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WS-17-2075 Permit NO. WS-8-17-2475 Miami Shores Village Permit Type:Windows/Shutters ... tr 10050 N.E.2nd Avenue NE � Irorlk Classification:Window/Door Replacem F �" Miami Shores,FL 33138-0000 Per I" Permit Status:APPROVED FN ,,9 Phone: (305)795-2204 �ORLDp' Issue Date:8117/2fl17 Expiration: 02113/201$ Project Address Parcel Number Applicant 53 NE 102 Street 1132060131660 Miami Shores, FL 33138- Block: Lot: LYDIA AMADOR Owner Information Address Phone Cell LYDIA AMADOR 53 NE 102 Street MIAMI SHORES FL 33138-2322 Contractor(s) Phone Cell Phone Valuation: $ 18,457.00 COLBERT INC (786)344-6463 _—----�� _..re _. Total Sq Feet: 0 Type of Work:DOORS AND WINDOWS REPLACEMENT WITH Available Inspections: No of Openings:20 Inspection Type: Additional Info:DOORS AND WINDOWS REPLACEMENT WITH Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $11.40 DBPR Fee Invoice# WS-8-17-64899 $4.50 08/17/2017 Credit Card $50.00 $298.40 DCA Fee $4.50 Education Surcharge $3.80 08/17/2017 Credit Card $298.40 $0.00 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $348.40 In consideration of the issuance to me of this permit, I agree to p orm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, stat ments or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by eith r yself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,E O ,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ac to and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named co t for to do the work stated. August 17, 2017 Authorized Signature:Owner / Applicant / ContraTr / Agent Date Building Department Copy August 17, 2017 1 ; i f!' fie'7 r�. , 1 a t � ( r ...� _..��..._...� ._. — —— _ _ Z f N Miami Shores Village 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 S FBC 2a�I BUILDING Master Permit No. V v S - 20-9"5 PE MIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5,9 N/ /oa/' e City Miami Shores County: Miami Dade zip: 33/38 Folio/Parcel#: f/ � Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: amNee Simple Titleholder): L SI D i es i-�A oo 112— Phone#0325) 507"6529 Address: 5 ) N )O 2 City: H A M a 'L,>-tom 2. 5 State: Zip: Tenant/Lessee Name: �`-�� Phone#: (J�� Email:L,/diA CONTRACTOR:Compar6A4A ame: 10/5 IAC ' Phone#: Tay/ 3/1r 003 Address: 25. 5 o 40y1 City: �! P� Stater Zip: -1.7 Qualifier Name: �/`V Phone#: State Certification or Registration#: Cr)G 16-1.\9(164 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ys� Square/Linear Footage of Work: Type of Work: El Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition' VMVOWs f �QC�►2�M wi g a l� � OLt /S�'r/ Description of Work: e/tit.✓ � � �l� (/ ?00a Specify color of color thru tile: Submittal Fee$ Permit Fee$ r� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 0 (ReVised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 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 aft building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectionfie ill be urged. Signature Signature WNER or AGENT ONTRACTOR The foregoing instrument was a cnowledged before me this The foregoing ins ument was acknowledged before me this `dray f 1— U of 20 L:,by 0 day of AL)G�U 2011,by o is personally known o �A-T—A EP is personally know me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: J 6A Sign: Sign: Print: Print: le Noisry PubMe StaN of FloAda Seal: . ' NoWy SnM of:267 W Seal: Ma Acosta+41? Magay AcostyMy�Co�mmisfbnOG 0JNMy C0nvrAsWw GG 08f08f2020 0 '?a Ezpi►es08I08r1020 �U / APPROVED BY // Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �s ,g1�RES Miamishores Village Building Department son 1112MM _ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 NW Tel: (305)795.2204 Fax: (305) 756.8972 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 wl genre :" I V Qualifier wner Signature Date Print Name ACCREDITED ®, bertINC. C, EBB. BUSINESS Certified General Contractor CGC 1512466 Better Business Bureau August 16, 2017 State of Florida County of Miami Shores Villages I Before me this day personally appeared Rafael Giampetruzzi who, being duly sworn, deposes and says: '"That he would be the only person working on the project located at 53 NE 102th ST Miami Shores FL 33138." RAFAEL IAMPETRUZZI (Contract r / Colbert INC) Affirme and subscribed before me this 16th day of August of 2017 by ��fa� i Personally Know Or Produced identification Type of identification produced .N NNEMYCommKisslonGG019267 e of Florida . d° G 019267 arV. 0 � agaly Acosta Notary 2525 Ponce de Leon Blvd..Suite 300 Coral Gables Florida 33134 Phone 1 844 888-COLB emailJsilah(@colbertinc.com www.colbeifinc.com g1'►OR�S �xc rsj2 (' Miami shores Village gens Building Department artment Tem♦ 10050 N.E.2nd Avenue ORIUp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 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: 1. 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: 4 Owner State of Florida County of Miami-Dade 1` The foregoing was a owledge before me this/6 day of I'� ,20/ By G1 a w is erso�Iyown o me or has produced as identification. Notary: SEAL: �YJ e N NelarY Public State of Florida Magay Acosta MY Commisslon GG 019287 ExPifeS 2020 "S Iq 5 COMPARASION CHART *Opening Design Pressures VS. Component design pressures taken from NOA's f`1i RECEIVED *Galcuhations as per FLORIDA BUILDING CODE,2014 chaW(Aach'M) ASCE 7-10 WID CODE AUG 17 1017 175 MPH WIND CODE Property:53 NE 102th ST Miami ShoreQ"O( LOAD TABLE FOR WINDOWS TOTAL SQ.FT 441.64 OPENING OPENING COMPONENT WIDTH HEIGHT DESIGN DESIGN COMPONENT DESIGN(NOA) MARK DESCRIPTION WIDTH DESIGN(NOA) ZONE APPR.# INCH. INCH. PRESSURES PRESSURES - PRESSURES - +psf psf PRESSURES+psf psf 1 HR XOX 111 63 48.56 36.1 65 -65 END 14-0908.14 2 HR XOX 111 63 48.56 36.1 39.6 65 -65 INT 14-0908.14 3 HR OX 37 505/8 13.01 40.4 46.8 65 -65 END 14-0908.14 4 HR XO 37 505/8 13.01 40.4 46.8 65 -65 END 14-0908.14 5 HR XO 37 505/8 13.01 40.4 46.8 65 -65 END 14-0908.14 6 HR OX 74 505/8 26.02 38.5 46.8 65 -65• EN" 14-0908.14 7 FD 24 793/4 13.29 40.4 40.2 76 --4G.... I T. 14-0909.0- 8 8 CS 37 505/8 13.01 40.4 40.2 59 -590000 INT 14-0=Q4.�Q: 9 FIXED 1103/4 18 13.84 40.4 46.8 68 6$• •. Ell". . 14-0908.18• 10 HR OX 74 63 32.37 37.5 46.8 65 EN 14-0 4• 11 FD 714/7 793/4 39.63 36.7 46.8 76 -Zfj'..' END ' 14-0908.07. 12 HR OX 361/4 62 15.61 38.5 46.8 65 -6S•••• END 14-0908.84 13 FD 36 83 20.75 38.5 40.2 76 -76 Ilpj� • 14-0908.07' 13A HR OX 60 371/2 15.62 38.5 40.2 65 -45 . AT 14-0408.14. 14 FD 33 793/4 18.28 38.5 40.2 76 -76 INT • • 14-0908.07 15 FD 311/4 793/4 17.31 38.5 40.2 76 -76 INT 14-0908.07 16 SH 191/8 383/8 5.10 40.4 40.2 80 -80 INT 16-100301 17 HR OX 37 505/8 13.01 40.4 40.2 65 -65 INT 14-0908.14 18 HR OX 37 505/8 13.01 40.4 46.8 65 -65 END 14-0908.14 19 HR OX 74 1505/8 1 26.02 37.5 46.8 65 -65 END 14-0908.14 20 FD 385/8 1843/8 1 22.63 38.5 40.2 76 -76 INT 14-0908.07 Window type descpription: HR Horizontal Rolling Window FD French/Outswing Door CS Casement Window. SH Single Hung Window FIXED Picture/Fixed Window RAM� /� p�MS ENGINEERING., I.N.C. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE LDESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior &Exterior Zones (485 -Walls). Positive Pressures - 3P lCs ¢lwKk: 2rM� 6 Exposure C For the 175 ' mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 .30. 40 50 60 (Maximum) 15 , Piso 40.4 38.5 37.5 36.7 36.1 35.7 20 40.8 39.7 38.9 38.3 37.8 25 2R5o .44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2- 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures •••••• •• •••• • Ex osure.0 For the 175 mph Wind Zone CATEGMY 2 ' Effective Wind Area or, Tri utary Area) in SltImrd,Feet""' .... ' Height 10 20 30 40 'S0": 09660: Maximum -1.10 .-1.05 -1.02 -0.99 "'• ' -q,96 15 ; 3.8 , -42.0 -40.9 -40.2 49.fi •- 9.1 •••• • 20 -46.4 -44.4 .-43.3 -42.5 41.9. '-41.4 :••• 25 -48.4 -46.4 -45.2 -44.4 -43.8 413 ' 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 '-52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square,Feet Height 10 20 30- 40 50 60 Maximum :1:40 -1.29 -1.23 -1.19 -1.15 -1.13 15 ' ,(-54,1)-' -50.4 -48.3 -46.8 -45.6 -44.7. 20 -57.2 --;53.4,, . -51.1 -49.5 -48.3 47.3 25 -59.8 -55.8 -53. -51.7 -50.4 -49.4 a 30 -62.3 -58.1 -55.7 -53.9 -52.6 '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 . 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 1 -60.6 -59. Length of End Zone a : 10% of least horizontal dimension or .4 h whichever is r 9 O but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height i f e . NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT OOF MIAM1•QADE MIAMI-DADE COUNTY Eml PRODUCT CONTROL SECTION r' 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.aov/economy Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County ProdUf control Section that this product or material fails to meet the requirements of the appIicable�uiiC!1wg code"' This product is approved as described herein, and has been designed to comply �t�14e Florid •) eildingi • Code, including the High Velocity Hurricane Zone. 0..;.• 0 • DESCRIPTION: Series "3200"Outswing Aluminum Casement Window—L.Apt••• ;• • APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 O utgw�n impact Ca�ernen 0 0* 0090* Window", sheets 1 through 07 of 07, dated 07/27/08, with revision "C" dated%425/14, prep&d by...... manufacturer, signed and sealed by Thomas J. Sotos,P.E., bearing the Miami-Dade4ewmty Product Control .' Revision stamp with the Notice of Acceptance number and Expiration date by�he'N4ami-Dade.Count0000 9 }*...:. Product Control Section. . ". . IM ...... MISSILE PACT RATING:Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted . herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.20 M"I-D®� Expiration Date: March 04,2019 'Slf 7,2014 Approval Date: November 2 c-t Pagel Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07,titled"Series: 3200 Outswing Impact Casement Window", dated 07/27/08,with revision"C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Air Infiltration Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI,QA;102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, alloda ted 07/l0=,9§igned... and sealed by Candido F. Font,P.E. (Submitted uAtWOA #gR-4840.08) •• 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 2U?W` 0 "0000 2) Cyclic Wind Pressure Loading per FBC,TA•J�D7 94 •. :.... along with marked-up drawings and installation diagram of* s"Es 3200•6fifswing.... aluminum casement window, X configuration, w/5/16'1•aan. Lei • glas9.:.•` 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-08-2Y=?IETI-0$--2104, 0 0 • HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08;2131$,• Ai•datery• 07/10/08, signed and sealed by Candido F. Font,P.E. •..` ... :" (Submitted under NOA #08-1020.08) •• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.T.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer" date /11/13, ex firing on 12/11/16. Jaime D.Gasc ,P.E. Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED f , E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 14-0423.1.7 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12--0127.21) •••• 4. Statement letter of no financial interest, dated 10/01/08, signed:and'sealed V'1homas**;: J. Sotos,P. E. 000000 0.. . 0000.. (Submitted under NOA No. 08-1020.08) *00:00 • 0000.. 5. Laboratory compliance letter for Test Reports Nop's••HETI.Q$-.%Q99A,• dated 07/10/08, HETI-08-2102A, dated 07/10/08, HEW-M-2097A, dated'0 o• 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-2MAo:datecl•0a3/,1:0/08, . HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/t".HETI-08-2101, •� dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2702$ dated 0 0/08,•••••• 0007h�0 . HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/t0/0.R,.HETI-08-2104,:.0..: dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2fd6, -dated Idw1b/08, HETI--08-2125, dated 07/10/08, and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window - L.M.I., approved on 03/06/14 and expiring on 03/04/19. Jaime D.Casco ,P.E. Product Control Section Supervisor NOA No. 14-0908,20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 ANCHORS1 12 1 2• (A) 3 AT FRAME HEAD (MAX.O.C.) (C) 3 AT FRAME SILL b' ANCHOR CLUSTER ANCHOR CLUSTER CID 5 AT EA, FRAME JAMB A Al (MAxJ��L ANCHORS: SEE DETAIL #4 AT ANCHORS, SEE ➢ETAIL #4 AT cbRRs) (A) 6 AT FRAME HEAD SHEET 7 OF 7 (A) 6 AT FRAME HEAD SHEET 7 OF 7 ICS•) (C) 6 AT FRAME SILL (FRAME Sill_ TYPICAU (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) e' (D) 4 AT EA. FRAME JAMB' A (� PI� (D) 4 AT EA, FRAME JAMB' A Al (TYPICAL i to 38 _ cbRr ks) 38 — - -- (MAx.) AT CORNERS) 6 �—�Q� I Mox1;D.LO� th / ' I (MAS.) I (Mm. I 1 I� �`. E Al I A! Al I = 1 / o n 30i 5/8" �I /. 5/8* I .�. 1n _ ///—-- o g _____ =f:'T. W x--9ija. Witl =— _=�:I— m 1!O- 9 e W 8 El j/ P Dl L� t 7/i/ r L i u V i U n L \ 'i I) N d' J o ' Ly^ BrUckCf 101 M p ]-6 J po i ' p\ i' m Qo Mid-sport. d m x` N •,B - N ^ m "",' �� Y I� \:j m / it ice., ; j 6' 25'OC. (MAX.) I (MAX. B '' end. EXT.6 INT.FALSE COLONIAL ) I (wX4 25.O.C. 1 (. ritr�,, xed Bracket b' (MAX.)( MUNTINS ARE APPLIED W! 37' ��e111111 74. at B atfralrl Fix d ( '1)74E- 25"O .(MAX-) W/SILICONE AND ARE WINDOW FRAME WIDTH WINDOW FRAME WIDTH Ute Comers) WINDOW FRAME WIDTH I AVAILABLE AS OPTIONAL. "X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION E%T.L INT.FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET 6 OF 7) MUNTINS ARE AAPPED W/ W/SILICONE q41 LIARE AVAILABLE AS OPTIONAL. S SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS I General Notes: s • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR y 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. d REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC•, REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCT RrVISED I ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND as—u:lymswiltsiliaFlorid. f TO BE REVIEWED BY BUILDING OFFICIAL. B:InHngCodc l 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. F"azyte�'�Ah' 6.) SEE SHEET $5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR •• *00 • • • • • •• E Zo1q MAX. DESIGN PRESSURES. • • • • • • • • • L/ / 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • • •• • • • • •• A";;sa;lAlk Aidtztl er. o1 (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL& NOTES) S • •>•,aa„Nerd ••IS • A•ReMsll to Com w/2010 FBC T Tj�� J�j B.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO -,11 �p/, r r 1 d 8501 N.W. 90 ST. I CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS �'�' e.Remi oAe Revision m eneel b&sot 7 MEDLEY.FLORIDA 33166 , OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 - - •'_''"nR INDUSTRIES, INC. PH No.(305) 696-8660 { �4i ZL] C.Review to Com w/2014 FOC MANUYACTURRR OP QUALITY ILVIUNRI(YMWVS AND CUSS ODORS 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE •:,i • •• • 1-Close sere eesee regia CeegmT,e r ri../rwr Ihre sy r: R.vwo,.r: ; 10.) FRAME SNL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAMEz • • • • N0A BLr WINDOW 3200 LCNa 0e-01 AND TO BE LOCATED WITHIN A +/- 1/2•TOLERANCE. •;F'._ • •: c+.•s e} Dw.Dom.' TOTAL OF ANCHORS.REQUIRED AT SIL TO BE THE SAME AS FRAME HEAD. ; ,:y; T'•t7r t;L„ • .N. NOWO 07/89/OB Series: 3200 Outswing Impact Casement Window 11.) SEE SHEET M 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATION DETAIL. "' ••-y��-'� � "' N.•€RAZO 08/26/14GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO Or OX) 12.) EXT. & LNT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/ SILICONE •• ;G;p(+T,(�'.iys� R„oew,c..•o smy, e+oa,,,l ay me„rr; P--V DATE__d Li{u31 t� C CASEMENr3200-0e14OA-01 L3200-0801 1 OP 7 i has•••+•.- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 5/32' ALL P,T, WOOD BUCKS 1 5/32' 1/4' TAPCONS W/ ENGINEERED SEPARATELY EDGE # 14 S,M.S. or WD. SCREW W/ .: ° ° - 1 1/4' MIN. CONC. �S+TANCE & TO BE REVIEWED DISTANCE 1 1/4' MIN. WOOD EMBED o' (EDGE, = ° EMBEDMENT I BLDG. OFFICIAL <TYP. '+'- \ .•pp;. msrnMCE ° v - ° p _ _ ° ALL WOOD BUCKS ° t t4ENGINEERED SEPARATELY 47 N. EMBED.} - � STUCCO + & TO BE REVIEWED STUCC❑ METAL LATH (BY OTHERS) Y 43BLDG. OFFICIAL (TYP.) (BY OTHERS) STUCCO '-Rtia 43 47 47 1 1/4 (BY OTHERS) 50 1 1/4" 50 f, + (MIN. EMBED. (MIN. EMBED.) 2X WOOD BUCK ANCHORED TO CONC. 1/4' MAX. TO BE P,T. (TYP,) SHIM SPACE PERIM. CAULKING BY OTHERS 1 - 2X WpOD 15 17 (TYP.) 17 EXTERIOP. GRADE 17 BUCK (TYP.) PERIMETER CAULKING 1/4' MAX. 15 BY OTHERS 1 ALL WOOD FRAMING SHIM SPACE (TYP.) ENGINEERED SEPARATELY 15 & TO BE REVIEWED 24 ' (A1 1 BLDG. OFFICIAL (TYP.) �2 1 22 23 17 11 / h 16 16 16 18 18 5 5 !' 5 21 18 42 _ 49 12 16 48 I '. _ 2 2 x EXTERIOR INTERIOR EXTERIOP, " INTERIOR EXTERIO INTERIOR 4 2 13 Ai 51 13 14 51 J W J i! GLASS' 12 16 48 i a 12 16 48 !84249 N 28 1121 25 18 21 6 116 D 16 16 O24 27 f 17B 117 17 18 40 15 10 15 j 10 29 10 SHIM,SPACE EXT, GRADE 1/4' MAX. 17 17 _ SHIM EXT. GRADE PERIM, CAULKING PERIM. CAULKING 15 — <TYP) (TYP.) a 22 23 6 T t. 2X WOOD I STUCCO ;_'`' 24 'a' ao ;,, : BUCK (TYP.) 1 1/4 ' (NW.EMBED.) (BY OTHERS).``±" '�"' A. °. 1 1/4' 50 EXT. GRADE 50 i:' `.:"'!' d (WIN.EMBED.) "r 'a PERIM. CAULKING I • (TYP.) 44 ;iir;? 44 44Ix r 2X i METAL LATH, STUCCO ,+"• • ••• • • • • • P.T. WD. BUCK AND EXTERIOR GRADE ' '` • • 2 3/4'EDGE DISTANCE j 2 3/4'EDGE DISTANCE SHEATHING (BY OTHERS) 2 3/' DGE•D S AN • N.Yy LA WS ON fR0- ? • • to Com w 2010 FeC •• ,y. _ :;- T -F • 6501 N.W. 90 ST. WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR - x,14; • y'•°o PH N...FLORIDA -866 i '):`•, B.Renewal and Ravis'ron to sheet 5 dt 6 of 7 I MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. •tst � INDUSTRIES INC. PH Na. (305)696-8860 • u `� "� ' .D 5-6225 '• C.Revised to Co w 2014 FBC MAMUFACTURSR OF 9UALIff ALURTNUM MNFDOMS u QUSS DO"S s:un rlE witll tBe,Fi '1f6 1*�' www aa.,: nre cL.r nea oaWe'r: Sw vmr c rr.e lW^^n 1: RMMon I: ANCHORS NOTE: spa 7�a, • '• • ••} . ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR ^'-':�`A'�``'''•� �G� 4v • • Noy ASSEMBLY WINDOW 3200 ,L•NM ofi-01 •m • • O: D.w waw., j 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC. -^"' 202 • mer • 1<?'• � 0 04/27/06 Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • + •1� J •�f' SF °e1•iiie VERTICAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) "' • '�i :1 • y��` �.E1AA20 06/w/u ..Li,-a xf i J31..t.^.;i.^,1 ••• `3• {- ri STT: ,a �.wlw.twwt srr• neem iW.