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WS-18-229Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permi' Parcel Number Issue. D vo Permit NO. WS-1-18-229 Permit Type: Windows/Shutters Ciessf/cation: Window/Door Replacem Permit Status: APPROVED 118 Expiration: 08/12/2018 Applicant 1458 NE 104 Street Miami Shores, FL 33138- 1122320320301 Block: Lot: HELEN EMERSON Owner Information Address Phone Cell HELEN EMERSON 1458 NE 104 ST MIAMI FL 33138-2664 (305)751-7252 Contractor(s) Phone CG CONSTRUCTION WINDOW COMPA (305)803-9211 Cell Phone Valuation: Total Sq Feet: $ 13,000.00 255 Type of Work: REPLACE 10 WINDOWS OPENINGS 11 TOTA No of Openings: 12 Additional Info: REPLACE 10 WINDOWS OPENINGS 11 TOTA Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $3.30 $2.20 $2.60 $220.00 $9.00 $10.40 $255.30 Pay Date Pay Type Invoice # WS-1-18-66270 01/30/2018 Credit Card 02/13/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 205.30 $ 205.30 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a�/,G-g. Futhermore, authorize the above -named contractor to do the work stated. c J' Authorized Signature Owner / Applicant / Contractor / Agent February 13, 2018 Date Building Department Copy February 13, 2018 1 kt,esA2 C-t.) `rot/ ins-So3-q�ii BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL 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 ❑ ROOFING ❑ PUBLIC WORKS JOB ADDRESS: /4SS E /04 Sr City: Miami Shores Master Permit No. Sub Permit No. f2ECEIVED JAN 3 0 2018 at (-1 FB 20' NS lg-ZZG ❑ REVISION ❑ EXTENSION El RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS County: Miami Dade Zip: Folio/Parcel#: //- .2 Z 3 Z D3 X - 0 3e I Is the Building Historically Designated: Yes NO ✓ Occupancy Type: R. Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): #E1E10 EM1:iZ..So1J Phone#: Address: /4S8 Pe /0 4 sr City: /u 1/114 1 SAD P ES State: FL— Zip: 331.3k Tenant/Lessee Name: Phone#: Email: CONTRACTOR:-7Company Name: � C hI-sAm7Ip.. l tiNVi .' li 0 Phone#: 30S-46 '721( / Address: 83S SIN l g City: /4IAM 1 State: Fir Zip: 3 3 I j .S.-- Qualifier Name: 4%►ES1 j2 ROS,S_ GV i0 P Phone#: 30s 8D 3 —Q 2 I ) State Certification or Registration #: Certificate of Competency #: OS BS D06 7Z. DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ / _ d Q DO. 0 i� Square/Linear Footage of Work: .2 SS 43 Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: %1.£P1 A E /0 W INDou) OPENiOEs _ I I 7 Zu. tun.)PonuS Rgpilke.g. z DooPs Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2 —0 Scanning Fee $ 9 Radon Fee $ 2. . w Technology Fee $ (0 _ 40 Training/Education Fee $ 2 • (DO Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ CCF $ 7 • S o CO/CC $ DBPR $ U Notary$ (Revised02/24/2014) r 4' Bonding Company's Name (if applicable) f` f 7 1 Bonding Company's Address /�'✓ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. n Signature( .:-/e[J :„. & A"4-411/`' Signature /1-i-pip7-1 �� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 22 day of O 1 , 20 /V , by cP a day of 0 1 , 20 ,g , by Neii€P) tPe P6OA/ , who is personally known to C H�57.te'Cr:3/9—G'vrOn/. , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ltu4.Rc 69 a.E„Z M>q t,e0 APPROVED BY 1g. G% BMarrero Comn�sion Perez GBp22805 ��y.!1r/ .,,, Beverley Perez Marrero 44 Expires: August 21, 2020 '?�� 1,., /rCommission l 00022805 ",;mo\ ` Bonded thru Aaron Notary. identification and who did take an oath. NOTARY PUBLIC: 4--9 PCB 114,2 6 Sign: Print: Seal: Plans Examiner Structural Review innua Zoning Clerk ,(Revised02/24/2014) C'G Construction Window Co. LIC#05BS00672 1' Date: /%2-f f18 State of JJ.D PA County of M)A.l-(t-DAaE Before me this day personally appeared deposes and says: G C 7ER- RoSAS= GliYojJ That he or she will be the only person working on the projected located at: l 4-S3 N F )0 4- S M JA M I S}4oI2-ES, el Contractor Signature who, being duly sworn, Sworn to (or affirmed) and subscribed before me this .2 frA day of TA1J UAtL? 20 12 by rfR Personally know OR Produced Identification Type of Identification Produced 49' G, 'Beverley Perez Marrero . Commission # GG022805 "I Expires. August 21, 2020 ` r Bonded thru Aaron Notary Print, Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance 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: State of Florida Owner County of Miami -Dade The foregoing was acknowledge before/me this day of 0/ , 20 � . By ,-/etfiv ,&M OA1/ who is personally known to me or has produced as identificatio Notary: t � c- 9 ""e �x') SEAL: rrero : • is, 40. Stp BCo Beverley Perez 612805 Expires: August 21, 2020 o• Bonded thro Aaron Notary '�nnn� �• iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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). Acknowledgement: Qualifier/Owner Signature ‘ ksi - Row - gvyoly Date Print Name 1/30/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2232-032-0301 Property Address: 1458 NE 104 ST Miami Shores, FL 33138-2664 Owner HELEN C EMERSON Mailing Address 1458 NE 104 ST MIAMI, FL 33138-2664 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,286 Sq.Ft Lot Size 8,850 Sq.Ft Year Built 1960 Assessment Information Year 2017 2016 2015 Land Value $309,729 $309,729 $270,112 Building Value $134,928 $135,001 $136,121 XF Value $23,898 $24,094 $18,970 Market Value $468,555 $468,824 $425,203 Assessed Value $193,210 $189,237 $187,922 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $275,345 $279,587 $237,281 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Senior Homestead Exemption $50,000 $50,000 $50,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values ('.e. County, School Board, City, Regional). Short Legal Description 32 52 42 RIVER BAY PARK ADDN PB 40-72 LOT 10 BLK 4 LOT SIZE 75.000 X 118 Generated On : 1/30/2018 Taxable Value Information 2017j 2016 2015 County Exemption Value $100,500 $100,500 $100,500 Taxable Value $92,710 $88,737 $87,422 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value $167,710 $163,737 $162,422 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $142,710 $138,737 $137,422 Regional Exemption Value $50,500 $50,500 $50,500 Taxable Value J $142,710 $138,737 $137,422 Sales Information Previous Sale I Price! OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: pus k&, Z2.1 DEPARTMENT OF REGULATORY AND ECONOMI BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 6) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy cc�y • • SCOPE: `' ir' • ••• •••• •• • This NOA is being issued under the applicable rules and regulations governing• jlje,, tise of chlt t uctiou • • materials. The documentation submitted has been reviewed and accepted by Mira -Dade County RER a 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 rblity Prpdupt �,ontrd • •• • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Co1,i'hty) rese?Se the right • to have this product or material tested for quality assurance purposes. If this picducnor material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the a I4IJ max • immediately revoke, modify, or suspend the use of such product or material withfi , pet jurisdi,p4ioji. REl1 • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prd4ttdt.Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window=L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the 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# 15-0728.05 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 Sifang Zhao, P.E. MIAMI DADE COUNTY APPROVED NOANo._17_1102.23 7 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. 13..olling•�; ..�. r (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision i dated 10119.417, prepared by Al-Farooq Corporation, signed and sealed by Javacl ,hmad, • • • • • B. TESTS • • • • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pc;LIK, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 24.1•- • • • • • 3) Cyclic Wind Pressure Loading per FBC, T.0•265-94 • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS•202—D4. •: • along with marked -up drawings and installation diagram of an i ritnum hg izpntal • sliding window, prepared by Fenestration Testing Laboratory, Inc., Test R•esportN°. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-0317.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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 XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 5:Ian ff Zh4A' Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 • Eco Window Systems, LLC. 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 202-24 • • ....• 4) Forced Entry Test, per FBC 2411 3.2.1, TA'S 202:-94 .. . along with marked -up drawings and installation diagram of a XOyaluminuizr • • horizontal sliding window, prepared by Hurricane Engineering tt'resting, Inc'., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by:Eandiio•F .Font, P.E. (Submitted under dyad #09-0312.48) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20.1- 94• • • • • • : 2) Cyclic Wind Pressure Loading per FBC, T4S•2,6:-94 • along with marked -up drawings and installation diagram of a TOX aiumii} : • horizontal sliding window, prepared by Hurricane Engineering 'Tgsting,•Inc.. Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candidc'..Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.08) 8. 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 XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. 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 XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) . • • . . .• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6« Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E - 2 Eco Window Systems, LLC. D. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS •""• 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amecip, f nc. fQ their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" datarl41/19/:77e4)iring. on 07/08/19. • • • .• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amaic'a' Inc. at their "SentryGlas® (Clear and White) Glass Interlayers" dated Q ij 5, expjring,on • 07/04/18. . • . • • . .. .. . .. . . . F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 5th Edition (4914), With FBC 610 Edition (2017), and of no financial interest, dated October 12, 2017, preps by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. E-3 • .• S;-c r3 Zh4 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 3 1/2" MAX. WINDOW WIDTH __le_ HEAD/SILL CORNERSI A 3" 3 y I I I-- ;'I WINDOW HEIGHT 58 3/4- D.L OPG. +n I I I I 1 1 i. fry __aTTC__ _e____q_ 1/// I E r 8 2 /. c O O 1:,...., /. T .7,-7C__ _-- -- — 6 /1 FALSE MUNTINS (SURFACE APPUED) I 31 1/4" . I ;I I ;; I 1 32 3/4" MAY BE USED D.L OPG. 35 3/8" D.L. OPG. mE '0 U 3 1/2" MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPUED) MAY BE USED TYPICAL ELEVAT1ON� ,THESE WINDOWS -ARE -RATED. FOR.. LARGE_&,SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRUI7Ik m 1/8" HEAT STREN'D. GLASS 090" Interiayer Trosifol PV8 By'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 o. GE SCS 2000 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE ~A' 1/8" HEAT STREN'D. GLASS 090" Interiayer SentryGlas By 'Kuraray America, Inc.' 1/8' HEAT STREW!). GLASS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS 4"f 3" I 1 I _, II II _,- // =-L='1' - u r -1 - _ =-L - - /1 r -'TI t-- - I D.L. OPG. VENT WIDTH TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AR SPACE 1/B" HEAT STREN'D. GLASS 090" Interiayer Trosifol PVB By Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. G NOTCH GLAZING BEAD LEG TO (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO S Iaal/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT��jTTEEAPPROVAL q IS�GENERIC AND DOES NOT PROVIDE INFORMATION FA Cr TffIffj�NCNf A11 CEI4I SJ ANIT. j,e. DFAT SgFEfI•rQF_EHIS PRODUCT, ADEQUACY ANALYZED SEPIARATE�R ANrDD 18.1 E RE! EORRRREEEEES. UI IN OLJ�' p�V. E7SL1•N `1111111 T//\ S»'.. 