including the High Velocity Hurricane Zone. • • • •• . • DESCRIPTION: Series "HS-8700 (Flange Frame)" Aluminum Horizontal Sli(rirtgWndow - L*M.I. : 0' �' •••••• APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision F, dated 07/31/20, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 19-0708.09 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. T1010NOA No. 20-0813.06 Expiration Date: April 11, 2022 Approval Date: October 08, 2020 1 /20 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0708.09) B. TESTS . . .... ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94„� •, •, • •; �; • 2) Uniforrn Static Air Pressure Test, Loading par -MC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-9.* • • • 0 ; • • • • • 4) Large Missile Impact Test per FBC, TAS 201=94 .. ... ... . ..... 5) Cyclic Wind Pressure Loading per FBC, T4S•.j j;-94 • •; • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TA&202.94 . • along with marked -up drawings and installation diagram of a series;IS-8-M. q flqnge • • •• • frame aluminum horizontal sliding window, XO and XOX cord tiNions,'prcliared bp....; Fenestration Testing Laboratory, Inc., Test Report No. FTL-10115, ciated;)5/&l9, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-0708.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) Manuel Perez, P.E. Product Control Ex�81311.02 /1 NOA No. 20- Expiration Date: April 1 Approval Date: October 08, 2020 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, all dated 03/23/11, an&Med and sealed by Candido F. Font, P.E. . . .... ...... (Submitted under NOA No. 11-0 705. 10) ••��•• •• �•••�� 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2©"!14. 2) Cyclic Wind Pressure Loading per FBC, TAS 901-94 ; • • • • • • • along with marked -up drawings and installation diagram of an'a'luminuAi h'o'rizontal':". sliding window, XOX configuration, prepared by Hurricane �"iptering 0kc• f restinj;;:: Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed apdsealed by Rafael E. Droz-Seda, P.E. :•. •� •••••• (Submitted under NOA No. I1-0705.10) ...... 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) Manuel PerdP.E.Product Control ExNOA No. 20-Expiration Date: April 1 Approval Date: October 08, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 7. 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 8 specimens of am--. aluminum horizontal sliding window, XO configuration, prepaled by.Fenesftlron ''..;. Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-30.9.$ gp� FTP 3j4A, • • • �; • dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed.ard waled by Luis . Antonio Figueredo,P.E. •••••• ;•• •• • (Submitted under NOA No. 02-0227.05) .. .. .. ...... C. CALCULATIONS •..... 1. Anchor verification calculations and structural analysis, complying with FIDE, per; pared• • • : • by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 aid ul3dated bn 01/25/1Z,....; signed and sealed by Thomas J. Sotos, P.E. ; • • • • • (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. '114411-f"a j 1 '0 "f, 4.4 'A,, Manuel Perez, P.E. Product Control Exa r NOA No. 20-tlO2 Expiration Date: April Approval Date: October 08, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6" Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0708.09) 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0708.09) 3. Proposal No. 18-1697 issued by the Product Control Section, dated January(0,-;019, signed by Manuel Perez, P.E. • • (Submitted under NOA No. 19-0708.09) • 4. Laboratory compliance letter for Test Reports No. HETI-10-3047;;IETI-104048, , HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3Q54, 4jETI-&A-30,52B, : • •. • HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-313WRETI40-3131, ••:•", HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10 Y.$1�4,:a11 issueel•by • Hurricane Engineering & Testing, Inc., dated 1 1/09/10, 03/23/14.and 04/25/11, signed and sealed by Candido F. Font, P.E. : • • • • • • • • • • (Submitted under NOA No. 11-0705.10) . . 5. Laboratory compliance letter for Test Report No. HETI-10-3251, issued [IV++;rricane • Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 7. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 02/01 / 18 and expiring on 04/ 11 /22. Manuel Perez, P.E. Product Control Exa r NOA No. 20- 13.0 Expiration Date: April 11, P. Approval Date: October 08, 2020 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision F dated 07/31/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. None C. CALCULATIONS • • • • 1. None. • D. QUALITY ASSURANCE • • • • • • • I. Miami -Dade Department of Regulatory and Economic ResourccVMER) •• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for tha it "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers"dated 85/09/19, expiring on 07/08/24. • • •... 2. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7tn Edition (2020), dated August 03, 2020, issued by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0708.09, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange Frame)" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/01 / 19 and expiring on 04/ 11 /22. Manuel Perez, P.E. Product Control Exa r NOA No. 201813.0 Expiration Date: April 2 Approval Date: October 08, 2020 E-5 B B1 00 E \ D \� B B1 NOTE: OX ' ' X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 41 REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0 XOX —Equal Lite (1/3-1/3-1/3 •• ••• • .- NOTES: • • go: • • • 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • . . • • • • • • 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & Bi" REFER TO SHEET #3• * • • • • • • • • • • 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. ••• ••• ••• • • • • • • • • • • A Al . . . . . . .. . . .. . . . . . . . . . . ... . ••• . . . . . . . . . . . ... . . . ... . . General Notes: 1.) THIS WINDOW SYSTEM IS DESIG. OF THE FLORIDA BUILDING COE HIGH VELOCITY HURRICANE ZOI IMPACT RESISTANT. (SHUTTERS 2.) WOOD BUCKS SHALL BE INSTAL: RESISTS THE SUPERIMPOSED L( OF THE FLORIDA BUILDING COE 3.) ANCHORS SHOWN ON SHEET 2 ALL WINDOW SIZES ARE NOT TC (O.C.), AND AS TABULATED ON 4.) ANCHOR CONDITIONS NOT DESC ENGINEERED ON A SITE SPECIF TO BE REVIEWED BY BUILDING 5.) WINDOWS ARE QUALIFIED FOR i TABULATED HEREIN (SEE SHEE'. LAMINATED INSULATED GLASS T 6.) WINDOWS WITH GLASS TYPES "A, IN THE HVHZ, THE I.G. EXTERI01 7.) SEE SHEET 4 FOR LOCK DETAIL 8.) SEE SHEET 9 FOR GLASS TYPE 9.) SEE SHEET 6 FOR DESIGN PRE 10.) SEE SHEET 7 FOR DESIGN PRE 11.) SEE SHEET 8 FOR DESIGN PRE 12.) FOR OPTIONAL FRAME INSTALLA 13.) EXT. & INT. FALSE COLONIAL MUN 14.) WOOD BUCKS IN CONTACT WITH (BY OTHERS), PRIOR TO WINDOW & NOTES) WOOD BUCKS TO BE SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UN 16.) SEE SHEET # 5 FOR MULLION/ME 17.) MULLING HORIZONTAL SLIDING WD WINDOWS USING A MIAMI-DADS C1 THE LOWER DESIGN PRESSURE FF ENTIRE MULLED SYSTEM. TEST UNIT SIZE: I IC X 63" — INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABO (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOV (C) 5 A EEA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 85 3/8' OVERALL FRAME WIDTH — 84 3/8' INTERIOR FRAME WIDTH JE 70.0) TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS A A 1 FOR UNITS WITH DP ABOVE 7O C) +/— 70PSF C4 TOTAL) 5' t i.375" 0.7et" �.— All� MAX0.c. I (MAx. q.c ) I 5' ALLPC Mox. D.L.O. WidthMax; D.L.O. `Nidth =2438 =i2438`.21 ' J �_ / / O > w cu 1 s! B B 1 M , " � 1 i 5' ANCHOR NOTES, I I I I I I I t I' EXT. L INT. FALSE COLONIAL 1, SAME ANCHOR SPACING AT HEAD L SILL MUNTINS ARE APPLIED W/ 2. TWO ADDITIONAL ANCHORS REQUIRED SILICONE AND ARE AT MEETING RAILS FOR UNITS WITH AV AVAILABLE AS OPTIONAL. AILABLE DP ABOVE +70PSF / — 75PSF <4 TOTAL) "XOX" WINDOW EQUAL LITE VERTICAL CROSS—SECTION DETAILS 'A, Al, B, 8 Bl' AT SHEET #3 TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS—SECTION DETAILS 'C, D, & E' AT SHEET #5 INSTALLATION FASTENERS 111' OVERALL FRAME WIDTH (A) 10 AT FRAME BEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME BEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A A 1 WoQUWR AT WEET G AI S • *FOR (14 AT FRAME SILL IF DP ABOVE 70.0) I/Zc UNITS eWI4H vD •A V� •+/- 70PCF C.1•TOiTAtal . (C) 5 AT EA. FRAME JAMB r—to.7ar-1 (MAX. O.C.) 4' t2' •e— T • • • • • • • l�vQ•C.) *SEE GENERAL NOTE, #3 & #4. .; • • Max. D.L.O. Width aki D.L. Ni tR • • • • = 24 3/8", •• ? 34 1 �. . 