+e.. AElfTr: DATE_/�* '� ^+� C cASEle3trs2oa-O6Nw-o1 L9200-0801 a OF 7 f i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OVERAL_ FRAME WIDTH STUCCO (dY OTHERS) PERIMETER CAULKING EXTERIOR i OVERALL VENT WIDTH ._ 15 18 7 8 18 15 DAYLIGHT WIDTH 7 1$ 15 350 g 39 8 3 `: s_:;; o .•. 4: 21 12 16 48 12 16 48 21 v 13 13 n W rm tir GLASS GLASS 43 ° -4 49 ` W�a� _WH a FIXED VENT OPERABLE VENT - - 1.1 M 14 51 18 I 51 14 19 < TAPCON (MI BED.) 18 (Wy.Eu9Eo.) 0 20 INTERIOR i 42 47 17 11 1 17 16 16OE1 17 16 17 17 47ALL WOOD BUCKSS O v ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) STUCCO BLDG. OFFICIAL (TYP.) OVERALL FRAME WIDTH P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) MUST SUSTAIN IMPOSED LOADS I/4'MAX. PERIMETER CAULKING v RAL N WIDTH 1+;"- -'1.I"r; SHIN SPACE PERIMETER CAULKING „...t 15 18 7 DAYLIGHT WIDTH 8 37 18 15 15 18 8 3 38 39 36 3 ' 3 21 y. EXTERIOR EXTERIOR 21 12 16 48 21 12 16 48 13 GLASS u v 33 34 43 ' - - 43 N A 43. ' GLASS .. 35 A v p ftv _ -OPERABLE VENT L�!T/A,CON 4 y4 —14 51 (J11 / ED.) �TAPCON 1 1/4' 18 18 14 51 (WIN.EM9ED.) (WN.EMOEO,) 1$ o 2 42 INTERIOR 42 41 2 v 20 21 35 P T� 47 21 47 47 11 D 1 17 16 INTERIOR 17 17 16 16 17 e 17 yr aux. ALL WOOD BUCKS PRODUCT RBViSLD v � Y "` D /'� 32 ENGINEERED SEPARATELY Juvda'SCod-, H��s � Wl ""' 9 TO BE REVIEWED C;c_pLx QDN QI O8e BLDG. OFFICIAL (TYP.) m D08-20 •• ••• 31 • • • s • •• • •.,.'r°'••:•:K,• • • • • %u.�'0t F3zde TTSkt3Li Cbnttol ` • Rem L� WS®1 V ! •_,� 1 '..• d to Comp w 2010 FOC •• A Al .�'`;: 8501 N.W. 90 ST. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR w+"+`�°• �'�� °o e.Renewol antl Revialon to cheer 5 Ai 6 of 7 MEDLEY, FLORIDA 33166 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. b5225 ND T—T STR I PH No. (305) 696-6660 '*_ C.Revisetl W Com 2014 FOC AUNUFACTURn OP QUAL"7 AUWW=PL OOIB IND 66633 DOORS ANCHORS NOTE: x:` �• ••• • • stow ww cea.y s.oyw.¢ mm ay...•••0: a.w. 0, • .�, 1 Y DOW CN -01 ANCHORS CONS or TO BE I2 SMS APPROVED CONC,FRWS O NTTOD, ORCONC ., • '°•'< �FASTENERS >G�,{ti •N.• Oa...07/27/00 Series: 3200 Outswin Impact Casement Window WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR ~`fid^ ,� •` S:�y;D'� A�^dIe' • �RAzO ea. /_/_/14 x/14 HORIZONTAL CROSS-SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) • YY 4`..�y�� j • • e'".';I" A�uWn t.»t s..m n.dm D wP f CA sEUENTDzoo-oeNOA-ot 1.3200-0601 s as 7 •. t 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM $DWG. NO. PART NO, QUANTITY DESCRIPTION REMARKS ITEM WG. NO. PART NO, QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 UI-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE 2 L-3002 UI-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16' INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB-HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 1 4 L-3002 UI-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CLIP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SEE ELEVATION I FRAME/VENT ASSEMBLY SEALANT * 6 L-3004 I UI-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION1 FRAME INSTALLATION CAULANG EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL-HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 LII-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 8 L-3004 LII-119 2 VENT SIDE RAIL-LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 U1-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 LII-116 AS REQ'D. IN-POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 z 1 1/4" FH./PHIL. SOS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3" L.) EXT. GRADE BACK BEDDING 50 8 X POST W-POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 LII-113 AS REQ'D. FIXED LTTE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) TO B WINDOW FLANGE BY E APPLIED BENIN➢ 51 DC-899 AS READ. GLAZING SEALANT - SILICONE * 12 L-3010 U1-7708 AS READ. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM wI INSTALLER (TYPJ ALL WOOD BUCKS 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PJC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS READ. GLAZING SEALANT - SILICONE FACE CAULK & TO BE REVIEWED BY OTHERS (TYP. BLDG. OFFICIAL (TYP.) j BUCK (TYPJI 15 L-3012 LI-110 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL '.jll 16 L-3011 LII-133 AS REQ'D. GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM 17 L-3013 12� CORNER KEY PER FRAME # 12 S.M.S. or WD. SCREW 18 1-3013 8 CORNER KEY PER VENT * i W/ J 1/4' MIN. WOOD EMBED 0 19L-3013 4 X POST CORNER KEY PER IN-POST i 1/4' 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS MIN. EMBED.) 21 8 VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS WINDOW FRAME \ --- 22 2 X VENT 4 BAR 90' HINGES - STD. & N.D. * E 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. EXT, GRADE BACK BEDDING _------_ I 24 1 X VENT VENT OPERATOR - DUAL or SINGLE READ. HINGE MOUNTING SCREWS X110 X 1/2" P.H./PHIL. B EXT. GRADE PERIMETER TO BE APPLIED BEHIND (� CAULKING NOT BY WINDOW FLANGE BY 25 1 'LAWSON INDUSTRIES', INSTALLER (TYP.) 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL. SDS TO BE APPLIED BY �!-�1 - 27 1/ OPER. STAINLESS STEEL 'C"TRACK OTHERS (TYP.) -- `--EXTERIOR GRADE 28 2/TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL. SDS PERIMETER CAULKING 29 1/ OPERATOR STUD BRACKET CONNECTOR STUCCO DR EXTERIOR FINISH BY OTHERS (TYP.) BY OTHERS (TYP.) 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2' F.H./PHIL. SOS - OMETAL LATH, STUCCO 1/2" AND EXTERIOR GRADE 31 1/VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS FRAME PERIMETER CAULK DETAIL 2 WOOD FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE. PRODUCT REVISED 34 1 X LOCK POINT TIE BAR NYLON GUIDES SEE MULLION APPROVALS FOR ,comyiy ag wika6o i'oriGa CONCRETE OR 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. 8 kNOTE TYPE, SIZE AND MAX. '-u!ts:zC'c9.c //1�G�t ��77 P.T. w00D RESSURE CIMITATION5.4%:eP`^ uPi° `"'v6 36 1/ LOCK KEEPER (ST. STEEL) BY OTHERS <TYPJ -'{�_'. _1'L`-' Z�2 21 ER PRESSURES OF <-- 9 37 2/ KEEPER KEEPER MOUNTING SCREWS 3 17 CASEMENT WINDOW, OR L�y ----; 38 L-3014 4 SNUBBER 6063-T5 ALUMINUM SHALL GOVERN. •• 000 • • • • • 039 2/ SNUBBER SNUBBER INSTALLATION SCREWS #8 X_1/2" PH SMS 7i Ii4' MAX. 7,` •• ~ �� 7 I ®1 7 I SHIM •• sj •A Revisft to Comply w 2010 FBC • , � 8601 N.W.90 ST. i .M.S. X t ACIN L. B.Renewal and Revision to sheet 5&6 of 7 MEDLEY, FLORIDA 33166EV. FOR SPACING 55225 ": RIES INC. PH No. (305)696-8660 C.Revised to Comply w 2014 FBC MIRDPACWMA OP QUAUTY ALUAaNu F ILNDOWS IND CLASS DOORS 1/4" : 5t / CMd O�07S�rW/Ye4L(MIN.EMBED.) •••:�`�' • • NOA Y NOOW B 1 5/32' PERIMETEFRAME • '��a awa o.w EDGE SEALANT 3A • •��.�='=�e • • • N MWO 07/27/08 Series: 3200 Outswing Impact Casement Window DISTANCE • • ,t i.\'0� .e ek seh RwrYK s ALTERNATE ANCHORING AT SII L BULLION ATTACHMENT DETAIL • •• • • • N*t�Azo oe/z6/t4 BILL OF MATERIALS LIST AND DETAIL L�wl s..a: sv.ewet Mh+a. 4resr.: r�swv w,wweo: rA..c 1 ••BATE+--`� �.�:..'. � c GSEMENY3200-o6NOA-01 I.3200-0801 s OF 7 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1 ^t 5/16" LAMD•IATED GLASS COMPOSITION - TYPE A 12 { .�, ...'- ,...`. �: • Flan.. FrarmWindowGlazedwith . . ITEN DEBCIQPTTON nVAIL j __.._..-3200 Impact Casement Window ___ Glass Type"A" GlassType'V pass Type"C' Glass Type"D" Glass Type"E" I l/B•ANNEALED GLASS 13 i Confi umbon:'X" 5116"Annealed Glass 5n 6"HS.Glass-PVB 5116"H.s Glass SGP Ins"Arnealed Gass 11n6"Annealed Glass 2 0.090'PVP INTERLAYER o , Size Width Height Anchors DP+ + + + + Butaclte PVH by DUPONT or } -,-_ „ ----- 9. ._ O �(-) �O �(-).. �(_) ...�'1-1 --�'1 ) �(-) �(.) saflex PVB by Easawn Clsenkat Co. } a3N0• .,. ._.._.._ Code (in) (in) HeadfSlll Jamb p3f paf psf py ps{ W- p .... ..P - ..._ -DP(-)p _ 3 1/B'ANNEALED CLASS 12 19.125 26 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 i 5 to LAMINATED GLASS COMPOSITION - _TYPE-D^ 14 W 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 j FrEN DescRIPnON DETAn N 15 19.125 63 2 5 %0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 9/16 W 1 1/8'HEAT-STRENGHTENED GLASS GLA ING ETE 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 T 2 0.090•PVB INTERLAYER a � H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Savtex PVB by Eastnan ClYnkol Co. ; Tao• 5/18" laminated Q H33 26.5 38.375 3 3--59-0 59.0 70.0 82.0 70,0 820 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENED GLASS *INGBITE O H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 H35 265 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 700 73.0 70.0 73.0 5 16 LAMINATED GLASS COMPOSITION - TYPE C O H36 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 s rrEM DescRIP11oN ➢ErADU 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8'HEAT STRENGHTENED GLASS 23 37 38.375 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 z 0:090'INTERLAYER nI E- � 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 i SentryGlass lnterinyer by➢uPoni 3' 1/8'HEAT-STRENGHTENED GLASS { 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - - - - - - 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 2030 24 36 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 i 7 18 LAMINATED GLASS COMPOSITION - TYPE D ) rreu DESCRP11ON Dsren• 7/18"Laminated 2050 24 60 2 5 59.0 59.0 1 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 j 1 3/16'ANNEALED GLASS 8' __- 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER aaz .ter =-_ _`� 1613 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73,0 SofRex PVH by Eastnan Cbenkat Co. { a.m' W 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 700 73.0 3 3/16'ANNEALED GLASS W 2640 30 48 3 1 4 59.0 59.0 70.0 82.0 1 70.0 82.0 70.0 73.0 70.0 73.0 N 26W 30 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0Ix + 11 18" LAMINATED clAss coMPostTtoN TYPE E J 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 trent D1aCM11IoN DElwrl _- ,_-. 2820 32 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8'ANNEALED GLASS0 2830 32 36 3 3 %0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER La' :_� 14 O 2840 32 48 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 East-PVB by EastC"Ncat Ca. } .� v4. 2 2850 32 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3 1/8'ANNEALED GLASS j' -'-'- 9/16 2860 32 72 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 u ---- At ING BITE I 4 1/4' INSULATED AIR SPACE ' .va• __--_-= 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 i 5 1/8'ANNEALED GLASS { 03+0 11/18" Laminated/Insulated 3030 36 36 3 3 59.0 59.0 70.0 82.0 70.0 62070.0 73.0 70.0 73.0 1I 3040 36 48 3 4 59.0 59.0 70.0 82.0 1 70.0 1 82.0 1 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 1 3050 36 so 3 5 59.0 59.0 70.01 82.0 1 70.0 1 820 70.0 73.0 70.0 73.0 DETAILS 3060 36 72 3 5 1 59.0 %0 70.0 1 82.0 1 - i t PRODUC'.i'REVISED I �3 Wmd;;yAnB wltA fate Plmifla a,�i++rf� yw.-� 9/� 00 0*0 • . . . . . . 9 • • .. • ay Id 417, A to w 2010 FBC $C 66rI r« 8501 N.W.90 5T.LA WS ON i B.Ren<wol and Redman to sheat 5 of 7 MEDLEY,FLORIDA 33186 No 25 225 NDS TT I,IE , INC. PH No.(305)686-8660 �� C.R.6-d to Co fy 2014 FBC AuNUFIOTuAcA a/QUAM77 ILUYDITIIf IDFDOVS AND cuss DOORS j •• ' * lG • • • aww 1'fua• �cle.r nee nweNAe sw4/Yo4c TMe wCNww<•/: s..4.rew c y ^- • •LL'a• NOA ASSEM6LY WINDOW 3200 OA OP-01 ' -•, • r- •..lj m•O..t.i.sv:• nd.a1awv d `..M • r •',,,a. 1t E d 077/00Series: 3200 Outswing Impact Casement Window _ �' �' •e'""d°y GLASS k DP CHARTS AND GLAZING DETAILS FOR "X" UNITS r1'61�io • '• K • • °a0 /06 x/14 saW: nai,e<aV-1/ual.n DnwRp Y.uNm BANG i DATE Y_ "e 9 •t' C CASEMENT3200-OSNOA-o1 L3200-0801 5 or ••• • • • • ••• • • • • ••• • • •• •• • • • • • • ••• • • • •• •• _ 4 5 18' LAMINATED GLASS COMPOSITION - TYPE A FLame VMinDlaw gazed with ` IT-K nESCBUT'IaN DETAIL 32001R1pdCtC85B1T10t7tV1filtdOw_ GlassType"A". Glass Type"13' Glass Type"C' Glass Type"D" Glass Type"E' 1 1/8'ANNEALED GLASS "' "^ "' {-;�"--_'^ A�/� "- /y y�7/� 0.090'PVD INTERLAYER .._ 13 Configuration."X/A',"XV'Qr"Wl' 6116"Annealed GW9 6/16"HS.Gass-PVEI 5/16"NS.Gm,9I3P 7/16"ArnealedGtss 11H6"Ammied Gass 2 Dutoctte PVD by DUPONT or 'f a�o•�- Stze NRdlfi _FIe19ht- Anchors „EIP(+) OP(-) DP(+) DP( DP(+ Tip/ ,�pl+ DP( + Soflex PVB by East-Chenlcal Co. _. __ _ -�,« ^/y-^^ .-._. "'t-�_=`_) T,_)_.__'.�.`.� _..`.'_'1-).._ �(..).. _ �(�__ 3 1/8'ANNEALED GLASS -__ _. on) on) HaadfSill Jamb PSf PSf PSf pA pd psf -2L- Of PSf PSf co 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 620 70.0 Tao 70.0 73.0 W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6 18 LAMINATED GLASS COMPOSITION - TYPEB 14 51 N 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 ITEM DDETAIL 9/16 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGHTENED CLASS GLA ING ITE 32 53.125 26 4 2 70.0 70.0- 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 2 10.09'PVB INTERLAYER ' 5/18" [aminated 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 Saflex PVB ply East"nn Chenlcal CoT UNN, 3 1:8'HEAT-STRENGHTENED GLASS g 34 53-12.5 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 48 M 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5 IB LAMINATED GLASS COMPOSITION - TYPE C 13 V D22 74 26 6 2 70.0 70.0 70.0 73.0 70.082:67- 70.0 73.0 70.0 73.0 I'6N DESCRIP N DETAIL D23 74 38375 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8'HEAT-STRENGHTENED GLASSL DMA 74 50.625 6 4 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 730 2 0.090•INTERLAYER ,oaarre D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 SentryGlass interloyer by DuPont I � &34D'q ` - - 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3 1/8'HEAT-STRENGHTENED GLASS 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 14 51 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 9/16 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 7 18 LAMINATED GLASS COMPOSITION - TYPE D" GLA ING ITE W 4020 48 24 4 2 70.D 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 I'EW DESCRIPTION DETAIL 7/16" Laminated IV 403D 48 38 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 3/16'ANNEALED GLASS N 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 2 0.090'PVB INTERLAYER ,er• .............. 16 13 Q 405D 48 60 4 4 70.0 70.0 70.D 73.0 70.0 820 70.0 73.0 70.0 73.6 SaFtex PVP by Eostrwn meelaal Co. a.. J 5020 60 24 5 2 70.0 70.0 70.0 73,0 70.0 820 70.0 73.0 70.0 730 i 3 3/16'ANNEALED GLASS G 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.6 70.0 73.0 0 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 11/16- LAMINATED GLASS COMPOSITION TYPE E --________ 5050 6D 6D 5 4 70.0 70.0 70.0 73.0 70.0 620 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DETAIL --- _=- 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8'ANNEALED GLASS 6030 1 72 36 6 3 70.0 70.0 70.0 73.6 1 70.0 1 821 70.0730 70.0 73.0 2 0.090'PVB INTERLAYER + __-___-_. - 14 51 6D40 72 48 6 4 70.0 70.0 70.6 73.D 76.D 821 70.6 73.0 70.0 73.0 SaFlex PVB by East wn the"Kal co. v, 6050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 1 820 1 70.0 73.0 70.0 73.0 1 3 1/D'ANNEALED GLASS - I 9/16 3 4 1/4'INSULATED AIR SPACEf GLA ING BITE 1 5 1/e'ANNEALED GLASS 1 a�.o• 11/I6"Laminated/Insulated t LAMINATED GLASS TYPES GLAZING OPTION DETAILS pappCCT'RF.VESa. _cxa.^iY:r�wtk bee F!arida •• ••• • • • "_�:"gar��: � 9 3 _• •• • • • • • !Sit'1I3aL=.FIt''G%z CG7,Tc1 � • I,F��•tee • •. • A.42W.. T I • A. •I w 2010 FSC T�/ -1 "(r1�'•: yy /��/T 8501 H.W. 90 5T. ��' ✓ "•0�•'° B.Renewol and Reviaton to sheet 5 a 6 of 7 LA I I S®- - MEDLEY, FLORIDA 37166 N 5225 INDUS IES, INC. PH No.(305)696-8660 i ':..• • •S Revised to Comply w 2014 F8C MANUPACTURIR OR QUILIPY A)AIRNOY IIA'DOIFS AND OLSS DOORS S _•n • '• • • ersr CWu PM Clow Int CaYse7e BMyYa4a f4:w Mlww:"N e.wcow I: •:(y^�• ASSEbeLr WIIaOW 3299 LCNDA 08-01 T F.•:R � a""'• 16. n.I.mjz"i7Da Series. 3200 Outswing Impact Casement Window 1{` • '�ti. -•T •<,, `1fr e.,e..n aem �la f ••• A� /r,, da• • �, d• GLASS d< DP CHARTS AND GLAZING DETAILS FOR "M-OX-XO' UNITS a re.+R t.w•t • 6 Da vVAMENT3oI • • 0 0 • • • • • 000 0 •• •• OFRAME IN-POST RAIL VENT wvt 1---1 218 Ir3003 I ASSEMBLY SCREWS I ii IIS' WPI. 1.a35 4" 4" L _ I ' 6063-T6 ALUMINUM P.H./PHIL.SMS t/4' j OFRAME HEAD I .os2 4„ 2ASSEA Y x FPVS L-3001 P.H./HIL.SMS ' 1 _- VENi RAIL 6063-T6 ALUMINUM 1a 2.250 __ 0.062 2.312 __ r _ .. _— __--_----_ .062 0.062 I ...._.._ 17 .062 t8 .062 t 71 1.It ANCHOR CLUSTER z1 (HEAD/SILL TYPICAL) 1 VENT JAMB 4.797 FRAME JAMB -- 5 6 7 8 INPOST ANCHOR DETAIL FRAME CORNER DETAIL e 121 t.a7s VENT RAIL CORNER DETAIL WO 2 3 4 VENT RAIL FRAME IMPOST 0.062 L-3004 SEE MULLION APPROVALS FOR T FRAME SILL /JAMB 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. ' 93 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 2.250 x,062 2(02 1/4' MAX. L SHIM .062 0.062 rAE .S. X 1 1/4" L. . FOR SPACING FRAME SILL 2.399 0.888 i TEEL IN CONTACT WITH I BE PAINTED OR PLATED. STRUCTURES: --0079 47FRAME SHEAR PLATE 03ao R ALUM. 1/8" MIN. THICK) L-3007 —� EEL : Fy = 36 KSI MIN.6063-T5 ALUMINUM I 0.120 ASSEMBLY SCREWSt 215--.J UMINUM : 6063-T5 MIN. 4- 10 x 1 t 41 231 P.H./PHIL. SMS PERIMETER OOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER SEALANT 3B 38 L-3014 I 0.377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS i0 FRAME SILL ANCHOR CLIPs7o O94 iL-3005t L-3006 FIXED LITE MOUNTING BRACKET ,,"itODUCT REVISED 6063-T6 ALUMINUM as complying with ttx Florida i 08adn,g COde .28 0.094 Alp cceptanec No 0168 6063-T6 ALUMINUM 0.070 •• ••• • • • • • D �bL / 2.794 .478 � •,,,• • • • • • •�• vlitlsi Dad,^.ProducT Control 12 GLAZING HEAD 16 GLAZING BEAD 48 GLAZING BEAD 6'2�d !• A Reacse to conlpl w 2010 Fec TS ON]�T 5/16" Laminated 11/16" Insulated [aminated 7/16" laminated -�. L 1 �/ fi5o1 N.W.90 Si. L-3010 or L-7708 / / M B.Renewol one Rensbn m sheet s k 6 a 7 MEDLEY, FLORIDA 33166 L-3011 or LII-133 L-3009 or LII-159 a NDLTBTRIE IN PH No.(305)696-8660 j 6063-TS ALUMINUM 6063-T5 ALUMINUM 6063-TS ALUMINUM C.ReAeed to Comply w/2014 FBC MAMMACYTI"A Or pfLLrrY ALD J7MAf IFDr 1 AND CLASS D xs ••• •: 3 • Draw tte.c rat r1e�: —nW.nF s.Naree.e itm.6.A,..we. 0.050 p Ll • N04 ASSEMBLY MN 7200 LCNOA 06-01 o80t o3s1 osis osOl, °0s° _1 • �� 0 �`w" �.$uZo °i"o'�av o6 Series: 3200 Outswing Impact Casement Window 0 26s • • > • A 8 x/14 EXTRUSION CROSS—SECTIONS, & ASSEMBLY DETAILS .688 0.050-1O.68B 0.115 0.688 I 1 -7;,:� s;5.: a.wr,. • se.m nwe..e nd nn., ENT3 DATE___ C rwsEua+nzo0�-01 L3200-0801 7 or 7 j • • • • • • • • • • • •• •• • • • •• •• 000 0 • 0 000 • • MM®D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 r BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction . materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdicWh. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dad;.Qeupty Product Control Section that this product or material fails to meet the requirements of the applicable hw"ng cdcj,q••• • This product is approved as described herein, and has been designed to comply•wAr the Florida Buildigg • Code, including the High Velocity Hurricane Zone.- ••••• :" DESCRIPTION: Series"SH-7700(Flange Frame)" Aluminum Single Hung j�' c�gw—L�M.I.• . APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 S'itigl-hung Flange Fraena... Impact Window", sheets 1 through 5 of 5, dated 05/27/09, with revision C d0d:CT21/16, phepared by •� manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami-Dade County Prod&lt Conttdr••• Revision stamp with the Notice of Acceptance number and expiration date by.tbe Niarn Dade Couiit}i..: 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. 14-0908.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. INIAMI RADE COUNTY NOA No. 16-1003.01 �� ,.••. �� Expiration Date: December 27,2021 Approval Date: December 15,2016 l I Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r ; A. DRAWINGS I. 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 1 through 5 of 5, dated 05/27/09 with revision C dated 09/21/16, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Report Noy HETI- 09-2530A and HETI-09-2530B, dated 03/02/09, signed ant sealed by*Candido OF.!-:• Font, P.E. (Submitted undez lYOA No.-.V�La706 09)•'.• 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading VAWBC TAS 202-94. • 2)Large Missile Impact Test per FBC, TAS 202=94 :.••:• :••••: 3 Cyclic Wind Pressure Loading per FBC TA$X03-94'*761 ••••• along with marked-up drawings and installation diagram of au•alulninum si4:1e nuM..• window, prepared by Hurricane Engineering & Testing, Irp-ali Test Reports No... HETI-08-2003C, HETI-08-2004A, HETI-08-2060A & B= HETI-08:206M &•B;•:• HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2000.• B, dit id 03/15/04.. signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08.0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 b)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 Man el erez,P.E. Product Co r Examiner NOA No. 16-1003.01 Expiration Date: December 27,2021 Approval Date: December 15,2016 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. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. . . .... ...... F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`h EdAW6(201+4).Axl of no �;• financial interest, dated September 30, 2016, issued by nwmiifaeturer, signed aad .... ...... sealed by Thomas J. Sotos, P.E. • 2. Statement letter of no financial interest, dated 05/28/09, *e4 by manufacturtt; . signed and sealed by Thomas J. Sotos, P.E. (Submitted undexVOA No. 11-A705.0•�•• 3. Laboratory compliance letter for all Test Reports No. HETI-Vjrj0A& B,-issued by.' Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and%eale4 h3;GMdidb••.• F. Font,P.E. (Submitted undl'r.NQA No•Q9-0706.49} 4. Laboratory compliance letter for Test Reports No. HETI-08-2003C, HETI-%X- 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. 14-0908.10, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window—L.M.I.", approved on 11/06/14 and expiring on 12/27/16. Manuel P E. Product Controler NOA No- 1U6- O3.01 Expiration Date: December 27,2021 Approval Date: December 15,2016 E-2 w 4B' 53.125' 53125' INSTA_LATIDN ANCHORS: VlADOV FLANGE FRAME WIDTH WINDOW FLANGE FRAME WIDTH INSTALLATION ANCHORS� WINDOW FLANGE iRAME VIDTH h 3 (A)4 MAX.AT FRAME INSTALLATION ANCHORS. (A)4 MAX.AT FRAME HEAD (B)YONc PER FRAME 133/4 (A)1 MAX.Af FRAME MEAD 10 15/16' (B>NONE PER FRAME SILLC>FRAME JAMBS(SE /� MA%.D.C.1 (B)NONE PER FRAME SILL MAX. O.C. nI (C>FRAME JAMBS(SEE SHEET N4I A MAX.3OC.� 6- O A 9C2 (_ (- (C)FRAME JAMBS(SEE SHEET Y4) Z 6• c p O (AtCORNERS 6 rg - �')m v> 6• rypr 1 6'MAX.-(MAX. ® �) Mo. D.L.O. Width ALL CORNERS -:43 9 1G ;; ` N a V d ri 10 I/4 ______x / _On I✓ /��i a /��i �'� p J O ! O > Z MAX. ABOVE o II ak a� '✓� N �'dMEETING RAILS : ID 7/16 _j IMA%.A30VE MOx.iU.L.O. Wldtli � ___MOnD.L.O. 'Nithp MEETING RAILS i � N8 11/16" ="48 11 1B� y o0 f a. g G. Z E- o AT o 2!E "` 6'MEETING j y ; I MEETING Q a g L > om ¢a I RAILS I 6 RAILS U Ko aw I _ T — Cz. �] > 9]/B" F_ .tea_ �a �> MAX. BELOWv E ?4i -' :0 3/4' �' E Q O MAX. BELOW i � c c MEETING RAILS MEETING RAILS /, X ____ " _ �___ MAX. BELOW _____/rAc_ _/,�C/�L z O / p [NG RAILS //i� ,-)/�I _ I y Z + ! Oa 6•Mnx. -- -- --1 "w"T > MAX. i I O L.0 _j -X: Y WT.FALSE COLONIAL C` " 1 w EXT 6 INT.FALSE COLONIAL _ MIINTINS ARE APPLIED W/ lJ W 4)000' -_.52.;5. -_—_ _� I�---_52.1:.'5- __.._ A+ (Y MUNT7N$ARE APPLIED W/ VINDDV BUCK WIDTH WINDOW 2-.*.K WIDTH 'f/ SIL ICC.NE AND ARE "� µ( O O I. WINDOW BUCK WIDTH h W/ SIL_ONE AND ARE AVAILPBI.E A$ OPTIONAL. (.q U C K C AVAILABL-_ AS OPTIONAL. 48X 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION N -1 nO'. • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO [AADS OV SHEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 5) I a (LIMITED TO (AADS ON SHEET 4 OF 5) 2 General Notes: SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME A w L) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS - _ OF THE 2014 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANL INSTALLATION ANCHORS----i—� I WINDOW FLAHCEA YRAME V'IpiH ZONE VELOCITY (HVHZ) AND ASTM 1300-09. 'PHIS PRODUCT IS IMPACT RESISTANT. (A).1 MAX.AT FRAME HF,.L ( NONE PER FRAML SILL 13 J/4'(SHUTTERS NOT REQUIRED) I _ m CO)(C)FRAM[JAMBS(SEE$BEET Ila) MAX. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I '4 RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS „(*1'Plcu Ar � � OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. ` ALL CORNERS - = o 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES Mo, D.L.O. w. th ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE lq 9 5/8' ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND s IMAX.ABOVE TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINAITI) CLASS YN �� B �� - s E i Z TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE 7 1 LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEET �(3). 6' MEETING 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. I RA'L 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND CLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. 06• � -----------�' •• •/ ,./ Job 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE <•• AMAX• I py•• /'_•--•--1. 4 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED • "PETIT RAT_ :- ••✓ (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) •• ••• •• I 0/: •� iROOi1CT REVISED Tnz,O �%t�'� �'�3 WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, ''`s`'"I9S'IM8 with the Florilb •oN ee°�r',(�•° ' °•°°•• SECTION 11.3.3.3. 6 Buildin8 Code rn n l<`° ° MA%. A-xptMW hwb 16-fo �.� I7.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS • ••• "wtipe( " � -:sAM4 Ci „`i` 43k 123 MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED • • ' • • ••• • r WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. $ INT.FALK CDI6IAL• •• • u B, YTrleloclC BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNTINS ARE•PPL IED / • • • Miar)(i W/ SII ICDN'F•AND ARE•• — -• �.12� Det P,ot (_ TO THE ENTIRE MULLED SYSTEM. AVAILABLETION • I+ •• WINDOW BLS( DTH• 13.) SEE SHEET k 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. `i�� " 000 EQUAL LITE ELEOVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. (LIMITED TO LOADS ON SHEET 4 OF 5) aezl „:C 0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPEON W/ 1 1/4" —NIA SM.S. V/ 1 1/4" ALL WOOD BUCKS ENGINEERED SEPARATELY MIN. LN BE DMENT INT ❑ CON(. g T❑ BE REVIEWED BY BLDG. OFFICIAL (TYP.) M[N.EMBEDnENT INTO WOOD. LAM NATED GLASS .PT WOOD BUCKS (SEE ELEVATION AT SHEET al (SEE ELEVATION A7 SHEET MI 24 FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSOv INp. (o O (n MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE O QE 1 1/8' MIN. _ 23 BEDDING COMPCUND e C z Z —EIIGE'DiSTuNCE 20 `� 6 12 INTERIOR T 1/4' TAPCDN 1114114- p m q 1 ° a ° A 11/4' MIN. ^ 1g MIN. EMBEDMENT ITO CONC. n,o y F h °EMBEDME °Q ° (SEE ELEVATION AT SHEET M NT l FOR MAX. FASTENER SPACING) O_ V a ` O W N -- - W _ a Q � zo � 3 z 1 I/4' IN. 1'L 72 I/4' MIN Z = 3 F A £�.¢- MBED4 N _. - ------- -----— 1EMBEDMCNT 0 0 O C U 1 1/8" MIN. an d m o ------ -.._ z , EDGE DISTANCE W N o EXTERIOR GRADE - - --- 3 rn PERIMETER CAULKING 1 _ ^ z 0 O 16 143 LB • ` d U O SILICONE ADHESIVE EXT GRADE EXTERIOR BEDDING COMPOUND CAULK O E" EXTERIOR GRADEJ Q p E PERIMETER CAULKING - 7U N WINDOW FRAME WIDTH LAMINATED GLASS F� O C 24 �. _ I' MINI M14 SM.S. W/ 1 1/4' 1' MIN DEE DISTANC MIN.LMBEBMENT INTO VODD. �`— WINDOW INSTALLATION NOTES I, V INTERIOR <SEE ELEVATION AT $IIE[T p; DGC OISiAN' .MEETING FUR MAX. FASTENER SPACING) 1. THE WIN FRAME FLANGE T3 BE BACK-BEDDED W/ AN EXT w O Z Q RAILS t8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 1d I-1 r, V; L) EXTERIOR EXT. GRADE EXT, GRADE BY WINDOW INSTALLER (TYP.) VI F cl CAULK ' CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW =RAME TO ai E- Z' W E /\ 11/4' MIN. BE SEALED W/ AN APPRDVED EXTERIOR GRACE CAULK 'H 6 1, > 'F I HI 1 EMBEDMENT BY OTHERS (TYP.) x3 4 9 5 O AI • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR A ? W MASONRY IS LESS THAN 1/8". SHIMS ARE NOT REQUIRED C 3 r 0 ANCHORS NOTE: z U) g zB L e t7 �- ANCH(1RS T❑ BE alt SMS OR WD. SCREWS INTO WOOD, OR 1 t 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., 1 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR i 79 CONC. (REFER In LOAD TABLES AT SHEET 4 OF 5 FOR 3� � --, 1 QUANTITIES REQUIRED) c , s 8 25 E o c p 6 28 at if O 14 � 11 14 EXTERIOR GRADE 2 ;,I7 • • • • ! ! • • ••! ` PERIMETER CAULKING IUB 2 1/4' MAX.•• •� ••� '• • • • ` 3 SHIM • • ••• ! • • • • • • • TYP •• •!• •• • • • •!• PRODUCT REVISED (Az O5•'•.. "3�/i6�,.i pial ita the Fl(Irrde yO:(4 0 ,L ,.• y °a CCCPtw.ND 16-I ' a .y r� o iTyL#y�'ay�t ° ° nG e a a • • ••• • ••! • ! FAflm Dmt 0 y U•�W l7 e_Y, , ` n ° EXCAU RK DE •• • • •• • • •!• • • lim)i P,.d&ctGwtr ••! •• •• • • • i BY OR 2 BY • ••• • ! w VOOD BUCK ,��Fs •t^.• )' O ••• • i • ••• • • ! • • • • i • • • • • • • • • • • • • •• •• • • • •• •• MIN. EMBEDMENT TNTC WOOD. 24 11 (SEE ELEVATION AT SHEET PI 26 y 3 FOR MAX, FASTENER SPACING) INTERIOR 6 6 23 SNIh SPACC � � 3§ 'SII(CONE OPTIONS': NOT FIN r NOT Bx LAVSIINSH INDUSTRIES.INC. O Q now CORNING 999 SCHNEE-MOREHEAD 7731 _ ______________________________ TREMCO SPECTRUN 2 M h GLAZING DEPTH E%T,GRADE BACK BEDDING Z5 ZI N TO BE APPLIED BEHIND O b Q Z o LAMINATED GLASS COMPOSITION - TYPE 2 WINDOW FRAM rLaHGE BY o O 0. 2X 2% INSTALLER(TYP.) 5 O.OJ O e 'x"' 1 ITEM OIA94 DESCRIPTION DETAIL IANINATE DESCRIPTION 3 .M_. ~ 0 I I/B'aNNEALEO GLASS 4 __� _-_-_ _ Z W a Y y 2 0.090'PLAT iiC INTERLAYER � ___= SaTLEX PVB by '- '-'_----- O -_ a�.o-7 `°�` F. LOCK_(LATCH AND SWEEP) OPTIONS 0 Z i a 3 I/9'ANNULLU lLa1S WEATHERPROOF V5 .a MOISTURE BA RIC - N O_ BY OTHER <IYP. fD�d jfu7j 1 1/4' MIN. _________ __ ___ I BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE W 0 o LAMINATED GLASS COMPOSITION - 'TYPE 3 nBEDMENT ______ _ _ __ LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. RBY CLASS DESCRIPTION I - DETAIL IAYINAT6 DESCRIPTION 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED o n t !/B'ANNEALED CUSS RPIT7 ____-_ FOR USE ON ALL WINDOWS. -1�1--1- -_ iK wv� .. SENTRYGLAS by [y 2 0.090'PLASTIC INTERLAYER �F — -_-� A,,,erKa,Ing. "� ~` '« EXTERIOR 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT Q ] :/8"ANNEALED GLASS E%l.GRADE PERIMETER CAULKING NOT BY ` 'Z LAWSON INCUSTRIES', TO BE APR_IED BY OTHERS LAMINATED GLASS COMPOSITION - TYPE 4 C I JAMB (TYP.) ITEM GLASS DCSCftIPT10N DETAIL LAMINATE DESCRIPTION C%: W 1 1/8'ANNEALED CLAS$ I ________ STUCCO OVER METAL LATH NA'LED TO p' Irl a=�.1 BUTACIiE PVB by E%TERIOk GRROL PLYWOOD SHEATHING Dr-'1 zGO 2 0.090'PLASTIC INTERLAYER I I _'_-_�Kurwra Anerlca,Inc. TO BE SPECIFIED BY ARCHITECT OR C.C. W Go °.r= (F%TFRICR FINISH BY OTHERS) j Tn 6. ] 1/B'ANNEALED GLASS I s_ NOT BY_AWSON INDUSTRIES.INC. WOOD FRAME INSTALLATION DETAIL o z e LAMINATED GLASS COMPOSITION - TYPE 5GO REN CIASS DESCRIPTION Q DETAIL 111NATE DESCRIPTION ALUMINUM MLLLION ] Z I p I 1/e'nEwr-S rRENW r[NED GLASS BUTACITE PVB by SEE MULLION'APPROVALS FOR D 12 X 3/4' SO.S SEE MULLION APPROVALS FOR / -______�jE - -= ---�KVrarR Inc. FLAT HEAD, PHILLIPS. AND MAX. 2 D.09C'PLASTIC INLERLaYER JJJJ y w"er„a, --- AND pN0 FASTENER SPACING) ~ MILLLION TYPE, SIZE AND MA%. MULLION TYPE, 512E A DESIGN PRESSURE LIMITATIONS. DESIGN PRESSURE LIMITATIONS. ] IIB'HEAT-SiRENGH TENED GLASS I CScr ELE VAT AND z (ALUM 0.078'MIN. THICK) DP TABLES FOR QUANTITY INTERIOR NOTE: THE LOWER PRESSURES OF 51NG�E e rRc)iP THE LOWER PRESSURES OF SINGLE ii 1/4' MAIC. HUNG WINDOW OR MULL SHALL GOVERN �g A HUNG WINDOW OR MULL SHALL GOVERN SHIM Q 12 5.0.5. % 7 I/4" b\ INTERIOR I - , SEE ELEV FOR SPACING N ; ( �j °rSILICONE U1910NS^ ----- Ii ---_- oDOW CORNING 899 ---- _----- - A SCHNEE-MCREHEAC 5731 TREMCO SPECTRUM 2o I NOTE: - - g GLAZING T.EP TH I EI ALL STEEL IN CONTACT WITH N tl AI TIM TO BE PAINTED OR PLATED 2 n �§ . 2METAL STRLK.IDN_5 W INSULATED LAMINATED CLASS COMPOSITION TYPE 6 i A ° W ITrll CLASS DESCRIPTION DETAIL LAMINATE DE.9CRIPTION I� I -_ _ 1=_ A) STEEL A.= 36 KSI MIN. ® r (STEEL 18 GA. MIN. THICK - 0.048") 1 1/8-HEAT-STRENGHTENED GLASS — ____ __1 B)ALUMINUM 6053-T5 MIN. 2 0.090'PLA"IC INIERLAYER L ® EXTERIOR PERIMETER WINDOW FRAME b+ m ''ff� SEALANT (ALUM. 0.078" MIN THICK) � 3 I/8'HEAT-STRENGHTENED GLASS = =- E"- EXTERIOR E1 5 Aso'/0 - — BUTACI7E PVB by EXTERIOR GRADE. i 4 t/%•INSULATED AIR SPACE I TCB' -=-_- xuroraY Aner¢a,Inc. PERIMETER CAULKING •• ••• • • • • 5 I/e'ANNEALED GLASS � T ® aXu • •• m AT FRAME MUUING DE'L�AIL••� jfEtAL STRUCTURE ATTACHMENT DETAIL INSULATED LAMINATED GLASS COMPOSITION TYPE 7 ••• •• •• ••• •1•j •• ``��,t11e�-�� TI'EM GLASS DESCRIPTION 5 DETAIL LAMINATE DESCRIPTION •• PRODUCTREVISED �'(),1�: '••'�,�`�.A ANNEALED GLA$$ uc�rtlptYin with uw FtnriOR 2 0090'?LRS TIC CIL INTERLAYER I/_ _ ____ SaFLEX PVB by OwIdnisCO& Ate. .(� Cd a C'. 3 V8'ANNEALED GLASS -____ • ••• US JI��JL.. Eastn4n CHenical c AcctplAnOe NO l Cd 4 �1/4•INSULwiED AIR SPACE I 1L' -- - „o- • • • ••• ••• •• J < •:U1 _ FDtIMI[Ili • • • :o 5 1/e'ANNEALED GLASS I 1 • : • ••• • • B 0. 1-.. A ••• • • ••• • • • • • t-1iami All PrOdect Con f • •• • GLAZING DETAILS AND OPTIONS • • �'�� .` zf= :5'° w ••• • • • • ••• • • • • • • • • • • • • • •• •• • • 0%• •• •• ••• • • • • • DESIGN LOAD CAPACITY(PSF)- VIEW WINDOWS W/3H VENTS DESIGN LOAD CAPACITY(PSF)-EQUAL LITE WINDOWS # +/-Pressures(ps1) Pressures(pst) 3 WINDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Glass Type Glass Type Glass Type Glass Type Glass Type Glass Type o o WIDTH HEIGHT Anchors 4 5 6 �� WIDTH HEIGHT Anchors 2 3 4 5 6 7 .n o p Z 19 125 50.625 60.0 80.0 60.0 19.125 26 80.0 80.0 60.0 80.0 80.0 80.0 tD 'n >= 26.5 50.625 60.0 80.0 80.0 26.5 26 80.0 80.0 60.0 80.0 80.0 80.0 n E, 37 50.625 6 60.0 80.0 80.0 37 26 80.0 80.0 60.0 80.0 80.0 B0.0 42 50.625 60.0 80.0 80.0 4 Qo e ¢ w 48 50.625 50.0 80.0 80.0 ` 42 26 80.0 80.0 60.0 80.0 80.0 80.0 0� O 0. _0 a 53.125 50.625 60.0 80.0 80.0 \ \\ 48 26 60.0 80.0 60.0 80.0 80.0 80.0 o e - . 19.125 59 60.0 80.0 80.0 53.125 26 80.0 80.0 60.0 80.0 80.0 80.0 3 4 h o z i 26.5 59 60.0 80.0 80.0 19.125 38.375 800 80.0 60.0 80.0 80.0 80.0 0 o o � 37 59 6 60.0 80.0 80.0 26.5 38.375 80.0 80.0 60.0 80.0 1 80.0 80.0 ,� = 2 a a 42 59 60.0 80.0 80.0 37 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 48 59 60.0 80.0 60.0 42 _38.375 80.0 80.0 60.0 80.0 80.0 80.0 J o 53.125 59 60.0 80.0 80.0 /. 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 2 Z o 0 19.125 __63 60.0 80.0 80.0 53.125 38.375 80.0 80.0 60,0 80.0 80.0 80.0 < U n 26.5 63 60.0 80.0 _ 80.0 19.125 50.625 80.0 80.0 60.0 80.0 80.0 80.0 v a 37 63 6 60.0 80.0 80.0 __ 26.5 50.625 80.0 80.0 60.0 80.0 80.0 80.0 �U < Z vi 42 63 60.0 80.0 80.0 i•/ 37 50.625 80.0 80.0 60.0 80.0 80.0 80.0 Z 48 63 60.0 80.0 80.0 /// j 42 .50.625 6 80.0 60.0 60.0 80.0 80.0 80.0 Z e S z F 53.12.5 63 60.0 80.0 80.0 48 50.625 80.0 80.0 60.0 80.0 80.0 80.0 o, 19.125 74 25 60.0 80.0 80.0 53.125 50.625 80.0 80.0 60.0 80.0 80.0 BO.0 y N o a 26.5 74.25 60.0 80.0 80.0 (�,Adl 8 19.125 59 80.0 80.0 60.0 80.0 80.0 80.0 W Z 37 74.25 60.0 80.0 80.0 26.5 59 80.0 80.0 60.0 80.0 80.0 80.0 .+ ✓s a 42 74.25 60.0 80.0 80.0 37 59 80.0 80.0 60.0 80.0 80. 80.0 a j O a 19.125 78 60.0 80.0 80.0 6 0 y /j�� 42 59 B0.0 80.0 60.0 80.0 80.0 26.5 78 8 60.0 80.0 80.0 / n 6 / 48 59 80.0 80.0 - 80.0 U) r- w 37 78 60.0 80.0 80.0 - D I wo 42 78 59.0 79.0 79.0 53,125 59 SO.D 80.0 80.0 2 q DESIGN LOAD CAPACITY(PS -VIEW WINDOWS W/4H VENTS 19.125 63 80.0 80.0 60.0 80.0 80.0 80.0 W 26.5 63 80.0 80.0 60.0 80.0 80.0 80.0 z �; # +/-Pressures(p5f) // / 37 63 6 80.0 80.0 60.0 80.0 80.0 80.0 Cr WINDOW Jamb Glass Type Glass Typo Glass Type 42 63 80.0 80.0 60.0 80.0 80.0 ao.o g WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - ao.o - 53.125 63 80.0 80.0 g0 0 �' 19.125 59 60.0 80.0 80.0 N o 26.5 59 60.0 80.0 80.0 19.125 74.25 ao.o ao.o so.o 80.o 80.0 so.o 26.5 74.25 80.0 80.0 60.0 80.0 80.0 80.0 5 37 59 60.0 80.0 80.0 �;i eo.o 42 59 6 60.0 80.0 B0.0 37 74.25 8 80.0 80.0 - - _ r 42 74.25 B0.0 ° - 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 80.0 E o 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 80.0 2 2S R a m 19.125 63 60.0 80.0 80.0 '/ 19.125 78 80.0 80.0 60.0 Bao 80.0 80.0 = m //Z / 26.5 78 80.0 80.0 60.0 80.0 80.0 60.0 E i. z 26.5 63 60.0 80.0 80.0 // p g a 37 63 60.0 80.0 80.0 37 7a 8 Bo.o So.o eo.o a 679-0 42 63 60.0 80.0 80 42 78 79 0 0 48 78 71.0 71.0 71.0 48 63 60.0 80.0 80.0 APPROVED 53.125 63 60.0 80.0 1 80.0 CONFIGURATIONS • • • • • • • • • 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE • • ••• • i i•• •• 1 gsttrae' ��rte 26.5 74.25 60.0 80.0 80.0 •• •• • • •• moo: � PRODUCT REVISED yo .