14) Ai/ll/: •• ••• •• • • • •• • ••• • • • • • • • tlLOC4 • PRODII CF,•r: Ill11I1 1. C:1.R :. • Fen. Lie pt)%= I� ZhAo • U lin:ni • vclaaeE'•'?t ra`41°V S FAX (305) 885-5902 a Ti c B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 s A s drawing no. W09-12 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (XO, OX OR XX SIZES) WINDOW DIMS. A I/O REINP. WITH REINE. GLASS TYPE 1" " A'7 GLASS TYPE "B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 28" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 8 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 38-3/ 4 1 70:0 .80.0. 180.0 90.0 70.0 80.0 �37 53-1 /86 , (4) 6 . ' 70.0 80.0. ,' 80.0 90.0 70.0 80.0 (74' S 1 8 . '70.0 60.0 ,, r 80.0 90.0 70.0 80.0 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 50_5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8' (5) 6 70.0 80.0. 80.0 90.0 70.0 80.0 f74") B ' 70.0e ,.80.0' 80.0 90.0 70.0 80.0 28-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37' 63 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74' 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" 23) 6 70.0 80.0 80A 90.0 70.0 80.0 60' 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48' �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48' �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90,0 70.0 80.0 24" 4 70.0 80.0 80.0 90,0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 60' 6 70.0 70.0 80.0 90.0 70.0 80.0 72" 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB * MAX. LOAD FOR 'THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 4 LEFT AND RIGHT VENTS TO HE OF EQUAL GLASS DLO WIDTHS 'XO OR:OX? DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74: -y1 .'38-3/8" 4 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 f ' 70.0 ..80.0f 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1 /4' 7 a) 12 70.0 70.0 80.0 82.6 * 70.0 80.0 11" 7 12 4 70:0 70.0* ' 80.0 80.4 * 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 60.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 ' 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3w) (1/3W) 4 ' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A I/O REIM. WITH REINP. GLASS TYPE GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT DR.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 38-3/5, 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 74' 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63' 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72' 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 0) A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1/4W) 4 (1/2W) I (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH •• • • • • • • • • •• • •• • • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE • FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL •• • FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 P•S! • SEE SHEET 3 FOR DETAIL. • XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND I .ORIDA DUILDRJS COMMISSION • •CtC1:\R/;1-01;Y :TA'MENT DCAO5-DEC-219 • • • • • • • • `1111111111///j ' • • • • • • •''7�4 • • • •}..•.........•.y.• • � • • x�irsrct Iyal4 • • • 1 :]C • N SC, ATE OF ' �77777j 61yA1_ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• 10%"V a s th B d UPDATED TO 2014 FTC 2 0 0 k• drawing no. W09-12 sheet 2 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING • EDGE. DIET. x TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIET. TYP CAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK EDGE DIST. MLAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. v1) TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING �Y/4"'DIA+ULTRACON'BY' ECCO"(Fu=m'KSi,;Fy-155 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRUa1BY_BUCKS INTO CONC. OR BLOCKS '11=1'/4" MIN.rEMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1/4"NEMBED INTO INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. • • CON•RETE•4T MEAD, tILL OR JAMBS f'• = 3000 PSI MIN. • C-90 111OLR7W>FILLRD ELOQK I!T JIMBS fm = 2000 PSI MIN. • • • • • • • `TI\1111f1 77 • • • TYPICAL ANCHORS • • SEE ELEV. • FOR SPACING • • • • • PRODUCT REVISED • • • irua•comPii,re !ith the AMfl• • ileing Corr. • • •+cLpiacx:e�`o �1 D .Z3 • • I cceplinu Like •• • • • •. Miami Dade Product Control • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • • . 70592 ` TE OF • I oRtoP ,.'' ire ONAL mikau Z FE �z gw -g 6 CL gr g O E 0 < 8 �i o gitE; LLZLT, m n$E et HE EGO -GUARD SERIES-200 OH HORIL ROLLING WDW. (LM.I.) S r 5 c W 3 a FAX (305) 885-5902 drawing no. W09-12 sheet 3 of 7 ) SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING f AS READ. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH D.L. OPG. ---SCREEN OPT XO LAYOUT EXTERIOR MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA IND01Y WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX. SHIMS 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH D.L OPO. —SCREEN OF STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY 1/4" MAX. I BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • •• • • • • • • • • • OOOOO • • • •• • • • •• • • • ••_ PRODUCT REVI.F,D • • • • as ttutptyingirihTxc Fiorid*• • • 6a • • • AlIP, ',pAc • • • • • .AcAp• rce > fi p1,LA• • • •Sxp+rA6cr: Date• S!'='nililliq • • • •• • • at -•.$ Kan ?zhRA • Mural Dade Prcr*;cs .40Lt 11u11I11/t\\ Y,•'' VOENSF V • No 70592 TE OF ,111ONALIIIITTy� ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • J s J V%Lu D L D_ La 3 tM SI Oo ci Cl 0 Z 3 0 Z6 m ONJ — () JO W J W co CLASS OPTION ADDED UPDATED TO 2014 FBC UPDATED TO 2017 FOC a 0 2 a drowing no. W09-12 sheet 4 of 7 EDGE DIST. ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULUON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING a SHIMS • ALT. • • • • • • • • • • • • • • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAP'PER • • • • •• • • • •• PRODUCT REVISED • • • • `F' npl:'• i th Ax FI•ifs• • • • ii' l:ry!,G Cbi. • • • • Lcc.^.,L,. flow • • • triirailon I�te q •• • •• YIr•SifMg zhaoo•• • Miami Dcde P othy t Control • 011111111//II//��i 'PJ• A &.. R14"u 3 O FAX (305) BB5-5902 0 a v A UPDATED TO 2014 FBC UPDATED TO 2017 FOC a W V 0 S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • drawing no. W09-12 sheet 5 of 7 a \:J a FRAME HEAD FRAME SILL SILL TRACK O VENT TOP/BOTTOM RAIL O JAMB STILE a MEETING RAIL 3/16' Ir 4r'i 12 STEEL REINFORCING .519�j --1 r-.130 .719 1.047 .803 .045 GLAZING BEADS .500 2.750 87 -^j .062 2.812 I .874 1.68787 MOV. FRAME JAMB 2.1 BB—.j 1.202 082 O FIXED MTG. RAIL 2.812 -1 .750 j_ 2.750 I .869 1.688 0 FIXED FRAME JAMB O FLUSH FRAME ADAPTER ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIRR/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. MOV. FRAME JAMB 6063-TB - 5 FY101 AS READ. FIXED FRAME JAMB 6063-TB - B FY104 I 1/ VENT FIXED MEG. RNL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T8 - 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 8063-TB - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR SILLL - 13 FY204 AS RTEQD. ADO -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 ;8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL W STRIPPING - ULTRAFAB 20 Q300T190 AS REQD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A •• ••• • • • • • •• • • • • • • • • •• ••• •• • • ••• PRODUCT REVISED • • • • as itsse! VQe'ih �the FlnneI : _ • • • Aildifg-Coilf • • • .ltcr�teare IA• • • Br.II,xrwnDt a.R• 1t • ill •• `••S><g Zhu I R:iµn1 Ds& PrndetCeby01 ra‘V z is; g o q I z Q6 o C �' • N CC t Og 0 8. C O /Er N aged COMP-ANL\W09-12ECO J 0 0 S t 1 drowing no. W09-12 (sheet 6 of 7 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • 6 VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • S. • • • • •• • • ✓iRODUCT IiEVISd:t) t' nFlyosiveh the FlSSiw• - L,•leerina Doc rK fi7 p.m �'•SD��eee jZE/atr•• 45iami Product C tro! • NI`111111f1111/tttt/'' SP ..Aii!l�O,, 7 OF • 6(/ RtON.•sr� / NAL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • •. • •• •• ••• • • • ••• • • rak J z OrF b F 2 n Cg OGR LL o cg o O Log rep) 114 dg QW. w O Q 5 y�n B 3B 5 B 5 S UPDATED TO 2017 FBC a 0 0 c 0 8 drawing no. W09-12 sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .... • • This NOA is being issued under the applicable rules and regulations governing e•r�se of.doristructiorf materials. The documentation submitted has been reviewed and accepted by Migtithi l; gde Ceuilty RER - Product Control Section to be used in Miami Dade County and other areas where.alkjud by the .Authority. Having Jurisdiction (AHJ). •• This NOA shall not be valid after the expiration date stated below. The Miami-Dac)ie•Eounty Product•Control.... Section (In Miami Dade County) and/or the ART (in areas other than Miami Dade•Epunly) resiry %tbe right .:..• to have this product or material tested for quality assurance purposes. If this pi oThit:t or material• fails to perform in the accepted manner, the manufacturer will incur the expense of such:Mtn and the AHJ may immediately revoke, modify, or suspend the use of such product or material wit* the.; jurisriictio i. REII reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Qourlty Product Control Section that this product or material fails to meet the requirements of the applicable building codg. •, • • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series—`Eca-Guard300'RAluminum Fixed Window., ,L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the 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# 15-0715.10 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 Sifang Zhao, P.E. MIAMI-DADE COUNTY APPROVED 4Z. .• . . • . :.‘NOA No. 17-1102.20, Expiration Date: June 17,:2019 Approval Date: January 11, 2018 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 1.0/19117, prepmd by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.t. • • . .. . . • • B. TESTS • • •• • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • 2) Uniform Static Air Pressure Test, Loading par.BBC TAS.202694 • • 3) Water Resistance Test, per FBC, TAS 202-94. • • • • • • •.: along with installation diagram of a 97 1/4" wide x 96 1/8" high'EM:Guard series 300 •• aluminum double fixed window, prepared by Hurricane Engineering & TestsiInc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and Seated by Caliclo F. Font, P.E. (Submitted under NOA#09-0413.08) • • • ••• . 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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 installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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 installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5 41 044() Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 installation diagram of a 50 5/8" wide x 63 1/4" high Ecip-Guattt,Se es 300. aluminum fixed window, prepared by Hurricane Engineering & 'es%ing Iria, Tes t • Report No. HETI-08-2195A, dated 01/15/09, signed and sealetrby'Candido P.•Font, P.E. (Submitted under NOA#09-0413.08) '• .... • • • •... • . C. CALCULATIONS . • 1. Anchor verification calculations and structural analysis, complying•with Ffe€60' Edition (2017), dated 10/13/17, prepared by Al-Farooq CorporiCifii signed and •, sealed by Javad Ahmad, P.E.