3 w w w Lf)• • V,41 t cr •' • Y • • L • • • TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS* —� (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & ##4. AL AT )RNERS) O.C. F- __ �uj w w O.C. w f Off � a Q L, J � J D.C. ¢ W 0 w > z 0 (h (u `0 O.C. ANCHOR NOTES 1, SAME ANCHOR 2. TWO ADDITIO AT MEETING DP ABOVE +. I�Il7 1. S 2. S 15'r SERIES-1 FLAN (TYPICAL AT 5t ALL CORNERS) 13 1/4' O.C. 13 1/4' O.C. w Ld 1/4" TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO C❑NC. ^ (SEE ELEVATION AT SHE E I ttC FOR MAX. FASTENER SPACING) 1 1/E MIN, EDGE DISTANCE v _ p c w EXTERIOR GRADE—� PERIMETER CAULKING Lol EXTERIOR 1 AI I WOOD DUCKS rrI`1V11YELrL1\rLL SJEmi ,1"\A'I LV 1 & TO BE REVIEWED BY BLDG, ❑FFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED BY THE GLAZING SYSTEM e. 1 A' MIN. ° a. EMBEDMENT Q e. 4 v 77� 1/4' MAX, SHIM SPACE (TYP.) I ac 26Q.1 2 2 CLEAR SILIC❑NE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS • • • • • • • • • • • • ... . . . . ... /ri , \ STUCCO'OVER ME EXTERIOR GRADE -1O BE SPEC!FIEL (EXTERIOR FINISF NOT BY LAWSON EXT. GRADE PERIMETER —� CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYPJ EXTERIOR Al ALTERNATE DETAIL HI -RISE SILL- ❑PTI❑NAL FOR DP ABOVE +70.0 PSF (+80.0 DP MAX,) SEE DP CHARTS ON SHEETS #4, #5, & #6. WINDO 1. THE N GRAD BY W 2. THE BE S BY ❑ * WHEN MASONR IVinns a, "I',—L ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. ❑FFICIAL (TYP.) — wuua Uvt.fw BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERI❑R FINISH BY THE GLAZING SYSTEM (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INT❑ WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1' MIN. EDGE DISTANC 21 1/4' MAX. SHIM SPACE (TYP.) 2X '_ .r• 1 1/4MIN. �— EXTERIOR WALL FINISH -� BY OTHERS (TYR) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 0 EXT, GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) AMINATED GLASS SILICONE ADHESIVE 1/ BEDDING COMPOUND SHI INTERIOR 34 n 27 J ) 14 EXTERIOR 18 19 11 0 73' MAX. WINDOW FRAME BUCK WIDT •• ••• • • • • • •• ••: : : : : : 74' MAX. . .. . . . . ... . • ,,; : - \ANDDk/ FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE 0:0 • •: ; • •; . � • ";}X" REVERSED ) • WINDOW INSTALL•ATIbN NOTES: 30 31 • ,1. THE ?JIVDQV. FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. • GRAHE CAU*.K %HROIIGHOUT THE ENTIRE PERIMETER OF FLANGE •BI MO\Z INSTQLI ER (TYP.) • • TQE •F.AP= rXT'rERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK # 12 X 1 3/4' S.M.S. 1 1/4' MIN, WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACIN[a) 1/4' MAX. 21 22 SHIM SPACE / (TYPJ ' 1/4' IN. MBEDMLINT EXT. GRADE CAULK O -CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK —BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ * WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. - ---A4N£HORS-- NOTE: 0 LAMINATED GLASS :'''J EXTERIOR WINDOW FRAME BUCK WTD __�" �_ I ------- I I ---------------- WIND❑W FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE . ......... . .. ... .. . . . .. • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• CIE DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS WINDOW # Jamb Anchors # H& S Anchors + / - Pressures Glass Type "A" * 2 Glass Type "B" * 2 Glass T e "C" * 2 Glass T e "D" WIDTH HEIGHT + sf - sf + sf - sf + psf - psf + sf - psf 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 72 36 _ 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 _26.5 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 74 38.375 4 8 65.0 65.0 65.0.. .. .0 70.0 70.0 70.0 70.0 26.5 50.625 5 4 65.0 65.0 65. (3 *64. (1 `70.0 70.0 70.0 70.0 37 50.625 5 4 65.0 65.0 65.Q • • 9 70.0 70.0 70.0 70.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 0.0 70.0 70.0 70.0 74 50.625 5 8 65.0 65.0 65,Q 65.0 70.0 70.0 70.0 70.0 26.5 58 5 4 65.0 65.0 65:0 6 .0 • �.70'0 70.0 70.0 70.0 37 58 5 4 65.0 65.0 65e 0 : . S5. Q • • A. 70.0 70.0 70.0 53.125 58 5 _ 6 65.0 65.0 65.0 O n. 0• "' 700 0 70.0 70.0 70.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 26.5 63 6 4 65.0 65.0 65.: * : E:5.:) '; • 70.0 70.0 70.0 70.0 37 63 6 4 65.0 65.0 65. • Ev.b . -M.0 70.0 70.0 70.0 53.125 63 6 6 65.0 65.0 651t7 0 • 69.0 • • • �M.0 70.0 70.0 70.0 DESIGN LOAD CAPACITY PSF - XOX WINDOWS"with Ui + / - Pressures FRAME SIZE # Jamb Anchors # H & S Anchors Glass Type "B" * 2 Glass Type "C" * 2 Glass Type "D" * 2 Glass Type "E" WIDTH HEIGHT + psf - psf + psf - sf + sf - sf + psf - 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 84 36 _ 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75 72 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75 108 1 60 5 11 - - 52.0 52.0 _ 65.0 75.0 _ 65.0 75 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75 79.5 26 3 9 - - 52.0 52.0 65.0 75.0 65.0 75 79.5 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75 79.5 50.625 4 9 - - 5,2.Q 52.0 65.0 75.0 65.0 75 79.5 58 5 9 - - t2.0 .: 0• 65.0 75.0 65.0 75 79.5 63 5 9 - - 52.0 L2:0: 65.0 75.0 65.0 75 106.25 26 3 11 - - 52.0 E22.07 65.0 75.0 65.0 7E 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75 106.25 50.625 4 _ - - so 66. • 52 0 .0 .' .'$5.0 75.0 65.0 75 106.25 58 5 _11 11 - - :.52Q : .Q : 65.0 75.0 65.0 7E 106.25 1 63 5 11 - - 5W 32.0 • • • 65.0 75.0 65.0 7E 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 7E 111 38.375 4 11 - - �b'Z.Q •52•0 65.0 75.0 65.0 7E 111 50.625 4 11 - - 52.b • :':52;0 65.0 75.0 65.0 7E 111 58 5 11 - - "32.0 52�0 : • ': 65.0 75.0 65.0 7E DESIGN LOAD CAPACITY PSF - XOX WINDOWS with 1 + / - Pressures FRAME SIZE # Jamb Anchors # H & S Anchors Glass Type "B" * 2 Glass Type "C" * 2 Glass Type "D" * 2 Glass Type "E" WIDTH HEIGHT + psf - psf + psf - psf + psf - psf + psf - 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75 79.5 26 3 9 80.0 80.0 80.0 : .; b•0. •" 65.0 75.0 65.0 75 79.5 38.375 4 9 70.0 75.0 �0�': '. 65.0 75.0 65.0 75 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75 79.5 58 5 9 - - • ; -52. 52.0 .65.0 75.0 65.0 75 79.5 63 5 9 - - 5 '0 •' S2.0, 65.0 75.0 65.0 75 84 26 3 9 70.0 75.0 70'0 7.0 •• "•65.0 75.0 65.0 75 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75 84 50.625 4 9 - - 52.0 65.0 75.0 65.0 75 84 58 5 9 - - .52.D' •;1 65.0 75.0 65.0 75 on co c I n I I cn n I n rc n '7c n cc n -7c 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0.600• —{--{ GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE B ITEM GLASS DESCRIPTION j 3 DETAIL LAMINATE DESCRIPTION ON 1/8' ANNEALED GLASS va = _ _ _=- •d•�� ug• ' 1 also• SAFLEX PVB by Eastman Chemicat co, 2 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCREMON ( 3 DETAIL 190 1/ 1 _,_ _ _ _ _ _ _� 1!EKurarny A- —57917411' 11 ( LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS by TROSIFOL PVB a, America, Inc. 2 0.090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION DETAIL a.0 I.Ve90 -- -- - --'� 1 t 0.340 LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS SAFLEX PVB by Eastman Chemical co. 2 0.090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE F ITEM GLASS DESCRIPTION IJ DETAIL o,090 _ •� -' _ - " 1651 a340 LAMINATE DESCRWTION 1 2 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER TROSIFOL PVB by Kurnrny America, Inc. 3 1/8' ANNEALED GLASS IV 'SILICONE OPTIONS', MLDOW CORNING 899 SCHNEE-MOREHEAD 5731 0.600'- TREMCO SPECTRUM 2 rl e7Tur. M PTW INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION DETAIL ® 1/4' LAMINATE DESCRIPTION 1 1/8' ANNEALED GLASS SAFLEX PVB by Eastman Chemical co, 2 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS 1/e _ _ � 09" - - 1 1 .V.B' - _ _ -= I ' 1 0.340 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (•) ITEM GLASS DESCRIPTION � DETAIL LAMINATE 1 ANNEALED GLASS 0,09 1 I 1 �fl' 2 0,090• PLASTIC INTERLAYER ® +i4• T^^c �^ # 12 X 3/4' S.D.S. ALUMINUM MULLION FLAT HEAD, PHILLIPS, SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET #2 MULLION TYPE, SIZE AND MAX. FOR MAX. FASTENER SPACING AND DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) (ALUM. 0.078" MIN. THICK) i ----- I II II NOTE: THE LOWER. PRESSURES OF II II INTERIOR THE WINDOW OR MULL SHALL GOVERRii� it Al _-- -_ ---- l i i - -- r` ---------------- ti6-0 /UU ITEM # — — PART # RI 1 L-7703 2 L-8701 3 L-7701 4 L-7704 S L-7705 6 L-7707 7 L-8703 8 L-7706 9 L-8702 11 L-7708 AS 12 FS-006 AS EXTERIOR GRADE WINDOW FRAME PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX, # 12 S.D.S. X 1 1/4" L. SHIM (SEE ELEVATION AT SHEET #2 INTERIOR FOR MAX. FASTENER SPACING) " - I • • • • • • • • • ` ` ` ` PERIMETER • WINDOW 1`41ME • • NOTE: • SEALANT • • • I. �.LL• SiEE# IN CONTACT WITH �• E'XTFRIGfl • • 4WM.:T(: BE PAINTED OR PLATED. • • : • • `• ` 2. NgkL `_ P.UCTURES' A STEt : Fy = 36 KSI MIN. (STEEL 18 GA. MIN. THICK — 0.048") • • • • • • • • • • •8) A141MINUM : 6063—T5 MIN. • • . i • i ; ALUK; 0.078" MIN. THICK) • • • • • E 1 T3L S•iij Ci Tpi • WrACHMENT DETAIL 13 FS-040 AS 14 L-7531 AS 15 PWS-003 AS 16 PWS-005 AS 17 PWS-009 AS 18 L-7711 AS 19 PWS-001 AS 20 21 L-7539 22 HC-057-1 23 L-7523 1 x 24 25 FS-041 26A HC-044-1 26.2 HC- 1 X 27 HC-040-1 28 HC-026-1 30 HC-058-1 31 HC-059-1 32 L-8830 X 33 � 34 � AS 35 L-8301 36 L-8302 37 OPTIONAL AS 38 SM-5504 AS FRAME HEAD L-7703 0 FRAME SILL L-8701 0 VENT INTERLOCK RAIL L-7705 0 FRAME VENT TA WAP L-8703 0 FRAME L-8301 35 FRAME FIXED JAMB L-7701 0 SILL TRACK L-8702 093 Hill i SILL RETAINING RETAINING CLIP L-8705 ---j .754 SILL RETAINING CLIP L-8302 36 VENT SPRING LATCH L-7539 v ,p62 21 1 t.?