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WS-20-542
�-o3 20-s4 wZI 31"i/4d w 9 I� I Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-03-20-542 p o Permit Type: Windows/Shutters rrkk +Classification: Window/Door Replacement Permit Status: Approved Issue Date: 05/20/2020 I Expiration: 11/16/2020 Location Address Parcel Number 90 NE 104TH ST, Miami Shores, FL 33138 1121360130860 Contacts PAUL OKOMO Owner AA GLASS & WINDOWS INC Contractor 90 NE 104 ST, MIAMI SHORES, FL 33138 YOURDETTY LEYVA 2805 SW 144 PL, MIAMI, FL 33165 Business: 7833439964 info@aasfglasswindows.com Description: REPLACE 13 WINDOWS AND 3 DOORS TO IMPACT Valuation: $ 36,975.15 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $22.20 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $7.40 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $314.60 Payments Date Paid Amt Paid Total Fees $314.60 Credit Card 05/19/2020 $264.60 Check #i134 03/12/2020 $50.00 Amount Due: $0.00 COVID 19 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. May 20, 2020 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Insl2ection 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). Acknowled ement: a er/Owner ign re D to Print Na e Miami Shores Village RECEIVEDMa 17,-2020 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 (^-� INSPECTION LINE PHONE NUMBER: (305) 762-4949 W FBC 201-� _ BUILDING Master Permit No.W: - 0- -3" -ZO - �`'� ' PERMIT APPLICATION Sub Permit No. MUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Ine AJe /" .!!57 City: Miami Shores County: Miami Dade Zirx B.313,P Folio/Parcel#: !/- 213& -O/3 -01 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titlehold Address: �� A,� e /,,P�` �5-1 City: State: zip: 3 1 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 41- a14-45 0 G(l/nelOWS //7L Phone#: "7,'') Address: �'�� y5� Sw s2-6 %- City: A- State: A-G zip: 3 -3/ & S— Qualifier Name: State Certification or Registration #: one#: i'ZZA Certificate of Competency #: DESIGNER: Architect/,Engineer: Phone#: _ Address: A91 /9t('1 .?-�0 7?Y- City: WIW"as/ State: Value of Work for this Permit: $ 3 (0 2 75 Square/Linear Footage of Work: Type of Work: ElAddition L�/�- Alteration /❑ New ❑ Repair/Replace Description of Work: �3 bully-DGUS a,-7c� 3 boafS . j #2 AZ zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ �d 6j3 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 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. Signature 61 — /5", 911C OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 -70� by ( �) who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Signature CONTRACTOR The foregoing instrument wa acknowledged before me this day of 20 '70 by who is personally known to me or who has roduce as identification and who did take an oath. NOTARY PUBLIC: Sign: W Sign: `` RY Print: <�P• •D'% 1lPRY Print: ?a4' Ns Ivia M. Suarez Seal: :*= ` Corrimiyslu,, GG1 Ii29U Seal: :, FAFA+saienG8111296 Expires: June 4 2021 �• 'o,.....•'C� 'n ,�cS: Ji,ii. , z`021 . %9rFo,'` gnnn� Bonded thru Aaron Notary bundea thru Aaron Notary APPROVED BY UIA) Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OPFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-0860 Property Address: 90 NE 104 ST Miami Shores, FL 33138-2027 Owner PAUL OKOMO IVELISSE RUIZ OKOMO ......................................�._...... ... Mailing Address 90 NE 104 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds I Baths I Half 2/3/0 Floors 1 Living Units 1 Actual Area 2,129 Sq.Ft Living Area 1,989 Sq.Ft Adjusted Area 1,970 Sq.Ft Lot Size 12,951.9 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $323,815 $323,815 $323,815 Building Value $137,112 $137,112 $137,112 XF Value $3,523 $3,438 $3,477 Market Value $464,450 $464,365 $464,404 Assessed Value $464,450 $278,236 $272,514 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $186,129 $191,890 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 1 & 2 BLK 123 LOT SIZE 105.300 X 123 OR 16888-4332 0895 1 COC 22445-3004 04 2004 1 Generated On : 3/12/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $50,000 $50,000 Taxable Value 1 $464,450 $228,2361 $222,514 School Board Exemption Value $0 $25,000 $25,000 Taxable Value 1 $464,450 $253,236 $247,514 City Exemption Value $0 $50,000 $50,000 Taxable Value 1 $464,450 $228,236 $222,514 Regional Exemption Value $0 $50,000 $50,000 Taxable Value 1 $464,450 $228,236 $222,514 Sales Information Previous Sale Price OR Book -Page Qualification Description 12/27/2019 $586,300 31772-4393 Qual by exam of deed 03/16/2012 $339,000 28039-0945 Qual by exam of deed 04/01/2004 $395,000 22445-3004 Sales which are qualified 08/01/1995 $120,000 16888-4332 .