• • ' 2. Glazing complies with ASTM E1300-09 . • . .. • •. . • . ••. ... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window— L.M.I., approved on 09/03/15 and expiring on 06/17/19. z&o Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 . • ••• • • • ••• •. •• • • •• • •• •• • • • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • •.• • • • • • ••• ---1.608 —^( P 1.813 Kg tI } paD 1.000 I Il J !1 i1 J .062 2.750 QT FRAME HEAD/SILL/JAMB 875 0 FLUSH FRAME ADAPTER � .750 r_ .813 IIII N .803 .050—IIfF-- JI b GLAZING BEAD Q3 ANCHOR COVER •• • • • • • • • • • • •• • • • ••• • • •• • • • •• • • • •• • • • • • • • •• • • ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDTRON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL • PALS (SURFAC : NUNTINS APPLIED) D.L OPG. 6 MAX. OPTIONAL 1 O I. I OPG. 1 I J - - ii — O4 - - R,I - O IT- 1 1 7I-- u I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 6" MAX. HEAD/SILL CORNERS 1 12" MAX. HEAD/SILL TYPICAL ELEVATION GLASS D.LO. DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.LO. WIDTH = WINDOW WIDTH - 3.625" PRODUCT REVISED u complying with the Flaride. Building Code Acceptance Nu I7-C/D 2.10 Expiration Dula BY �j[.�,,�Di/L7zeJq Miami Dude F;wLcs Control c U z O ZF W h gL "I OOC ° E a .' O m o mNo; M46.80 - 0 0 N 0p1 Zj 8 -J J 0 w 0 n N a m 0 U N U UPDATED TO 201♦ PBC S :3 9 S co S 6 drawing no. W09-20 (sheet 1 of 5 ) • • ••• • • •. •. •• •• • •• • • • . • •• •• •• •• • • • • • ..• •• • . •• •• • •• • • • • • • • • • • .• • • • • 140,9 ( COMP-ANL\W09-20ECO)I DESIGN LOAD CAPACITY - PSI, DESIGN LOAD CAPACITY - PSTno 3/16' ANN. GLASS V16" HSTREN'D. GLASS 11INDow DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW D. GLASS TYPE 'C' GLASS TYPE "D. • • • • • • • •4nteriaye' •• •• • • WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2848100 FAX. (305) 282-8878 .090' Interlayer ,09EAT0 Trosifol PVB • • • • • Sen%Glas• • • 24' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 By 'Kuraray America, Inc.' • • • • • B " Kererey Amllee, T.' : 30' 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 3/16" ANN. GLASS • • • • • • 3/16" HERT•51REN'D!• GLASS 36" 75.0 80.0 80.0 90.0 53-1/8' 26• 75.0 80.0 80.0 90.0 42' 36. 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 SILICONE SILICONE 48' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 DOW CORNING 899 p GE SCS 2000 • F DOW CORNING 899 l• • • SCS Zr.610 54" 75.0 80.0 80.0 90.0 37' 38-3/H• 75.0 80.0 80.0 90.0 ca 1 I • i i • • Irk •p • 60' 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 rn ' I • 4 • • • • • • • 66" 75.0 80.0 80.0 90.0 74' 75.0 60.0 80.0 90.0 ID ca O I 5/ • t7• r 'P • 72' 75.0 80.0 80.0 90.0 26-1 /2" 75.0 80.0 80.0 90.0 ' • • •• I • • 24' 75.0 80.0 80.0 90.0 37" 50-5/8' 75.0 80.0 80.0 90.0 AT 1/4 POINTS O ON LRES WIDER IIII TTyyI � AT 1/4 POINTS O ON LRES WIDER 30" 75.0 80.0 80.0 90.0 53-1/8" 71.3 76.0 80.0 90.0 �■ lull �VL�� II. i THAN 36" ONLY ■■ �Y�I�..:I.-r-- THAN 36" ONLY 36" 75.0 80.0 80.0 90.0 74' 71.3 73.1 80.0 90.0 inur„••` = ,-} Frog' I li �#8 mi y ��#8 42" 48' 48. 75.0 75.0 80.0 80.0 80.0 80.0 90.0 90.0 26-1/2" 37' 63' 75.0 75.0 80.0 80.0 80.0 80.0 90.0 90.0 X 1-1/4" SUS X 1-1/4" SMS 54' 75.0 80.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 AT 3-1/2" FROM ENDS AT 3-1/2" FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 ECO-GUARD SERIES-300 ALUM FIXED WOW. (LMi.) ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 AND 10" O.C. MAX. _. AND 10" O.C. MAX. 66" 75.0 80.0 80.0 90.0 37' 76" 75.0 80.0 80.0 90.0 GLASS TYPE 'C' GLASS TYPE 'D' 72' 75.0 76.6 80.0 90.0 53-1/8" 67.9 69.9 80.0 90.0 24' 75.0 80.0 80.0 90.0 GJ,A7ING OPTIONS 30" 75.0 80.0 80.0 90.0 42' 75.0 80.0 80.0 90.0 42' 60" 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.0 54" 66.a 71.3 80.0 90.0 60" 60.2 64.2 80.0 90.0 L 66' 60.2 64.2 80.0 90.0 W. WIDTH 72" 60.2 64.2 80.0 90.0 J '�/. WINDOW WIDTH WINDOW WIDTH I I 24' 75.0 80.0 80.0 90.0 r- --- 30" 75.0 80.0 80.0 90.0 3z 36' 75.0 80.0 80.0 90.0q2• fl 72" 75.0 80.0 80.0 90.0-, a u v g. a u 3 g IMNUF. ADDRESS REV. UPDATED TO 2014 FDC UPDATED TO 2017 FBC 0 48" 75.0 76.6 80.0 90.0 NOTE j i 3 54 66.8 71.3 80.0 90.0 WIDTH OLENGTH ORIENTED 60.2 64.2 80.0 90.0 VERTICALLYOR HORIZONTALLY AS SHOWN ABOVE. L _ - _I60' 24' 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30• 75.0 80.0 80.0 90.0 J ") 38' 84" 75.0 80.0 80.0 90.0 r - - - - -1 - 1 r , 42" 70.0 70.0 80.0 90.0 L I I F 48" 65.6 65.6 80.0 90.0 z z 54" 64.3 64.3 80.0 90.0 w 24" 75.0 80.0 60.0 90.0 ;: °'B m $ = m g = = '= = B - # s W. WIDTH 30" 75.0 80.0 80.0 90.0 NOTE: L J I 75.0 76.2 Bo.o 90.o GLASS CAPACITIES ON THIS SHEET ARE T-r 1 36" 42' 96" 64.6 64.6 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). d < m WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH qg"y 59.9 59.9 80.0 90.0 S' •' } � WINDOW LENS IVI 424:� �75.0� .80.0"'� 60.0 90A /,f•0�gY7�/�i� - 3p' -"" 75.0 80.0 80.0 90.0 `��t `'•L;�i36' EFHfrTh �+" 74.3 74.5 80.0 90.0 42" 61.5 61.5 80.0 90.0- _- REVISED 0• - _L J 24' 75.0 80.0 80.0 80.0 PRODUCT Elands J.. 11V W H = 30' 120' 75.0 80.0 80.0 90.0 3S complying with the )J Pii!ding Cade "9 I A' -"I drawin no. 9VERIFIED W0920 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 Acceptance No Eapti`n naw04/L pL4I i ' ATE OF BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTANGLE ASOR10Iv, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. BY___e_42yp i n9 Miemi Dade P' ;:;7 sheet 2 of 5 • •• • • • • • • • ••• • • • ••• • • •• • •• •S. • • •• •• •• • • • •• • •••• •• • • •• • •• • •• •• • • • • • • •• • • • • • • I BY WOOD BUCK . • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • bl • • • • • • • ST • • • • N • . • •.,•a ' • • • 0 • EDGE • • • • ` • •'; DIST. i Ili •• • g l •• • • • • WL� g • • ••2• • • • • ••• .i"'• • • •• • • • •• • • • • • • • • • • • • •• METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING O O ww 8 d da a. • d TYPICAL ANCHORS tEE ELEV. FOR SPACING EDGE DIST. MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. I 4D If TYPICAL ANCHORS ( SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 OOD BUCK OR WOOD RE EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4rt1/4"-DIA.-ULTRACON-BY-ELCO' (Fu=177 KSI, Fy.155 KSI) INTO"2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ,HRU`18Y BUCKS INTO-CONC. •OR BLOCKS... -1/4"'MIN. EMBED,INTO•CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED'INTO`BLOCKS (JAMBS)...." DIRECTLY 'INTO •CONCRETE -,OR -BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 4L14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS to - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRODUCT 2J,ii2ER) as com; iy,r -.vilh 16c Florida PuiKKKg code ce pt,K, No ,7_dn��n EA.rpiraoou Dzte oiul9 . n. Dy__ -4 Rn aka. Miami Dade Prcdvct Control TE OF a� •' OR101`.`. •''Gf. v ECO-CUARD SERIES-300 ALUM FIXED WD N 0 0) O N rn 2 'C of V 2 IT IT IT n 'O S g IT S drawing no. W09-20 sheet 3of 5 • . •.. • • • ••• •. •• • • •• • •• •• • • • • • • •• •• •• • • • •• • . •• ••• •• • • •• • • •• •• • •• •• •• • • • • • • • •• • • • • • ITEM / PART / READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 8063—T6 — 2 FY302 AS REDO. GLAZING BEAD. 7/46. iIAS$ • 3063-1'6 — •: • • 3 FY303 AS REOD. ANCHOR COVER. • • • %063—T5• A • • 4 E203 AS -READ. • • • GLAZING BEAD *ULBA •- • • -NEOPRENE - • • • • ULTRAFRE1- • • 5 FIB-50 1 GLASS SPACER —•1/8' 118-P • S`ICCONE• FRANK LOitE • 6 r10 . 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 8 — 2/ UTE SETTING BLOCK .. • • • • .. • EPDAP • _ 81t.1 IETER 18SN5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4. MAX. SHIM • • • • • • • • •• • • • • • • • • •• MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS WINDOW WIDTH WINDOW WIDTH EXTERIOR D.L. OPG. IBY WOOD BUCKS 1/4. MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8. THK. ALUM STRAP WELDED JOINTS CIRCULAR WINDOWS MITER CORNERS CORNER DETATI' TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PROT:R .7 R5VISED ae enter t vie; wial the Fielids ^add/al; Code :Ar.,TD:+ee I al I /. I FOS• 10 ,KPKa!;o$ Cate p'(tj jq F1Y S; a. 2 ae .._tetra Dade Peddert Come; ATE OF ORION • �FNnnn1AA S drawing no. W09 -20 sheet 4 of 5 • • ••• • • • ••• S. •• •• • • • • • •• • • • • • • •• • •• • • • •• • • • • ••• • • •• • • •• •• • • •• • • • • • • • • • • • • • • ALT. ALT. ••• �P• AN • • • SEE EVyFOCH ACING • • • • • • °• •- •, • • .. • • • • METAL STRUCTURE • • •• • • • • • • I • •/, EDGE • _ 111,iii, qS t• • • _) • • •• •••Itea 171177� • • •• • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING U, TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCTT RFVJTSOD as mnplying wiro the Florida Corie Ac,epontt fvi'. i 9'1IO2•?Q Exui€atioe Ds[e.061,112ov? By -S44412h4Jz Miami Dads Product Contr: I \tttI I llI 2 r _ `lTATE 6g1 V W m i a ECO-GUARD SERIES-300 ALUM FIXED WDW. O 0 NO CIWICE THIS SHEET 0 m S N S 0 f �.�� tdrawing no. W09_-20 \� i1\\\\\ (sheet Sof 5 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Windows Systems, LLC 8502 NW 80th Street Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE:• • •••••. This NOA is being issued under the applicable rules and regulations governing the use of'ggliSti3tction iliaterials. Tate • documentation submitted has been reviewed and accepted by Miami -Dade County PERA•af roditet Cojitft),14 ection, • to be used in Miami Dade County and other areas where allowed by the Authority Having Jlhuiiidiction (AIJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coulity l oduct Control Sectio 1• : (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) res@Ptt• the right to have tl3is• • • • product or material tested for quality assurance purposes. If this product or material fails td Vefform it? the .ccepttd•• • • manner, the manufacturer will incur the expense of such testing and the AHJ may immedi at' jy revolve modify, df suspend the use of such product or material within their jurisdiction. PERA reserves ;he: righto revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this, product or material failst o meet the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply with the Florida Building %Ode, including the High Velocity Hurricane Zone. DESCRIPTIONOerics_600 Aluminum_Outswing French.Door_w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7.1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 #15-0603.13 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 Jorge M. Plasencia, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 17-1218.15 Expiration Date: March 20, 2019' Approval Date: February 08, 2018 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance.Door tI E)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AI-Farooq Corpoiataon; dated 02/1 3/12 and . • • • .• last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.L. B. TESTS (submitted under file #12-0402.03) • • . • . • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • 2) Uniform Static Air Pressure Test, Loading per FB .1AS 2u244. 3) Water Resistance Test, per FBC, TAS 202-94 . . • 4) Large Missile Impact Test per FBC, TAS 201-14 . 5) Cyclic Wind Pressure Loading per FBC, TAS 21;13'94 .. . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. fr orge M. Plasencia, P.E. Prod6ct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahavd, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineeripg 8& Testing Jw, sigr�• •• • • and sealed by Rafael E. Droz-Seda, P. E. • • • .. • . • • 3. Lab compliance as part of the above referenced test report. • • •• • • . G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. •••. • • • ... • • • • • • • •.