_35 .. ... . . • .• • • • • . . • .• • . . •� . . . , -- '698 • AAWNT TOP/BOTTOM ,RAIL . • 7•a. ; ;� FRAME & SASH MIAMI-D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %vww.miamidade.Ljov/building 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;allgwgd by the *Authority. •; • Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade t*ounty Product tontrol, * • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade county) res��ve the rigl• • • •; .... to have this product or material tested for quality assurance purposes. If this product dr gWerial fajls'tp lferforty.... in the accepted manner, the manufacturer will incur the expense of such testing and theA"J ma)iimm©diatel}r.:..' revoke, modify, or suspend the use of such product or material within their jurisdiottorxRER resmtoes the- • • • • right to revoke this acceptance if it is determined by Miami -Dade County Product,-, "Col 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 Frlosida Building Code • • • • including the High Velocity Hurricane Zone. • DESCRIPTION: Series "3200" Outswing Aluminum Casement Window — L.M.I. • APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08,with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 19-0227.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0814.07 Expiration Date: March 04, 2024 Approval Date: October 15, 2020 T10106120 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision E dated 12/07/ 18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0227.06) • • • • . . .... ...... B. TESTS • ...... .. . ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94' • • • • • : • • • • 2) Uniform Static Air Pressure Test, Loading p:ZFJ0C Tj9-,)&-94 ..... 3) Water Resistance Test, per FBC, TAS 202-94 ... ... ..:..' 4) Large Missile Impact Test per FBC, TAS 261-14� •' • • • • • • 5) Cyclic Wind Pressure Loading per FBC, T4S'101-94 • • .. . ...... 6) Forced Entry Test, per FBC 2411.3.2.1, an4 TAS. 202-j4 • • • • . along with marked -up drawings and installation diagram of a serves 3WO outswing * * • aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10570, dated 02/08/19, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-022 7.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Reports No. HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) Manuel P6rez, P.E. Product Control Ex r NOA No. 20- 814.07 Expiration Date: March 0 , 4 Approval Date: October 15, 2020 E-1 Lawson Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 03/01/19, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) D. QUALITY ASSURANCE . . .... ...... 1. Miami -Dade Department of Regulatory and Economic Resourc®a tR$R) • • • • ...... .. . ...... E. MATERIAL CERTIFICATIONS ' • • • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray Apjgrtca, I00.f,(- their.... "SentryGlas® (Clear and White) Glass Interlayers" dated. lIZ8/17, •axeiring oJR• 0 • • 07/04/23. 0 .. .. .. ...... 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray 4M&f ca, Inc. •for their * • .. . . "Trosifol® Ultraclear, Clear and Color PVB Glass Intertayeri" datid•41t18/1$..... expiring on 07/08/ 19. • 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and "No financial interest" dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) 2. Statement letter of no financial interest with the laboratory, dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) 3. Testing Proposal issued by the Product Control Section, dated December 12, 2018, signed by Manuel Perez, P.E. (Submitted under NOA No. 19-022 7.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A, HETI-08-2131A, HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102A, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) / 1' Manuel Perez, P.E. / Product Control Ex n r (� NOA No. 20- 814.0 Expiration Date: March 04, 4 Approval Date: October 15, 2020 E - 2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 17-1212.22 issued to Lawson Industries, Inc. for their Series "3200" Outswing Aluminum Casement Window — L.M.I., approved on 02/01/18 and expiring on 03/04/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS ��•. ..•..• 1. Drawing No. L3200-0801, titled "Series: 3200 Outswing ImpactgasemenWintlow"r...:. sheets 1 through 7 of 7, dated 07/27/08, with revision F dated 08, 4110, prepared by ;•..•; manufacturer, signed and sealed by Thomas J. Sotos, P.E. ' •••• • •• ••••• B. TESTS 1. None C. I� CALCULATIONS 1. None. •••••• ••• • ••••• .... .. ...... . . .. . ...... • QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SG3Crm) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71h Edition (2020), dated 08/03/20, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0227.06 issued to Lawson Industries, Inc. for their Series "3200" Outswg Aluminum Casement Winxl1A11'71f1f_1,1PFy.M.I., appro d 04/04/19 and expiringon 03/04/24. , f Manuel Perez, P.E. / Product Control Ex r NOA No. 20- 814.07 Expiration Date: March 04 4 Approval Date: October 15, 2020 E-3 ANCHORSt (A) 3 AT FRAME HEAD (C) 3 AT FRAME SILL (D) 5 AT EA. FRAME JAMB EXT. & INT, FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 12 1 2" (MAX. O.C. i ; / 30 1 8 .%_ Max D.L.O , idth 00 - C � \\0 w � X O 2 � III B \ —L 38 36 O o N 4- p u = U J i W O i G N o v w u f 0 Y H u 4 0 3 J 0 3 o I 3 v I - U � 00 C N o a --ANCHOR CLUSTER SEE DETAIL 04 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) A Al i f h 30115 8" Iviux: Di(-:O. Widilt; - � E 1 d i r i racket at O a, a mid —span. \ a°i, i�6 o u v O In N B1 B at (TYf WINDOW FRAME WIDTH W11VllUW YKHML Wlllin L "X" ELEVATION "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPRON 6" I 25" O.C. (MAX.) ('I 37' General Notes: •• •• 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE •. •: ••: �•� •• REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition &to . 00 • • • • • • 2020-7th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. ••• ••• • ••• 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE; •• • •• •• BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH • • • • • • • REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. • • ••• s 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER • • • OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & Q. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND • • • TO BE REVIEWED BY BUILDING OFFICIAL. GENERAL ANCHORS NOTE: 4S�VE�SNEETS 2 & 3 of 7 FOR ANCHOR TYPES, DESC AND• A44CHOR LOAD CAPACITIES. ,60_L•,ATNCHORS WITH A MINIMUM OF 1 1/4' EMBEDMEN VAS❑NRY, WOOD OR C❑MCRETE. :•: : WOOD BUCKS AND METAI_ STRUCTURES NOT BY LAWS :•••: 4114l SUPPORT LOADS IMPOSED BY GLAZING SYSTEM • • • • • TRANSFER THEM TO THE BUILDING STRUCTURE. - 2- 4' TAPCONS MIN, EDGE / 1 1/4' MIN, DISTANCE INC, EMBEDMEN F 43 FUCCO— Y OTHERS) PERIM, CAULKING BY OTHERS (TYP.) 0 EXTERIOR ALL P.T. WOOD BUCKS 1. ENGINEERED SEPARATELY [-M-I-Cf-D-GE TO BE REVIEWED DISTANCE BLDG, OFFICIAL (TYP,,. (MIN. EMBED.) G 4 k j, METAL LATH v & STUCCO (BY OTHERS) 50 1/4' MAX, SHIM SPACE Ox) 17 EXTERIOR GRADE PERIMETER CAULKING BY OTHERS J Y P,) bl n17 01" 15 u 11 @� t 18 42 INTERIOR NOTE: EXTERIOR WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. GLASS lk )§ n25 r2 ), I -f EXT. GRADE DE PERIM. CAULKING <TYP.) 26 ep STUCCO 2 (BY GTHERS).