�` �� tr„ F�•.;;yt 37 74.25 8 60.0 80.0 80.0 / / /' "� �"1Plyiag w1111 the Florida Building Code cY - 42 74.25 60.0 80.0 80.0 cceptauce tau l(o- I ?U i� '° £ xpiratiM Umc 53.125 74.25 60.0 80.0 80.0 • • • • • • • 91 y 19.125 78 60.0 80.0 80.0 • / j i ��\\ 1iami / 26.5 78 60.0 80.0 80.0 ✓/ • r/• • s • \� s 37 78 8 60.0 80.0 80.0 ••• • ••• • • • i a 9i�4 �, °" ` tt`t. 42 78 59.0 79.079.0 APPROVED CONFIGURATIONS - EQUAL LITE � a 0 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r FRAME HEAD FIXED MEETING RAIL L-7701 L-7704 BILL OF MATERIALS T 01 O IpgA� ITEM # PART # REQD. DESCRIPTION REMARKS O4 I FRAME TOP CCRNER I L-7801 I FIN FRAME HEAD o ¢ g 6063-T6 ALUMINUM m 0 .662 ! 2 L-7802 1 FTN FRAME SILL 6063-T6 ALUMINUM `o e -4 o ^m sp6 06z I 3 L-7873 2 FIN FRAME JAMB 6063-T6 ALUMINUM n ) n 4 L-7704 IFRAME FIXED MEETING RAIL 6063-TG ALUMINUM c.o d o .078— 5 L-7705 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM m 0 ul O 1 L57. 6 L-7706 I VENT BOTTUM (LATCH) RAI 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z J o I Z Z 2.6x1— --I _ 8 L-7708 AS REQ'D. GLAZING BEAD 1 3/8' ) 6063-T5 ALUMINUM o w= 0 a 0 FRPIAE w'n0 m a_ 3 W U rn (ti0tl3-T5 ALUMINUM) (6063-T6 ALUMINUM) 9 FS-006 AS REO'D.I FRAME ASSEMBLY SCREWS 98 X 3/4' P.H. PII[LLIPS FRAME SILL FRAME JAMB 10 FS-040 AS REOC. INSTALLATION SCREWS 914 X 1 1/4' F.H./PHIL C7 1 L-7702 G 7703( 06 Z, 0 69-T5 ALUMINUM 1 I1 L-7531 AS REQD. BULB VINYL WTS'P 1/4' DIA. BULB 93033 O (6063-15 ALUMINUM) �1.2sp-- FNAMe dAMe 12 PWS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187'x.230' I 13 PWS-005 AS REQD. FIN SEAL WEATHERSIRIP .187'x.350' i z o 1..at 14 PWS-009 AS REQD. FIN SEAL WEATHERSTRIP .187'x.310' 15 HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 172' z v x F 16 L-7711 AS REQD. GL A7ING BEAD/ INSULATED6063-15 ALUMINUM �. � w 17 L-4204 AS RED'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINJM - dN C Z m 2643 _ � spp ___� !8 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) W III i9 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) W O F —{F—Bso ¢ L62 _ .062 9,U 20 L-7727 2 BLOCK& TACKLE BALANCE BSI Balance Systens H r-ul F 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 2.713 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL a G�T'e. �.70t r _ _ 23 x AS REQD. GLAZING SILICONE SEE GLA7ING 2 SHT 3 (z m VENT INTERLOCK RAIL VENT BOTTOM RAIL W L-7705 L-7706 VENT JAMB RAIL FRAME slu O 24 M 2 Laninn ted Glnss (6063 r6 ALUMINUM) L-7707 SEE GLAZING DETAILS O �l (eo63-re AILMINUM) O 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLGN 0 l\UJI 7 (N83—ALUMINUM) FRAME BOTTOM CORNER 26 HC-058-1 2 VENI SWEEP LATCH MOLDED NYLON d� —1371--- 27 M 2 FRAME SILL EDAM GASKET SELF ADHESIVE N \ 28 HC-026-1 I SCREEN FRAME E MESH - O 29 1-7730 l PRODUCT LABEL $' a u62 z.000 VENT TOP CORNER 30 2.062 .162 1165 ` ■ _ .062 31 SM-55C4 AS REQD. JOINT SEALANT SM-5504 32 ■ AS —PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL m - z ry � VENT JAMB RAIL t a VENT TOP RAIL L'7708 AZING BEAD GLAZING BEAD •• ••• • • • • • •• CCC i VENT SPRING LATCH GLAZING BEAD L-7539 L-7711 L-4204 • • • • • • • • • ff • • • • • • • • ��:iH1lff!° C' O 16 17 •• • • • • ••• t° ~ • • • • • • • • • �--062 (6063-T5 AT UMINUM i (6069-T5 ALUMINVY) (8063-T5 ALUMINUM •• 000 • • • • •• �� ✓.' ••e ✓/n�i PRODUCT REVISED ti z a5 cNmdyi++6 with tlla Fionda c c ( ! ash _( . � .' ••• S • • • • • EBaailidTMi tulg Code z' + 0d.07': L `•(;o 050 =GG;•,•.• , A,cptw"No JBOB / 030 1013 I ••• ••• • ••• DeO4 NT BBTOA1n1L f I VENT BOTTOM CORNE • • • • By Miam'• . Plvdact 618 466 0 0 6063-T6 ALUMINUM FRAME & SASH CORNER DETAIL , ¢ ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 c BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90..Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and 14S AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurts4r, ibn. RIr�••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade-f,'ounty Produet Control Section that this product or material fails to meet the requirements of the applicablrblMing code*•• ••••:• This product is approved as described herein, and has been designed to compl3r Vitli the Florida Building••: Code, including the High Velocity Hurricane Zone. •••••• ;••••• ••••• DESCRIPTION: Series "HS-8700(Flange-Frame)"Aluminum Horizontal Sudk4 Window-d..M.L.:..' APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 "orizontal Rolli$A Flange':' Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision 08/11/14, prepared;;, by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami�Dade Catthly Product • Control Revision stamp with the Notice of Acceptance number and Expiration'od to:by the-Miami-Didd": • County Product Control Section. " MISSILE IMPACT RATING: Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12-0127.08 and consists of this page I and evidence pages E-1, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-090414 MIAMI•DADE COUNTY /(,(yQ.��"1 Expiration Date: April 11,2017 Approval Date: November 13,.2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. _ (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L87004901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1)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,TAS 202-94 .... along with marked--up drawings and installation diagram o£an aluminlva ltarizo4w... sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuratiorl,•p;apared by-: Hurricane Engineering & Testing, Inc., Test Reports No§METI-10 3049 add•• HETI-10-3051, dated 03/23/11, signed and sealed by Candido.F.Font,P. E. ;••••; (Submitted under previous NOA No. 11-070510) • .... . ..... 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading?tt%BC TA$2V2-94'•.•• along with marked-up drawings and installation diUgra*jV. of 8 �specimens :' of an aluminum horizontal sliding window, XOX (I/4,' I/2, 1/4 .and 1/..;. 1/3, 1/3) configuration, prepared by Hurricane Engineering .Testmg, nc., "F;0t •; Reports No.'s HETI--10-3047, HETI40-3053, HETI-10'*3057, HVr1-10-31 0, • HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11--0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s 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, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, R.E. (Submitted under previous NOA No. 11-0705.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908,14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 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.'s HETI-08-2033, HETI-08-2034, HETI-082035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed anti••sealed by Candido F. Font, P. E. (Submitted under previous NOA No!0B.-II706.O.V.... 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94••• : 000004, •; 2) Uniform Static Air Pressure Test, Loading�i MIC,TA'S 102-94•'•'•• 3) Water Resistance Test,per FBC,TAS 202-94„ ;••••; 4) Large Missile Impact Test per FBC, TAS N 1--94 :••'•• ..... 5) Cyclic Wind Pressure Loading per FBC,TMS•203-94'.•. ; 0.00• 6) Forced Entry Test,per FBC 2411 3.2.1,T4 ,S jo;-94 •• ••'0• along with marked-up drawings and installation diagrard of 3 specimens Of Sala*% 000. aluminum horizontal sliding window, XO configuration, pre'llged by0P`enestratjgq..: Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTIr3098 and VIZ,3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 0.7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 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. 13-0129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to-Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NOA ND.1.2;0127.Q8j 0. 4. Statement letter of no financial interest, dated 05/20/10, signed and sealacl by Thomas- J.J. Sotos, P. E. (Submitted under previolA'1"A No.• 2'012ZOM •• 5. Laboratory compliance letter for Test Reports No.'s H9T j jb-3047, YETI-40--- 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050,OHEXI-10-305'1; HETJ .. 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-185y, HRTJ-j0--31-3A,- HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-70'3225 and IMTI-1V2:' 3226, all issued by Hurricane Engineering & Testing, Inc.,;dated 11/09/lbw 03/2VJX:. and 04/25/11, signed and sealed by Candido F. Font P. E. • :9*0 0' . . ...... (Submitted under previous NOA No. 11-0705.10) ••• • 6. Laboratory compliance letter for Test Report No. HETI-10-3251,•issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08 2035, HETI-08-2036, HETI--08-2037, HETI-08-2038, HETI- 08 2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F..Font, P. E. (Submitted under previous NOA No. 09-0706.05) 8. Laboratory compliance letter for Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted tinder previous NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 124127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal :gliding Window - LMJ.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date: April 11,2017 Approval Date: November 13,2014 E--3 A Al A Al General Notes: o 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE c q REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o o q z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M H o 2.) WOOD BUCKS SHALL DE INSTALLED AND ANCHORED SO THAT THE BUILDING m v U RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE. WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. C 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 y W z (O.C .), AND AS TABULATED ON SHEETS 6, 7, or 8. Z w o A C7 B Bl B B1 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o W= y ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND m o o TO.BE REVIEWED BY BUILDING OFFICIAL. o' 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES j C7 o NOTE: ox `Y-0 TABULATED HEREIN (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE ti Z 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6. 7 or 8). j 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B. & B1'REFER TO SHEET k3 " " y O g, rn 3) FOR HORIZONTAL CROSS-SECTION DETAIIS "C, D. & E" REFER TO SHEET p4 ) WINDOWS WITH GLASS TYPESA, C, OR GINSTALLED ABOVE SOFT. 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TFFMPERED. U A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8. SEE SHEET 9 FOR GLASS TYPES. z i 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON 'XO or OX" WINDOWS. ®~ o N w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XXX" WINDOWS. r UO) c a I1.) SEE SHEET 6 FOR DESIGN PRESSURES ON UN-EQUAL LITE. "XOX" WINDOWS. C/ 1 W q O a 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 11 t• x a 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ S111CONE C[a., p 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED N E\\ D E (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS h £££ & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FRC CHAPTER A x 24 SECTION 11.3.3.3. B Bl 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. H 16.) SEE SHEET N 5 FOR MUI.IAON/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED XOX -Equal Lite �3-1/3-1/31 WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT o NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE N Ng ~ 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. G `5 2 FOR VERTICAL CROSS-SECTION DETAILS "A,A1, B. & BI" REFER TO SHEET p3 16.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET p5 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. Y $ y 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al a v a ie q ••• as i•i i i �•i •• B B1 •• as: •• • • • ••• m 5•'. .''•.�6'"s �•� U. 4. O XOX - Un-Equal Lite U4-1/2-1/4) o NOTES: f' 1 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. • •• • ••• ••• ••• PRODUCT'REVISED 2) FOR VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1' REFER TO SHEET N3 • • • • • • • • m complyingwilh lha Plotida 1' O'C 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET /5 • • • • • • • • • ButldingCodc �, Ca. 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. *as • •• • ••• ••• E�ceplmwN� O1e� ��R�•.(••• ,PP0��` SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW Dy - / n„fill t11,;;++ e APPROVED ELEVATIONS ,Aiaml ade Product Cenllel . ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEST UNIT SIZE: 111"X 83" * 85 3/8' OVERALL FRAME WIDTH TEST UNIT SIZE: 74"X 83" - 74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME WIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH •• (A) 10 AT FRAME HEAD T WO ADDITIONAL ANCHORS (A)8 AT FRAME HEAD TWO ADDITIONAL ANCHORS a Q (14 AT FRAME HEAD IF DP ABOVE 70.0) AT MEETING RAILS (B AT FRAYS HEAD IF DP ABOVE 70.0 REWIRED AT MEETING RAILS p A FOR UNITS VITH DP ABOVE UNITS WITH OP ABOVE (8)(B AT PRAYS AT EA. 91IJ, DP ABOVE 70.0) A Al E SILL •/-70PSF<,TOTAL) q (B) 10 AT EA. FRAME SILL A Al 70PSF(4 TOTAL) �{ (14 AT FRAME SILL IF DP ABOVE 70.0) 7 t• 375' J 5' (C) 6 AT EA. PRAYS JAMB r— u' 4 1/2' 4t{ °D y(C) 6 AT EA. FRAME JAMB HAIL:S.C. r(MAz. T •SEE GENERAL NOTE#3& #4. (uAK•O. rwOc,O.C. n E.-I •, •SEE GENERAL NOTE 13 & i/4. I TI'RCAL AT I mp�x�AT N 0 Imp q Q --- 5'ALL CORNERS) Nl 0 O ,; N N J c' W >f. 0.. .Wid x'-D..O. 'td h Ma��D.L.O. Width 24 8 a+l 4 3 33 I 13 1/I'O.C. Z Y W 13 1/4'O.C. io W O O LO iD Sy r, _ ______ _b J_ _ n �i i� a n I• �I co W S Z � 00 3 d �W-, W = _ Ej = c k w 0 _ /� _-- '- Z- ,/,•O.C. V O W II ! 1/4'U.C. C U W J i1 c% // 13 1/I'U.C. 13 1/4.0.C. C a O o ti j i I' m N L h W =k x a z d ; {___- #, O.C. "� B B l 13 1/4'D.C. B B l �' ® a N s s 14 LLi AN HOR NOTES. E%T,6 INT.FALSE COLONIAL 1.SAME ANCHOR SPACING AT HEAD 6 SILL\ / EXT.L I.T.FALSE COLONIAL 1.SAME ANCHOR SPACING AT MEAD tSILL\ / MX ARE APPLIED W/ MUNTiNS ARE APPLIED V/ 6 2.TV0 ADDITIONAL ANCHORS REQUIRED�J W/ SILICONE AND ARE 2.TV ADDITIONAL ANCHORS REQUIRED V/SILICONE AND ARE II) 1�., 00 ££ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. AT MEETING RAILS FUR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE+70PSF/-75PSF(4 TOTAL) DP ABOVE+/-70PSF(4 TOTAL) ✓ r��n��gs XOX" WINDOW EQUAL LITE "XO" WINDOW EQUAL LITE w P%SE VERTICAL CROSS-SECTION DETAILS 'A,At,B,6 Bl'AT SHEET N3 NOTES, ALN REVERSED.) y TEST UNIT SIZE: 111" X B3" 2.SEF HORIZONTAL CROSS-SECTION DETAILS'C,D,6 E'AT SHEET MS H 1.SEE VERTICAL CROSS-SECTION DETAILS'A,A1,B,L BI'AT SHEET 03 INSTALLATION FASTENERS ojt ill' OVERALL FRAME WIDTH 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,L E'AT SHEET N4 t-( (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL REQUIRED AT MEETING RAILS f A Al FOR UNITS WITH OP ABOVE 5 (14 AT FRAME SILL IF DP ABOVE 70.0) 11• /-70PSF(4 TOTAL) SERIES-8700 HORIZONTAL SLIDING WINDOW (C) 5 AT EA. FRAME JAMB I�NA�;78,jI 4'1-•- �µ 20.C� v u \ *SEE GENERAL NOTE g3 & p4. ---(n�GAI AT FLANGE FRAME ELEVATIONS — L.M.I. 5'ALL CORNERS) I� 'I N � Mo D.L.O.Wid a. D.L.O. idlh 24 3/8" JJ 1 y-- 13 1/4'O.C. v $ U a raj x � WE U 13 1/4'DIC. J O w r p i!/ i o • • • • • • • • +f • •• • • • • • 11111/111/ J .o d ==�k===== �k== v• • •• • • • •s •.N B Bl 13 1/4'O.C. �• ••• ••• ••• PRODUCT REVISED 7 N r • ANCHOR NOTES. ' • • • •. • • • ltii canplyluEw101 Oto FlORde )' 1.SAME ANCHOR SPACING AT HEAR t SILL EXT.6 INT.FALSE COypNIAL NTINSS..ppRE • • • • • • BuOdinii Code APPLIED W/SILICON AND ARE AIIABLE Acl• 2.TWO ADDITIONAL ANCHORS REWIRED AT AS OPTIONAL. Y • •• • • • • AGKPIMcO NO Ogg MEETING RAILS FOR UN17S VITH DP ••• • ••• • • • n Ol0 + ��•• ABOVE+70PSF / -75PSF N TOTAL) "XOX" WINDOW — UN—EQUAL LITE 1.S E�VERTICAL CROSS-SECTION DETAILS'A,A1,B,L BI' AT SHEET N3 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,➢,6 E• AT SHEET NS vlia(nl adO Produ0l Control • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' TAPCON W/ l 1/4' STUCCO OVER METAL LATH NAILED TO 1114 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD <SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. <SEE ELEVATION AT SHEET N2 y i FOR MAX. FASTENER SPACING) L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) c 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT BY LAWSON INDUSTRIES, INC. ,0 0 o p, 1 1/8' MIN. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED ° q 3 q EDGE DISTANCE BY THE GLAZING SYSTEM �''s;. ,�•,� r M 1 O �+ _ Nam 'T-. Z w MIN. ° °' �� 0 ° (! o ..C..i`:. ° ..'•o . a., v-A AEMBEDMENI . a d '• m o sn q A. w :V.. d v: vv r 2X �v rA O ^r f V MIN. = y z EDGE ANCE = Ro ,p m 1ED a ti o 1/4'MAX, v1 1 1/4" EXTERIOR GRADE 12 ' SHIM SPACE `i��: � °'r 2X (1AIN. Em BED.) !�'' � � x•0-11 ,y O PERIMETER CAULKING (TYPJ '•':' �f r A a a 1 t' " U z ul 0 in 11 ii ij ,1 15 EXT.GRADE PERIMETER •l/4' MAX. ®H .7 N O CAULKING NOT BY SHIM SPACE 0' a0 U 14 15 q 6LAWSON INDUSTRIES', (TYP,) 4 TO DE APPLIED BY OTHERS 1>U,�f�1 c1 rTi U Ij CTYPJ O Co CLEAR SILICONE ADHESIVE EXTERIOR BEDDING COMPOUND ux y !I n INTERIOR 34 w ? EXTERIOR INTERIOR x w Y � ALTERNATE DETAIL Z X ' '! LAMINATED GLASS i wN I 33 14 j WOOD FRAME INSTALLATION DETAIL N \tl 4 6 4 o I ;; 27 ;i WINDOW INSTALLATION NOTES: '� y a a z 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. = 1 3 3 ii 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE � o 26S[LL RISER - OPTIONAL BY WINDOW INSTALLER <TYP.) m u 2. THE EXPOS SEE DP CHARTS ON ED EXT. PERIMETER OF THE WINDOW FRAME TO c APPLIED WITH SILICONE BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK u a o v 2 , SHEETS 114, H5, 6 i{6. BY OTHERS (TYP.) )0 z z l I�I • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR Y 26MASONRY 13 LESS THAN 1/8", SHIMS ARE NOT REQUIRED. 26 10 9 32 13 j�l O - j B1 - 13 ANCHORS NOTE: • "'�"'�'""'' """'� • ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR N►1�111/YY) EXTERIOR GRADE •j:��'.�::::::.::::: ::: EXT, GRADE "' ,'�""�"'. " • � • • 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., %%*, .0 PERIMETER CAULKING ...........••• "CAULK •: :i.1Y....•....,•.....�• • WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR �,�j • •O �//.;`:_, _ • •• -• • • • lONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ��• • • • V' �'••''" e _' ;- . _;:'.J"`id.)• `va °- t 1 1v/J4IO e. a. _c_ • �) 1 /8 Mia N.° '1••. • • • • • c 0F: p I4' ^ M NMAX] SH/ SPACE A cSH(ITM SJPACE °. A a YP (TYPJ U1 tC MINed MIN.I/4 EMBEDMENT T U A•• A w• • PRODUCT REVISED a.%complying with the Florida^y v °.. 9ddd•' • • • • • Au7Mng Code ' d. 1 - J • O • • EoeDnw08 :114f °•. 