• •. • • • 2. NEW EVIDENCE SUBMITTED • •' .• . • •• . • • A. DRAWINGS •• • •. .. . •• 1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entrance Door tk,1GI.i.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 17-1218.15 Expiration Date: March 20, 2019 Approval Date: February 08, 2018 E-2 • • • • • • • ••• •• •• •• • •• •• • • • • • •• •• •• • • • • • • • ••• • • • • • • •• •• • • • • • • •• •• • • ••• 1/8' HEAT STREN'D. MACS • • • ••• S. • • • • • • • • • • • • .090' Interlayer • • • • • • • • • Trositol PUB • • • • • • • • By 'Kuroroy America, Inc.' • • • • • � • • • • • • • • • • • • • • • 1/8" HEAT STREN'O. CLASS • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELUTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR' DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDIDONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL SIUCONE DOW CORNING 899 GLASS TYPE 'GU' 3/16" HEAT STREN'D. GLASS .090" Interlayer TrosIfoi P/8 By 'Kuraroy America, Inc.' 3/16' HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 aI ) II / SETTING BLOCKS AT LAM. GLASS REDO. FOR WIDTHS EXCEEDING 36' CNLY. -- — NOTCH GLAZING BEAD LEG TO 1CLEAR BLOCKS GLASS TYPE 'G2' j 1/8' TEMP. GLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS .090' Interlayer Saf ex Clear And Color Glass By 'Eastman Chemical Co: 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 CARDINAL XL EDGE SPACER ST. STEEL. SILICONE SETTING BLOCKS AT INSUL LAM. GLASS _. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE '(Ti' PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-1210.15 Expiration Dater 3/20/2019 By Miami -Da •r Produc • ntrol THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOV 1 fi 2011 8 cg S s S B F Ib drawing no: W12-08 sheet 1 of 9 ) 5' MAX HEAD/SILL CORNERS • . .•• • • • ••• •. •. • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • • • • • • • •• • • • • • 39 3/4'•JAX. • • • • • • • FRAM • • WI, • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 12,•.• lee, • ••• • MAX. HEAD SILL •• • FRAME HEIGHT 96 3/8" ---- - l•IIIIIis :I ii •y 1 / i • n 2 J o I I /11 /• II f b / VI \ \ \I I\ I Oi V/ iit- 1%/ \ \ I iIIlM® ___ .1 SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED • • •• ••• LOCK OPTIONS #1 OR 12 (OPTION 2 SHOWN) SEE SHEET 7.1 FCR DESCRIPTION _DOORS LOAD CAPACITY SINGLE DOORS - PSF (X) ""-' DOOR DIMS. LAMINATED GLASS FRAME _WIDTH- LEAF -WIDTH, FRAME HEIGHT. OCT.(+),r —INT.(-) 39=3/4; _37' 98' 70.O,._ ..-75.0—. • 5' MAX. HEAD/SILL CORNERS •• 76' MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 12' MAX. F HEAD SILL ••} S. a 8 to W m A., -t,. -I I/ / ;1 / / LC__ �\ I \ \ \ — rc S7 to m d — — _ / / __ / / '/IY ` /,), \-----LL---- \----Tr \ \ \ _3[L___ II O Ii I I _ __= it,, I\ 1\ ' \ p LOCK OPTIONS #1 OR #2 \ [(OPTION 2 SFIOWh) SEE SHEET 7. FOR DESCRIPTION \ �j� ;/ / , i / / / / / / / / A.i/j ACTIVE INACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USE] 26 15/16' D.L OPG, 26 15/16' D.L OPG. 37' MAX. LEAF WIDTH DOORS LOAD CAPACITY - PEP -.--. - DOUBLE•(XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) HIT.(-) 76' 37' 98' 70.0 75.0 GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.LO. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125 )/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 37 3/16' MAX. 5' MAX. HEAD/SILL CORNERS FRAME WSITH 12' MAX. HEAD SILL II I 1 TESTED FRAME HEIGHT 87' D.L OPG. III lilt -___'V _ Jl -Hr ===as==== ( O SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4' D.L. OPG. rn (0) STAND ALONE SINGLE SIDELFTE SEE SHEET 3 FOR CAPACITY PRODUCT REVISED e s complying with the Florida Building Code NOA-No. 17-1218.15 e xpiration Date 03/20/2019 Mignfi-0 roduct Control NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 NOV 1 6 2017 8 CC 6: N 5 B q o S = drawing no. W12-08 sheet 2 of 9 • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• • • • • •• • • •• •••• •• • • •• • • •• •• • •• •• • • • • 000 • • • • 000 'DESIGN LOAD CAPACITY - PSY STAND ALONE SINGLE SIDELTTES SIDELDE SIDELITE 1HTRODT FRAME FRAME REINFORCING WIDTH INCHES HEIONT INCHES ERA.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 38 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 69.6 69.8 36 92 84.1 64.1 37 83.3 63.3 24 63.3 63.3 30 57.8 57.8 36 98 53.1 53.1 37 52.4 52.4 SINGLE SIOELTTE WIDTH DESIGN LOAD CAPACITY - PSF • •+9&LRES WTM SINGLE OR !OIBLE LEAF DOORS • • • • •. • i - • tit: NOTE BELAY) • • • • *MOPE XOE1RE • h�ytTHOUT • • • • g • • • FT.'1E •• FRAMESOUGHT iC D•OR CP ••IU REORCSIG • INCHES INCHES ExT_(+). ,INT.(-), EXT.(+) TNT.(-) 1240. f 70.0 75.0 ; 70.0 75.0 30 � 70.0 75.0 70.0 75.0 36•• •+i4 70.e &M•.0 •IOU •-6.0 ?7, •••. w.0 :754 , j0A • •75.0 42 • • 4 •1.7 • •841.1 • 61.7 443.1 1441• • a 15i. :1 30 70.0 75.0 ••" ••}S.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 69.8 69.8 70.0 75.0 38 92 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75,0 24 63.3 63.3 . 70.0 . 75.0 30 57.8 57.8 70.0 75.0 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS RE00. SEE CHART 1. ,. �� r 1 rtL It 7 SIDELITE WIDTH 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH 5" MAX. HEAD/SILL CORNERS Ci SURFACE APPLIED FALSE MUNDNS OR DECORATIVE GRILL MAY BE USED 32 3/4" D.L OPG NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDEDTE MAX.FRAME WIDTH LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT 6" CLUSTER OF _ (4) ANCHORS AT HEAD/SILL 26 15/16" D.L OPG. 148" MAX. TESTED FRAME WIDTH HEAD & SAL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12- MAX. HEAD SILL \ / ti j � o LOCK OP)ONS j1 OR/12 (OPT)0N 1 S-10 F�SE: SHEET 1.1 F DESCRIFTIO 26 15/16' D.L OPG. 37- LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) GLASS D.LO. DIMS. D.L.O. HEIGHT (SIOEUTE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" MAX. UNIT IESIED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-1218.15 Expiration Data 03/20/2019 By MI NOTE GLASS. CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 r0 on o NOV 162.011 V1 L`11�111111117 ii �:'� VCaNSf 7 E OF J J FAX (305) 885-5902 n v 8 0 C S drawing no. W12-08 sheet 3 of 9 ) • • ••• • • • • •• •• • • •• • •• •• •• • . •• •• •• •• • • • • . •• •••• •• • • • •• •• • •• •• • . • • • • • • • • • • • MIN. THROW BOLT PENETRATION EDGE 951.: ia . 1 • � TYPICAL SEA P • CHORS • IONS • IG• • ft- • • •• ' .••• • 00 EDGE DIST - • • • • • • • •_, • 1/2" MIN. THROW BOLT PENETRATION • • i1LEt DIST. i'. .:. • .;. '. PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. EDGE 28Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET I • It • • • • • • • ..1..• • • •g • aN • • •• ,a�, • �♦ •• • F I. • ,- •• •• •• . • • • • • • •• GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Z W NSSSccc TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS:,.SEE•ELEV..FOR,SPACING tie DDIA. U"�LTRACON BY 'ELCO' (Fu=T77 KSI Fy=155 Ksl) INTO 2BY'WOOD BUCKS OR WOOD STRUCTURES 1-1/2..MIN.,PENETRATION .INTO.WOOD_(HEAD/JAMBS) THRU 1BY-BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) /4 MIN..EMBED-INTO+BLOCKS.(JAMBS)j DIRECTLY INTO CONCRETE OR BLOCKS 1-11/4" MIN. EMBED_INTO CONCRETE.(HEAO/SILL/JAMBS) 1-1 /4. MIN. EMBED INTO BLOCKS (JAMBS) I14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULUONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-TS MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O EDGE GIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I i MIAMI-DADE COUNTY APPROVED i 1 it CUPPED MULLION l III SEE SEPARATE N. �1 II PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-1218.15 TYPICAL FDGE DISTANCF Expiration Date /20/2019 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. By MI ml-D-'^I' ••uc ontroi Qv 162 7 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS 001111111//// Y.•' 13GEN3 :® No 7 2 - C) •• OF (V • Ail fONAL ' V.' 0 V l= 0 ADD S 6 s i } L— drawing no. W12-08 (sheet 4 of 9 ) • . .•• . . • ..• .• •. • • •• • •• •• • • • • • • • •• • • • • • • • • • ... • • • • . •. • • •• •• • • • • • • • •• •• • • • • • 1/4" MAX. SHIM TYPICAL. ANCHORS SEE ELEV. FOR SPACING a METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX.• SHIM TYPICAL ANCHORS SEE ELEV.`- FOR SPACING • • • • • • • • • • • • • ••• sitiEliVE Dia •• I• • • • •• • • •• CONCEO ED FLAP' BOLTS LIWEWLS AT&IS.. FACE • • . • • • • • • • • •• • • • • • • • • • • • • • • • •• •• EXTERIOR D.L.O. 37" MAX. 1/4" MAX. SHIM LEAF WIDTH 38 3/4" MAX. 1BY WOOD BUCK SINGLE DOOR FRAME WIDTH CONCFAI Fr) FLUSH BOLTS LEVERS AT INSIDE FACE DIDDLE INACTIVE LEAF DLO. LEAF WIDTH LOCK OPTION #7 TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR /2 Oo110N 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR ACTIVE LEAF D.L.O LEAF WIDTH 76" MAX. 2 POINT LOCK ASSEMBLY EXTERIOR DOUBLE DOOR FRAME WIDTH IOCK OPTION 11 4 POINT LOCK ASSEMBLY PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-1218.15 Expiration Data 03/20/2019 BY t111ami-D Product Control DOOR DETAILS 1:;V IS 2P1 1/4" MAX. ." SHIM : 2OR8Y WOOD B K WOOD S ' TUNE EE NOTE HEFT I \_TYPICAL ANCHORS SEE ELEV. FOR SPACING .M �'•'acENSE •• . 70592 w 0 a g aso 5 5 Is d awing no. W12-08 sheet 5 of 9 • . •.• • • • .•• S. •• • • •• • •• •• • • • . . •. •. •• •• • • • •• • • . •. •••. •. . . • • •• •• • •• • • . ... . . •. •. ... EDGE D1ST_ .• • • ,r•1_ • • • 0 • • ©• ..9 • • •• A_ • 1v • • SIDELITE FRAME HEIGHT D.L OPG. EXTERIOR II GLAZING OF SEE SHEET 0 ter' 00 e WEDGE D. HTIPICAL ANON( SEE ELEVATON FOR SPACING Ti IONS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX.' SHIN . TYPICAL ANCHORS SEE ELEV. FUR SPACING EXTERIOR O.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDEL.JTE WIDTH 112 SM5 AT 5" FROM ENDS AND 11" O.C. MAX. 1 BY WOOD BUCK REINFORCING AS REOD, SEE SHEET 3 11111 1 Iof EXTERIOR SIDELRE WIDTH PRODUCT REVISED as complying with the Florida Building Code N0A-44o. 17-1218.15 Expiration Date 03/20/2019 By Miaml-0 Product Control MAX. UNIT FRAME WIDTH SIDELITE DETAILS LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH NOV 1 6 201� drawing no. W12-08 • • ••• • • • • •• •• •• •• • •• •• • • • • • • • • • • • • • • • ••• •• • • • •• •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • -• • •• • • • •• • • • • • • • • • • • • • • • • • •• • • • • • ••• •• ITEM # PART # REGD. DESCRIPTION - MATERIAL WNP✓SUPPLIEH/REDARBS 1 E601 - DOOR FRAME HEAD/SUL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELTTE 9' BOTTOM FRAME 6063-T6 - 3 E605 - SIDEUTE FRAME JAMB 6063-T6 - 6 E606 - SIOEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & 80T10M RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6063-TB - B E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T8 - 10 E610 - LEAF LOCK STILE 6063-T8 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E812 - LEAF ALIGNMENT BRACKET 6063-TB - 13 E613 - LEAF CLAMP 6063-T8 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6063-TO 12" LONG 14 E814 - GLAZING BEAD (5/16' LW. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16' LAM. CLASS) 6063-TB - 1 5 E615 - GLAZING BEAD (INSUL GLASS) 6063-T6 - 1 6 E616 - SNAP COVER 6083-T8 - 1 7 E613 - BOLT SUPPORT 6063-TB NOT SHOWN 1 B - AS REDD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST SILS!. SULLIVAN & ASSOC. 22 #12 SMS AS READ. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FR SMS 24 - - 3/8' DIA THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 2E E20618-KN-3020 - BULE W'STRIPPING - SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOI RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WIOTE BOLT SUPPORT BLOCK POLYETrfYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4' X 1/2" X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 35 - 2/ LTTE SETTING BLOCK, 1/4' X 3/4" X 4' LONG EPDM AT 8' FROM EACH ENO DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. PRODUCT REVISED as complying with the Florida BuildiNO -No.ce 17-1218.15 Expiration Date 03/20/2019 By Mia-0a roduct Control tiLI'! 1 6 2017 iL111 II11 J7jYT o 70592 Y o. A1 n 88 CB 0 2 8 drawing no. W12-08 sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ACTIVE LEAF. 4 POINT LOCK ASSEMBLY CLOT -6007 BY 'IIQERLO6K•IICAA INC.'. • • (2) LOCKING POINTS ENGAGNG AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTCOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNFFTINg R0S • LOCK HANDLE LOCATED AT 42-1/2" FROM BO1jTOM • • • • INACTIVE LEAF. • • LOCKS: • • • • • • • •• OPTION /1• • • • • • • • • • 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.• • • • • 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM•EJIGAGB4j FRAME • HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM c ACTIVE • • • • • • • • • •• • • • • • • • c INACTIVE ACTIVE HINGES: 3-1/2' X 7-5/8' X .122" THK. EXTRUDED ALUM HINGE PART #F'D-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BUIKAI HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB • • • SIKoli-itF • _j♦; 0 DOOR LOCKSET WITH HANDLE DELTA 690 BY KWIKSEY LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM • • •L`ONC9JD FLUSH BOLTS BY 'SULLIVAN & ASSOC.' • 1/26 X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL • MANUALLY OPERATED LEVERS MOUNTED ON STILE FAZE • LOCATED•AT 10-5/8' FROM TOP AND BOTTOM � • •LOCK f,eTENED TO STILE WITH (2) /B-32 X 1/2' FH MS • INACTIVE LEAF. CONCFAI FD FLUSH BOLTS BY 'SULLIVAN & ASSOC: 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO SOLE WOH (2) #8-32 X 1/2" FH MS INACTIVE \ ACTIVE PRODUCT REVISED as complying with th• Florida Building Code NOA-No. 17.1218.15 Expintion Date 0 /20/2019 By Mla I-D • • P • • uct Control =fi 110 16 711 `\\i 111ri NO.., i,'' 'p.•''1,1GENSE' . o. iONA 1`/lllll 1 ro COMP -ANL\W12-O8EC g 0 B S drawing no. W12-08 sheet7.1of 9 DOOR FRAME HEAD/SILL 4.000 4.781 .078 ll 1.507- 1.625 - 1.750 0 SIDEUTE TOP & BOTTOM FRAME • • ••• • • • ••• •• •• • It• •• •• I • • • • • •• ••• • • • • • • ••• • • • • • • • I • • • • •• ••• • • • • • ••• • • • w• • S •- • •%1% 4.031 r.--1:40 ;�1••• • • • • •• • • 4.750 • • • • • • • •• ••• w • • • • • • a • •• • • • • •• •• • • • • • • • • •• • • • • ••• a 1.507 ^a l'J LEAF TOP/BOTTOM RAIL 4.719 .078 1.750 4.000 LEAF HINGE STILE .329 78 FRAME COVER h�.687 050 IIIII 1.197 .154-.I F+ 16 SNAP COVER 1.507 LEAF LOCK STILE 5.344 .078 k 4.000-- --I LEAF ASTRAGAL STILE I 1.5001 ,szs 4.000 .078 2.097 \'J DOOR FRAME JAMB .500 1 r �.719 .078 -- -- 4.000 1.507 l J SIDEUTE FRAME JAMB 2.081 • • �• -�-I �.519 SI • •.6 1.047 • 14 GLAZING BEAD • 5/16' GLASS • • 1.507-" 7.531 .394 .8033 1.047 .050 1M GLAZING BEAD 7/18'I AS --.078 3.719 5.250 4-1.750-1 7A 9" BOTTOM RAIL r-.13G .803 �--.045 1.172 5 GLAZING BEAD INSUL GLASS 8.281 SIDEUTE 9" BOTTOM FRAME 9 000 .312 \ J LEAF WSTRIP ADAPTER LEAF ALIGNMENT BRACKET PRODUCT REVISED as complying with the Florida Building Coda N0*-No. 17-1218.15 Expiration Data 03/20/2019 By Mia 1.574 J_ .375 .125 t3 LEAF CLAMP HINGE BACK-UP PLATE SIDEUTE SUP ON JAMB 75G L1-.281 .125 3.781 SIDEUTE MULLION REINFORCING 110 IF 2017 redact control 11111III it, OF 0 I LaJ tra Ei B w 6 B B NO CHANGE THIS SHEET B E 8 N 8 8 0 0 drawing no. W12-08 sheet 8 of 9 ) • . •SS . . • ... .. .. . . . .. .. • • . . . . . • . . . • . . . •• • • • • ...... • .... DOOR FRAME CORNER LEAF CORNER SIDELITE FRAME CORNER %RV [[F_MU I ION SLIP ON JAMB CORNER ``,,1IIilllll/., ` ; ♦ \O.. 'i is PRODUCT REVISED �: VCENgF'•., as complying with the Florida Building Code NOA-No. 17-1218.15 7 • +, Z Expiration Da 3/20/2019 By /. MI roduct Control �JNA.. drawing no. W12-08 (sheet g of g DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 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 afterthe 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) reseri e.tl►e right. to have this product or material tested for quality assurance purposes. If this product tr maJ aJ:fails to perform in the accepted manner, the manufacturer will incur the expense of such 18stitig 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 Procluc i Control' Section that this product or material fails to meet the requirements of the applicable.11 ding coder... This product is approved as described herein, and has been designed to comply zval!h the Flofii14.101ildina Code, including the High Velocity Hurricane Zone. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy DESCRIPTION: Series"Eco-Guard-100"-Aluminum Single Hung Wndow�,L.M_L' APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard SerieS,100 Alum. S,1j, Wdw, (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared By.ttL-Yarooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unle'ss 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. 15-0406.12 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 Sifang Zhao, P.E. MIAMI-DADE COUNTY APPROVED �. lr��lI NOA, No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 Page 1 Eco Window Systems, LLC. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09.08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 2Q 1-94 • • • • • • 3) Cyclic Wind Pressure Loading per FBC, TiS.203-94 . 4) Forced Entry Test, per FBC 2411.3.2.1, and•TIS202-9" along with marked -up drawings and installation diagram of an al&ri'iiium single hung • window, prepared by Fenestration Testing Laboratory, Inc., Tes export No • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Briaas ir1,.P.E. .... •• (Submitted under NOA No. 14-0317.02) • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. . . 2) Uniform Static Air Pressure Test, Loading ger FJC TAS at.94 • 3) Water Resistance Test, per FBC, TAS 202-9f1.. • ; . • . . 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-926. •.' along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 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 installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by •Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 2/2417 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E - 1 Eco Window Systems., LLC. 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 installation diagram of a 53-1/4" wide x 76-I/4" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by AI-Farooq porpoption, signed and sealed by Javad Ahmad, P.E. • ' • •' • 2. Glazing complies with ASTM E1300-09 •• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources q•ER) • •:'.: E. MATERIAL CERTIFICATIONS . . . ., . .... ••.. • .• . . 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray .rmrt jca, Inc. •for their • • "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15:expiring 14.2 1/16. • . . • F. STATEMENTS • • • •'' • 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317 02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, , HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by ' Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. S9 ZIiczo Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: Apri108, 2019 Approval Date: December 21, 2017 E - 2 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 0060 .... . .• . •• • . • 1. Miami -Dade Department of Regulatory and Economic ResourcQiMER). . . .... . E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray MattIca, hit' their• : • • • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" aite p1/19/1•'7,:expiring •. on 07/08/19. : ` • • F. STATEMENTS • • . ▪ . • •• . ... • . • • • 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. "9 2.44,0 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-3 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• • •• • • • •• • • •• •••• •• • • • • • • • a • • • • ••• • • • • • ••• • • ••• • • •• • • • • • • • • • • • • • • -• • • •. • • ••• • 6' MAX. •• ••C •• ECO-GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 53 1/8" • • HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) OPTIMAL y'INDOW 00TH •• • • • • 47 3,i13' ILO. ¢D(. :LRE) ••• • 12' MAX. 3O ••• HEAD •1 •• • • ••11 I I ••,N II IX I Ii • 1 I I 'II/ li II 1 I II B II 3 II I I , 1 1 I I I yy I II NO ANCHORS AT SILL 47 3/6" D.LO. (VENT) 50 3/16' VENT WIDTH -EQUAL LITES SWEEP LATCHES AT 12-1/2' FROM ENDS TYP. 8' MAX. HEAD CORNERS WINDOW HEIGHT FALSE MUNTINS (SURFACE APPLIED) OPTIONAL SPRING LOADED LATCHES AT 7" FROM ENDS OPTIONAL TO SWEEP LATCHES TYP. TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 53 1/8' D.LO. (FIX. UTE) 12' MAX. 3 O HEAD � I II II I le 114 11 II h 4 li C 11 II NO ANCHORS AT 47 3/8" SILL VENT WIDTH UNEQUAL UTES (ORIEL TYPE) PRODUCT REVISED as complying watt the Florida 8a;kI IS Cod' 1a Accepu .e- NO E 1,101I. Expir Etion Dutc. _p4/C8(s019 VyZh Mxxxi t)xde Moduct C(MITOI 2 TEOF •• •s`fyAL �� 8 COMP-ANL\W09-08ECO FAX (305) 885-5902 0 n 0 B S n 0 L .o 0 S S 0 drawing no. W09-08 sheet 1 of 6 • • ••• •• •• • •• • • • • • • • • • • • • ••• • • • ••• •• • •• •• • • • • • • • • •• • • •• • •• • •• • • • • • • ••• EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF • GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' "WIDTH (, HEIGHT (EXT.(+) 1NT.(-)1 19-11/8i ti75.0.-* 90.0J 24" 75.0 -90.0 26-1/2" �..• Ci 75.0 90.0 32" 26" 75.0 90.0 37' (3) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 19-1/8" 75.0 90.0 24' _ 75.0 90.0 26-1/2" 75.0 90.0 32" 38-3/8" 75.0 90.0 37' (4) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32" 50-5/8" 75.0 90.0 37' (5) 75.0 90.0 40" 75.0 90.0 ' 48' 75.0 90.0 53-1/8" 75.0 90.0 19-1/8' 75.0 90.0 24" 75.0 90.0 26-1/2' 75.0 90.0 32' 63" 75.0 90.0 37' (6) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 76' 75.0 90.0 37' (7) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8' 75.0 90.0 IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC- 21 9 6, DTH • 3 • • ••• • •• • • • • • • • 1 • • • ••• • • ••• • • • '• •.• • •• • • • •• •• • • • •• ••• • • • • • •• • • • • • ••• • EQUAL LITES 1/B" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW 899 m ii O/r-r® AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY GLASS TYPE 'A'� • • •• • • •• UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - POE I GLASS TYPE GLASS TYPES v • FLANGE DIMS. 'A" 'B' & 'C' •WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) I ft-1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32' 50-5/8' 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53-1/8' 75.0 90.0 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32' 63' 75.0 90.0 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' - - 75.0 90.0 53-1/8' - - 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 ' 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32" 76' 75.0 90.0 75.0 90.0 37' (7) - - 75.0 90.0 40' - - 75.0 90.0 48" - - 75.0 90.0 53-1/8' - - 75.0 90.0 3/16' HEAT STREN'D. GLASS .090" lnterloyer Trosifol PVB By •kuraray America, Inc.' 3/16" HEAT STREN'D. CLASS SILICONE DOW 899 AT 1/4 POINTS ON UTES IDER THAN 36' ONLY GLASS TYPE 'B' . LAZING OPTIONS IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • U ra WIDTH eo �zz oZ�w x G UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. a GLASS TYPE 'C' 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE /8" HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SIUCONE DOW 899 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS AT 1/4 POINTS Pli.0i.a.ICT CF VISSD ALL SIZES nxyl c3'•.ii the Florida sif c-pann Nojj(o)I./$ Eottaratkar 1~ovl9etlzoi9 Miami l Product C trel ```!:t 1111e11`/./'7' N•. 