-1 4 *0: 0)) 000 00 00 000 � 4V • 00 18 10 0 0 0 0 15 0 :0 : . •0 0 o 7 1/4' MAX,* T. 4F"Dl! 00 SHIM PERIM, CAULKING (T Y P.) 0: 1/4" 0 0 0 (MIN. EMBED-7*0 E . . . . . . # 12 S.M,S. or WD. 1 1/4' MIN WOOD EMBED • • SCREW , STUCCO — (BY OTHE 1 1/4" EMBED. (MIN. '--2X WOOD BUCK (TYP,) ALL WOOD FRAMING ENGINEERED SEPARATE & TO BE REVIEWED BLDG. OFFICIAL ('fYP,) INTERIOR —2X P.T WD, BUCK OVERALL FRAME WIDT PERIMETER CAULKING EXTERIOR 47 17 U 17 D1 16 16 � 1 17 ALL WOOD BUCKS " WHEN THE GAP BETWEEN THE WINDOW FRAME ENGINEERED SEPARATELY AND THE BUCK OR MASONRY IS LESS THAN 1/8", & TO BE REVIEWED SHIMS ARE NOT REQUIRED, STUCCO BLDG. OFFICIAL (TYP.) <BY OTHERS) OVERALL FRAME WIDTH PERIMETER CAULKING OVERALL VENT WIDTH 3 15 18 7 38 39 DAYLIGHT WIDTH 8 37 18 EXTERIOR 3 w ..D' a .P 21 12 16 48 21 _ A 13 GLASS w w • � +iJi■ '+■■11 OPERABLE VENT • Q\11\\N\l11\i11N1';A11\11,1N\iV1iMAll (MIN. EMBED INTERIOR ® 42 17 SHIM SPACE( 32 J-) - 1 (MIN. BED.) GLASS OPERABLE VENT C —ALL WOOD BUCKS ENGINEEREI & TO BE REVIEWED BY BLDG P.T WOOD BUCK NOT BY MUST SUSTAIN IMPOSED L v w D' . z z D w z v~¢i ° , z a z F (1! w . FI A 43 .. D Li L3 v Iy w 1/4" v TAPCON D -1 1 4'= (MIN. EMBED) 21 r v D v EXT, GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER CTYPJ FACE CAULK BY OTHERS (TYP.) ►i l7 J- -LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP - OPT. NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LII-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" Q 48 L-3009 L-3209 AS READ. GLAZING BEAD - 7/16" 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SDS 50 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 51 DC-899 AS READ. GLAZING SEALANT - SILICONE ALL WOOD BUCKS 2X WOOD ENGINEERED SEPARATELY BUCK CTYPJ & TO BE REVIEWED BLDG. OFFICIAL CTYPJ PRODUCT REVISED _+ as complying with the Florida Building Code NOA-No. 20-0814.07 Ex iration Date: 3/04/2024 > 1/4" - N i MIN. EMBED.) By� WINDOW FRAME Miam ,Dade Product -Co trot \ EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES", TO BE APPLIED BY OTHERS CTYPJ STUCCO OR EXTERIOR FINISH OBY OTHERS CTYPJ FRAME PERIMETER CAULK DETAIL SUBSTRATE: CONCRETE OR P.T. WOOD BY OTHERS <TYP, EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WIND❑W FLANGE BY INSTALLER (TYP,) # 12 S.M,S, or WD, SCREW W/ 1 1/4" MIN, WOOD EMBED •• ; :;L` ';, �'! • ft*fERIOR GRADE PERIMETER CAULKING ,. ,•• • BY ❑•THERS CTYPJ JE • ,_1•Al! I!GATH, STUCCO • 'i/a' . AND G•X-;ERIOR GRADE ra••• ;•• •• $1-�F•1-11•I IqG (BY OTHERS) '' WOOD FRAME INSTALLATION DETAIL SEE MULLION APPRC;JALV P.-OR MULLI&4 APE, 5IJE•ANJ) JA.X.: DESIGI\6 4RVSUE -LIMFTOTIONS. - NOTE:,- r.r� LAW: ITEM // DWG. NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 �7 L-3001 L-3002 L-3002 L-3002 L-3004 L-3004 L-3004 L-3004 L- 3003 L-3006 L-3005 L-3010 L-7531 L-3012 L-3011 L-3013 L-3013 L-3013 5 16' LAMINATED GLASS COMPOSITION - TYPE "A' ITEM DESCRIPTION DETAIL va• .;==_ 4 l 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER TROSIFOL PVB by Kuraray America Inc. f A' or Saflex PVB by Eastman Chemical Co. 0.340' 3 1/8' ANNEALED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE B ITEM DESCRIPTION DETAIL l 1/8' HEAT-STRENGHTENED GLASS Liia 2 0,090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 0:090 0.340• 3 1/8' HEAT-STRENGHTENED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE C ITEM DESCRIPTION DETAIL _ 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGlass Interlayer by Kuraray America Inc. 1 va I o,3a0 3 1/8' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE 'D" ITEM DESCRIPTION DETAIL 187 0.090' II f 0.460 1 2 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 3/16' ANNEALED GLASS 11 16" LAMINATED GLASS COMPOSITION TYPE E" ITEM DESCRIPTION DETAIL l�©. _ __ __ _ __ 090' l!Q'- 0.340 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS- 4 1/4' INSULATED AIR SPACE 5 1 1/8' ANNEALED GLASS GLAZING BITE 5/16" Laminated -�d9 / 16'1___ GLAZING BITE 7/16" Laminated GLAZING BIT.. ••• 11/16" Laminated/Inselated GLAZING OPTION LAMINATED GLASS TYPES DETAILS•• : • • •• •• • • NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, •?EYE•I.G. ' • EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3200 Impact Casement Window Configuration: "X" Glass Type 5/16" Annealec Size Code Width I (in) Height (in) Anchors DP(+) r I Head/Sill Jamb 12 19.125 26 2 2 59.0 13 19.125 38.375 2 3 59.0 N W 14 19.125 50.625 2 4 59.0 N 15 19.125 63 2 5 59.0 FD 16 19.125 74.25 2 5 59.0 >" H32 26.5 26 3 2 59.0 Cl H33 26.5 38.375 3 j 3 59.0 0 H34 26.5 50.625 3 4 59.0 H35 26.5 63 3 5 %0 0 H36 26.5 74.25 3 5 59.0 U 22 37 26 3 2 59.0 23 37 38.375 3 3 59.0 24 37 50.625 3 4 59.0 25 37 63 3 5 59.0 26 37 74.25 3 5 %0 2020 24 24 2 2 59.0 2030 24 36 2 3 59.0 2040 24 48 2 4 59.0 2050 24 60 2 5 59.0 2060 24 72 2 5 59.0 2620 30 24 3 2 59.0 2630 30 36 3 3 59.0 N 2640 30 48 3 4 59.0 FO 2650 30 60 3 5 59.0 W 2660 30 72 3 5 59.0 Q J 2820 32 24 3 2 59.0 :a • :20. 32 36 3 3 59.0 32 48 3 4 59.0 •2 0 2850 • 0 32 60 3 5 59.0 2860 32 72 3 5 59.0 • 3020 1.36 24 3 1 2 59.0 • • d305Q • ; 36 36 3 3 59.0 • • . 3040: 0.0 36 48 3 4 59.0 3050 36 60 3 5 59.0 0 36 72 3 5 59.0 fi 16" LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS oA90 -- - - - -- I �' 4 2 0.090' PVB INTERLAYER TROSIFOL PVB by Kuraray America Inc. or Saflex PVB by Eastman Chemicat Co. 0.3a0' 3 1/8' ANNEALED GLASS 5 i6 LAMINATED GLASS COMPOSITION - TYPE B ITEM DESCRIPTION DETAIL 009° E 0.340' 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8' HEAT -STRENGHTENED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE C ITEM DESCRIPTION DETAIL _ 1/9 .0.090' � U@• 0,340' 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGlass Interlayer by Kuraray America Inc, 3 1/8' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION DETAIL 0_090' 1 3/16' ANNEALED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. } 0.46° 3 3/16' ANNEALED GLASS 11 16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090PVB INTERLAYER Saflex PVB by Eastman Chemical Co. ® va' pie' _ � _ _ _ - - 1 090' I 1 0.340' 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 �11 1/8' ANNEALED GLASS LAMINATED GLASS TYPES 5/16" Laminated �9/16°�,- GLAZING BITE 7/16" Laminated -19 / 16 "�-- GLAZING %LTA .•. 11/16" Lamina;ed/Itisutate� GLAZING • OPTION 3200 Impact Casement Window Configuration: "XX", "XC7' or "OX" Glass Type ' 5116" annealed I Size Code Width (in) Heigh!J�x (in) rs DP(+) pst D F Jamb N 22 37 26 4 2 70.0 7 W 23 37 38.375 4 3 70.0 7 N 24 37 50.625 4 4 70.0 7 25 37 63 4 4 70.0 7 F_- 32 53.125 26 4 1 2 70.0 7 E5 33 53.125 38.375 4 3 70.0 7 C0C G 34 53.125 50.625 4 4 70.0 7 35 53.125 63 4 4 70.0 7 0 U D22 74 26 6 2 70.0 7 D23 74 38.375 6 3 70.0 7 D24 74 50.625 6 1 4 70.0 7 D25 74 63 6 4 70.0 7 3020 36 24 4 2 70.0 7 3030 36 36 4 3 70.0 7 3040 36 48 4 4 70.0 7 3050 36 60 4 4 70.0 7 4020 48 24 4 2 70.0 7 N 4 330 48 36 4 3 70.0 7 t!1 4040 48 48 4 4 70.0 7 Q4050 48 60 4 4 70.0 7 J 5020 60 24 5 2 70.0 7 D 5030 60 36 5 3 70.0 7 0 O 5040 60 48 5 4 70.0 7 2 5050 60 60 5 4 70.0 7 6020 72 24 6 2 70.0 7 • ; f0,:0 72 36 6 3 70.0 7 5040 . 72 1 48 6 4 70.0 7 • 72 1 60 1 6 1 4 1 70.0 1 7 DETAIL •; •;' . ...... . .... NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVI-t"TilE Le". ••• • EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 2.250 1.218 0 FRAME HEAD L-3001 6063—T6 ALUMINUM .062 .062 718--1 1.11 �1.21 FRAME SILL / JAMB L-3002 nog 6063—T6 ALUMINUM 2.1 I _ , 1—.062 062 2.399 0.078 47 FRAME SHEAR PLATE L-3007 6063—T5 ALUMINUM 1.231 I 1-0,377 C� FRAME SILL ANCHOR CLIP L-3006 6063—T6 ALUMINUM I r 0.094 2.; 0FRAME IN —POST RAIL L-3003 (5_�-(_6} 8 VENT RAIL L-3004 6063—T6 ALUMINUM 62 i� . 0.340 —��. • . .. • • • • • • • • L1.21 5 o.iRoj* .• .•• •• . . . . 2SSEt��L�Y X PEWS P.H./ HIL. S M S OR CLUSTER TYPICAL) 4 I INPOST ANCHOR DETAIL — SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXEI WINDOW OR MULL SHALL GO' VCASEMENT MAX. SHIM I F1/4' 12 S.M.S. X 1 1/4" 1 SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTAC' ALUM. TO BE PAINTED OF 2. METAL STRUCTURES: (STEEL OR ALUM. 1 /8" A) STEEL : Fy — 36 B) ALUMINUM : 6063 PERIMETER—r 03H WINDOW FRAME ALUMINUM SNCCAER•: : ��: •�• •SiALANT 38 L-3014 : •• •• •.• : : 6063—T5 ALUMI4N *.' :.. '.' ..: '.' METAL STRUCTURE ATTACHMENT L .094 11 ••• • • • • ••• • • • ... FIXED LITE MCiUNlW:4:BI'iA4KEl : • � : . • • • • • 900 • • 970 L-3005 CACT TC AI I I\I11. 11111 S I;d; ftS ()%or M IAM 1•Dii4DE AM[ -DADS COUNTY L 47 � PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lov/buildinL, 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). 000* This NOA shall not be valid after the expiration date stated below. The Miami -Dads County Prddi4.Contro1 ..... Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade'Codnfy) reserve gw right to have this product or material tested for quality assurance purposes. If this product oromstwial fails to perforrrt • • • • in the accepted manner, the manufacturer will incur the expense of such testing and tfie•At+J may immediatelx....; revoke, modify, or suspend the use of such product or material within their jurisdicfibh'. RER;1'esc%cs thc' right to revoke this acceptance if it is determined by Miami -Dade County Product Mfrol Seclior 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 tSFj;�da Building Code, •. • including the High Velocity Hurricane Zone. 0.. ....:. DESCRIPTION: Series "3200" Outswing Aluminum Casement Window — L.Nj.I.. •. • • ;....; APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact ChS8tY12nt Window", sheets 1 through 7 of 7, dated 07/27/08,with revision F dated 08/10/20, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 19-0227.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0814.07 Expiration Date: March 04, 2024 Approval Date: October 15, 2020 T10106120 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision E dated 12/07/18, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-0227.06) B. TESTS • • • . . .... ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'..' ... .' 2) Uniform Static Air Pressure Test, Loading pm-ff TA79,62;94 • • • • • 3) Water Resistance Test, per FBC, TAS 202-94"" 0:....: 4) Large Missile Impact Test per FBC, TAS 20 i *14 • • • • • • • .... . .. .... 5) Cyclic Wind Pressure Loading per FBC, TAM-94 ... . ...:..' 6) Forced Entry Test, per FBC 2411.3.2.1, and-T%S *202-94 • • • • • • • • along with marked -up drawings and installation diagram of h' SQfts 3200 butswing . ..... aluminum casement window, prepared by Fenestration Testing Lab.orator.y.,•Ii . Te . o., *t • Report No. FTL-10570, dated 02/08/19, signed and sealed by ?cW?nt Ortega, P.E. :" (Submitted under NOA No. 19-022 7.06) • 0 0 • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Reports No. HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lam] glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) Manuel Perez, P.E. Product Control Ex r NOA No. 20- C814.07 Expiration Date: March 0 4 Approval Date: October 15, 2020 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 03/01/19, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) . . .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amtrica, Iner •far their• • • • "SentryGlas® (Clear and White) Glass Interlayers" dated•t2t28/17, expiring on....; 07/04/23. .... . .. ..... 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray 4n;jjca, Ipr. fey they.;..• "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers'' dated b�z18/1 &,• • • • • expiring on 07/08/ 19. • • • • • • • • 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical'Comjany(MA). for their "Saflex Clear and Color Glass Interlayers" dated 09/p.WV, expiring on ; • • • • 05/21/21. """ F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and "No financial interest" dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) 2. Statement letter of no financial interest with the laboratory, dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 19-022 7.06) 3. Testing Proposal issued by the Product Control Section, dated December 12, 2018, signed by Manuel Perez, P.E. (Submitted under NOA No. 19-022 7.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A, HETI-08-2131A, HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102A, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P.E. 1.-1 (Submitted under NOA No. 08-1020.08) / Manuel Perez, P.E. / Product Control Ex n r f' NOA No. 20- 814.0 Expiration Date: March 04, 4 Approval Date: October 15, 2020 E - 2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 17-1212.22 issued to Lawson Industries, Inc. for their Series "3200" Outswing Aluminum Casement Window — L.M.I., approved on 02/01/18 and expiring on 03/04/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casemenji)OAn&w", sheets 1 through 7 of 7, dated 07/27/08, with revision F dated 08/1.(1/20, pre?%11d by " 00 manufacturer, signed and sealed by Thomas J. Sotos, P.E. • ...... .. . ...... B. TESTS . . 1. None •••• •• ••••• •••••• ••• • ••••• C. CALCULATIONS 1. None. 0 • . . .. . •••..• D. QUALITY ASSURANCE 0 0 0 0 • • • •" 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Xtra"m (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7" Edition (2020), dated 08/03/20, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0227.06 issued to Lawson Industries, Inc. for their Series "3200" Outswg g Aluminum Casement Wine �.M.I., appro 04/04/19 and expirin on 03/04/24. ! .f fy/I f 1 , 4 j Manuel Perez, P.E. / Product Control Ex r s f NOA No. 20- 814.07 Expiration Date: March 04, 4 Approval Date: October 15, 2020 E-3 ANCHORS: (A) 3 AT FRAME HEAD \ (C) 3 AT FRAME SILL (D) 5 AT EA. FRAME JAMB 0120 121 L Incu Maxl! D.L.O./ bth - II ram. N 'a`_-/. d W U / / Q J l v L� 0)to O cu JL \ Dz LQ :o EXT. & INT, FALSE COLONIAL MUNTINS ARE APPLIED W/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. U 00 n N � O o (U 4' d = U i O LD J W i = d Lj U 0 oa 0 I.f) 0, Q J CD y U 0 3 s J p z Q C7 ai a —ANCHOR CLUSTER SEE DETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) i r H / A Al r u 30 5 8" iv�ux _D{L O. Widiil .. - 03 1 EA—vrx 36 o I ed Lited scant 00 o. � P -' d n \ � i i U iv j/ a J �j 0' Lo N04 I O.C. I I I C I I { I 6" 25" MAX. 6., MAX. B ' 4 4' ( I I _ 25" O.C. 37' 7 4' (TYI WINDOW FRAME WIDTH WINDOW FRAME WIDTH L "X" ELEVATION "XO" ELEVATION — (OX reversed) (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPRON General Notes: •• "• •• 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE (2017-6th Edition & • • • • • • •. 2020-7th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRED SHUTTERS. • •' • • • • 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT ':'HF•' .' BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH • REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER • • • • • OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS a & :6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE 0 :.0.: ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AN 4•• ••: • • •• TO BE REVIEWED BY BUILDING OFFICIAL. • • • GENERAL ANCHORS NOTE: .%E SHEETS 2 & 3 of 7 FOR ANCHOR TYPES, DESC ••• •• •AWD ANCHOR LOAD CAPACITIES. •�• ••� •A;L ANCHORS WITH A MINIMUM OF 1 1/4' EMBEDMEN PASONRY, WOOD OR COMCRETE. • . 000 • % WOOD BUCKS AND METAL. STRUCTURES NOT BY LAWS ••• •�• �• • MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM • • • •• TRANSFER THEM TO THE BUILDING STRUCTURE. 2' 1/4' TAPC❑NS MIN. EDGE DISTANCE W/ 1 1/4' MIN. CONC. EMBEDMEN ° 43 o: v °a STUCCO — (BY OTHERS) PERIM. CAULKING BY OTHERS (TYP.) 1 r-1 5 z 0 0 EXTERIOR ALL P.T. WOOD BUCKS 1' ENGINEERED SEPARATELY IDS & TO BE REVIEWED BL.DG, OFFICIAL (TYP. i i E (MIN. EMBED.) ° METAL LATH — ° & STUCCO r. (BY OTHERS) r. , 1/4' MAX. _ SHIM SPACE (A) 17 EXTERIOR GRADE PERIMETER CAULKING BY OTHERS 1 (TYP,) 1 15 17 (- U 5 IL 1 g 42 12 16 48 INTERIOR NOTE: EXTERIOR " WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8°, SHIMS ARE NOT REQUIRED. GLASS 13 B)18 42 25 21 IF 17 N.. • 0 • . ..•. 10 15 • • • 009 EXT, 96*�§A D Es •• '• SHIM PERIM, CAULKING (TYP.) 22 Z G • • •• • • r•' • d4. • •• • • • . Q 4 (MIN. EMBEZ91 • • s • • ,- y �; # 12 S.M.S. or WD. SCREW 1 1/4' MIN. WOOD EMBED, STUCCO — (BY ❑THE 1 1/4" (MIN. EMBED. ` 2X WOOD BUCK (TYPJ ALL WOOD FRAMING ENGINEERED SEPARATE & TO BE REVIEWED BLDG, OFFICIAL (TYPJ INTERIOR ---2X P,T WD, BUCK PERIMETER CAULKING 13 EXTERIOR ruz 43 GLASS 49 FIXED VENT —1 1/4— 14 51 (MI MBED.) 18 18 0 INTERIOR 47 17 11rr1l 17 16 16 F 1 17 1.J �_ ALL WOOD BUCKS ' WHEN THE GAP BETWEEN THE WINDOW FRAME ENGINEERED SEPARATELY AND THE BUCK OR MASONRY IS LESS THAN 1/8", & TO BE REVIEWED SHIMS ARE NOT REQUIRED. STUCCO BLDG, ❑FFICIAL (TYP.) <BY ❑THERS) OVERALL FRAME WIDTH _ PERIMETER CAULKING OVERALL VENT WIDTH 15 18 7 8 38 39 DAYLIGHT WIDTH_ DT37 18 15 3 36 EXTERIOR W •.D Q :P 21 12 16 48 21 z � v '2 13 GLASS cv w • • • L3 D • • • A W 43 . .. D-- —-u------------ .............. 35 • OPERABLE VENT TAPCGN 14 51 - —1 1/4"— • -- (MIN. EMBED.) INTERIOR � or 20 42 42000 • .1� •. . 41 47 21 _ 7 S1/4MAX. I 1 HIM SPACE/ ` ` • • • _y • `\` �_�� 32 • ' I v. GLASS OPERABLE VENT ` 51 14 1 I ,fI �2 1'I ALL WOOD BUCKS ENGINEEREI & T❑ BE REVIEWED BY BLDG — P.T WOOD BUCK NOT BY MUST SUSTAIN IMPOSED l v . z z 34 43 ¢ N W , R a w W . I, D A w 1/4" (MIN. BED.) TAPC❑N D 2 (MIN. EMBED,) r v D D EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY INSTALLER (TYP.) LAWSON�SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP - OPT. NYLON 6/6 41 1 X HANDLE LOCKING HANDLE BACK PLATE 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 45 SM -5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 47 L-3007 LII-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 48 L-3009 L-3209 AS READ. GLAZING BEAD - 7/16" 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SOS 50 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 51 DC-899 AS READ. GLAZING SEALANT - SILICONE 2X WOOD — BUCK (TYR) PRODUCT REVISED _ as complying with the Florida Building Code NOA-No. 20-0814.07 ExViration Date: 3/0_Q 4/2024 1tMBMIN. EMBEU.