1 N.. ' ' �4� ••1( ;,n EDGE DISWWOE • ••• • • • 207, OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" Aand deem ucl Control ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 0 BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED 0 o Z 0 INTERIOR FINISH BY THE GLAZING SYSTEM '4 5; z . I (BY OTHERS) zo- 0 E- 21 23 LAMINATED GLASS -PT, WOOD BUCKS 0 ow, 33 1114' MAX, SILICONE ADHESIVE a. /4' MAX. #14 S.M.S. W/ 1 1/4' :i "HIM SPACE BEDDING COMPOUND SHIM SPACE A MIN, EMBEDMENT INTO I D.. (TYP.) (TYP.) INTERIOR CA 1 0 m WD �W T S T #, 7 17 34 3 in uj (SEE ELEVATION AT SPACING) 2 'IN, CING) M FOR MAX. FASTENER SPA 2X 00 1/4' TAPCON W/ 1 1/4' 01 MIN. EMBEDMENT INTO CONC. 1 1/4' MIN. (SEE ELEVATION AT SHEET #2 Z m 0 EM ENT Z FOR MAX. FASTENER SPACING) CR 0 14 12 Ix C) MIN, U EDGE 16 DISTANCE 1 1/4 MIN. z 0 17 811 ==�=J EMBEDMENT 1 1/8' MIN ---------- . q 0 EDGE DISTANCE EXTERIOR WALL FINISH ------- ------------- C4 M e. BY OTHERS (TYP.) z _j 4 EXTERIOR 18 19 11 4:. CO w EXT. GRADE ca ED CAULK---J STUCCO OVER METAL ATH MAIL I. EXTERIOR GRADE PLYWOOD SHEATHING GRADE PERIMETER TO HE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY L) (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH ....... ................ o 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE "OX" REVERSED WINDOW INSTALLATION NOTES: 30 31 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. 8 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) ZE 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 21 BY OTHERS (TYP.) - WHEN THE GAP BETWEER.THE WIN610W "E4KNIPTHE 911CHOOR 5 MASONRY 19 LESS THAN I/T'.SHIJb:kRCN(?,f f2QUVE9,60 0 El • . . 0 01 000 0 0 9 * 00 ANCHORS NOTE ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 0 LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APP OV CONC. FASTENERS INTO CONC., NWITH A MINIMUM OF leli CONC. APT %00D Lip 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC, (REFER TO LIJAY TABLES FOR CIU&NTIS REQLVR4) PRODUCT REVISBD LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, • 0 0 0 0 0 • "0a 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE-QUALIFIED ;410 6.0 0 •. E ww — A ...... FOR USE ON ALL WINDOWS. F_; DY .LT 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. diaml "P m.c...-C 0.0 # 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED h (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) o c q CLEAR SILICONE ADHESIVE PT. WOOD BUCKS ,o q 1/4• MA) 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS A. M°j h o SHIM SPACE 1/4' MAX. - .p U tTYP.> 33 EXTERIOR SHIM SPACE (TYP.) q mon 1 m to 7 17 5 27 30— 31 � � y / 1/4' TAPCON W/ 1 1/4' i t y w d MIN. EMBEDMENT INTO CONC, d C7 --- .(SEE ELEVATION AT SHEET #2 o c= Z Z 14 12 _- _ _ i__ X n FOR MAX. FASTENER SPACING) m 5 a - _ a.: ZI O c i 16 1/4' IN. 1 1/4- MIN. p 0 O MBEDM T t7 8 18 - -_ -- -CM-B-EDMENT 04 o --------- ---- -- - ---- __. - --------------- 1 1/8' MIN, EDGE DISTANCE ®Fi z Q� H 4 ""�' lJlldl O w EXT. GRADE •n. W w �+ q � EXT. GRADE CAULK CAULK y)�... CD h m WINDOW FRAME BUCK WIDTH Q `.T: o H WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE a g WINDOW INSTALLATION NOTES: s 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. '^ r GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 0 BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO $ ' BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) y • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR '• IAASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. s , ANCHORS NOTE: •• ••• • • • • • •• ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR •• : : : : ,',T11TIT��IIf, 1/4' TAPCONS ar.APPROVED CONC. FASTENERS INTO CONC, • •• • • • • ••• �� WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • • • • • • • • •• 5j ........... CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •• 069 •• • • • •• ,t0: ts. A.,,Yi y N O O1 • ••• tutu • • • • • • • • PRODUCT RBVISED • • • • • • • • '. N f(� • • • • as canPlyuig nritV#u Florida �•�� • •• • • • • • • Building Codc •• • • • • Accey�anw No �w ��o,,y1 - a lll11p110% Miami Tho uci Con"a, 1 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PS17-OX or XO WINDOWS # # +/-Pressures a WINDOW Jamb H&S Glass T e"A" *2 Glass T e"B" "2 Glass Type"C" "2 Glass Type"D" "2 Glass Type"F' "3 Glass T "F" "3 $ A WIDTH HEIGHT Anchors Anchors +psf -psf +psf -psf +psf -psf +psf -psf +psf -psf +psf ---! f y z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 n 0o �" o 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N a-M U v ti 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a o 2 .14 � 0 m 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4 o 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 i, Q w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c o= a 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Go i a R 0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x g 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 E Z 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 1 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ®N a z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 U) o a S 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W w x 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 `� w 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0co a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - ] 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x $ 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • + 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 €€� 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 . 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 r 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 MO 80.0 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z z z w 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 1 70.0 70.0 80.0 80.0 80.0 80.0 a �, 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 F26.5 63 6 4 65.0 65.0 65.0 65.0 •70.0 •7 .0• 7 .0 70.0 80.0 80.0 63 6 4 65.0 65.0 65.0 63 6 6 65.0 65.0 65.0 65.0 D.0 • 0• •76.0 70.0 80.0 80.0 80.0 80.0 g�.............Al 6 8 65.0 65.0 65.0 65.0 65.0 7 .0 - - �l Notes *�: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. ascumplyinwithdsaf1vdd N Osz 2. STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW •• u7Aln0 Code y m ••• • • cccptaacoNo LC RISER - OPTIONAL (WINDOWS WITH GLASS TYPES "A. B. C. & D") • • • • • _, n yy APPLIED WITH SILICONE ' 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • �� L �� • J FOR DP ABOVE +70,0 PSFay (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. • �j• •• '' \� ,oath (+80.0 DP MAX.)ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • • i ��WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) \� ,,of��rlt'rr,rrete,��4' 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. m • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Lite 1/4-1/2-1/4 +/-Pressures s FRAME SIZE #Jamb #H &S Glass Ty B" *2 G lass Type"C" *2 Glass Type"D" *2 Glass Type"E" *3 Glass Type"F" *3 G lass Type"G" *2 O WIDTH HEIGHT Anchors Anchors 1 +psf -psf +psf sf I +psf I -vsf I + psf -psf +psf I -psf +psf sf o 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n ro y 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '~^o v d o o• 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 moo x r 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 4 y w x �! 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 72 36 1 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o W= o 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A o 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z $ 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5i - 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 U 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®N 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 72 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Ul 0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W x 96 60 5 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j 74 26 3 7 80.0 1 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 CO a E 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ``l{ 74 63 5 7 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S . 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N 79.558 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.00 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 1 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r 106.25 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 65.0 75.0 Z N z z rA 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 111 38.375 4 11 52.0 52.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 S9'. • • 75!0 • • 65x0 75.0 52.0 52.0 65.0 75,0 ill 63 5 11 - - 52.0 52.0 :•• 65.si • • • wmply�s vNir H�haFlotida 52.0 65.0 75.0 �O5 #ua ��`�✓'� Q A •* J• f/ N p p:Notes 1.) SEE SHEET B FOR GLAZING TYPES, DETAHS & SILICONE OPTIONS.2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW � CL (WINDOWS WITH GLASS TYPES "A, B, C, & D") • •1.' Eu /f� 20 S LL RISER - OPTIONAL 3.) 3II.L WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • �� I APPLIED WITH SILICONE(WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. • � 1 FOR DP ABDVE +70.0 PSFADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON 0•• j (+80.0 DP MAX.) 1*WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) •� / 911$ L��r„7a,%%% 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-EgUA Lite C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-1/3-1/3) +/-Pressures(pst) a o _ FRAME SIZE #Jamb #H&S Glass Type "B" (*2) Glass Type "C" (*2) Glass Type "D" (*2) Glass Type "E" (*3) Glass Type "F"(*3) Glass Type "G" (*2) P a z WIDTH HEIGHT Anchors Anchors + psf .psf + psf .psf + psr -psf + psf .psf + psf -psf + psf .psf M ti 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0Vi CIO 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e w d `i' GKN a w m 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 M o 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z Z 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W= 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 °o a o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 o o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 oa r, 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 72 60 5 9 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ~ o N Fay 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ®0 c �R 1 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W x x s 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 1 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a o z 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0co H 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U) 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j 0 x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ►�x 74 50.625 4 9 - 5200 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 _ 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 'd 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 1 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s z z r 84 38.375 4 9 70.0 75.0 52.0 52.0 65.075.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ;¢ 84 58 5 9 - 52.0 52.0 •• %P, 75.0 65.0 1 75.0 1 52.0 52.0 65.0 75.0 84 63 5 1 9 - - 52.0 52.0 ; 65. •75.0• •65.0 75.0 1 52.0 1 52.0 1 65.0 1 75.0 • •• • • I-RODUCFRBVISBD %t� •• • • as ooamlyhrg wAh lho,��F.-�I-oo�ri(idda}j.y��/-`/� �J.• �Ni �' • • •• Bmlding Coda'/�I , Q •,•- +':-. Notes *�: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. BGxphfn N10r]Ij1717� OVA �� • O O;"} 2.) STANDARD SUL USED ON WINDOWS WITH +70.0 DP AND BELOW �� /�� ' (WINDOWS WITH GLASS TYPES "A, B. C. & D") y-b \ SILL RISER - OPTIONAL - u1 • • •� Aiami adnProducl nfro) 20 U, 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP • • �� 1�� • f 1 APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. • • • • • • I I FOR DP ABOVE +70.0 PSF - ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • •• • • 1 \2 ff (+90.0 DP MAX.) WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) ••• • • • • � ``��N 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE Barr. �FFFF111tf'1rtt� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal lite • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *0., R 12 x 3/4' S.D.S. HS-0700 FLANGE FRAME WINDOW BILL OF MATERIALS ALUMINUM MULLION FLAT HEAD,PHILLIPS. SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 02 ITEM / PART/ REQD. DESCRIPTION REMARKS34 MULLION TYPE, SIZE AND MAX. FOR MAX.FASTENER SPACING ANO'SILICONE IIPTIO(S'. DESIGN PRESSURE LIMITATIONS. -----_ DP TABLES FOR QUANTITY) 1 1.-7703 1 FRAME HEAD 6063-T6 ALUMINUM 4DOW CORNING 899 (ALUM. 0.078"MIN. THICK) Ir----- 2 L-8701 I FRAME SILL 6063-T6 ALUMINUMSCHNCE-HOREHEAD 5731 1TREMCO SPECTRUM 2 - 3 L-7701 1 FRAME FXD. JAMB6063-T6 ALUMINUM M NOTE: THE LOWER PRESSURES OF v) p1Oi V d GLAZIIKi DEPTH THE WINDOW OR MULL SHALL GOVERN INTERIOR 4 L-7704 1 FRAME FI%ED MEETING RAIL 6063-T6 ALUMINUM 1n LAMINATED G1A99 COMPOSITION - TYPE B 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM w I77Y GLA89 DESCRJPILON DYTAO. uYD(A7E DESCRIP[ION - 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINIUM ¢j ! 1/8'ANNEALED GLASS SAiLEX/KEEPSAFE ---- 2 0.090•PLASTIC INTERLAYER _ 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM Z rQ'._ =._. __._ By, 'S0.UT1A' 3 I/B'ANNEALEp GLASS I saw J 8 L••7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM o o Z 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM yDo 2 ! o LAMINATBD GLASS COMPOSITION - TYPE D --_- ME 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM IT®1 GI.A89 DEBCRRIP7710N Dtf1O. IAl/1NA7R pESCR�'TION 12 o 1 ve•IEAi-S7RENGH7ENED GLASS - '------'----"-' 11 L-7700 AS REO'D, GLAZING HEAD C 3/8' ) 6063-75 ALUMINUM � Z HUTACIIE PVB ---'-� 2 0.090'PLASTIC INTERLAYER u�' ,.,DUPONT' 12 FS-006 AS REO'D. FRAME ASSEMBLY SCREWS N8 X 3/4' P.M. PHILLIPS r 3 1/6'HEAT-STRENGHTENED GLASS I � EXTERIOR GRADE WINDOW FRAME 13 FS-040 AS REQD. INSTALLATION SCREWS 814 SMS F.H✓PHIL. PERIMETER CAULKING 14 L-7531 AS REQD, VINYL BULB I/4' DIA. BULB #3033 LAMINATED GIASS COMPOSITION - TYPE E EXTERIOR O•pI GLASS DteCRIMOn D[TAa IAIDHAra 0R.9CR�TION FRAME MULLING DETAIL 15 PWS-003 AS REQD. FIN SEAL WEATHERSTRIP .187' w x ,230' h 7 I I/8'HEA7-STRENGHTENED GLASS KEEP16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .350' h FI S 'SDL ~ 2 0.09V0'PLASTIC INTERUYER Bye y.'S0.UTIA•SAFE 17 PWS-ODS AS REQD. FIN SEAL WEATHERSTRIP .187' w x .310' h ® a O 3 1/8'HEAT-STRENGHTENED CLASS - uJ1o'� N 66 18 L-7711 AS REO'D. GLAZING BEAD ( INSULATED) 6063-TS ALUMINUM LAMINATED GLASS COMPOSITION - TYPE F SEE MULLION APPROVALS FOR 19 PWS-001 AS REQD. PILE @ GLAZING BEAD .187' w x 150' h MULLION TYPE, SIZE AND MAX. OTEY ctAas DsaCROmON DErA! LAMINATE DEstwman DESIGN PRESSURE UMITATIONS. 20 L-6706 AS REQD. SILL RISER ADAPTER 6063-TS ALUM.- OPTIONAL �HIY x q 1 1/0'ANNEALED GLASS BUTACLTE PVB NOTE:THE LOWER PRESSURES OF 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM I"I F a 2 0.090'PLASTIC INTERLAYER _ _= Rr.pupO/i• THE WINDOW OR MULL SHALL GOVERN O 3 I/8'ANNEALED GLASS u.r 1/ ' MAX. 12 S.D.S. % 1 1/4"L- N Cc 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON CA $_=_, INTIl'R M (SEE ELEVATION AT SHEET/2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL ��TY R FOR MAX.FASTENER SPAC(NG) F f/] 18 24 ■ 2 SILL/JAMB JD1NT GASKET 1/l6' CLOSED CELL FOAMI9 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL._____- 261 HC-044-1 2 WEEP FLAP 6 BAFFLE ■_ _ 3426.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2'X 1/2' X 2' L. 'SILICONE OPTIONS'. DOW CORNING 899 - 27 HC-040-1 2 SASH ROLLER 6 HOUSINGSCHNEE-MOREIEAD 573133 0.600• TRENCO SPECTRUM 2 28 HC-026-1 I SCREEN FRAME 6 MESHINSULATED LAMINATED GLASS COMPOSITION TYPE A ZI DEPTH 29 • l ATTACHMENT SCREW B CLIP p8 X 5/8' S.D.S.30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON GLASS 0 SCRO7fON DRTAIL IAMATR DESCRIPTION �Z1 1/B'ANNEALED GLASS _ -_____ 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL2 0,090'PLASTIC INTERLAYER © l/.• SAFLE%PVBPERIMETER FRAME NOTE: 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM n Br'SOLUTIW SEALANT 1.ALL STEEL IN CONTACT WITH " 3 1/B'ANNEALED GLASS =-`_'_�- EXTERIOR ALUM.TO BE PAINTED OR PLATED. 33 • 2 LAMINATED GLASS See Detn#s 2 L.H.of sheet 9 �b 4 I/4'INSULATED AIR SPACE == = 2. METAL STRUCTURES: 34 • AS REO'D. GLAZING SILICONE See Deto#s Q L.H.of she9t 9 F] .' 5 1/8'ANNEALED GLASS<■) °� A)STEEL: Fy = 36 KSI MIN. U a (STEEL 18 CA. MIN.THICK - 0.048') 35 OPTIONAL AS REQD, COLONIAL FALSE MUNTIN ALUMINUM } $ N z x INSULATED AMINATED GLASS COMPOSITION TYPE C B)ALUMINUM : 6067-T5 MIN. 36 SM-5504 AS REQD. JOINT SEALANT ■ � O®1 GLASS DMSCNOTION DETAd 1A10NATE DRSCRIP7ION a 'AL 1I (ALUM.0.078'MIN.THICK) 37 ■ AS REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL x, R 1 1/8'ANNEALED GLASS l7P -___,__._1 fy 2 0,090'PLASTIC INTERLAYER p ,,.• PVB E 1 METAL STRUCTURE ATTACHMENT DETAIL 3 1/8'ANNEALED GLASS Byi'DUPONT' •• ••i • • • • • •• ' 4 1/4'IN20.ATEB AIR SPACE -= = • • • • • • • • • 5 1/8•AN GLASS 0) 9.Nr • • •• • • • • • `�11111111111jAP • •• • • • • ••• • �� # t13� Psi. • • • • • • • t • 5....•• Nl•`,:,,,, INSULATED LAMINATED GLASS COMPOSITION TYPE G •• ••• •• • s • •• e, ITOI GLASS!D■SCRunw" DR'EAEL IAIONATR DBSCRIP710N 0 1 1 1/8'HEA7-STAENGHTENED GLASS .._. N 2 0.090'PLASTIC INTERLAYEROi.• PVB 3 1/8'HEAT-STRENGHTENED GLASS BYE'DUPONT' : •:• • ••• • • r" 4 1/4'INSULATED ADI SPACE f■) -- - •JII • �• �•••• ••••• ••••• •••• PRODUCT RE VISED coN I iU w1W the F lorWa 5 1/8'ANNEALD GLASS ■) mVINDOVS WITH GLASS TYPES'A,C.OR G'INSTALLED ABOVE SOFT. mic0 No O' o ((:•`/J IN THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TEMPERED. 1 ��A i GLAZING DETAILS AND OPTIONS IhrIr11►111 Miaml�Jad Pmd0lxCbatro ( • • • • • • • • • • ••• • • • ••• • • FRAME HEAD FRAME FIXED JAMB SILL TRACK FRALIE L-7703 �1Eso-1 L-7701 L-8702 12 O O i Ol O O A93 I '\ FRAME TOP CORNER C C] • \ Ip O O 0 co 4 7 .06E M a0 ho E �IR25— (n 2,643 rn put q o * SILL RETAINING CLIP I I i t W W —A62 I L-8705 z R 0 Q Pb51 F AMF HM p O O D• VENT TOP RAIL —IA39� I FRAME JAM R o FRAME SILL FRAME VENT JAMB 4 z L-8701 L-8703 L466 _ a 0 . 0 .754 O FRAME BOTTOM CORNER fRAMf NfFTINC RAIL V z v� VENT TOP CORNER ® p q 2374 VENT SPRING LATCH \ pR�;;; O N f. FL-7539 X462 — .06E _ .06E \ r' O O z Eb43 21 ITVFNT�.MB RR .