7 ECO—GUARD SERIES-100 ALUM S.H. WDW. (L.M.I.) 0 0. V 0 n J a Vi V) W w -c; F 00M1 C] eo • c1 z 3 L.L1 3Z o OU L-6-w W co ! 0`- Cc 6 UPDATED TO 2014 roe B S 0 S P 4 S c S drawing no. W09-08 sheet 2of 6 • ••• • • • ••• •• •• •• •• • •• •• • •• • • • •• • ••• • • •• •• • • ••• • • •• • • • •• • • • • • • • ••• • • • • ••• IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE' GIST G " EXTERIO O OPTIONAL TO BOTTOM LATCH • • • • •• • • • • • • -• • • • ••• i TYPICAL ANCHORS SEE ELEV. FOR SPACING L • • • _ • •• • "• •1 •• • • ill 16 • • • • • • • S r • ••• • • • • •• • • — • •• • • • • • ••• •• • • MIAMI-DADE COUNTY APPROVED MULUON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST EDGE DIST I NA TYPICAL ANCHORS) TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING .1%4""DIAT"ULTRACON�'-(Fa-177 KSI, Fy=155 KSI) INTO-2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION"INTO.WOOD.,(HEAD/JAMBS) THRU 1B�INTO CONC. OR BLOCKS 1 1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1 ,1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 614 SMS OR SFLF DRIIIING SCRFWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS to - 3000 PSI MIN. C-90 HOLLOW/F1LLED NORMAL WEIGHT BLOCK AT JAMBS frm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Florida E:y,irztloa DU,e 4loA 1 to19 3y_ a ztiao Miami linde 'duct Comm: %%111111//7, ,��''�fceNSF' • • • • No( 70592 _I �.iTATE OF '14/•" ro‘V Z _ • .1 O p&o�g o frU. got a&ago egg caoo oatEi ( lot a = g LLo jom a6sIf 9 N N a O U J J (0 L H N W V) N U) cp co 3y; 0 co • v, WU 3zo O NJ 0 ,(0 UJ J Woo�� FAX (305) 885-5902 0 n 8 3 UPDATED TO 2017 FAC 0 S 2 8 a drawing no. W09-08 sheet 3 of 6 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• ••• •• • • •• •• • •• • • • • • • •• • • • .• • • • • • .• MLNMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • • • •• • • • • • •. • • • • • • • • • _• • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM / PART I REQD. - DESCRIPTION MATERIAL MANF./SUPPLIER/REMARRS 1 FY101 1 FRAME HEAD 6063-T6 - ti• • �115 1 FRAME SILL 6063-T6 - 3• 4IFY103 2 FRAME JAMB 6063-T6 - 4 : _: 104 ` 1 FIXED MTG. RAIL 6063-T6 - 43•• 4Y105 1 VENT TOP RAIL 6063-T6 - 8 FY114 1 VENT BOTTOM RAIL 6063-T8 - 7 FY107 2 VENT SIDE RAIL 6063-T6 - 1 • 118 • • FY108 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - • 8A • • FY109 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 1 88 • FY110 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 1 • 6 • • • FY116 2/VENT SASH STOP 6063-T5 - 11 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6063-T6 - 1 1 A - 1/ LATCH LATCH SPRING ST. SILLL - 12 SL203P 2/VENT SWEEP LATCH, AT 12-I/2' FROM ENDS ZAMAX SULLIVAN & ASSOC. 12A j8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 13 - AS REOD. SETTING BLOCK EPDM DUROMETER 80f5 SHORE A 14 #8 X 1" AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REOD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REOD. FIN SEAL WSTRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS 19A #6 X 3/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI 20A j8 X 5/8' 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21 - AS REOD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16' BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 PRODUCT REVISED as complying with L55 Florida Bui !ding. Codc :ccptenca No 11-1011.23 capiratiou Date PM( Og I 24+14 By __,Si2 Miami Dade Control 1/4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING `"V z m • 21 hl q Q R`ft oeftRI yO Q W Z LL G• {LzN=e ItEicolEP 0 0 V Vi FAX (305) 885-5902 UPDATED TO 2014 FTC UPDATED TO 2011 FBC B B drawing no. W09-08 sheet 4of 6 • • .•. . • . ••. •• •. • • •• • •• •• • • • . . •• •• •• •• • • • • • . •• •• • • • • . • • • • • • • • • • • • •• •• • • • • • TYPICAL ANCHORS EDGE DIST. _ . SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • • • • • • •• • • • • • • • • • • MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ut ! 2EVISEIi cU-plying with the Florida liu,k og Code Acceptance No 1-101l•L'/i Evi:.ILO Dare .19 s ?,o_7n14A Mimi Dade Product Caarei ECO-GUARD SERIES-100 ALUM S.H. WOW. (LM.1.) D 0 3 .• drawing no. W09-08 sheet 5 of 6 • • ••• • • • ••• .• .. • • •• • S. •• • • • • • •• •• •• . • • • •• • • •• ... •. . •• • • •• •• • •• •• •• • • ... • • •• • • • • • 1.688 2.750 .oez (I �i .813 — O 1.375 2.812 FRAME HEAD 1.422 0 FIX. MEETING RAIL 0 VENT TOP RAIL .750 0 f--1.281--1 FRAME JAMB .519 0 VENT SIDE RAIL • • ••• • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • '• • • • • • • • • • • • • • • • • S. • • • •. • • • • • . • .. • • • • .3941 r .050 -11-- .803 .045 ® --� 1.047 1.047 GLAZING BEADS 1.140 © VENT BOTTOM RAIL tt SPRING LOADED LATCH 2.974 .062 FrThf 8174 Fes— 2.750 0 FRAME SILL 3.002 .500 23 FLUSH FRAME ADAPTER .803 FRAME CORNERS DETAIL 'lODU� RE9ISED .s.:o^.r,:,iing with the FloHd6 uildi:1g Cede :eprauc- N<r 1 g.LLI Expiration Date Jai 1 zu1 • Miami Dade Per-raduct Control YFNI CORNFR IFTAU ECO-GUARD SERIES-100 ALUM S.H. WDW. 0 0 a V S B UPDATED TO 2017 TBC O 8 a a 0 FAX (305) 885-5902 a 0 S 8 s drawing no. W09-08 (sheet 6of 6 ) ININDows B 7'w - 38 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 materTfa'�1'fails to perform in the accepted manner, the manufacturer will incur the expense of such rtgiting and she .14J may immediately revoke, modify, or suspend the use of such product or material withiittkir jurisdtc,'tim• RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade. City Product Control Section that this product or material fails to meet the requirements of the applicablebuilding coda This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.gov/economy •••• a. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Rejggorcement �:.:M:I. • • APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum :Tulle Iviullions" sheets 1 through 10 of 10, dated 04/27/10 with revision C dated 02/16/17, prepared by 3naniifiacturet, signed and sealed by Thomas J. Sofas, P.E., bearing the Miami -Dade County Product Control Revigion steep tiith the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •'• • • • • • • • MIAMI-DADE COUNTY APPROVED • Nok No. 17-0222.131 Expiration Date: M`ay 30; 2018 Approval Date: April 13, 2017 Page 1 • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10, with revision C dated 02/16/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. • • • • • (Submitted under NOA No. 02-0501.05) • • ` • • • 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per !'BC, TAS•292•94 '. along with marked -up drawings and installation diagram of I2Q:Sp n aluminum tubg mullions with C4 x 4.5 steel channel reinforcement, eper d by. Hlricant Engineering & Testing, Inc., Test Report No. HETI-02-1714, tinted 08/2W422 signed •; • • • and sealed by Rafael E. Droz-Seda, P.E. • • . ..• .. ...• (Submitted under NOA No. 02-0501.05) . • 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94: . , . • 2) Cyclic Wind Pressure Loading per FBC, T4S 0-94 • • along with marked -up drawings and installation diagram of 120'° slian aluiiiinUm tubs' mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane >~ngzrieering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IIETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Mann erez, P.E. Product Co Examiner NOA No. 17-0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 E-1 • A Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P.E. • • • • (Submitted under NOA No. 95-1212.09) St • '""" .. • , C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying•, ith FBC 2810, • prepared by manufacturer, dated 05/17/10 and updated on 01/21/12' prepared, Signed •... and sealed by Thomas J. Sotos, P.E. •• • ••, • .. .. •••. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE E. F. • .. . • . • . •• • • • 1 1. Miami -Dade Department of Regulatory and Economic Resources (AR)..".'. .. . MATERIAL CERTIFICATIONS 1. None. . • STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/12, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.07) 3. Laboratory compliance letter for Test Reports No. HETI-02-1714, HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) E-2 Manue P.E. Product Cont' miner NOA No. -0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 14-0908.08, issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinfoitent — L.M.I.", approved on 11/06/14 and expiring on 05/30/17. "" 2. One year approval, subjected to successful verification test. E-3 . . • . . .... • . • . • . . .... .... .... • . . .. .. •..• . • . . • . • ▪ . . .. . . • . . ... • . . • . L.-71Z Man rez, P.E. Product Co ro xaminer NOA Nd. 17-0222.13 Expiration Date: May 30, 2018 Approval Date: April 13, 2017 • • ••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • •.••• • • • • •. • • •• • • • •• • • • • • • .•• ANCHOR/CLIP - GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION 3 GLAZING PRODUCT VERTICAL MULLION GLAZING ; PRODUCT ANCHOR/CLIP VERTICAL MULLION MULLION GLAZING PRODUCT L W1 W2 . �• W3 MULLION SPAN WIDTH (W) _ W1 + W2 + W3 2 ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP VERTICAL MULLION GLAZING PRODUCT W1 W2 W WIDTH (W) - W1 + W2 2 • • • • • • • • • • •• • • • •• • • • • • • • • ANCIlO/CWP • • • • • I • •- ••••. -• -0 -• HORI ZO•TAL•MULLION N I a \ PNCHOR/CLIP _ HORIZONTAL MULLION GLAZING PRODUCT - 3 GLAZING PRODUCT VERTICAL MULLION • w GLAZING ,. PRODUCT M r-ANCHOR/CLIP ��(/J 1 o P'^ ZM W1 W2 MULLION SPAN WIDTH (W) = W1 + W2 2 TYPICAL MULLION ARRANGEMENTS • i • • .0: N THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE 2614 FLORIDA BUILDING CODE 5th EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. A'LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BLDG. CODE - SECTION- 2003.8.4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ▪ REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • • REFER TO SHEET 5 OF 10 FOR •MAX. MULL DESIGN.' PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 'RODUCT REVISIII as omplying with the Florida Building Cade Acceptance No Expiration Doe :Grr1G.'!L -0242. By Mi. ;,.. Dade Prodact 8 ANUFACTURSR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS ALUMINUM m to 0 z Cl] a z z a 0 a � a - W to V z z a U 0 0 a I I C. Compliance w/ FBC 5111 Edition (2014) 9. 