} ByWINDOW FRAME Mide Produc,YCo trot EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) STUCCO OR EXTERIOR FINISH BY OTHERS (TYP,) FRAME PERIMETER CAULK DETAIL SUBSTRATE+ CONCRETE OR P.T. WOOD BY OTHERS (TYP. EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND WINDOW FLANGE BY \ INSTALLER (TYP.) ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. ❑FF.ICIAL (TYP,) # 12 SXS, or WD, SCREW W/ 1 1/4' MIN, WOOD EMBED 66 • •--I!RTERIOR GRADE PERIMETER CAULKING .•.,.•� ;'• •BY QTHERS <TYP.) • • :`1E'FA ATH, STUCCO �•• • •. 1/•2t' NWO i"IERI❑R GRADE ... SaA*FrRNG (BY OTHERS) WOOD FRAME INSTALLATION DETAIL SEE Mj1 LAN gP jj�VA:.S FOR; MULLIOV 1;Y' ,: SZZt AVID %At : 7,11-/NOT DESIG"dPRESS�JRE• LIM1 TIAT40NS�NOTE: I LAW: JITEM #DWG. NO 1 L-3001 2 L-3002 3 L-3002 4 L-3002 5 L-3004 6 L-3004 7 L-3004 8 L-3004 9 L-3003 10 L-3006 11 L-3005 12 L-3010 13 L-7531 14 15 L-3012 16 L-301 1 17 L-3013 18 L-3013 19 L-3013 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 5 16' LAMINATED GLASS COMPOSITION - TYPE "A" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS ` 0.090' PVB INTERLAYER 2 TROSIFOL PVB by Kuraray America Inc, or Saflex PVB by Eastman Chemlcat Co. I o.3ao 3 1/8' ANNEALED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE B ITEM DESCRIPTION DETAIL l 1/8' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER o.090 .tie• _-_ - _ ---_ _ Saflex PVB by Eastman Chemical Co. 4 3 1/8' HEAT-STRENGHTENED GLASS 5 16 LAMINATED GLASS COMPOSITION - TYPE C ITEM DESCRIPTION II DETAIL 1 Ve o.oi o - �• f 0.340'4 l 1/8' NEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGtass Interinyer by: Kuraray America Inc. 3 I/8' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE "D" -f-- -- - -- - ----- - _. -- ITEM DESCRIPTION DETAIL 187 0.090• I 3/16' ANNEALED GLASS 2 0.090' PVB INTERLAYER 1 �.te� Snftex PVB by Eastman Chemical Co. I f 0.460 3 3/16' ANNEALED GLASS 16LAMINATED GLASSCOMPOSITION TYPE E" DESCRIPTION DETAIL t/8 = _-_ _ . -�� 090' I 0.340' r 8' ANNEALED GLASS 90' PVB INTERLAYER flex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 1 1/8' ANNEALED GLASS NOTE GLAZING BITE 5/16" Laminated -,.�9/ 16'�-- GLAZING BITE 7/16" Laminated 16 13 14 •5•1 9 / GLAZING BI.TW. ..• 11/16" LaminatQ,d/I&Au14ed GLAZING OPTION LAMINATED GLASS TYPES DETAIL• : : ... . . •. .. . • WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ •THE I.G. • EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3200 Impact Casement Window Configuration: "X" Glass Type 5/16" Annealec Size Code Width (in) Height I (in) Anchors DP(+) psf I [-Head/Silli Jamb 12 19.125 26 2 2 59.0 13 19.125 38.375 2 3 59.0 N w 14 19.125 50.625 2 4 59.0 N 15 19.125 63 2 5 59.0 U) 16 19.125 74.25 2 5 59.0 >" F- H32 26.5 26 3 2 59.0 ES H33 26.5 38.375 3 3 59.0 0 H34 26.5 50.625 3 4 59.0 H35 26.5 63 3 5 59.0 0 H36 26.5 74.25 3 5 59.0 U 22 37 26 3 2 59.0 23 37 38.375 3 3 59.0 24 37 50.625 3 4 59.0 25 37 63 3 5 59.0 26 37 74.25 3 5 59.0 2020 24 24 2 2 59.0 2030 24 36 2 3 59.0 2040 24 48 2 4 59.0 2050 24 60 2 5 59.0 2060 24 72 2 5 1 59.0 2620 30 24 3 2 59.0 In 2630 30 36 3 3 59.0 N 2640 30 48 3 4 59.0 N 2650 30 60 3 5 59.0 2660 30 72 3 5 59.0 Q J 2820 32 24 3 2 59.0 �� • 2231a 32 36 3 3 59.0 © ; f§40 • 32 48 3 4 59.0 2$50 32 60 3 5 59.0 2860 32 72 3 5 59.0 •• 392Q 36 24 3 2 59.0 ' •' • 3030 36 36 3 3 59.0 • 36 48 3 4 59.0 3050 36 60 3 5 59.0 . 3D60 36 72 3 5 59.0 5 16" LAMINATED GLASS COMPOSITION - TYPE -"A" ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER TROSIFOL PVB by Kuraray America Inc. o_a9o' f or Saflex PVB by Eastman Chemical Co. 0.340' 3 1/8' ANNEALED GLASS 16 LAMINATED GLASS COMPOSITION - TYPE B DESCRIPTION DETAL r2O.O9O' 1/8' HEAT-STRENGHTENED GLASS PVB INTERLAYERSaFlex PVB by Eastman Chemical Co.1�0.340'1/8' HEAT-STRENGHTENED GLASS 5 16' LAMINATED GLASS COMPOSITION - TYPE C ITEM DESCRIPTION DETAIL its 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGlass Interlayer by' Kuraray America Inc. , 0.340' 3 1/8' HEAT-STRENGHTENED GLASS 7 16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION DETAIL 0.090'_ I ' 0.460' 1 2 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 3/16' ANNEALED GLASS 11 16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM I DESCRIPTION DETAIL j 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Saflex PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS 090' 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS f 0.340' --49 / 16'1- GLAZING BITE 5/16" Laminated 1/16"�-- ING BITE 7/16" Laminated 9/16"1-- GLA ING BITE• ••• • ..• • • • • • • • • 11/16" Laminated/Ii;Ailaled • • • • • LAMINATED GLASS TYPES GLAZING OPTION DETAIL;• ; ; ;•; •;• . ...... . .... NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ*�I ILA I.G • ••• • EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT 3200 Impact Casement Window Configuration: "XX", "X(7' or "OX" Glass Type ' 5116" Annealed I Size Code Width (in) Height (in) Anchors DP(+) psf D K Head/Sill Jamb cf) 22 37 26 4 2 70.0 7 W 23 37 38.375 4 3 70.0 7 N 2a 37 50.625 4 4 70.0 7 } 25 37 63 4 4 70.0 7 32 53.125 26 4 2 70.0 7 O 33 53.125 38.375 4 3 70.0 7 G 34 53.125 50.625 4 4 70.0 7 E 35 53.125 63 4 4 70.0 7 0 U D22 74 26 6 2 70.0 7 D23 74 38.375 6 3 70.0 7 D24 74 50.625 6 4 70.0 7 D25 74 63 6 4 70.0 7 3020 36 24 4 2 70.0 7 3030 36 36 4 3 70.0 7 3040 36 48 4 4 70.0 7 3050 36 60 4 4 70.0 7 N 4020 48 24 4 1 2 70.0 7 N 4030 1 48 36 4 3 70.0 7 U) 4040 48 48 4 4 70.0 7 Q4050 48 60 4 4 70.0 7 J 5020 60 24 5 2 70.0 7 D 5030 60 36 5 3 70.0 7 0 O 5040 60 48 5 4 70.0 7 2 5050 60 60 5 4 70.0 7 6020 72 24 6 2 70.0 7 • •6(i0• 72 36 6 3 70.0 1 7 :W40 ' 72 1 48 6 4 70.0 7 • 72 60 6 1 4 70.0 7 1.21 2.250 `. J FRAME HEAD DL-3001 6063-T6 ALUMINUM 0,062 718-1 1.11 .062 N1 n FRAME IN -POST RAIL �J L-3003 1.21 500 2 3 FRAME SILL / JAMB L-3002 6063-T6 ALUMINUM Rk 2.i 50 d-,062 2 r .062 0.078 1.231 JS1 0.3 77 2.399 5 6 7 8 VENT RAIL L-3004 6063-T6 ALUMINUM 62 FRAME SHEAR PLATE o.3 0 �� `•• ` • ` • ` •• 47 • • • • • • L-3007 • • • • • • • • 6063—T5 ALUMINUM 0.120 • • • . • . • • Li.215—J.• .•• •. . . • •. ZSSE ICY X IWWS P.H./ HIL. SMS I❑R CLUSTER TYPICAL) INPOST ANCHOR DETAIL —SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXEI CASEMENT WINDOW OR MULL SHALL GO' F _ 1/4' MAX. -` SHIM F/� # 12 S.M.S. X 1 1 /4" 1 / SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTAC- ALUM, TO BE PAINTED OF 2. METAL STRUCTURES: (STEEL OR ALUM. 1 /8" A) STEEL : Fy = 36 B) ALUMINUM : 6063 PERIMETER—J 3 '\--WINDOW FRAME 38 ALUMINUM SNUBUSZ `•: : ' •: • . SMANT 6063—T5 ALUMINUV '.' :.. '•' .: •••METAL STRUCTURE ATTACHMENT L 1010 FRAME SILL ANCHOR CLIP .094 0 1 1 • ` L-3006 FIXED LITE MOU&Tl;Q&*l&AkAT : : `•: 6063—T6 ALUMINUM ••• • • • ••• ` .970 L-3005 br0.094 I cn rc eiiunr,u n i I 1VIIAMI D_ADE COUNTY PRODUCT CONTROL SECTION DEPr RIINiENT OF R&.GVl.ATdRY ANO FCONOMIC R OURC05 (RER) 11805 SW 26 Street, Room 208 RQ?ARID` AND DIVISION T (786) 315-2590 F (786) 315-2599 NOTIC.'E OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lawson Industries, Inc. 8501 INW 90 Street Medjey, F , 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction rnateriah. The docmmnei ratio± submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to a used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid fter the expiration date stated below. The Miami -Dade County Product Control Section (hu Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right 1 t'_� l:a.., n i f this nrnl nnf- yr rr�atP.rip] fAik to to have this product or uiair�rialiGJ`tCU lUt giiau�y aa3iirauCc piu}�vo8u. �..,., t........_. perform in the accepted malner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modifyJ or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance. if it is deter_m-e— by luSiami-Dade County Product Control Section that this product or Oateriai fails to meet the requirements of the applicable building code. This product is approved as I described herein, and has been designed to comply with the Florida Building Code, including the High Velocity IPHurricane Zone.