\ H Z• x O k MFM LOCK RAIL oo rA Pb33 I .692 I�-'73o—I 1 VENT INTERLOCK RAIL FIXED MEETING RAIL � S L-7705 L-7704 VENT TOP/BOTTOM RAIL j $ O OL-7707 4 O + I FRAME SILL / MEETING RAIL d d l — A6E O VENT BOTTOM RAIL j 2 A62— 2JO62 EPBS 137y—I VENT BOTTOM CORNER " A7•-- I ° O 1 a —}- 0 1.504 ii6LLy FRAME & SASH CORNER ASSEMBLY DETAILSa IA7y--I m VENT JAMB RAIL • • • • • SILL ANCHOR CLIP LLqq S1121. PIS$R 7706AMPW L-0 L-8830 GLAZING BEAD ••• L-71t:9E+iD L•�8�b6R••• ��,9"� 32 L-7708 •• �' •• • by• •a m 0 �; c/ Soo t� N 0.6•`?J� .IBy [.094 I 2'000 1 • • • �} • • F' •Q 1'450 B50 • r • PRODUCTRGVISED —A62 T Aso • .059 • • IPSO• • • as e°ngtl7ing""h 1h017aide to Q • • • 11 log Code 1-2.794-1 • • • • Acwplanco NO ��. jS•r' � y ._may, .773-1 —.773 —II—,� ITY- /II�I�It16tt�t 6 .Aioml do Rvducl Contra G] fee 0 • • • • • • • • • • MIAMI-DADE MIAMI-DADE COUNTY,FLORIDA Qwjim 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/economy Lawson Industries,Inc. 8501 NW 901h Street Medley,FL 33166 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product ERProduct Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves.the right to revoke this acceptance, if it is determined by Miargi—Dgde Covii hroduct •• Control Section that this product or material fails to meet the requirements of the al3plidalile buil4Wg code. • This product is approved as described herein, and has been designed to comply 9%4 ij4ke FloWgbilding...;. Code,including the High Velocity Hurricane Zone. •••••• s ...... DESCRIPTION: Series "4200/6200 Flange—Frame"Aluminum Fixed Windo4; !M.I. ' APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series--4n@-4200 FlangeFranwo:*.' Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with reviVion `A" dated OR/18/14x•••• prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearinjt1iagiami—Da8e County Product Control Section Revision stamp with the Notice of Acceptance number and F.xpirat+date by the Miami—Dade County Product Control Section. 000 0 •••••• • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 00 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically-terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.'E: �[ NOA No. 14-0908.18 MIAMtDADECOUNTY J'ls � Expiration Date: August 22,2017 1 Approval Date: December 11,2014 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0307.06) 2. Drawing No. L4200--6200-1201, titled "Series-4200--6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated. 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitter)under previous NDA No. 12-0307.06) •*see. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2a1-9' t „•, •••, 2) Cyclic Wind Pressure Loading per FBC, TAS-1@3-94 •••••• ••••:• along with marked--up drawings and installation diagram of aOr tatigular-, a circula....; arch- and an elliptical arch fin-frame fixed window, propp�joed bZ•-Rnrr ican�• ••• Engineering & Testing, Inc., Test Reports No.'s HETI-09-.2614 datad.09104/0q,.:..' HETI-092612, dated 09/02/09, HETI-09-2586, dated 07/W69, HETI-b9-2584;••;- dated 07/10/09,HETI-09-2582, dated 07/10/09, HETI-09-200:aaod dated 07/10/09, '. . . . . . . .... all signed and sealed by Candido F. Font, P. E. •••••• (Submitted under previous NOA No. 12-0307.06) '•'•'• 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-092611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a rectangular—, a circular arch— and an elliptical arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz—Seda,P. E. (Submitted under previous NOA No. 03-0327,11) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a circular arch fin—frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02,both.;g,ned and sealed by Hector Medina,P. E. ..... ...... (Submitted under previous NDA No. 02-0701.01) •• • •• • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201'-9 ' 2) Cyclic Wind Pressure Loading per FBC, TA.**01-94 •• ;••••; along with marked—up drawings and installation diagram of a 1rec4Agular:','a circular.... arch— and an elliptical arch fin—flame fixed window, pitpued by'iju=ricane•%•• Engineering & Testing, Inc., Test Reports No.'s HETI-0211158 dated 04108/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and...;, sealed by Hector Medina,P. E. • (Submitted under previous NOA No. 02--0701.01) "' ' ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P7iF- Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624,02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas©Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51h Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by nta'A�'acturer else*** dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. '..' .. . .' (Submitted under previous NOA No. 12-0307,06) •••••• •• •••••• 4. Statement letter of no financial interest, issued by manufErMfdi', dated 03/02/12,...: signed and sealed by Thomas J. Sotos P. E. :*000* (Submitted under previous NOA No. 12-0307.06) ...... ... . .....' 5. Laboratory compliance letter for Test Reports No.'s HETI-09'2594, dated 404/09;••;• HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/47/00 HETI-109-2584 ;• dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09,25$0, datitl•4W10/09, • HETI-09-2613, dated 09/04/09, HETI-09-2611,dated 09704101,HET4-09-258V;"': dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 0?/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 12-0307.06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated.01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" Aluminum Fixed Window - L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 74,000' SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME WIND QWB1WIDTH T� D.L. OPG. c APPROVED WINDOW ELEVATIONS (L M.IMPACT) A 2Ty A y - ,D r' 6' (—� NAX. TYP. M I r AT CORNERSmw WINDOW HEIGHTH _____?_____ =====F===== J WINDOW WINDOW HEIGHT O HEIGHT Z 'i /ii ��AX. 4 1 11 , �� YP. 3 Ry E I E L �ow LJ J^� N;/ " GO D � z d I�NmN IOO�J / . ii ,�D a Z N QUARTER—ROUND EVATION WINDOW WIDTH WINDOW WIDTH z Fl C It PRODUCT REVISED r-. 0O HALF-ROUND TYPICAL EVATION ARCHEO PICTURE WINDOW 3030"VIY104 wm The Nlorids a a m Building Cod, jj'''�� p ,i Aceeplanco No L/g, 1� o N Hs 20 2�' yR w1iOProduuContro U EXT.6 INT.FALSEE COLONIAL y •v N WINDOW HEIGHT WINDOW HEtGH VINDOW HEIGHT TYPICAL ELEVATION NLNTINS ARE APPLIED W/ y I NOTE: TESTED UNIT SILICONE AND ARE ®M p 6 0_ AVAILABLE AS OPTIONAL. 0 Nmv MAXIMUM GLASS AREA TESTED APPLIES TO Ul c o [21 IDTH WINmv WIDTH GLASS TYPES: E, F, J. K AND L. - SEE IWI �i NDOW VID7H DESIGN LOAD CAPACITY TABLES ON SHEET 4 W C CQ Ea HEXAGON TYPICAL ELEVATION WINDOWS ARE L.M. IMPACT Fa �i RECTANGULAR TYPICAL ELEVATION SGUARE PICTURE WINDOW ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. MIAMI-DADE COUNTY APPROVED a' SHUTTERS NOT REQUIRED [� a (n R '0 General Notes: A WINDOW HEIGHT WINDOW HEIGHT ].) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS z a pa WINDOW HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE LE HT. VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. vinmv (SHUTTERS NOT REQUIRED) N Y vIDrH 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING ' m FI ROUND TYPICAL FVAnON WINDOW WIDTH W__IDTN RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS Ni ' OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. $ €g RECTANGULAR TYPICAL ELEVATION cOUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES # a ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) 5 3 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. VlNlmv 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND WINDOW HEIGHT GHT , HE J WINDOW NEIGH FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; e LEG HT. (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES -B, C. F, OR G" INSTALLED ABOVE 301t. IN THE HVHZ, THE ; yr WINDOW VINmV VIDTN I.G. EXTERIOR LITE SHAM. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT LEGGED EYE BROW ELEVATIOF WIDTH RESISTANCE REQUIREMENTS FBC-2014, Section 2411.3.3.7). di N WINDOW WIDTH ovu TYPICAL ELEVATION • *0d?.)•FEY OPTIIONAi FRAME•IjTSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER ROUND ELEVATI& �.) d=14. CALtE :OLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE `,`,ItHttttTA�T��, • •40.)*WOOD 4BUOKS•IN OCON71CT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED .0........... �':p •• •• owl O't1 R3)�Plop.Td WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) 05� �� ol WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24, LL 6'•�p ALLOWABLE LOADS FOR ALTERNATE ul `[(XFy SHAPES AS SHOWN,CAN BE VERIFIED 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. N WINDOW HEIGHT BY INSCRIBING PICTURE WINDOW SHAPE * �� WINDOW HEIGH WTHIN A SQUARE OR RECTANGLE, S Il.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS in SHOW IN DOTTED LINES AND OBTAIr�NG U G EIA [- 00 TY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE ALLOWABLE LOADS FROM THOSE •• • E. WIN SHAPES PRLOA S PERIMETER • • R SIGN E U$E•ROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE `o Ip —worn • • HNfIRE iiUlli'rD SYSTEIj • •. EVINDOOW WIDTH FASTENERS ARE AS DESCRIBED HZREIN -' FOR SIZE AND SPACING. •• 0• 12.)�SEE SHINW # 6 WOIt Ml1LIOON/METAL ATTACHMENT DETAILS & OPTIONS. 'S'rO`cOeVl.I OCTAGON TYPICAL ELEVATION 'ELLIPTICAL'TYPICAL ELEVATION 13.) AVME&L/STEEL•IN CORTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE rr�`.IILtP��`� PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. C A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M14 S.M.S.W/ 1 1/4' ALL WOOD BUCKS ENGINEERED SEPARATELY MS.M.S.W/ 1 1/4• MINN:EMBEDMENT INTO WOOD. PT. WOOD BUCKS MIN.EMBEDMENT INTO WOOD. & TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (SEE ELEVATION AT SHEET MI h '• (SEE ELEVATION AT SHEET M1 FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) p O E INTERIOR rnN 1' MIN. SILICONE ADHESIVE C A p MTERIOR FINISH E OISTA B .O Q NOT BY LAWSON iNA1STRIES,INC. LAMINATED GLASS /4' TAP ON W/ 1 1/4' 00 ____. DG NC� ,7. 2 BEDDING COMPOUND � .; ;.-. >.,.: _______________________ INTERIOR/ MIN.EMBEDMENT INTO CONC. N)m m 10 '., v:.-+ .... (~/1 A Go - EXT. GRADE a FOR MAX. FASTENER SPACING) CAULK m p o A N 4 li ,. zx zx EX7,GRADE BACK BEDDING eO I-E 1 1/4' MIN. _-- I I/4• M[N. J Z C, O 141 TD BE APPLIED BEHIND •' MBEDM MBE�NT N W p.WINDOW FRAME FLANGE BY ' ----:_-....__ -- - - - - 'a�'., 1 1/B' MIN. DO S WEATHERPROOF INSTALLER(TYP.) MOISTURE BARRIE ' i R N BY OTHERS(TYP. -- ----- - ;,`- EDGE DISTANCE y o 11/4' MIN. _________ i . TNiEiMZNi' -------- _= B i n _ :;�.�-..' Z ro O z z O a EXT. GRADE EXTERIOR +VhYAVHIKYMfAY AYeHIH :., ,7-, )NYAYY YAVAvr(µr»r CAULK ,t1\i?`_;..^ EXTERIOR EXTERIOR GRADE �r �U � � O .;r PERIMETER CAULKING y p EXT.GRADE PERIMETER ®H ' CAULKING NOT BY ^WINDOW FRAME WIDTH 'LAWSON INDUSTRIES', C 1 B (T HE APPLIED BY OTHERS F1 (TYP) C) Z< 1'MIN. 014 S.M.S.W/ 1 1/4' 1/4' TAPCDN W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO !GE DISTANC MIN.EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC. �j O EXTERIOR GRADE PLYWOOD SHEATHING (SEE ELEVATION AT SHEET Ml (SEE ELEVATION AT SHEET NI W TO BE SPECIFIED BY ARCHITECT OR CC, FOR MAX.FASTENER SPACING) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. ha�TT I C~ (E1T By LAWSON)FINISH D OTHERS) µ1 ai aW NOT BY FINIINDUSTRIES,INC. D MUST SUSTAIN IMPOSED LOADS W. EXT. GRADE 1 1/e'MIN CAULK WOOD FRAME INSTALLATION DETAIL 1 1/4' MIN• :'.. :.' • ` w I EMBEDMENT � n` d''. i'. ° • 1 l 4' MIN. :A-'d 'a A +EMBEDMENT d'� d. •.. d: WYE 5 N a O C (N •\ v EXTERIOR GRADE PERIMETER CAULKINGzi 6 5 S SILICONE ADHESIVE BEDDING COMPOUND v o i E B t0 EXTERIOR INTERIOR E x < S11 � �d WINDOW INSTALLATION NOTES: 1/4' MAX. 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT, SHIM LAMINATED GLASS GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 TYP 10 BY WINDOW INSTALLER (TYP.) • • • • • • •• 3 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 111•((4• MIN • • • • • • • • O 11 OOOBMffMlBffffff BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK EMBE KENT • •• • E%TE�IDR GRADE ,a3��'�i, BY OTHERS (TYP.) • • • • • • • •PERITEjER CAULKING •• •• • • • •• r4 LL ;;,�i • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE MASONRY IS LESS THAN I1W, SHINS ARE NOT REQUIRED. CAULK I 1 Y 6 • ANCHORS NOTE: BY DD� • ••• • • ;• d .T440DUCT((BVISFD • • • • • • i . • 1 1//4' HIM-ccm%,�Iymj&'M,U(IADFlo11d0 ANCHORS TO BE M12 SMS OR WD. SCREWS INTO WOOD, OR • • • • • • • • ,.' < .d.' 4•, n EMBEDMENiH(IjlyO„Code �./�Q. 1/4' TAPCONS or, APPROVED CONC. FASTENERS INTO CONC., • • • • • • • • • ( A'ADD^PtrncDNo Oa-IB r WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR • •• • •• • • • • '', 'A ••• ••• CONC. AT 12' O.C. MAX, �Tv� .4iamf Th^.�u lloAuc(WntrO d� • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 000 • • LAMINATED INSULATED GLASS COMPOSITION TYPE B 5 16`' LAMINATED GLASS COMPOSITION - TYPE A SILICONE SCHNEE-MOREHEAD SM 5731 ITEM DESCRIPTION DETAIL ITEM GLASS DESCRIPTION DETAIL DOW CORNING 899 0 1/8' ANN, GLASS ; ._______. �� 1 1/8' ANNEALED GLASS _.t/e• _____-__= TREMCO SPECTRUM 2 o C O 2 0,090' SAFLEX PVB-S0.UTIA 1/4• a 2 0.090' BUTACITE PVB-DUPONT °I / .o In A 3 1/8' ANNEALED GLASS ^ = aa.r 3 1/8' ANNEALED GLASS 1 0.340' n 0 1 y 4 1/4' INSULATED AIR SPACE 5 (w) I/8' ANNEALED OR TEMPERED GLASS LAMINATED 5 18 LAMINATED GLASS COMPOSITION - TYPED 8 LAMINATED c[n c! A e �'� MONOLITHIC o LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM CLASS DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENE➢ GLASS ITEM DESCRIPTION DETAIL A. ___� z w ti O L) _ 2 0.090' BUTACITE PVB-DUPONT GLAZING STOP 1 1/8' ANNEALED GLASS 3'16• -=_____ _ I 3 1/8' HEAT-STRENGHTENED GLASS 1 0.30• h w x 1�„ P+ N J1'�L' ® CIRCULAR WOWS. J Z Rq d 2 0.090' SAFLEX PVB-SOLUTIA ® 1 av IT 3 1/8' ANNEALED GLASS 'n' __=_- =- -�- 3 4 W 1aa+r 13 32 LAMINATED GLASS COMPOSITION - TYPE E LAMINATED LAMINATED 0 4 1/4' INSULATED AIR SPACE �^' '_____'= MONOLITHIC MONOLRHIC L co TITEM GLASS DESCRIPTION I DETAIL of 5 (a) 3/16' ANNEALED OR TEMPERED GLASS J_- -- 1 3/16' HEAT-STRENGHTENED GLASS /0' -= "_ " " _= y �„ Cq LAMINATED INSULATED GLASS COMPOSITION TYPE F 2 0.090' SAFLEX PVB-SOLUTIA °I ITEM DESCRIPTION DETAIL 3 1/8' HEAT-STRENGHTENED GLASS (DJ 0.405• 1 1/8' HEAT STRENGHTENED GLASS ,re. ,______„_: 1 0.600-1-10.600• �{t4 2 0.090' BUTACITE. PVB-DUPDNT7 16' LAMINATED GLASS COMPOSITION - TYPE H GLAZING DEPTH GLAZING DEPTH O 0 3 1/8'HEAT-STRENGHTENED GLASS ✓a' ITEM GLASS DESCRIPTION DETAIL 4 1/4' INSULATED AIR SPACE IT 1 3/16' ANNEALED GLASS 3/16• 2 5 (-) 1/8' ANNEALED OR TEMPERED GLASS I '0°9°' _. °'46°' 2 0.090' SAFLEX PVB-SOLUTIA -_-__- -___-7 LAMINATED ;Y 3/16' ...�__ __ N .t O 3 3/16' ANNEALED GLASS - - MONOLITHIC W O v LAMINATED INSULATED GLASS COMPOSITION TYPE G , 'SILICONE OPTIONS', E” _ . _ DETAIL 7 16 ,LAMINATED GLASS COMPOSITION - TYPE I - SCHDOW CORNING EAD W a 99 ITEM DESCRIPTION SCHNF.F.-MOREHEAO 5731 l 1/8'HEAT-STRENGHTENED GLASS 3116•:______-==:=' --------'------ 2 0,090' BUTACITE PVB-DUPDNT _. _L rrEM GLASS DESCRIPTION DETAIL TREMCO SPECTRUM 2 _____ __� 1 3/16 ANNEALED GLASS 3/16• __ _ T1 3 1/8' HEAT-STRENGHTENED GLASS ��• ww Q090, -Q,fia, 0.600' FI 4 1/4' INSULATED AIR SPACE 2 0.090' BUTACITE PVB-DUPDNT GLAZING DEPTH 3 3/16' ANNEALED GLASS 5 (x)3/16' ANNEALED OR TEMPERED GLASS � w d U � m LAMINATED INSULATED GLASS COMPOSITION TYPE L 7/16" LAMINATED GLASS COMPOSITION - TYPE J LAMINATED/MONOLITHIC GLASS ITEM DESCRIPTION DETAIL ITEM GLASS DESCRIPTION DETAIL TYPICAL GLAZING DETAIL R ' 1 3/16' HEAT-STRENGHTENED GLASS 3/t6• _=- - _l 1 3/16' HEAT-STRENGHTENED GLASS 3/t6' _ _� Z! 2 0,090' BUTACITE PVB-DUPONT ® V4' 2 0.090' SGP-DUPONT 0090' 3/16' ____ ___= 1 y 3 3/16' HEAT-STRENGHTENED GLASS ar -___-- 3 3/16' HEAT-STRENGHTENED GLASS 8 4 L/4' INSULATED AIR SPACE a _ - 1 � $ 0 5 3/16' TEMPERED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K � Notes: 1.) SEE SHEET 4 FOR DESIGN (AADS LOAD CAPACITY TABLES. ITEM GLASS DESCRIPTION DETAIL 1 4 ` SS 3/6'1 GLA )K2.) WINDOWS WITH CLASS TYPES "B, C, F. OR C" INSTALLED 1 3/16' HEAT-STREN ABOVE 30 FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL 2 0.090' BUTACITE PVR-DUPONT- 3/16• -" =-';_� BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section 2411.3.3.7). 3 3/16' HEAT-STRENGHTENED GLASS 1 01 so t 6 12 5 12 . . . • . , EIa ------------ LL ----------- •• ••• •• • • • s• N 'SILICONE OPTIONS' -'---___-'--= a O O•� _-____ -_--= DOW CORNING 899 --- - SCHNEE-MOREHEAD 5731 1- p �: -- - - ig TREMCO SPECTRUM 2 __-_ ______ • ••• • ••• • • s°ItwmP yl0g ut1 u a plorid0 Q a N t(, rte,+ LAMINATED LAMINATED = • • • • OwTMog Code Ov �V a t�(, INSULATED 1- INSULATED I_ • • • • • • 0.0 • • Accep[alce Ino ��C�-J} ,J, 'Y •, Ob00'- 0.600'- • •• • •• • • • • GLAZING DEPTH GLAZING DEPTH ••• • ••• • • • G\� - � °• '�0tl7tt•••t11\ LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL Lami17a1°i�a�"ciiiul q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4200-6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY•PSF WINDOW DIMS.I GLASS TYPES WINDOW DIMS. GLASS TYPES y WIDTH LENGTH A B C D E F G H I J K L WIDTH LENGTH A B - C D E F G H I J K DP +/-DP +/-DP +/-DP r/-DP +/-DP +/-DP +l-DP +!-DP +1-DP In. in. +/-DP +/-DP +/-DP +/-DP H-DP +/-DP +/-DP +/-DP +/-DP +/-DP r/-DP 4/1- .I- -OP Q 0 E24 68 68 68 68 65 68 BB Be 68 78 85 68 19.110' 68 68 68 68 65 68 68 68 68 70 65 68 88 68 68 68 65 6'e 6B 68 89 76 65 fib 26-117' B8 88 68 68 65 68 68 68 68 78 65 68 ^adoy88 68 68 68 65 68 68 60 68 78 65 3T MI. 68 68 68 65 68 68 68 68 78 65 6838" 68 68 68 68 65 68 68 68 68 7B 65 68 46' 68 60 68 68 65 68 68 68 "68 70 65 0888 69 88 80 65 68 68 68 68 78 65 68 53-110' 68 fib 68 68 65 68 68 68 68 78 65 68 68 69 60 88 85 68 68 69 fib 78 65 6819-1/8' 68 68 68 68 65 6B 68 68 68 78 65 68 68 68 68 68 65 68 68 68 68 78 65 68 26-12" 66 68 08 68 65 68 68 60 60 78 65 68 80 68 60 O8 65 68 68 68 08 78 65 68 3T' 363/0' 68 66 68 66 65 Be 68 66.2 662 78 65 68 68 68 68 68 65 68 68 BB 68 78 65 68 => 36' 68 68 68 68 65 68. 68 68 68 78 65 68 fi8 68 68 6e 65 68 88 638 83.8 78 65 88 J z o 47' 48" 88 68 68 68 65 68 68 64.7 58.3 78 65 68 53-1/8' 68 08 88 68 65 88 63.8 63.8 78 65 68 'W= a N 19-118" 68 68 68 68 65 68 68 68 68 78 65 68 ]dC 48" 68 68 68 68 65 68 68 56.6 51 78 65 68 26.12' 68 68 Be 68 65 68 68 69 68 78 65 68 m o_ v I 54" x x x 88 65 68 88 568 51 78 65 68 3T' 50.5/0' 68 68 68 68 85 68 68 66.2 86.2 78 65 6E3 o 60' x x x 68 65 68 68 x x 78 65 68 ti QI 46' x x x 68 65 60 68 x 51 78 65 Be 24" 68 68 88 68 85 66 68 88 68 78 65 68 53.118' x x x 68 65 68 68 x x 78 65 68 ti 30" 68 68 Be 68 65 68 68 08 68 78 65 68 N o 36' 68 68 68 68 65 68 68 68 6B 78 65 68 19.116' 68 69 68 68 05 68 68 68 68 79 65 68 A kt N 26-1/Z' 68 68 68 68 65 68 68 68 68 78 65 68 GaG 47' 60" _ X _ _x x 88 65 69 68 64.7 583 78 65 68 37" 58" Be 88 68 80 85 68 68 x 68.2 78 65 68 46' x z x 68 65 69 68 x x 78 65 68 48, x x x 68 65 68 68 x x 70 65 6e U 54" x x x x 85 x x x x 78 65 68 5&116' x x x x 65 68 x x x 78 65 60 �ri� Z 60" x x x x 85 x x x x 78 85 88 H 19-110' 68 09 68 68 65 88 68 68 66 78 65 69 h Ga 24" 68 69 68 68 65 68 88 68 6B 78 85 68 ® � 26-12" 88 69 66 68 65 68 68 68 68 78 65 68 30' 68 68 x 68 65 68 68 6- 60 78 65 68 m 3T' 63" x x x 68 65 6B 68 x 662 78 65 68 W. x x x BB 65 68 60 65"5 fi8 78 85 88 � O 40' x x x x 65 68 x x x 78 65 68 47.' 