10 f a I z 0 z .MI t t,,a ppW z ` 0 . •:� � yz O,n N• it ` i. <' W x i • • ••• • • • ••• • • • •• • • • • •• • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • • •• • • • • • .156 TYP. 1.690 1405 3.000 4.500 2X MULLION CLIP 6063-T6 NOTCH OPTIONAL .750 .125 - T 2000. L 'L' 2.253 4.500 I MULLION CLIP 6063-T6 .125 MIN. NOTCH OPTIONAL 'L --2Oo0--I ANGLE CLIP 6063 6 4.000 6.000 • • • • • •• • • • TYPICAL• • • WINDOW MANGO •• • • • 2.000 STANDARD TUBULAR SHAPES TYP. WALL = 125 ALL ALLOY = 6063-T6 TYPICAL GLAZING PRODUCT 2.000--1 3.000- 1.000 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL I X 2 1.688' 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF. 10. .125 4.000 • . • • • • • • • • • • • • •L • ABB. IO2 I` L062-1 1 X 4 CUSTOM MULLION 6063-76 Ixx: 2.070 int Sxx: 1.035 in3 (FLANGE FRAME) 6.000 I 2.000- 1 2 X 6 STD. TUBE MULLION 6063-T6 Ixx: 8.280 in Sxx: 2.760 in3 1-1.000 -1 --1.I6B- 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 1.000 int Sox: 0.667 in3 (FIN FRAMS) 4.000 �.125 2 X 4 STD. TUBE MULLION 6063-T6 Ixx: 2.980 int. Sxx: 1.490 in3 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP STEP STEP STEP STEP STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON `SHEET 3 OF 10 SELECT MULLION SIZE 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THOU 9 AND ANCHOR CHARTS 6 ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 .156 r1 .102 �I� 1.062 1 X 3 CUSTOM MULLION 6063-T6 Ixx: 0.950 int Sxx: 0.633 in3 (FLANGE FRAME) r1A00l 125 } 4.000 X 4 STD, TUBE MUI LION 6063-T6 Ixx: 2.070 in. Sxx: 1.035 ins 2.000 1.500 1.732 2.062 1 X 2 CUSTOM MULLION 6063-TO Ixx: 0.370 int Sxx: 0.370 ins (FIN FRAME) 3.000 .062 125 2.000 .156- 078 -1.062� 1 X 2 CUSTOM MULLION 6063-T6 Ixx: 0.330 int Sxx: 0.330 in3 (FLANGE FRAME) P2<R?IJCT REVISED e. complying with the Florida 13ui10ing COcle r. cceplance No Elpiration Date r-t.DDDy Ey .125 Mi F 1 X 3 STD. TUBE MULLION 6063-T6 Ixx: 0.950 in` Sxx: 0.633 ins L 2.000 L r 1.000 F .125 1 X 2 STD. TUBE MULLION 6063-T6 Ixx: 0.330 int Sox: 0.330 ins RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: • 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. ANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS en 0 Z 00 51 0 00 00 O 6' CU Ix co Tn U a. Z w LAW—ML-1001 i d C. CompIionce w/ FOC 5th Edition (2014) So Sa5m a N z N m zz I rc m�� <.• xp �4- ¢' CTC • • ••• • • • ••• • • •• • • • • •• • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • • •• •• • •• • • • • • • • •• • • • • TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 WIdtb tit AJ..LSPAN •tX; •1X3* 1X•t•1 2X4 2X6 Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 NUM WINDOWS AND CLASS DOORS MULLIONS RESSURE CHARTS AND GENERAL NOTE 18 150.0 150.0 150.0 150.0 150.0 18 • • • • 28.39 • 8t.5 150.0• 150.0 150.0 18 - 19.3 42.1 60.5 150.0 - 24 - -150.0 150.0 150.0 150.0 150.0 • • :1.Z a 61.1 133 150.0 150.0 24 - - 31.5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 • • • • • 17.0 48.9 • a106.5• 150.0 150.0 30 - - - 25.2 36.3 100.9 36 102.5 150.0 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 - - 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 150.0 42 - 34.9 76.1 109.5 150.0 42 - - 18.0 25.9 72.1 48 38 315' 76.9 150.0 150.0 150.0 150.0 48 I4� - 30.6 g 95.8 150.0 48 120" 15.8 22.7 63.1 54 68.3 137.6 150.0 150.0 150.0 54 • •74� • • • • •- • • • 2;2.2 85.2 150.0 54 - - - 20.2 56.1 60 61.5 123.9 150.0 150.0 150.0 60 • • • • • _ • • 244 59.3 76.7 144.2 60 - - - 18.2 50.5 66 55.9 112.6 150.0 150.0 150.0 66 • • • • • • •- • a 2Z2 48.I 69.7 131.1 66 - - 16.5 45.9 72 51.3 103.2 150.0 150.0 . 150.0 72 • • • • - • • 2(P • 044.4 63.9 120.2 72 - - - 15.1 42.1 0 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 18 89.3 150.0 150.0 150.0 1500 18 - 56.3 122.6 150.0 150.0 18 - - 31.6 45.5 126.4 ,-1 24 67.0 150.0 150.0 150.0 150.0 24 - 42.2 92.0 132.4 150.0 24 - - 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 - 33.8 73.6 105.9 150.0 30 - - 19.0 27.3 75.8 ALUMINUM TUBE UNREINE'ORCED TUBE MULLIONS DESIGN PR ,...... ....., C Is..ia• w.i.et a•f...n.. Mans.., n..ss,m thunOr: LAW • 36 44.6 118.6 150.0 150.0 150.0 36 - 28.1 61.3 88.3 150.0 36 - - 15.8 22.7 63.2 42 38.3 101.7 150.0 150.0 150.0 42 - 24.1 52.6 75.7 150.0 42 - - - 19.5 54.2 LAW O N INDUSTRIES; INC.) MANUFACTURER OP QUALITY A, 48 50.618" 33.5 89.0 145.4 150.0 150.0 48 84" - 21.1 46.0 66.2 140.8 48 132" - - - 17.1 '47.4 54 29.8 79.1 129.2 150.0 150.0 64 - 18.8 40.9 58.8 1252 64 - - - 15.2 42.1 60 26.8 71.2 116.3 150.0 150.0 60 - 16.9 36.8 53.0 112.7 60 - - - - 37.9 66 24.4 64.7 105.7 150.0 ' 150.0 8B - - 15.3 33.4 . 48.1 102.4 66 - - - - 34.5 72 22.3 59.3. . 96.9 139,5 150.0 72 30.7 44.1. 93.9 72 - - - - 31.6 78 20.6 54.7 89.5 128.E 150.0 . 78 - - 28.3 40.7 86.7 78 - - - - 29.2 18 62.6 150.0 150.0 150.0 150.0 18 . - 37.7 82.1 118.3 1500 18 - - 24.3 . 35.0 .97.4 24 46.9 135.1 150.0 150.0 150.0 24 - 28.3 61.6 88.7 150.0 24 - - . 18.3 26.3' 73.0 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - - 21.0 58.4 36 31.3 90.1 150.0 150.0 150.0 36 - 18.8 41.1 59.1 143.8 36 - - - 17.5 48.7 42 26.8 77.2 131.1 150.0 150.0 42 - 16.2 35.2 50.7 123.2 42 - - - 15.0 41.7 48 57" 23.5 67.5 114.7 - 150.0 150.0 48 96' - . - 30.8 44.3 107.8 48 144" - - - - 36.5 54 20.9 60.0 101.9 146.8 150.0 ' 54 - - 27.4 39.4 95.8 54 - - - - 32.5 60 18.8 54.0 91.7 132.1 150.0 60 - - 24.6 35.5 86.3 60 ' - - - - 29.2 66 17.1 49.1 83.4 120.1 150.0 66 - - 22.4 32.3 78.4 66 - - - 26.6 72 15.6 45.0 76:5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - 24.3 Nwfen W.W: 'A' - No change this sheet C. Compliance W/ FBC 5th Edition (201. - 78 - 41.6 70.6 101.6 150.0 78 - - 19.0 27.3 66.3 78 - - - - 22.5 r� 18 46.3 133.4 150.0 150.0 150.0 18 - 26.5 57.7 83.1 150.0 18 - - - 31.0 86.1 4 s $ 24 34.8 100.0 150.0 150.0 150.0 24 - 19.9 43.3 62.3 150.0 24 - - - 23.3 64.6 30 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.8 136.3 30 - - - 18.6 51.7 36 23.2 66.7 125.2 150.0 150.0 36 - - 28.8 41.5 1136 36 - - - 15.5 43.1 42 19.9 57.2 107.3 150.0 150.0 42 - - 24.7 35.6 97.4 42 - - - - 36.9 N p 48 63" 17.4 50.0 93.9 135.1 150.0 48 108" - - 21.6 31.1 85.2 48 150" - - - - 32.3 a 5 m 54 15.4 44.5 83.4 120.1 150.0 64 - - 192 27.7 75.7 54 - - - - 28.7 60 - 40.0 75.1 108.1 150.0 60 - - 17.3 24.9 68.1 60 - 25.8 z z 66 - 36.4 68.3 98.3 150.0 66 - - 15.7 22.7 62.0 66 - - - - 23.5 t S 72 - 33.3 62.6 90.1 150.0 72 - - - 20.8 56.8 72 - - - - 21.5 j 78 - _ 30.8 57.8 83.2 150.0 78 - - - 19.2 52.4 78 - - - - 19.9 1 . -HORIZONTAL MULLION •....:;; , 'GLAZ NG3 ```ARCHES TYPICAL MULLION• ARRANGEMENTS '',y; .�`�-g..............*A. VERTICAL PRODUCT S TO BE INSCRIBED •lQ, • .i d+z,a O :✓PL �•'•, GLAZING MULLION GLAZING Z 0¢ INSIDE RECTANGULAR SHAPE PRODUCT REVISED NOTE: a. complying with the Reeks o a4r, CO g�} z� N 0 ;N %"'9I�-j;z rA u1 Q••L" PRODUCT PRODUCT D 2 O. to GLAZING PRODUCT GLAZING PRODUCT N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Building Code Acceptance No i VERTICALLY OR HORIZONTALLY. Expire • (INTERPOLATION BETWEEN WIDTHS ALLOWED) ny -;*. u, h t- k. ze..V? ;V G o p (<••C f �rc Dade P adect .. I WIDTH (W) = wl + W2 tl C.1I W1 W2 2 • - MULLION SPAN J • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• ••• •• • •• • • •• •• • • • •• • • • • • • •• • ••• .156 TYP. 1.690 1.405 3.000 4.500 -1 2X MULLION CLIP 3L...6063-TO NOTCH OPTIONAL .750 1 2.000 .125 - r 2.000 2.250 4.500 1X MULLION CLIP 6063-T6 �-.125 MIN. NOTCH OPTIONAL _1 L I~ 2.000 NOTCH OPTIONAL ANGLE CLIP 6063-T6 • • 4.000 4.000 6.000 � icad 5N5%t'-,tt%Tteti,v11I 2 X 4 / T T 3.000 I�-2.000-�1 • • • • • •• • • • TYPICA• • • WINDOW •RAMC • • • • • STANDARD TUBULAR SHAPES TYP. WALL = .125" ALL ALLOY - 6053-T6 TYPICAL GLAZING PRODUCT -4 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING CLIP LENGTH MULL L" 1 X 2 1.688' 1 X 3 2.689" 1 X 4 - 3.688' 2 X 4 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. •• .062 • • .125 • • •• I a • • - • • I • .1e9.1 102 I k-1.062 1 X 4 CUSTOM MULLION 6063-T6 Ixx: 4.709 In! Sxx: 2.355 in (FLANGE FRAME) 4.000 125 1 X 4 STD. TUBE MULLION 6063-TO lxx: 4.709 in4 Sxx: 2.355 ins 3.000 .156 3I .102 1.062 1 X 3 CUSTOM MULLION 6063-T6 lxx: 2.168 in'. Sxx: 1.445 in} (FLANGE FRAME) .123 1 X 3 STD. TUBE MULLION 6063-T6 lxx: 2.168 in4. Sxx: 1.445 ins -1.500 .115 3.000 711 L 1.732 3.062 I-1.000 -I --1.186 1 X 3 CUSTOM MULLION 6063-T6 box: 2.218 in Sxx: 1.479 ins (FIN FRAME) 2 X 6 STD. TUBE MULLION 6063-T5 Ixx:19.648 ink Sxx: 6.549 in3 r'•4r2 �X 4" l STD. TUBE MULLION W1==•....6063-TeV' Ixx: 7.649 in Sxx: 3.825 ins INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP ,3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MAXIMUM SHIM SPACING. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE STEP 5 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS STEP C ON SHEET 9, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. PRODUCT REVLSED th4 f1at.1 0x44x4 �ry.dM4.131 Accrym^a N Don RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. to n tn o to m m to o z m 0 01 O 3 1` z> Ii -1 Z N0 d ea MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS on F 0 a a Al x Al Cn G 00 Ea.. W S Al 00 00 a 00 0 m In I 00 0 S I I I Edition (2014) g Ia �gn 10 F B Z • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• •• • • • • • • • • • • • ••• STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width(w) MULL SPAN 1X3 1X4 2X4 2X6 Wldtil(w),,MULLSPATP 1•x3 1!X4_• 2X4 2X6 Width(w) MULL SPAN 1X3 1X4 12X4, 2X6 n N.W. 90 ST. .EY, FLORIDA 33166 Jo. (305) 696-8660 IONS AND CLASS DOORS NS ARTS AND GENERAL NOTE; 18 150.0 150.0 150.0 150.0 48 • • • • 4;1500 • 140.0 • 150.0 150.0 18 44.0 95.7 150.0 150.0 24 150.0 _ _150.0 150.0 150.0 � � � 61 3�5 1:0.0 • i 50.0 150.0 24 33.0 71.8 116.6 150.0 30 150.0 150.0 150.0 150.0 ;4 % • • • • • • 111.6 •1 40 ''! 150.0 150.0 30 26.4 57.4 93.2 150,0 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 _36-.., 22.0 47.8 .77.7 150.0 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 1.42/" 18.9 41.0 166.6? 150.0 48 38- 3/8" 150.0 150.0 150.0 150.0 48 74-1/4" 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 54 150.0 150.0 150.0 150.0 54 a," : : 6.6"2 jl : • •1346• • 150.0 .150.0 54 - 31.9 51.8 133.1 60 150.0 150.0 150.0 150.0 60 • • • • • • •5546 • • 121.1 150.0 150.0 60 - 28.7 46.6 119.8 2 66 150.0 150.0 150.0 150.0 66 • •51547: : 110.1 150.0 150.0 66 - 26.1 42.4 108.9 72 150.0 150.0 150.0 150.0 72 • • • • • •4641 • • a10y4 150.0 150,0 72 - 23.9 38.9 99.8 ALUMINUM TUBE MULLIO REINFORCED TUBE MULLIONS DESIGN PRESSURE CH •.....ou ae,ni C Sca4: PreWet Ps/e.rw. Num.: Ora,..t,y Mei* LAW—ML-1001 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 . 150.0 78 - 22.1 35.9 92.1 18 150.0 150.0 150.0 150.0 1 18 128.4 150.0 150.0 .'150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 30 150.0 150.0 150.0 ' 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 36 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 I, 4I1, WJS ®N INTIJVSTRIES, INC. MANUFACTURER OF QUALITY A 48 50-5/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.8 150.0 150.0 48 132" - 27.0 43.8 112.5 54 150.0 150.0 150.0 150.0 ' 54 42.8 93.0 150.0 150.0 54 - 24.0 38.9 100.0 60 150.0 . 150.0 150.0 150.0 60 38.5• 83.7 135.9 150.0 60 - .21.6 35.0 90.0 66 147.7 150.0 150.0 150.0 ' 66 35.0 76.1 123.6 150.0 66 - 19.6 31,8 81.8 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 .150.0 72 - 18.0 29.2 75.0 78 124.9 150:0 150.0 150.0 78 29.6 64.4 ' 104.6 150.0 78 - 16.6 26.9 69.2 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55:4. '89.9 150.0' 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0• 150.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 • 36 43.0 93.4 150.0 150.0 36 - 27.7 45.0 115.5• 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 • - 23.7 38.5 99.0 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 • 150.0 48 144" - 20.8 33.7 86.6 54 137.0 150.0 150.0 150.0 54 ' 28.7 . 62.3 101.2 150.0 54 - 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0. 60 - 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 - 15.1 24.5 63.0 4....v N.�.. i "A' - No chonge this Sheet 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 - - 22.5 57.8• 9 am 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 - - 20.8 53.3 9 li 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 '` _ o 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 S W 1 3 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 30 - 29.4 47.7 122.E 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 - 24.5 39.8 102.2 ` m 42 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 42 21.0 34.1' 87.6 2 $ 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.8 76.6 4 ' 54 101.5 150.0 150.0 150.0 54 20.1 43.7 '71.1 150.0 54 - 18.3 26.5 68.1 l z z 60 91.3 150.0 150.0 150.0 60 18.1 39.4 _ 64.0 150.0 60 - - 23.9 61.3 66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 - 21.7 55.7 z E U 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 - - 19.9 51.1 ,t 1 78 70.2 131.4 150.0 150.0 78 30.3 49.2 124.4 78 - - 18.4 47.2 1 -HORIZONTAL MUWON '-GLAZING r -1,.., TYPICAL MULLION ARRANGEMENTS ?sf,,?ia VERTICAL PRODUCT ARCHES OBE INSCRIBED me: `ti /r.!