- DESCRT'ION: Series ` S-8700 (Flange -Frame)" Aluminum Horizontal Sliding Window -L.lY.LL APPROVAL DOCUMEls Window", sheets 1 throu manufacturer, and signed Control Revision stamp w County Product Control Sei MISSTI,F I'TND'AC'1 RA LABELING: Each unit s series, and following states herein. RENEWAL of this NOA no change in the applicable TERNUNATTON of this I uz the materials; use, and/ c of any product, for sales, a to comply with any section ADVERTTSEIVIENT: Tb followed by the expiration displayed, then it 3"all be d INSPECTION: A copy ( distributors and shall be avi This NOA revises NOA Ni �,vell s approval doctment The submitted documentati Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact 10 of 10, dated 05130/09, with revision D, dated 11/01/17, prepared by i sealed by Thomas J. Solos, P.E., bearing the Miami -Dade County Product n da._ 'we &F_ami ,fie the i�iutiCe of Acceptance number aua eXpu` tio;a uu.c by ujc Miami— "Wu : Large and Small Missile Impact Resistant bear a permanent label with the manufacturer's name or logo, city, state, "Miami -Dade County Product Control Approved-, unless otherwise noted Lall be considered after a renewal application has been filed and there has been ailding code negatively a�`°ectiag the performarce oftl"lis product. )A will occur after the expiration date or if there has been a revision or change manufacture of the product or process. Misuse of this NOA as an endorsement rertising or any other purposes shall automatically terminate this NOA. Failure . thisNuttShall VC l:'[11.1JC lUi LG1111111a11Vu aria iCuxvva1 vl AN i. NOA number preceded by the words Miami -Dade County, Florida, and ate may be displayed in advertising literature. If any portion of the NOA is _e in its entirety. this entire NOA shall be provided to the user by the manufacturer or its able for inspection at the job site at the request of the Building Official. 17-0222.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as entioned above; i was reviewed by Sifang Zhao, P.E. %„ s NOA No. 17-1212'.17 1 ` ` Expiration irate. April 11, 2022 Approval Date: February 01, 2018 Page 1 �� R / -7 - - / *7 Lawson Industri A. E@ DRAWINGS 1. Manufacturer', die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact zzrw a, mv" t� +n 1 4-1-1gh 1A of 10 mated 05/30/09, with revision D dated 11/01/17, YY L11Utf YY , Jlil�ew v..ba.� , .... prepared by ranufacturer, signed and sealed by Thomas J. Sotos, P.E. T E ,9T S ! 1. Test reports oii: 1) Aix 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 2,02-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with 'arked-up drawings and installation diagram of an aluminum horizontal sliding windw, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing; Inc- Test Reports No. HETI-10-3049 and HETI-10-30$1, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 2. Test reports dn: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1%4-1%2-il4 and 1%3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-30,17, HETI-10-3053. HETI-10.3057, HETI-10-3130, HETI-103223 and HET-10-322 +, dated 03/23/1. i, signed and sealed by CandidU- F. Font, F.L. (Submitted under NOA No.11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 I 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along withed-up drawings and installation diagram of an alum uLan uoiiZvntal sliding window, XOX (1/4-1/2-1/4 and 1/3-I/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, RETI-10-3"�,9I1 dated 11109/10, I TI-1.0-3;;s0, IMTI-10-30527B, HETI-10-3056; HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Caddido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports 6: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per 113C, TAS 203-9-- along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, iTiir., l �St 1ti y17JiE 1 tii . Ts -I v-✓"7 fix, ietiic 4) �I��1 1, ICY VC d g :. i fit? ' E f Pl Droz-Seda, P.E. (Submitted under NOA No.11-0705.10) oIfing Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April ii, 20 2 Approval Date: February 01, 2018 E - 1 Lawson Industries, Inc c C. TESTS (coNTMED1 5. Test reports o�: 1) Air Infiltration Test, per FBC, TAS 202-94 j 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 Teg+ , p,-FBC TAc 2r»-q4 i J f t u�v1 t�vvi.wuvv 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 rrrced Er Test- ner FT3C 2411 3.2.1. TAS 202-94 along with m ked-up drawings and installation diagram of 8 specimens of an alumin m horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. EIETI-08-2033, WTI-08-2034, HEVTY-084265� NETT-08-2036, FfETI-08-2037, HETI-08-2038, RETI-08-2116A and HETI-0�-2116% dated 02/28/08, signed and sealed by Candido F, Font, P.E. (Submitted under NOA No. 09-0706.05) 6, Test reNtJrFe �;�, 11 Air Infi1t<at'or_ Test; per FBC, TAS 202-94 I 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 m4rked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Lab ` atory, Inc., "Test Reports No. TL-:309 i, F 1 L-3098 and Fr IL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figi}.eredo, P.E. (Submitted sender NOA No. 02-0227.05) CALCULATION'S 1. .Anchor ver prepared by 0 L/25/ 2, Si€ 2. Glazing D. QUA -CITY 1. Miaa :ion calculations and structural analysis, complying with FBC, son Industries, Inc., dated 05/28/09, revised on 07/10 and updated on and sealed by Thomas .i. Soto.-, P.E. (Submitted under NOA No. 12-012 7. 08) i with ASTM E1300-09 S CjE Department of Regulatory and Economic Resources (RER). E-2 Sifang Zhao, P.E. Product Control Eminer NOA No.17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 Lawsnn IndustriM Inc. E. MATERIAL C1 1. Notice of "Trosifol® nn /n o hl n VLl Vl/Vot17. 2. Notice of Ac for their "Sa F. STATEMENTS 1. Statement le November 1 2. Statement ie. T. Sotos, P.E 3. Laboratory c HETI-10-Y HETI-10-3( HETI-10-32 Hurricane E and sealed b 4. Laboratory c Engineering Seda, P.E. 5. Laboratory c HETI-08-2( and HETI-C 01/15/08 thr 6. Laboratory FTL-3364, 12/11/01 ar G. OTHERS 1. Notice of Series "H approved c CATIONS ance No. 16-1117.01 issued to Kuraray.America, Inc. for their kclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring :ance No. 17-012.05 issued to Eastman Chemical Company (MA) Clear and Color Glass Interlayers", expiring on 05/21 /21. :er of conformance, complying with the FBC 6'1 Edition (2017), dated , 2017, issued, signed and sealed by Thomas J. Sotos, P.E. .Pr of no fimgncial interest; dated 05/20/10, signed and sealed by Thomas (Submitted tinder NOA No. 12-012 7. 09) )mpliauce letter for Test Reports No, HETI-10-3047, HETI-10-3048, 19, HETI-10-3049I, HETI-10-3050, HFTI-10-3051, DTI-10-30528, 53, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, 2, HETi-10-3224, HET-10-3225 and HETI-110-3226, all issued by gineering & Testing, Inc., dated 11/09,110, 03/23/11 and 04/25/11, signed Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) )mpliance letter for Test Report No. HETI-10-3251, issued by Hurricane K: Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- (Submitted under NOA No. 11-0705.10) )mpliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, 45, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A -2116B, issued by Hurricane Engineering &'resting, Inc., dated ugh 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) )mpliance letter for Test Reports No. FTL-3097, FTL-3098 and ,1 issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 01/28/02; all signed and sealed by iu's Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) ,cceptance No, 17-0222.14, issued to Lawson industries, Inc. for their 8700 (Flange -Frame) Aluminum Horizontal Sliding Window - L-M.I." 04/13/17 and expiring on 04/11/12. E 7 3 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.17 Expiration Date: April 11, 2022 Approval Date: February 01, 2018 M1AM17DADE MIAMI—DADE COUNTY, FLORIDA "W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv 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 deterniined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door (Steel reinforced)— L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (L.MI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2, sheet 5 and sheet 8. 2. See pocket installation detail in sheet 11 and notes 915 and 416 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E--5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "B dated 04/15/15, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-I1-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-124053 and HETI-12--4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NO.A No. 12-1204.12) 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 an Aluminum Sliding Glass Door., prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all sued and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-120412) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Zj Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041, dated 10/12/12, signed and scaled by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 4. 