72" x x x x 65 69 x x x 78 65 6e C 40' x x x x 65 x x x x 78 65 68 53116' x x x x 85 69 x x x 78 65 6B 0 O 54" x x x x 85 x x x z 74.7 65 68 19-116' 88 06 88 68 65 6e 68 69 68 79 85 88 W. x x x x 65 x x x x 72 65 68 28-112" 68 66 68 68 65 68 68 x Be 78 65 68 � j CD 3T' 74" x x x 68 65 68 68 x x 78 65 68 CD 24" 88 68 68 68 85 69 68 68 68 79 65 68 V 30' Be 68 68 68 65 68 68 68 68 78 65 68 48' x x x x 65 68 x x x 75.6 65 68 -N 38' x x x 68 65 68 68 64"9 68 78 65 68 53-1/6' x x x x 65 66 x x x 72 65 60 p 42' 74" x x x x 66 x x x x 78 65 68 19-1/0' 68 68 66 Be 65 68 68 66 65 78 65 68 W 40' x x x x 65 x x x x 756 65 68 26-12" 68 68 68 68 65 68 e8 x 68 78 65 66 54" x x x x 65 x x x x 71.5 65 68 3T' 74-1/4" x x x 66 85 Be 68 x x 78 65 68 W 80' x x x x 65 x x x x 68 7 85 68 48' �x x x x 65 60 x x x 75.2 65 68 24' 68 68 68 68 65 fi8 68 68 68 78 85 68 53.1/6' 68 68 68 x 65 68 x x x 71.6 65 68 30' x x x 68 65 68 68 68 68 78 65 68 36' 84" x x x X 65 68 x x x 78 65 68 42' x x x x 65 x x x x 78 85 88 Ir m 40' x x x x 66 x x x x 73.5 65 68 v !8 24" 60 68 00 88 65 68 68 60 Be 78 65 68 H kf W. %„ x x x 68 65 69 68 _ x 78 65 68 36" x x x x 65 x x x x 78 65 88 $ 47' x x x x 65 x x x x 78.9 85 89 `o 24' x x x 68 65 06 68 89 6e 78 05 69 IVOteS *�: ~ 30' 106' x x x x 65 x x x x 79 65 68 36' x x x x 65 x x x x 74.7 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS-& SILICONE OPTIONS. 24" x x x 68 65 68 68 x x 78 65 68 30' 120' x x x x 65 x x x x 78 65 60 -.�'2.) WINDOWS WITH GLASS TYPES "B, C. F. OR G" INSTALLED 36' x x x x 65 x x x x 7 8 65 60 ABOVE 30 FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT < RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). } .• •• •s •• .0. • .• • •• ,ltllllligff, .. . . . • e . • •L. . b. J N Do 00 0 0 PRODUCT REVISED •:• 3 ..• ••• • � yiBe with the Honda U Code 9oQ. v.•"II • • • • • AcuplmtcoNo ^wV Dtuc 4f. j: r" .''�' ... ! • • • •! ! • • w • •.s WTH AND LMI%DIMONSIONS CAN BE ORIEUfED EE� �„ r�nVal /''`,�ffl!!"•ply,,,,, VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. `41 nm ode Pm c w 6 A • •• •• • • • •• •• ••• • • • ••• • • �'eG 61R1vrN M FRAME JALIR HILL OF MATERIALS ---... FRAME HEAD N.rWNn i/a•w<uY eA2ra (AYr110Y iNSipr TO (' r/, ITEM PART // QUANTITY DESCRIPTION MATERIAL REMARKS anVK zix or rAWra � I�a-y' o O 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 1/r••3-1/2'Xe e q z 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - )CIO y A 3 L-7708 4 GLAZING BEAD (3/8" & 13/32'• GLASS) 6063-T6 - N a A a 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16•' GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" CLASS - INSULATED) 6063--T6 - w d R a 7 (J8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS \B fruY I' °`"A W= A d 1- N 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - \® �® °OAs s a ! c 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - b W rrl N 7 RECT.OR SQUARE WINDOWS a t� m 10 • AS READ- GLAZING SILICONE • - TYPICAL CORNER CONSTRICTION v E• o CIRCULAR WINDOWS 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8•• X 1/8" X 2" OR MITER CORNERS ; w 12 812-25H-357 AS READ. O"TruSeal" Dura Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE O �U xo FRAME RADIUS JOINT FRAME END CORNER z F ] WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS ®~ 4 a o SEALANT: N o 2693 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED W C 1.281 eso'o4D _� SIELAI LANT ONE AND PERIMETER OF GLAZING BEAD WITH CLEAR a a 1 781 .062 Fcq TVP1 .050 II_r1 wj O fes .8+8 TYP. .773 M •T I�z x W �I•so9 2 GLAZING STOP rn FRAME HEAD/SILL/JAMB (5/16" GLASS) PRODUCT REVISEDas"IplylugWllhthemrido 310 fiuildiny COde J" 5 Q � � • '�- Beep,", ee No IJV ,j4CJ y� .040 1 •040 SEE MULLION APPROVALS FOR ��pl a• O1� Or .850 .850 '250 MULLION TYPE,SIZE AND MAX. ---r DESIGN PRESSURE LIMITATIONS. iAienli edePre uclComrol 272 ALUMINUM MULLION 050 O, I r TYP. I-{ TYP• .773 I� (ALUM-0.078"MIN. THICK) SEE MULLION MPROVALS FOR o .773 L a 12 X 3/4' S.D.S. MULLION TYPE,51ZE AND MAX. NOTE:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS. DES ION PRESSURE LIMITATIONS. v 3 GLAZING STOP 4GLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN - AT 12' D.C.MAX. INTERIOR NOTE: THE LOWER PRESSURES OF J 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN 6ai (3/8" & 13/32' GLASS) SHIM z z 310 osa INTERIOR i _s 1 .850 A50 15 ,9 2 050 .0 2 e 12 S.D.S. X 1 1/4' L. Z, TYP. II I AT 12' O.C,MAX. 050 -{ TYP' NOTE: 5 ,684 6 • •1 • ••• t ••• I ALUM.TOL IN DE COPAINTACTED WITPLATED. \\*111�1��^,'r, INSULATED GLAZING STOP INSULATED GLAZING STOP •• I• • g....•• .., y`` W 5 16" LAMINATED GLASS W/ 7/16" LAMINATED GLASS ••: �• • _-__.._ 2.METAL STRUCTURES: ............ / / •• __--__ A) STEEL:Fy= 36 KSI MIN. M. b (STEEL IB CA. MIN.THICK - 0.048) 050 B)ALUMINUM 6063-T5 MN. � w Q Q-� (ALUM-0.078"MIN.THICK) . }' In M II II WINDOW FRAME Illulll 808 EXTERI•R•• • ••• • P (METER WINDOW FRAME c _1 • E2 • • • t •z T EXTERIOR E 1 EXTERIOR GRAIL • • • • • • PERIMETER(AULKING• • •1 • • • • • ••.......... ' � I 8 .466+ • •• • 1 •• • • • • �i I GLAZING STOP (CIRCULAR WDW.) ••VRAME MUIIL�I'IG DETAIL • •METAL STRUCTURE ATTACHMENT DETAIL 1 1 \ d A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MIAMFD1ADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .+w.miamidade.eov/economy. Lawson Industries,Inc. 8501 NW 90"Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade Coppiy Product Control Section that this product or material fails to meet the requirements of the applicable btfiildWcode....... This product is approved as described herein, and has been designed to comply .vit1h the Florida-Building . Code, including the High Velocity Hurricane Zone. •'••" •• ••'••' DESCRIPTION: Series"La Porte" 8'-0" Outswing Glazed Aluminum FrenIppors—I,.1VI�. ;••••; APPROVAL DOCUMENT: Drawing No. FD-2003, titled "La Porte—Impact Fteaeh Out-:Swing Doorl':--. sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with th811feM revisICA"G", dattfle00 04/15/15, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Daae(!ounty Prodact'Control'*:' Section Revision stamp with the Notice of Acceptance number and Expiratioig date J)y the. Mi4mi—Da4.:; County Product Control Section. :00000 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 had been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0328.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 14-0908.07 MIAMt•DADECOUNTY Expiration Date: June 05,2018 Approval Date: May 07,2015 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 11-0202.03) 2. Drawing No. FD-2003, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer, dated 12/12/02 with the latest revision "G", dated 04/15/15, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font,P. E. (Submitted under NOA No. 11-0202.03) •••• 2. Test reports on: 1) Uniform Static Air Pressure Test,per FBC; TA 202-94•'• .•••;• 2) Large Missile Impact Test per FBC,TAS 201.54 •• • 3) Cyclic Wind Pressure Loading per FBC, TAS203-94 along with marked—up drawings and installation diagram of--al minX ..4utswi;g••• French door, prepared by Hurricane Engineering & Testing,'Mc!, Test'Reports RCT:". HETI-09-2623, HETI-09-2645, HETI-09-2624 and H�f 1—*.0I-2644;i;jued P&::. 10/22/2009,signed and sealed by Candido F. Font,P. E. ...... .' (Submitted wider NOA No.10-0128.04) ••'••• 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 :•••• 2) Uniform Static Air Pressure Test,per FBC,TAS 202.94'.; 3) Water Resistance Test,per FBC, TAS 202--94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC, ASTM E-8 along with marked up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02--T090, issued on 01/13/03, both signed and sealed by ' Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI--02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS •••• •••••• 1. Anchor verification calculations and structural analysis,••complying•%ft FBC,•, prepared by the manufacturer, dated 12/12/02 with the latest r;;vg'jed dated b7/02/10*,•• signed and sealed by Thomas J. Sotos, P. E. .... :..... (Submitted under NOA No.10-0128.04) •••• ••••• ...... ... . ...... 2. Glazing complies with ASTM E1300-98/04 . . .. .. .. ...... D. QUALITY ASSURANCE 0 Is ...... 1. Miami—Dade Department of Regulatory and Economic Resoilrcgo• RER). ;:Soo*: .. . ••• E. MATERIAL CERTIFICATIONS ••• 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC V Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 14--0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-2 ' Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r F. STATEMENTS(CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font,P. E. (Submitted tinder NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI 04-1897, HETI44-1896A, HE,TI-04-1896B, HET144-13.77, . HETJrM—T095.... HET1-02—T090, HETI-02-1253, HETI-02-1726;• - H-V+t-Q2-1728,• HETI42-1736, HETI-02-1742, HETI-02-1763 and HETP02-176'5. Issued*br** Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03108/04, all sjgned end••; sealed by Rafael E. Droz—Seda,P. E. •••• ..... (Submitted tender previous NOA No. 05-1116.06) ••• ••••• .. .. .. ...... G. OTHERS • 1. Notice of Acceptance No. 13-0328.11, issued to Lawson:Industries; nc. for their . Series "La Porte 8'-0" Outswing Aluminum French Doors•� L*M.I.'',•1F11oved'on . 06/06/13 and expiring on 06/05/18. Jaime D.Gascon, . E. Product Control Section Supervisor NOA No. 14-0908.07 Expiration Date: June 05,2018 Approval Date: May 07,2015 E-3 y IMPACT FRENCH OUT-SWING DOOR BILL OF MATERIAIa 145 1/2'Max Unit Width ITEM/ DRW'O PART/ REQD. DESCRIPTION REYARE9 SideUte Some enohor spectra Stain Panel Wxith we wW Panel Width 1 I L-901 UI-098 I FRAME HEAD 6063-T6 ALUMINUM C 33 13/16' roax. ) A ( 35 3/16' Max. 2 L-902 LII-097 l FRAME SILL 6063-T6 ALUMINUM 1 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 5- S• H 3H• 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM (e 5 L-906 Ll1-092 2 x panel PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINUM h1aE MIB SEE ALTERNATE BOLT 25' 6 L-907 Ll 1-091 1 x panel HINGE STILE 6063-T6 ALUMINUM OPT 314SAT SHEET/ \ Max. DLO Widt 7 L-905 1_11-094 I x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 1_II-095 2 x panel TOP 6 BOTTOM RAIL ADAPTER 6063-T3 ALUMINUM 9 L-911 LII-085 AS REO'D, 1/4 ROUND ALUM. BEAD -7/16' 6063-T5 ALUMINUM C2 IO L-912 LII-087 AS REO'D 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM /�/� /�\ 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM =a x= �/% / �0!% 12 VWS-001 TP 3286 AS REO'D, Bulb Vinyl Wts'p.-Tenn Plastics, Inc. See Material Composition at Sheet 6 r 1 13 PWS-001 AS REOD. WTS'P.B TOP/BOTT.RAILS Schlegel FS-.187'w.X 210'h. p . z Active Inactivea\D= �,; 14 PWS-002 a AS REOD. WTS'P.8 FRAME HEAD 6 JAMB Schlegel PB- .187•w.X.330'h. x a o = C3 C3 IS L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM g N \ x le EO 21 N dead/bolt m ^f 16 FD-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM j ^3 i X Sidelite x 1 17 FD-631 1_II-086 AS REOD, GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (E TOP 6 BOTTOM OF LOCK STILE) N 0! �Ci 4 4 //; 4 19 FO-621-2 HC-024/025 1 SET DDDR LOCK/ BEAD BIX.T SET KV[KSET -Series 6907 COMBO N x lac0 k s7/1e 20 FD-621-2 14C-024/025 1 SET DOOR LOCK/ DEAD BOLT SET SCHLAGE-Series FB350 COMBO E DBIIB�E \ Sidelite 21 FD-621-2 HC-024/025 1.SET DOOR LOCK / DEAD BOLT SET DEFIANT -Series 831 COMBO RRHB ITT M 22 ■ FS-035 AS REWD. Frame Install.Screw -Head (See Notes at sheet 4 of 6) - A7 SHEET 23 ■ FS-035 AS REO'D, jFrQn. Install.Screw- Jamb/SK( (See Notes at sheet 4 of 6) ---- 2--- -- ---- ------- -°-e -------- --- ---- ---- 24 ■ FS-026 8 FRAME ASSEMBLY SCREW R12 X 3/4'PH.-PHI. 0 1 25 ■ FS-012 AS REO'D. JAMB ADAPTER SCREW N10 X 3/4'P.H.-PHI. •7 S B' 5• 26 FD-634 1_I1-171 AS REO'D. 1/4 ROUND ALUM BEAD-11/16' 6063-TS ALUMINUM 6' 6' 6' 6' �27 ■ FS-043 8 GLAZING ADAPT.ATTACH. SCREW NO X 1 1/4'FH-PHI. �HOR NOTES: 5 3/4 roc. 11/43/4 l2 3/4' 4 / 4 1/2' l4 1/8' 428 • FS-049 2/Panel Double RoR Assembly Screw 3/8'x2 1/4•Hex Screw a Nut 1. SEE ELEVATION AT SHEEE 1 OF 6 FOR (at Sldellte) ( 4�tacn �' x oc.t6j/ 29 ■ ■ AS REO'A NEUTRAL CURE SILICONE Schnee-Marehend SM-5731 ANCHOR O.C. MAX. SPACING AND LOCATIONS. active pane() InnCti 0e one() 21SITL': 2. SEE SHEET 4 OF 6 FOR INSTALLATION Same anchor spacing 30 ■ ■ AS REO'D. NEUTRAL CURE SILICONE Dow Corning 899 FASTENERS TYPES. at frame head&will 31 AS REO'D. NEUTRAL CURE SILICONE Trenco S-500 3. SAME ANCHOR SPACING O FRAME HEAD & SILL. "OXXO'� EXTERIOR ELEVATION 32 ■ ■ AS REWD. Laminated Glass see Pg.5 Dupont- Sentry Gloss Plus 33 ■ ■ AS REO'D, Laminated Gloss see Pg.5 Dupont -PVB 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES; 34 ■ AS REO'D. Laminated Glass see Pg.5 SnFlex-PVB 2)• QUALIFIES UNITS WITH AND WITHOUT SIDELTTES 1). THIS PRODUCT IS DESIGNED AS PER 2014 FLORIDA BUILDING CODE - 5th EDITION. 3). MAX. FRAME SIZE 146 1/2"w. X 95 3/4"h. OXXO 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF 35 HC-002 2/Panel PANEL ASSY ALUM,PLATE 1 1/2'x 2'x 1/8' (6063-TS ALUM) 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. THE FBC 2014 CODE. 36 ■ HC-004 2/Pones Panel Ass'y Full Lenght Rod 3/8'Dlo.-20D Rod,Plate,Flange Nut 6). QUALEFIBS SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 37 ■ FS-011 8 HINGE ATTACHMENT SCREW N10 X 3/4'P.M./PHI. 6). MAX. DAYLITE OPENING WIDTH = 26" TRANSFER LOAD TO THE STRUCTURE &TO BE REVIEWED BY BUILDING OFFICIAL. 38 ■ FS-044 12 SIDELITE ATTACHMENT SCREW NIO X 1'PH/PHIL.-(lT OC Max.) 7). MAX' DAYLITE OPENING HEIGHT = 63 1/8" 4).ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET 1of6 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 39 MC-006 2PPO508GI 6/Jamb 1/2'Dla,Hole Plug- Nylon 6-6 MICROPLASTICS -Rockwell M-79 9).ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 40 HC-007 2PP087BGII 2/Pones 7/8' Dla.Hole Plug-Nylon 6-6 MICROPLASTICS - Rockwell M-79 10). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES O SHEET 4 OF 6 FOR INTALIATION FASTENERS TYPE. lq� 6).ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 ■ HC-010 I/BOLT FLUSH BOLT Sill Plug- Nylon 6-6 SUNCONLASTICS Inc.Rockwell M-79 as Complying wild the Florida ARE NOT PART OF THIS APPROVAL 42 L-913 LII-086 AS REO'D. 1/2 ROUND FALSE ALUM, MUNTIN 6063-T5 ALUMINUM BuldlegZdd /09�1� •O LIMITATIONS: 43 ■ ■ AS REWD. INT FALSE APPLIED MUNTIN 125'X.022' STOCK ALUMINUM Acceptor �J<�3p 1). MAX. OP = f86 PSF W/ (4) Surface Bolts & Gloss Types A, 8, C & D. 44 L-915 FD-623 AS REO'D, FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM-4'long �.&p (SEE LOCATION DETAILS O SHEET 3 OF 6 45 L-916 LII-117 AS REO'D. FRAME LOW SILL -OPTIONAL 6063-TS ALUMINUM By 2). MAX. OP - 376 PSF W/ 2-Point Lock active)+ (2) Surface Bolts at Inactive 46 FD-635 HC-050 I TWO-POINT FLUSHBIX.T LOCK OPTIONAL C FOR+/-76.0 psf OP) Is THD d ucMConRbl • 3). MAX. OP - 376'PSF W/ Flat Sill & must be used where water infiltration is PI T 0 • • • • not required or opening is protected by overhang ratio greater than one. 47 FO-626 FO-626-1 2/Panel FLUSH BOLT GUIDE ALUM.ANGLE I 1/2'x 1 1/21x 1/8'Alun.6063-T5 • • • • 4). MAX. DP = 386 PSF W/ Multi-Point Lock (1-active)+(1-passive) at Inactive 48 FD-627 FO-627-1 2/Panel 2-PoInt Lock Bolt Guide ANGLE 3'x 3'x l 1/2'x 1/8'Alun.6063-T5 • ♦ •••.. T ♦ • RTfied Notew• T � O 49 ■ ■ AS REO'0. Joint Sealant-White Colored 'Purves Co.' Super Seal +S(:•��i�• Re ed ply w FBC2004-11/01/06 L 8501 NW 90tH St. 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE A TRINSET ASHLAND RV5201A-A i RewLed to comply w/FBC2007&added MEDLEY, FLORIDA 33166 51 FO-637 HC- 1 SET MULTI-POINT LOCK ACTIVE ASHLAND NW5110-STACT5 * O 5225 * Insulated Olaes 01/22/10 ciND xy aTYE1 (305) 696-8660 52 FD-640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND NW5201A-P , hland Mutt-Point Look 01/27/11 MANUFACrURWR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS •:y�= erLad 14 oompl)•w 2010 PBC pts Cayn Purl Clue 11-d,."1pny+ aw4/Mo4h 16— 8Ne4 53 FO-639 HC- 1 SET MULTI-POINT LOCK PASSIVE ASHLAND RW5110-STPAS4 'fl F •�ClI• Rerlsad m 2011 FBC HOA APPROVAL PACT TRENCH DOOR 1 OF e 54 FD-641 HC- 2 x penal Muhl-Point Lock Bolt Guide NYLON 6-6 Rockwell H scale 79 % AT i Q1 r i A.Vgd sa'•No1sdE E}aso o.e.ch.rtia " " 55 ■ FS- 4/Guide olt Guide Attachment Fastener e6 x 1/2' P.H./PHIL. • tl�Fi t(1t.' ,♦♦• 01/18/16 "LaPorte" Impact French Out—Swing Door yare.ae.wex 56 FD-642 HC- 1 x Lock Lock Tap Mount Adopter NYLON ADAPTER • AS �� h♦♦ • 0—DF•Nelaan•Era2o 01/20/12 57 FD-643 HC- 1 x Lock Lock Botton Mount Adopter NYLON ADAPTERla `1TfV new.n La Rurmlae Mn,wr. poieis ^' ('D-2007 arsine alwt G DATE---__ • • • • • • • • • • • •• •• • • • •• •• R 7 110 7/8'Nox Unit Width 73 5/16'Max Unit Width 74 1/2;Max Wit Width FUnit Width 3Unt/Vid h SEE ALTERNATE T SEE ALTERNA0'max TE T SEE K7EANA7E BpLT SEE/�iEpNA7E T $wing �0 NS AT SHEET $wing OP7N)NS AT 511E SIdP11tP OP110N5 AT SHEEP OPTIONS AT$HE Panv1 Width J of 8 Panel Vldth J__.3W__TE P-1 Vldth A 3 of e 3 of a (.35 3/16" no.Fr�f- Fi( /16' ax. < 33 13/16' nax. 1 1 _ A = Max;I2I DLD 'Idt 2 raJo III II II \ Max2ID / �II I Nr /IIA L Viat gI . DF - 3 II_ C II II mm0,XP 10, II II m= II v� II 'Q �� N m a z o Inactive m A G f o G f o II II N �g °� to II f AI Ac lve y r d X A tive o c X'p/i lve e %// a: I L Aosi1 " a (i i a r BY% TOM Al B I I B I HII- -- - - -- -- - - -- -- - 1 1 -- - -- SEE ALTERNATE BpLT TE LT \ SEE ALTERNATE BOLT ` SEE ALTERNATE BOLT 03Pff10/s15 AT sHEETyTE OPTIONS AT SHEET OP110NS AT SHEET "0X0" ELEVATION "XX" ELEVATION8 "OX" ELEVATION Jar 6 "X" ELEVATION J«e "0" ELEVATION 145 1/2•Max°nIt vmh SEE ALTERNATE APPROVED CONFIGURATIONS OPTIONS AT SHEET ET Sidellte 3 of 6 Swing Panel VMth Pon@1 VIdth NOTES: 'LaPorte"I1IPACC FRENCH OUTSfING DOOR- DESIGN LOAD CHART ( 33 13/16' Max. ) (.35.3/16' no AL 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION ( ) _ A PANEL 110)78 GRT ROWERS DP PANEL DP PSP 2. FALSE COLONIAL MUCrUAL VIEWED FROM THE NTINS ARE SIDE.ERIOR APPLIED W/ SILICONE A(INc�) ANCHORS OF O &T=R A INCHES TYPE 'H'TYPE 'C'TYPE'D' in AND ARE AVAILABLE AS OPTIONAL. ITIVIN.FEW-GOT. /IAS® +/-(PSP) STH• +/-(PSF)+/-(PSF)+/-(PSP) :c 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL 25 OR DOUBLE BOTTOM RAILS. 