^{�, MUWON INSIDE RECTANGULAR RSHAAPE } O NOTE: Rcomplying_ [- {` � �888%%% r ii o GLAZING PROOUCT GLAZING PRODUCT M ¢ EL 3 aswith the Florida MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Ibwlamgcode �7M/f�/ VERTICALLY OR HORIZONTALLY. Ac,zptanceNoCI.V '22.i$ .-' ' .0 •-- - i,> lr +' �? GLAZING PRODUCT GLAZING PRODUCT Expiration Daft iF 1.10//,07/.1 (INTERPOLATION BETWEEN WIDTHS ALLOWED) r� BY.10,.,.._r G iR o •-y_ : •'f�d� 1 s 4L1 I & + .�: Dade y1vpust •It."r a c5f,` W1 W2� WIDTH (W) uaI W,- 1 W2 - 2�-' - - MULLION SPAN - ' _. ^ o • . ••• . . . ••• .S. •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • . •• •... •. • •. • . •. •. • •• •• • • • • • • • •• •• • • • • • 1 1/4" MIN EDGE D:ST. 5/I6' TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) P/ e � I I//IIM ,4 3/4" MIN. EDGE DIST 1 1/4" MIN. EIGE DI T. ALTERNATE ANCHOR LOCATION 2 BY WOOD BUCK 5016" TAPOWNS 1-1/2' MIN. WAD ¥NETIR4FON • I ipER ANGLE • • • \ 2 5 MIN. EDGE DIST. • • • 2-S/ 6" CONCRETE eR • • i 4 �Hq�LOMIBLQ�IC• • • • —. :fir" " IX FLOATING CLIP 5/16' TAPCONS 1-1/2' MIN. WOOD PENETRATION 1 PER RNLI 1111111P7IrWirre. 2 BY WOOD BUCK 2 X 2 X 1/6' ALUM ANGLE ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 5/16' TAPCONS 1-1/2' MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) 2 BY WOOD BUCK • • • • • • • . S I •.• • • 2X 2X 1/B" ALUM ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 5/16' TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CLIP ANCHORS TYPE 'B' 4 ANCHORS INTO WOOD 2X 2X I/6' ALUM ANGLE • • • • ••• 5/16` TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) pig \ Z - 1 BY WOOD BUCK ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. IX FLOATING CUP 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER ANGLE ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1 "x4" & - 2"x4" MULL 2 X 2 X 1/B' ALUM ANGLE MIN. EDGE 01ST. 2-3/16" CONCRETE OR 4" HOLLOW BLO K 5/16' TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) ' ALTERNATE ANCHOR LOCATION 1 BY WOOD BUCK 5/16 TAPCONS 1-3/4' MiN. EMBED INTO MASONRY 1 PER ANGLE ll� IX FLOATING CLIP ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2 X 2 X 1/8" ALUM ANGLE PRODUCT REVISED y complying with the Plaids Building Code AcceplaINn -QLLL.1 F- { ra ' ace Date M' Dade PnKbct U z ciD z 0 a 2 ALUMINUM TIME DETAILS. AND GENERAL NOTES z0 N w I E F vised date For the FBC-2014 ce C. Compliance r/ FBC 5th Edition (2014) �n 0 qqm 8a I I 0 z 0 a.' 2 p5� 1 a _i tP2F CQ • p�f'�•y tL co • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 000 • • • • • • • • • • • .• • ••• • • • • ••• MIN. EDGE DIST. 2-3 OR 4' HOLLOW BLO K • 5/16" TAPCONS 1 3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 3 1/4" eMIN. I II II CONCRETE OR CEMENT BLOCK MULL • • ••♦ • • • • • • • • • • 14.IN. ESGE•DIST. • • • • 5/1• TAFCONS 1.3/4" SIN. EMBED INTO•MAS!NR4 • _ • • ROLL •• • • CONCRETE OR CEMENT BLOCK FLOATING CLIP • • • •• • 4' �OL�W.BLbCK ••• • • • • • • • X 2 X 2 X 1/6" ALUM ANGLE ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK ALTERNATE ANCHOR LOCATION f < . \z 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WING) 5/16" TAPCONS 1-3/4" MIN. EMBED INTO MASONRY - I PER ANGLE MULL /12 SIAS 2 PER ANGLE a ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. • 2 7/16 MIN. 5/16" TAPCONS I-3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) r 5/16" TAPCONS 1-3/4" MN. EMBED INTO MASONRY 2 PER AANGLE- CONCRETE OR CEMENT BLOCK ANCHORS TYPE 'D' (INTO BLOCK) -ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE- R=CEMENT BLOCK 1 "x4" &12"x4" MULL f CONCRETE OR CEMENT BLOCK .5/16 TAPCONS,Y 1-3/4C,MIN.,EMBED ;INTO 1 MASONRY 4 PER CLIP (2 ON EACH WING)? CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. U LI MULL FLOATING CLIP PRODUCT REVISED a; complying With the F)Drida Building Code Ay� Acceptance Nor .0227 Expiration By Mi _2 X 2 X 1/8" ALUM ANGLE I)ete ✓ ViVS /OA: Dade Product cip U rM^^ a z U CZ CZ cr c4 0 ti LAW ML-1001 I I ed date for the FBC-2014 C. Comptonce w/ FBC 5th Edl a� I 61 i i I N c w 4: " FQ' GE:: �O z- Lti C;: y # % w sie tia6 %%%% Ll • . •.. . • • ••• S. •• • • •• • •• •• • • • • • • • • • • • • . •• •••• •• • •• • •• •• •• • •. •• •• • •• • • • . • • • • • • • MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK N 2X6 MULL - 3/4 0 3-3/4" O 3-3/4" MIN. 5 11/16" ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN • • • • • • 5/16• TAPCONS • • • • • • • S • I 3/4' MIN.IMB`p INTC.MASONRY • • • 4 PER CLIP Oy EACH•WING) • • • • • • • • • • MU L[� 2 X14 • 2 X E• LENGTH .. �' • • •••3.E168• • • • • • • • •5.688'• • • . • • 5/16' TAPCONS 1 3/4" MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. MIN. EDGE DIST. 3/16• CONCRETE OR • • 4 H. Low BLO K • • • • •.. • •• • •••Q • • •• 1111111W • • MIH • LT.! .� 3-3/4" 5/16" TAPCONS MIN. I 3/4" MIN. EMBED INTO MASONRY 4 PER CLP (2 ON EACH WING) 2X6 MULL 5/I6' TAPCONS I-3/i MIN. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) 1 3/4" MIN. CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 . 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 2x6 MULL • ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) WOOD BUCK CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 2"X6" MULL SHOWN PRODUCT REVISED as complying with the Florida Building Code Acceptance Noll- 0 12.13 Expiration Date By if 6 ALUMINUM TUBE. �n P a EE-- 0 z 1 w Z U 0 Cn < z 0 - 'a 5 W � O 2 0 cri 1- Z Gl 0. 0. CC U 0 "K if o 8 4 0 0 S S I I I I z ru z I C •* ' Yeti/elf S-'•':�1� n y ry 0 �:vA Cr. Zic laN 45 L) 1- 6 0 • . •.• • • • ••• •• •• • V • •• •• • •• • • •• • • •• • • • •• • •. •• •••• •• • •• • •. •• • • •• •• • • •• ••• • • . • • ••• MIN. EDGE DIST. 2-3/16" CONCRETE OR 4' HOLLOW BLOCK 5/I6' TAPCONS • I -3/4' MIN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 2.4 or 246 Mull • CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ••• • • • • • • • • • • • • • •• • 2 2 X 1/4. ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. 5/16" TAPCONS 1-3/4 MIN. EMBED INTO MASONRY 2 PER ANGLE MIN. EDGE 01ST. 2-3/16" CONCRETE OR 4" HOLLOW BLOCK \ 2 his SINS 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE OA 5/8„(2) L_ 3" J OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT BLOCK 11. ALL CURS AND ANGLES ARE TO FIT 'MG 110 TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. •• • • • •• •• • _Mt? LENGTH •1 le 1.688' 1 X 3 2.688' 1 X 4 3.688' EN M 4 3.688' • a X 6 5.688' TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY / 14 S.M.S. 2/ CHANNEL #12 F.H. S.M.S. 2/ SIDE 1/B" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULUON ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION jR A #14 EH SOS 2 PER CLIP 1-1/2" O.C. MIN. #12 EH SOS 2 PER CLIP 1" O.C. MIN. 1-3/4' X 2" X 1/B' (FOR 2BY TUBE) 3/4' X 2" X 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS TYPE 'I' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I• TO VERIFY CAPACITY OF ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. TUBE MULUON TUBE MULLION CONNECTION_ PRODUCT REVISED as complying with the Hacida 13uildulg Code fir) Ac splance No Fxpixatim Date By Mi Dade Avbsct cf] -71 ALUMINUM TUBE I 0 0 I -2 t 5 I I I V Q 1r dm g o I 3Z I K to Z U Q{�E L "v • • • • • • • • • • • •S •• • • • •• •• • •• • • • • • ••• • • • • • •• •••• •• • •• • •• • •• • • • • • • • • • • • • • • • • • ANCHOR TYPES and SIHS1RATE Wldh Milian NA SPa, 0 0 EZE MEE H mf mt NEE mt 0 NMI IEEE H 0 MEE U 38 318 50 5/8 57 63 GLAZING PR000C1 W1 DE F G ®mmi®Jm�mm MI own 00m0tm0m0 _ME mmtmmmmmmm ME ©m®mtm© 1m' tmiLII mmmmmmmm®MEI mmmmm®mm® El181 93 140 150 104 150 150 111 9 150 150 150 150 150 150 150 Wdth • Mmmmmmmmm Q EZEmmmmmtmm ME mmmM+iMmmmmEn ®m®mmMMmmm o MIIIECIEKEEIKELEMENEEIEM MN ME mmmommmmmm® 0 t0 'Q' EMMIEm®' m®' ®' WE EZENSEIMEMBECOMEMIEDIMIll WE ©mm®mUtmmm ME El 61 71 106 141 19 119 150 84 1� 150 150 150 150 150 150 150 IR MEmmmtIOtmmm m mmtmmmmmmm o 0MM00m00mm NM 80 H 101 69 116 102 150 150 150 150 30 114 150 150 150 150 139 122 MEMEMEMIECIECEMSEEN Mil ©mKM®m0®00 ©mm®MEN-m` tmmM mmmmmmmmMN 111M113 150 125 70 150 140 ®' H 150 150 150 80 64 ECM ®m®0m®miIE311 mMEmmmmmmm 0 mmI mmmmmm ®BB HMI . B o t011CWImm©®m WE ME ®©mME®Qm®m 19 12 150 148 150 150 123 111 150 150 150 147 150 150 150 150 150 150 150 150 25 49 57 85 113 m 95 127 68 Z O 2 U w a a In ANCHOR/CLIP —HORIZON AL MULLION M1ion• •sue• • • • • •• V44 • • • • •• 84 108 s y-. GLAZING PRODUCT ; GLAZING PRODUCT • • GLAZING PRODUCT ANCHOR/CLIP VERTICAL MULL10. SPAN W2 HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS • - - and SIBSTRATE A • B• O D E Pa G H I Wdth ) 0m��i�Qmmtm 0 tic. EMIMEMELVII..11mmMI0 ME0m00®mm® WirtalraimmEE®mo mCMIZQMM® C0m® AIERNr IIE•aEXIsMo®o rr3s-rr ao®o g 750 15081 150 B 21 eD 42 Is) 72 150 mmmmmmmmm t0 MEtOmmmtmmm® W' m mmm' ®' MIMI EMI ME mmmmm®mm ELM M' EC EMEMMEI©MEMIME ME m©momom®©© mETEmNEM®mmmW®' mmumm 69 mmonmmlm H 37 64 85 48 72 95 51 140 IR 150 150 ISO 150 150 150 II EZEMIESEEDISEMMEEENIE11=11 ME MENCIMIIMAImmmmEMI ME ©MIME®mMEEICImEZE ME mm 69 mm©mmm ME ©®ME®EMm®© 0 omoNIEmot000 EZE MEMIECEMEEMMEMEMIll MI ME mMEmmmtmMM© 0 �.'E®mmmt0 68 - 93 U HEM 156 50 175E 15042 63 83 150 150 15045 B mEMmmmmmmm m mIKIIMII0010E0tEim ElEICEMIIIIMMIICEEEMEDIE:E NEE ®©mMEEIMmm®® EDI ®EXII<00EZI<0MMEiEllEZE t0 EINIEEIIM11111311CIINEEMNICE ME mtOmIEMETMImmMIOm WE®mmmmmmm MEE 4 29 33 Winn spa, 132 ANCHOR TYPES and 985TRATE A .B CD E F JG. H I EZ1111011111:10mtm000® se 42 34 28 24 19 17 15 14 13 51 38 31 26 22 19 112 84 67 56 48 42 37 34 31 28 26 102 77 61 51 44 38 17 34 129 67 77 85 55 a9 43 39 35 32 30 117 88 70 59 50 44 150 148 11e 97 83 73 e5 58 53 49 45 150 132 106 88 76 66 150 150 150 129 111 97 88 70 77 65 60 150 150 141 117 101 88 144 108 87 12 e2 54 48 43 39 38 33 131 93 79 5a 58 49 59 78 150 150 130 - 109 81 72 85 59 54 50 150 148 118 99 85 74 68 150 150 150 144 124 106 96 87 79 72 67 150 150 50 131 112 98 87 150 118 93 77 86 58 51 46 42 39 38 140 105 84 70 BO 53 47 15 31 35 53 70 33 59 79 42 4 28 32 48 64 3 54 72 38 13 26 29 44 59 33 49 66 35 12 24 27 41 54 33 46 61 32 47 94 108 150 150 120 150 150 129 35 70 81 121 150 90 136 150 96 28 56 65 97 129 72 109 144 77 23 47 54 81 108 83 90 120 64 20 40 46 69 92 52 78 103 55 144 18 35 40 61 81 45 68 90 48 16 31 36 54 72 43 60 80 43 4 28 32 49 65 3i 54 72 39 13 26 29 44 59 33 49 86 35 12 23 27 40 54 30 45 80 32 (0 f° M .2 M I tn C o¢� m 0o z : o J z oW= o37a in QUALITY ALUMINUM UFACTURER In z 0 a 2 ED z a W z 13 A z cn K Q W U 0l O C 8-0 z • a Z � z • 5 V 41 < G rn x U z a a ✓ 22 25 37 50 23 42 55 30 45 90 103 150 150 115 150 150 123 34 67 77 118 150 67 130 150 93 27 54 82 93 124 W 704 138 74 22 45 52 78 103 59 87 115 62 19 38 44 67 88 49 74 99 53 150 17 34 39 58 77 43 . 65 87 48 15 30 34 52 69 38 58 77 41 13 27 31 47 82 35 52 69 37 12 24 28 42 56 31 47 63 34 1 22 26 39 52 29 43 58 31 74 40 7B 10 21 24 36 48 Z7 40 53 28 j ANCHOR CLIP NOTES: 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCT REVISED av complying Ivith the Florida Budding Code Aoaptaea No t -o 2.13 En90.11m Date By Mimi Roden Cacti 9 Fa ,O ,i ,441dd1111 .r• ION