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3291, dated 07/15/11 and HETI-I1-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked --up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-- 3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous,'VOA No. 12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1. TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL -3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14--0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlaver", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kurarav SentryGlasG Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. lsha4 I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlasO Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlavers with PET Core" dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 1.4-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) & FPVC 7200- 75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. (Submitted under previous NOA No. 12-120412) 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3270, dated 05/16/11, 14ETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11- 3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-I1-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-I1-3269, HETI-41-3270, HETI-11-3272, HETI-11--3272,HETI-11-3274, HETI-11-3275, HETI-11--3291, HETI-11-3292, HETI-I1-3307, HETI-11-3313, HETI-11-3314, IIETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. Isifaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11 3271, HETI-113272,HETI-I1-3274, HETI-11-3275, HETI--11-3291, HETI-11-3292, HETI-11 3307, HETI-11--3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under previous NO.4 No. 12-1204.12) 5. Proposal issued by Product Control, dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. (Submitted under previous 1VOA No. 11- 0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, hic., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL3493, dated 06/24/02 and FTL3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E. Note: This revision consist of editorial changes of FBC 2017 (6 h Edition) code compliance. B. Test 1. None. Ishaq It Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-4 l-4""aull 1141a UD" Mra, XL91— NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/1.8. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol S Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15--1201.11 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6" Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: �h/�- �" `�� I2- DATE: l� LC —I 2" (Name) ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back t M' hones Village Building Department to continue permi ' S. 7 Signature: TURE) PERMI� K INITIAL:�a— RESUBMITTED DATE: 2 12 2_I PERMIT CLERK INITIAL: ,4-- , PERMIT ADDRESS: 94 NW 95TH ST PARCEL: 1131010340090 Miami Shores, FL 33150 APPLICATION DATE: 05/17/2021 SQUARE FEET: 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM EXPIRATION DATE: 11/13/2021 VALUATION: $7,000.00 CONTACTS NAME COMPANY ADDRESS Contractor RICARDO CABRERA RC CONSTRUCTION & INVEST, INC MIAMI 33175 RICARDO CABRERA RC CONSTRUCTION & INVEST, INC 12700 SW 40 ST MIAMI, FL 33175 Owner GARCIA IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 GARCIA IMMOBILIEN LLC 7602 NW 2nd Court Miami, FL 33150 REVIEW ITEM STATUS REVIEWER 1. Building Requires Eliezer Palacio email: PX@msvfl.gov Re -submit v.1 -Not Resolved Correction: General Comments: -NEED TO SUBMITAPPROVED N.O.A. FOR ALL DOORS, WINDOWS, MULLIONS AND UPDATE SCHEDULES TO REFLECT THAT INFORMATION AS PER F.B.C. 107. Corrective Action: Type Comments here v.2 - Not Resolved Correction: General Comments: -NEED TO SUBMITAPPROVED N.O.A. FOR ALL DOORS, WINDOWS, MULLIONS AND UPDATE SCHEDULES TO REFLECT THAT INFORMATION AS PER F.B.C. 107. Correction: General Comments: -NEED TO SUBMIT N.O.A. FOR DOOR WITH FLORIDA APPROVAL. Corrective Action: Type Comments here Correction: General Comments: -SHOW LACTION FOR CASEMENT WDW. & SINGLE HUNG WDW. Corrective Action: Type Comments here June 10, 2021 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 PERMIT ADDRESS: 94 NW 95TH ST PARCEL: 1131010340090 Miami Shores, FL 33150 APPLICATION DATE: 05/17/2021 SQUARE FEET: 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM EXPIRATION DATE: 11/13/2021 VALUATION: $7,000.00 CONTACTS NAME COMPANY ADDRESS Contractor RICARDO CABRERA RC CONSTRUCTION & INVEST, INC MIAMI 33175 RICARDO CABRERA RC CONSTRUCTION & INVEST, INC 12700 SW 40 ST MIAMI, FL 33175 Owner GARCIA IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 GARCIA IMMOBILIEN LLC 7602 NW 2nd Court Miami, FL 33150 REVIEW ITEM STATUS REVIEWER 1. Building Requires Eliezer Palacio email: PX@msvfl.gov Re -submit v.1 - Not Resolved Correction: General Comments: -NEED TO SUBMITAPPROVED N.O.A. FORALL DOORS, WINDOWS, MULLIONSAND UPDATE SCHEDULES TO REFLECT THAT INFORMATION AS PER F.B.C. 107. Corrective Action: Type Comments here v.2 - Not Resolved Correction: General Comments: -NEED TO SUBMITAPPROVED N.O.A. FORALL DOORS, WINDOWS, MULLIONSAND UPDATE SCHEDULES TO REFLECT THAT INFORMATION AS PER F.B.C. 107. Correction: General Comments: -NEED TO SUBMIT N.O.A. FOR DOOR WITH FLORIDA APPROVAL. Corrective Action: Type Comments here Correction: General Comments: -SHOW LACTION FOR CASEMENT WDW. & SINGLE HUNG WDW. Corrective Action: Type Comments here June 10, 2021 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 ORES �ttt-9 fjO RiDP' PERMIT ADDRESS: 94 NW 95TH ST Miami Shores, FL 33150 APPLICATION DATE: 05/17/2021 EXPIRATION DATE: 11/13/2021 CONTACTS NAME Contractor RICARDO CABRERA RICARDO CABRERA Owner GARCIA GARCIA PARCEL: 1131010340090 SQUARE FEET: 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM VALUATION: $7,000.00 COMPANY ADDRESS RC CONSTRUCTION & INVEST, INC MIAMI 33175 RC CONSTRUCTION & INVEST, INC 12700 SW 40 ST MIAMI, FL 33175 IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 IMMOBILIEN LLC 7602 NW 2nd Court Miami, FL 33150 REVIEW ITEM STATUS REVIEWER 1. Building Requires Eliezer Palacio email: PX@msvfl.gov Re -submit v.1 - Not Resolved Correction: General Comments: -NEED TO SUBMIT APPROVED N.O.A. FOR ALL DOORS, WINDOWS, MULLIONS AND UPDATE SCHEDULES TO REFLECT THAT INFORMATION AS PER F.B.C. 107. Corrective Action: Type Comments here 1 � . �. t� t� �•b�c w/ fI•v.�� N.o.'1�1. .7 May 27, 2021 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 NOREg C ES I L�Nr�U �ZO RIOP' PERMIT ADDRESS: 94 NW 95TH ST PARCEL: 1131010340090 Miami Shores, FL 33150 APPLICATION DATE: 05/17/2021 SQUARE FEET: 224.00 DESCRIPTION: ADDITION, FLORIDA ROOM EXPIRATION DATE: 11/13/2021 VALUATION: $7,000.00 CONTACTS NAME COMPANY ADDRESS Contractor RICARDO CABRERA RC CONSTRUCTION & INVEST, INC Owner RICARDO CABRERA GARCIA GARCIA MIAMI 33175 RC CONSTRUCTION & INVEST, INC 12700 SW 40 ST MIAMI, FL 33175 IMMOBILIEN LLC 94 NW 95 ST MIAMI SHORES 33150 IMMOBILIEN LLC 7602 NW 2nd Court Miami, FL 33150 REVIEW ITEM STATUS REVIEWER 1. Building Requires Eliezer Palacio email: PX@msvfl.gov Re -submit v.1 -Not Resolved Correction: General Comments: -NEED TO SUBMITAPPROVED N.O.A. FOR ALL DOORS, WINDOWS, MULLIONS AND UPDATE SCHEDULES TO REFLECT THAT INFORMATION AS PER F.B.C. 107. Corrective Action: Type Comments here June 01, 2021 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.cjov Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection is for the verification of conformance with Product Approval (NOA). Ackn ledgement: Qu ier/Owner Signature Date Print Name For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01282021 'windows Doors Shutter Checklist Page 2 of 2 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.gov Windows / Doors / Shutter Checklist Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) Copy of Miami -Dade County BORA Approved wind load chart, or generic wind pressure calculations or site specific calculations signed and sealed by Florida Licensed Engineer. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY ON SINGLE FAMILY HOMES OR TOWN HOUSES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS IN EXPOSURE ZONE "C". WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Rev01282021 Windo�,,a Doors Shutter Checklist