10 1/4' 5 -86.0 11 3/16' 1-76.0 ±76.0 +76.0 )u Il, II Mnx.DL w 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. ^ 16 1/4' S ±86,0 17 3/16' ±76.0 176.0 ±76.0 o s II \ 22 1/4' 77' 5 ±86.0 23 3/16' +76.0 ±76.0 ±76.0 -y C I/: D / II7 F II• E D i � ® 281/4' 1(5> 5 ±86.0 29 3/16' ±76.0 ±76.0 ±76.0 30 1/4' 5 186.0 31 3/16' 176.0 ±76.0 1 376.0 r 34 1/4' 5 +_86.0 35 3/16' ±76.0 ±76.0 +76.0 101/4' 6 +86.0 Il 3/16' +76.0 ±76.0 ±76.0 �a � o e� rt i� II II �o PRODUCT REVISED _ _ a Ctive 16 1/4' 6 ±86.0 17 3/16' +76.0 ±76.0 ±76.0 � {x II II II �� Bs complying wish Ihn Florida _ ° rAet1V8 I '� DuildinE Code ORO 22 1/4' 93' 6 ±86.0 23 3/16' ±76.0 ±76.0 ±76.0 /� r Accepmncn No 9 v r(6) PI % / p7B171 / 28 1/4' 6 ±86.0 29 3/16' ±76.0 176.0 ±76.0 Hr 30 1/4' 6 +86.0 3l 3/16' ±76.0 ±76.0 ±76.0 Lr . 34 1/4' 6 x86.0 35 3/16' +76.0 ±760 _+76.0 D •OPERABLE PANEL MUST-MEET APPLICAiBLE REQUIREMENTS PER BUILDING CODE. -- - - - -- PR • • • • • '0 PARENTHESIS INDICATES/OF ANCHORS AT FRAME JAMB. • • ••• • ��e Q♦ •Revylols Note•: T/�T ��( ]� T �.r •� F•'•,�T%i Revised to comply w/FEC2004-11/01/OS LA Y�/ ® ®1�/ 8501 NW 90th St. SEE ALTERNATE BMT-:/ 5225 Revised to comply w/FEC2007 k added L/11�ALL i I`}I C MEDLEY, FLORIDA 33166 OPTIONS AT SHEET ••'* Insulated Glass 01/22/10 IND S IES INC. (305) 696-8660 3 of 6 j•`Wand Itmit-Polar Lock 01/27/11 * t YANUFICIVRER OF OT/IIJPY ILUYfXUY•INDOFS AND OlJ98 DOORS "OXXO" ELEVATION ° WE a Revised b aampl?wj 2alo FBC D.w rv.« t..I hYawy awb4/Ya44 14- SAwa T�f F I � •��d�cel w 2014 FOC NOA APPROVAL IMPACT FRENCH DOOR 4 OF a ANCHOR NOTES: 2' -0 .F.LwaA.4: " n 1 ANCHORO.C.NMAT.SHEET I OF SPACING AND LOCATIONS. •R\O** •e....•.ew NAaod RT11so -pipl�l0 La. Porte" Impact French Out-Swing Door 2. SEE SHEET 4 OF 6 FOR INSTALLATION S• ;r�hl�v,,4 Nelson Erazo 01/20/12 FASTENERS TYPES. AA ��v DATE__ 15 2bt5 n.t.s. A%0 + .AIw•ane D-4m jrwm.n FO-2003 R.WMn L.W. G • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c t y 5/16'TAPCDN W/ 1 I/2' MIN EMBED. 5/16' TAPCDN W/ (SEE NOTES BELOW FOR SPACING) 1 1/2'MIN EMBED. 2 x(P.T.)WOOD BUCK INTERIOR SIDE 1 x(P.T.) WOOD BUCK SEE ELEVATION AT 1/4'MAX. SHIN TYP. (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR SPACING 3 4 3 LOCK STILE 3 4 JAMB 46 MULLION 19 20 21 15 16 MULLION JAMB 38 6 17 12 38 6 Active 7 7 Inactwe 6 12 6 17 6 3 23 8 12 33 Sldelite 27 39 36 17 Sldetlte •�''',Y'. 1 1/4'MIN ED� •�..•. I 1 1/4• TYP Minimum DLO Width i-i 14 17 18 9 10 9 10 Edge Distance Pnnel Width 11 27 12 11 14 14 MAX 4 EXTERIOR SIDE SHIM . MIN EMBED. MIN BED. O O O C2 UNI.,Ono, TW D H !EMBED (TYP.) 18 46 ANCHOR NOTES: Acture ORERIOR SIDE OR RTIERIOR SIDE la 1 ANCHOR ELEVATION TC. MAX.SPACING AND LHEET I OF 6 OCATIONS. Inactive Active _ Inactive R 18 1 IB 2. SEE SHEET 4 OF 6 FOR INSTALLATION JL i . ( i�/ FASTENERS TYPES. � E 18 \} 18 I / E3 \ E3 EX71tRI0R BIDE �� / IYTGtIOR SIDE 111 � Active Inactive 5 t7 O L_J O L_J IB 2 G3 OPTIONAL BOLT 0 TOP RAIL TDITIDUOR SIDE OTI'ERIOR SIZE LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK el 4. d( FLUSH BOLT 5 6. Active Inactive two-pointT E3 13 45 Ix MINAT D GL SS �. i 40 7/16 22 �(( 32 33 /X 34 ® 10 seZ u=m� � /// B3 12 1/HelgSh l OPTIONAL S1 ILL � ,�!`+{-'"�'e� 3500 PSI CONC. (TYP.) 28 INTERIOR SIDE le EXTERIOR SIDE 18 OPTIONAL HOLT ® BOTTOM RAIL I,1 1/4, 1 1/2 E IN ENDED. V/ ---"iff 1 1/2'MIN EMBE0. (SEE DETAIL E3 FOR MOUNTING LOCATION) (Mal.ECCE DISI.) 23 5 36 IWO-POINT MULTI-POINT FLUSH BOLT & (�) FLAT SILL NOTE: 2 MAX.OP *76 PSF MAX.DP *8B PSF TWO-POINT LOCK LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4'MAX.FRAME HEIGHT. 13 12 OPTIONAL LOCK DETAILS I). MAX. DP ±86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO♦/-76.0 psf DESIGN LOAD AND I Su Race Bolts k Class Types A, B, k C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 22 j • 2). .. DP t76 PSF W/ 2-Point EXTERIOR OPENING IS PRDTECTED WITH AN EXTENDED CEILING OR ROOF 2' P� S.S T.•9 • • Lok (active)+(2) Surface Bolts O Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL Slit • • WHERE THE DOOR IS LOCATED. SILL ,.- Helght • 11 • 0 is .. " ia,• D.Ndaa Notes@ . tS)°ew Re ad o ply w/PBC2004 -11 Ol 06LA WS ON 8501 NW 90th St. .-► Revised to comply v/FBC2007 k added MEDLEY, FLORIDA 33166 ,• •. 'T`1¢`,MIN EPSI CONC.INTO CTYP.) •• O 55225 ',h?[ insulated Olaa 01/E2/10 D STRIES, C. (305) 696-8660 *• Ashland Mull-Point Lock 01/27/11 YINUFICTUA8A OP QUALITY ALVAINUY//NDOIS AND CLASS DOORS ^'III 5/16'ELc0 7APClX!V/ PRODUCT REVISED • •'•f• Revised f.s-com 1,1 w/2010 FBC D r cfa n ld,e clw..r /4wd NYIw.e. s..N4/re4o- IMwr sA..t 1 1/4 1 1/2'MIN EKBED • 1+:• • HOA APPROVAL INPACT TRENCH DOOR S OF 6 m wlnplylDB xiU)the Florida Revise tO om 2014 PBC (MIN.EDGE DIST.) (SEE SHEET 1 OF 6 BuOd111gCudc ((]] �j ATE OF �_,••..s FOR LOCATION AND SPACING)A� e �` OT''_ •., ORt('��,^'�a � ""�'d me Net. bkezo o e�ie "La Porte" Impact" French Out-Swing Door B 2 OPTIONAL - DOUBLE BQTTOM ao-1�' • naM • • rt + Nelson•Rrszo 01/20/12 RAIL. DETAIL• NU ada Produa Conlral fe51FN Tj s w,n.t.B. x� � yes T FO-2003 O DATE_____ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • It M y 5/16• TAPCON W/ 5/16' TAPCON W/ 1 E B MIN EMBED. SEE ELEVATIONS AT SHEET l OF 6 FOR SPACING SEE BELOW FOR SPACING INTERIOR SIDE 1 x(P.7.) WOOD BUCK 1 X (P,TJ WOOD BUCK (SEE NOTE 3,SHEET U ;0 (SEE NOTE 3, SHEET D 3 1 :r 3 INTERIOR SIDE INTERIOR SIDE 3 3 19 20 21 JAMB 1;.. .�•... 3 19 20 21 LOCK STILE '�;. 9 0 2t LOCK STILE A+ AMB LOCK STILE _- JAMB "'�: •+' 6 7 1 I 46 6 23 •rl 'a 29 30 3146 r' r' I 18 15 39 39 Active 36 7 :•!-'Y;/ Y"--a' 23 •'. Inactive Active Active 1 1 jot:•"'.'.. F t1/4"EEDGE DISt.):' (EDGE OISTJ18 9 10 37 TYP, . :. 37 9 10 ,: TYP. 7 777 12 12 1/41 „ 1 2' L_JG2 2 n EMAX SHIM F (MIN. EDJ) O TYP EXTERIOR SIDE UNIT WIDTH if MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP') EXTERIOR SIDE 50 51 1 vv XIX INTERIOR 8IDE tj"Ty E ou TYP. 41 5/161 TAPCON W/ 5/161 TAPCON W/ LOCK STILE 3 y-,,•�� 1 1/2'MIN EMBED. 1 1/4'MIN• 1 1/ EE NOTES FOR SPACING) 2•MIN EMBED. 4 56 57 .". SE06E DIST SEE NOTES FOR SPACING ,.�i•r. _ TrP 19 20 21 MULLION INTERIOR SIDE Active 7 . w. LOCK STILE 2x P.T�WD. 1 1/2'MIM ?•,, - 1 x (P.iJ WOOD BUCK 18 38 I�� . BUCK(SEE - _ 29 JO 31 7 6 EMBED. (SEE NOTE 3, SHEET 1) MIN.EMBED ;'- ".:' NOTE 3 AT tYP ��•`` 12 �TYP �. /, SHEET i) Y t.._.. �_ .1 Active Sldellte MAX. 1 —� 17 G3 H 3 READ 44 SHIM TYP. 1/4' MAX. SHIM TYP. EX'fBRIOR SIDE HEAD 44 2 9 10 INSTALLATION FASTENERS NOTES: O 13 22 O 13 12 '1X RUCK" MINIMUM REQUIRED f/�STENER LENGTH 8 12 Al 8 EXTERIOR BIDE 14 SIrleUte HEAD: 5/I6' X 3 1/2' Long TAPCON( • 38 O JAMB: 5/16' X 2 3/4" Long TAPCON•) 5 Attnchnent Screw H MULLIONS: 5/16" X 2 1/4" Long TAPCON(-) 5 (6 Screws a each side of Jonbs, 7 18 - l2 totol per sldellte ) TAPCON BY "ELCO ULTRACON' 29 30 31 INTERIOR SIDE 50 51 "2X BUCK' MINIMUM REQUIRED FASTENER LENGTH H' i PRODUCE REVISED INTERIOR 9ID6 52 53 HEAD: 5/16•' X 3' Long TAPCON(-) F x JAMB: 5/16" X 2 1/4 Long TAPCON(-) x LAM AT GLASS nc eomplyillg with lho arida MULLIONS: 5/16" X 2 1/4" Long TAPCON(-) 9 10 9 f0 LOCK STILE 4S Buildlog Godo x Li -Z 32 33 34 J u EXTERIOR SIDE Accepts oo No Q O 56 57 1.1TAPCON BY "SEGO ULTRACON' z = 43 ,, Active 7 7 Inactive AT SILL, 5/16'TAPCON w/ 1 1/2" MIN. EMBEn. i yLJ n. 0 42 INTO 3500 PSI CONC. MIN. o —r�yenil edOHodudComrol a o INTERIOR SIDE a I 2(OTE; ALL FASTENERS W/ t 1/2"MIN. EMBEDMENT 17 I p•w.,oc, 1 1/4'MIN, EDGE DISTANCE H 1/4'MAX. SHIM SPACE JI— I ANCHOR YIELD STRENGTH TH Fu=17 EXTERIOR 3R)E 1 17 t2 ANCHOR ULTIMATE STRENGTH Fu=177ksi 18 • • • •BX'1'E"R ME E2 •ALL TAPCON LENGTHS "L"SPBCEPISD ARE IAM MS 5 5 i'HO 9 t. Ii0T0B • • • • • • 2 2 PRQFBS310 BNGINWOB • • • • • ( SHB RJBVATION AT SHEET 1 of d FOR ANCHOR MAX. SPACING AND LOCATIONS ) 13 12 13 12 • • • ••• • O,, O � • to No .b �S'' r�� •Revised w nom. w PBC2004-11 01 O6 8501 NW 90th St. 23 -J B 23 --� F...s FlF / LA W S®1�T 22 2' Revised to compl,F w/PBCE007 &added MEDLEY, FLORIDA 33166 A.. Sill K a, SIR O 55225 Insulated Glass 01/22/10 IV D S S I (305) 696-8660 Height :'"HeIght SILL SILL •. * 'y �•�Shlsnd Mrdl-Polnf•Locic 01/97/I1 MIRURAC7'URlR OF 9VI17fY ALUMINUM 1/NDOId'/ND OL38 DOORS �fl' •( wised W oWnpv w4 2010 FBC e..,.cvr.., w..e cw., n.a ars..w, 9.N.vu.e.4 )ae. sNr4 •, �, ,.+ ,{ ' 1 .`E 4u;:•Revised r c� w 2014 FBC MOA APPROVAL IMPACT FRENCX DOOR 4 W 6 I �' MIN EMBED •:, 1 }'-MIN EMBED. INTO P -/Jo •A"mss AV � so•t�0 0"cw..t.c rr rr rr �;: •' 7rP �: 1:f. 3500 PSI CONC. •• ^!''•�N_. •• • 4 01 ,e/16 La Porte Impact. French Out-Swing Door 5/16•ELCO TAPCON W/ <TYPJ ' ��' R`O'tYb�� •0"'oe Nelson 6razo 0120/ 1 1/2'MIN EMBED. � r t� / /12 1"1/4'• 11/4' dA •"j�•�;6+• �it (MIN.EODE DISE.) (SEE SHEET 1 OF 6 FOR SPACING) (MIN.EDGE DIST.) DATE - 7}".....'"'a �+•� n.Ls. A+/n+rr.AurMn: O.awry Muton, FD-2003 A+u1at•n L.ws G ••• • • • • •i• • • • • • • • • • • • • ••• • • • ••• • • a "i SMELITE ATTACHMENT DOUBLE O TAOVE EIRE"10R GLAZING TYPE & DESCRIPTIONS / u w saw.. ale.I's assPNRHIL y� 1 SIDE INTERIOR 310E ASSDImLY SOREVS IN � ED 17 Glazing Adapter .4e9" 0 A Laminated Claes b Dupont - Class a "A" of.v<•rwPMl. �s/ Glazing Depth SUico¢e RIY DESCRIPTION DRTAIL 32 / VEATIERSIRIP FACE OR —_ 2B 30 31 CaulWng 1 3/16'Ameated z .090' DuPont SGP Interlayer - - 3 3/16'Annealed a4ea• - 7 IS/16 -- -- \ lantl¢eted Glass 2 .340" 0 A Laminated Glass b Du ont - Glass Type "H" SILL AOA►1[a� __ by Dupont or Solutle �Y Dg�ON D6fAO. 33 INTERIOR SIDE DOOR Ja0 Types "A', 'B'or "C' SIDELITE JAMB ATTACHMENT DETAIL <SEE TABLE V/CORRESPONDIN 1 1/8'Mneated r FRAME ASSEMBLY DETAIL / GLAZING TYPE L DESCRIPTI 2 A90'DuPant PVB Interlayer 1/4 Round 3 1/8'Annealed aa<a �( SIDE) ACCESS HOLE\ 32 33 34 Beed 0 10 amvx �n EXTERIOR SIDE .340 0 A Laminated Claes b Solutle - Ghee e C ° GLAZING DETAIL #1 SILL SEALANT DETAIL rrEY DESCRIPTION D4rAO 34 NOTE,HEADER TO of SEALED SIMILAR TO SILL LEFT DOOR 1HDOt-StrerptheMd Glass HINGE STILE 2 A90'San-PVl InterNyer UFT OFF INTERNAL 3 l/B'Heot-Strengthened Glass 0.3x0• AND RE)a]VE/ I THREADED R01 3/9' DIA INTERIOR SIDE HINGE ATTACHMENT lD GlazlTTg Adapter Glasin Slloone GLAZING TYPE & DESCRIPTIONS _ SCREWS ul 5/16'laminated Glass 29 30 31 .340' 0 A Isminated Glass b Solutla - Glue e D DEPTH Luc . m10 x 3/4'PIVPNIL. 33 34 Gle De DS B 117Y DL9CB�7'ION DLTAiL HINGE ATTACHMENT (SEE,TABLE V/CORRESPONDING 1 1/e•Xeae-Siren themed Gloss L GLAZING TYPE t DESCRIPTION)_ __ 2 D DETAILS ACCESS lnlE /• - _— z OW Saftex PVB Interlayer -� LOVER / 3 1/8'Heat-Strengthened Glass 1 PRC-PUNCHED .� LEFT MANY HINGE LEAF TO DOOR STILE Insulated HOLE 4 1/4' INSULATED AIR SPACE c' Air 9peoe w/ S 1/8'TEMPERED GLASS 1/8"Temp. Glass 1 - .340HINGO A Laminated Glass b Solulta - Glue e E sTRE pTTO1 IEx NUT INSULATED SPACER'Truieal•- ClnYing Heed SORE ATTACHMENT ARM WASHER Dura Seat S.IDDIe Spncer O PI'BY DEBCRIPTION DRTAM wEvs 4631' Block-1/4'AL'Spoce 28 1 elo.3/4•PH/PNIL' PANEL ASSEMBLY DETAIL Pt,NC,Blz-z5H-357 I 1/e•Hoot-Strengthened Gloss L<, f .090'DUPmt SGP Interim er --T'r EXTERIOR 3 1/8'Heat-Strengthened Glass .-IJJI�IL ACCESS NOL[mVFA,�0 4 I/4' INSULATED AIR SPACE �, uHa• GLAZING DETAIL #2 s 1/B TEMPERED GLASS 34 BOTTOM LEFT JAN 1011(1 N1YO1 Cb FL. (11n L-Jet) S/IY1�IT/ [IS i¢IL ep JE! 014 SMS DR SELF DRILLING SCREWS a14 SMS I3R SELF DRILLING SCREWS INTO METAL STRUCTURE INTO METAL STRUCTURE (SEE TOTES FOR SPACING)..-.11.-. (SEE NOTES FOR SPACING)-.-I L 1 P--{MIN EDGE DIST. II (5063-T5 MIN.) I• MW EDGE GIST. I (fy=G 36 KSI MIN.) T Y ALUMINUM TUBE MILLION STEEL TUBE OR COLUMN } REFER TO APPROVED (STEEL IN CONTACT V/ALLIK 7 Mt BayeM NIAN1-RADE NUA 3 Pitch Nyana TO BE PLATED OR PAINTED) Nrul Tledviecs�— Wtsl 7NWMaa�� 1/4'MAX.SHIN TMP. 1/4'MAX SHIM TYP. PRODUCT REVISED xH1r1 a etNING_, as COMPIybig wiUl a Florida (Na L"-CRS I ANa J Building Cods O (Jot• K• 01G xa xc•ot'I) Ase No 1 1/4'MIN. 5/16' ELCD MBE.. V/ Jl eb 2 V EDGE DISI. 11/4'MIH EDGE DIST. 1 1/2'NTN EMBED. •• ••• • • • • • •• I--TYP 5/16' TAPCQI V/ TYP (SEE NOTES FOR SPACING) r'HOYA`R J. �T • • • • • HINGE ASSEMBLY DETAII, By "{ 1 I/2'MIN EMBED. INTO CONC. PROIPggSI iNGIN� • ♦ • • #FD-624-2 NliLml ade ProduUConro I (SEE NOTES FOR SPACING) N1 • • • ••• • (COMIC. TO BE 3 KSI MIN.) z x(P,T.) T ® �/j,��gl/T.��1-�l N WOOD BUCK ♦♦♦ ,•).s • to't-. N 1J1 1�1 7 / IJ �1 V 1L/2" (SEE GEN.NOTE N3) (MIN EO;�•!, (MIN. NEED ♦ SF••• <9°w,e Redsad to comply• FBC2004 -il Ol D,6 8501 NW LOth St. ..t�-�. - "`, ♦♦ �' Redmed to comply w/RBC2007 k added MEDLEY, FLORIDA 53166 O 225 Immolated Glass 01/22/10 IN IES N C. (305) 696-8660 T j y• hla¢d Yt-Polo`Look 01/27/11 MANUFACTURER OF QUALITY ALUMINUM IIRDOIS AND OURS DOORS 1/4'MAX. SHIM TMP. l/4'MAX.SHIM TYP, . F• erlaed[(P c�mp)i w(2010 PBC n...a..a Aare Ela." has trWa.1F s..(.e/Mlb 7e11u 8Ma6 fT T411, •Revised Qo cin wf 8014 TBC MOA APPROVAL IMPACT fRENCM DOOR B OP 6 T F r F i/v` •Ar 4i*Iy • • Dab C/wN4 1> NOTE. A`� •F``�•`?'V �, glso•,:gso ioi/Flt/15 "La Porte Impact" French Out—Swing Door OPTIONAL INSTALLATION DETAILS MAY APPLY SS` •""` ('. r-�� NMLOm Rtafo 01/20/12 TO DOOR FRAME(TYP.)AND/OR FRAME HEAD, FRAME INSTALLATION OPTIONAL DETAILS ' j �i.ZQ�J B..k:a.t.e. Fm1 mene.rr a.a41w Nose.n FO-2003 Eiataten L.a.b G DATE � , • • • • • • • • • • ••• • • • ••• • • x > r 3� .076 -�I- 078 3.5 I 14.500 --I 3/8.O.D. �r .050 9� STEEL BOLT STEEL BOLT � � � _� .875 .062 .460 .096 0 .986 N� 56 GUIDE' GUIDE 56 1_ 1,750 ,065 1.750 1 1/2 1,7 1,259 a -1 .909 I .074 ,127 .687 GLA2ING ADAPTER QUARTER ROUND g FLUSH BOLT AND NL-910 26 (11/16") BEAD I FRAME HEAD tltl g g TWO-POINT [ACK #FD-834 6 PANEL HINGE STILE 1 #L-901 S a B 49 ANGLE GUIDE O ML-907 -1.812 I O „ NFD-627-1 0 y .119 ^.730 .726 T I 4.187 3 I I .098 1.250 1.50 I- 2.031 --{' I�.908 1 .100 .064 .064 2.000 1.124 ii HINGE 08 PIF 10 QUARTER ROUND 1.7so 075 -� a + #L-912 S J g ly 1 1.500 -� -.070 5.05 i ( 4.500 a e $ a INACTIVE-PANEL I .060 O PANEL LOCK STILE 2O FRAME SILL j FLUSH BOLT T- 656 7 IyL=906 #L-902 47 ANGLE GUIDE .835 1 1/2" LONG 1 #FD-825-1 0.65 -� -I-1.75-I 1.750 1.812-) ' MULTI-POINT M L I-POINT QUARTER ROUND II .066 A63 LOCK ACTIVE LOCK PASSIVE O(1/4") BEAD '125 1.250 #L-911 .072 214 CYLINDE �-1.625-{1.0198 LOCK I .065 o 2• I 045 1^ po P,5 HALF ROUND O 1 I4.000 .072 - 4.500 FALSE MUNTIN RAH,ADAPTER .500K1081 1/2• SIL-913 O NL-909 ,094- �AM90ADAPTER .199 T50 51 2 53 y r1/8' Flexible Vln FP/C Com eakion-7aam Plastics,Inc. SIDEIRE PANEL •1. FPVC Black Compound No.7200-73 1,812 4,348 ALUMINUM PLATE PHYSICAL ASTM NO. L-I .136 100 _L 2" LONG Daromekr Hard-"A",10 am 75 D-2240 �� #HC-002 SP&.Gmty 1.45 D792 I I 0.078 OASB•' Temile Strengm,PSI 1640 D638 PANEL TOP k Il-- ACTIVE HANDLE PASSIVE HANDLE URhoale Elongation,% 340.0 D638 5 BOTTOM RAIL FRAME JAMB 4.066 6 TRIMSET 6 TRIMSET - Modulus@ 100%Elongation,PSI 765.0 D638 i)L-908 O L-903 4'} FRAME R gE HEAD SHEAR PLATE I tBrilden .31.0 D-716 e •2. FPVC White:Compound No.7267-75 ��i 6 PHYSICAL ASTM NO, 2.688 Q DuamelerHardws"A",IO see 75 D-2240 I. ALL DIMENSIONS SPECIFIED ARE IN INCHES 18 .100 .500 9 Spaifw Grariry 1.45 D792 2• SEE ELEVATION AT SHEET 1 OF 6 FOR 10p Tensile Straglh,PSI 1640 D-618 ANCHOR O.C. MAX. SPACING AND LOCATIONS n8 Ullimal,Elmsatioq% 325.0 D638 PRODUCT REVISED T 4,500 P Modulus®100%Elongation.PSI 765.0 D-638 as complyuag with In Florida Ins Bril -30.0 D-746 ultdhyl Codc 45 FRAME LOW SILL Accepleraco No at 9> .0 - O �L-918 a so Soo a 0 • • etc (!1 NOTE: {SOYAS J *DTA • • • • • REFER TO DETAIL'B3' AT SHEET R 3 OF 6 1 PR!6 INYBAi • • • • s FOR ADDITIONAL NOTES AND LIMITATIONS. 57 G�lll IDE M 57 ES' • • • ••• M1�1 ads Product Control c� � ;�,�•• M •F•:SD'o� ReVlaed W comply w PBC2004-11/01/06 L1.L/-EHD A`bJl 1\e(/ 8501 NW 90th St. 'O 3/8.O.D. 3/8.O.D. tli �` 5 225 Revised to comply w/-FBC2007 k added MEDLEY, FLORIOA 33166 �4r Insulated alas.01/22/10 N RIES INC. (305) 696-8660 STEEL BOLT STEEL BOLT * �phland Yu't Po1n Lock 01/27/11 YANUPAC1VRSR OF QOILISY ILUMIRDY IINDOIS AND GLSS DOORS -STAINLESS STEEL OMY a) • p(� r I[ i (p 5/16'D.D.SSS(./-76.0 paT) 'tT.• (,/ 00- evleed O�P1; 201D RBC I.va.tmar /ave Ltay.: naI L•Msa.V, 8arN4/YN.e Ir.ev sAaa4 Optional Multi-Point Locks (.)3/0'D.D.SSS(./-06.0 psi) t OF 1afAI` Revlaed r o�p w 2014 FBC NOA APPROVAL IMPAR FRENCH DOOR 8 OF s OPTIONAL (+/- 88.0 pef DP) .INACTIVE-PANEL o�•;Y7,`� ,,a:�,�°��° otjle/s "La Porte" Impact" French Out-Swing Door 48 THIO-POINT LOCK Active Lock Passive Lock 19 • R,,• ©�, LOCK �1HC-060 ASHLAND XVS1I0-S7ACT5 ASHLAND #V5110-STPAS4 FLUSH BOLT NHC-001 FSS` rw��-(��j-rp�kw� "��R Nelson Brazo 152401/20/1Z 76.0 psi DP) HANDLE A TRIMSET HANDLE&TRIMSET F a la/sYV�J �.a.(a.t.s ''"""" """"°"^""'^ FO-2003 G ASHLAND RW5201A-A ASHLAND RW5201A-P DATE_____ ••• • • • • ••• • • OWNER: bill LYDIA AMADOR 10 Window dimensions, layout and N04A ji OT SQ.FT. _ ADDRESS:: GARAGE ' x FT WIDTH HEIGHT 53 NE 102ND STREET MARK DESCRIPTION INCH. INCH. SQ. . ZONE APPR.# MIAMI SHORES,FLORIDA 33138 12 1 HR XOX 111 63 48.56 END 14-0908.14 2 HR XOX 111 63 48.56 INT 14-0908.14 5 3 HR OX 37 505/8 13.01 END 14-0908.14 OWNER/DEVELOPER: DEN O 4 HR XO 37 505/8 13.01 END 14-0908.14 COLBERT INC. 13 5 HR XO 37 505/8 13.01 END 14-0908.14 GC:1512466 6 HR OX 74 505/8 26.02 END 14-0908.14 PH:1-844-888-2652 7 FD 24 793/4 13.29 INT 14-0908.07 �� 13A 8 CASEMENT 37 505/8 13.01 INT 14-0908.20-T7 . 9 FIXED 1103/4 18 13.84 END 14-0908.18' •• ;2525 POW DE LEON BVD ® ® O� 10 HR OX 74 63 32.37 END 14-0908.14 •• SUITE• G•• 11 FD 71 9/16 793/4 39.63 END 14-0908.07 •;• CORAL G�BLES,FL 3313 •• 16 12 HR OX 361/4 62 15.61 END 14-0908.14 ••• • • ;• • 13 FD 36 83 20.75 INT 14-0908.07' ... ••••.• ' • KITCHEN BEDROOM#1 O 13A HR OX 60 371/2 15.62 INT 14-0908.14...• • KITCHEN 8 14 FD 33 793/4 18.28 INT 14-0908.07..'.. •�•• . •"" .. ...... O15 FD 311/4 793/4 17.31 INT 14-0908.OZ. .. � . 17 16 SH 191/8 383/8 5.10 INT 16-1003.0 0000 17 HR OX 37 505/8 13.01 INT 14-0908.14 •••••• ""' 18 HR OX 37 505/8 13.01 END 14-0908.149 : ... :....: MASTER 19 HR OX 74 505/8 26.02 END 14-0908.14 • • • ` BEDROOM 20 FD 38 5/8 84 3/ 14-0908.07 • / 7 ts� 0 8 LIVING ROOM FD �� R D SEAL/SIGNATURE F 1-2 AUG 17 2017 * * 19 20 O ISSUE DATE 06/05/2017 PORCH XOX XOX DWN AS APPRV Drawing : BEDROOM#2 WINDOWS REPLACEMENT ORMIT#: Phase: Miami Shcres Village APPROVED . ' . ' . ' . . ' . '. ' , ' . ' ' . ' _ ' . ' . ' , ' , ' . ' . ' ,. , '. ' , ' . '. '. '_ ' ' . . ,. BY. . , . . BY DATE ZONING DEPT Sheet Number BLDG DEPT ONE STORY RESIDENCE - FLOOR PLAN RA SUBJECT'i O CCh•Ip�IANCE 1M7}{ALL � FP STATE ANu OC1'N'"RI I- S AND REGULATIONS�DEAL SCALE 1/8"= 1'-0"