___ ___.__ ___........ ...... .. 1 Sales which are qualified 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 hftp:/twww.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearcli/ 3/ 12/2020 V 4 • CFN: 20200028880 BOOK 31772 PAGE 4393 DATE:01/10/2020 06:11:48 PIA DEED DOC 3,517.80 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY Prepared By: Richard A. Golden, Esq. KRAMER, GOLDEN & BROOK, P.A. 12000 BISCAYNE BLVD., SUITE 303 MIAMI, FL 33181 KGBPA FILE NO.196-19R Return to: Sovereign Title & Trust Company 11401 SW 40TH Street, Suite 270 Miami, FL 33165 Parcel EDNumber: 11-2136-013-0860 Warranty Deed This Indenture, Made this .>. t day ofb4,- C '�A` � Pv 2019 A.D., Between EVAN REID PINE and MARIKA E. PINE, husband and wife of the County of Miami —Dade, State of Florida, grantors, and PAUL OROMO and IVELISSE RUIZ OKOMO, husband and wife whose address is: 90 NE 104 STREET, MIAMI SHORES, FL 33138 of the County of Miami -Dade, State of Florida, grantees. Witnesseth that the GRANTORS, for and in consideration of the sum of ------------------------TEN DOLLARS ($10) ----------------------- DOLLARS, and other good and valuable consideration to GRANTORS in hand paid by GRANTEES, the receipt whereof is hereby acknowledged, have granted, bargained and sold to the said GRANTEES and GRANTEES' heirs, successors and assigns forever, the following described land, situate, lying and being in the County of Miami —Dade State of Florida to wit: LOTS 1 AND 2, BLOCK 123, AMENDED PLAT OF SECTION NO. 5 OF MIAMI SHORES, A SUBDIVISION, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, AT PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. and the grantors do hereby fully warrant the title to said land and will defend the same against lawful claims of all persons whomsoever. 196-19R f CFN: 20200028880 BOOK 31772 PAGE 4394 In Witness Whereof, the grantors have hereunto set their hands and seals the day and year first above written Signed, sealed and delivered in our presence: Printed Name - q, Witness P inte Nam . TT I A Witness STATE OF Florida COUNTY OF Miami. -Dade L� {Seal) EVAN REID PINE P.O. Address: 4444 ISLAND ROAD, MIAhII> FL 33137 (Seal) IRA E. PINE P.O. Address: 4444 ISLAND ROAD, MIAMI, FL 33137 The foregoing instrument was acknowledged before me this day of ` , 2019 by EVAN REID PINE and MARIKA E. PINE who are personally known to me or who have produced their Florida dri r s license i ntificati Print d N Notary Pub c My Commission Expires: KERRY DIAZ MY COMMISSION1iGG111255 EXPIRES: June 17, 2021 9WXWThVNotaryPU'*Uodetwr*M 196-19R 90 Ne 104 St Miami Shores, FI 33138 Meets Egrees 7 6 Meets Egrees 12 15 14 13 Bedroom Meets Egrees Bedroom 11 10 . . .... ...... . .... .. .. ...... . . .. .. . ..... .. . .. ...... . . .. . ...... 8 • Bedroom s MAR 12 20 0 BY: -Egrees MARK TYPE Wtisi HEIGHT 38 3/8 83 STYLE XO X. FRAME White Bronze . Z(Nlt &OA Eco 1 Horimntal Rolling 531/8 Green 40A 412 4 13-1220A7 2 French Door 391/2 Bronze 40.4 4L8 4 28-122aM 3 Horizontal Roiling 74 173 XO White Green MA 4" 4 16-122W 3A I Horizontal Rdlkg 74 63 OX White Green 40.4 43i 4 1&1220.07 3M I Mulilon 1z4 - 164 - White 383/81 XO I White 500 NO White SO S/8 XO White - 4DA 43A 4 19-0405.09 4 Horizontal Roiling 37 Green 40A 4" 4 1 13-1220.07 S Horizontal wraig 74 Green 4DA S41 5 13-1220M 6 Horizontal 74 Green 40A ski 5 1E-1220.07 7 "mbDntal RDllkq 74 SO S/3 XO White Green 40A 43.3 4 13-122DA7 8 1 Horizontal Roiling 531/8 1 50 5/8 XO White White White White Green 4" 4M 4 18-1220.07 9 FixedWindow 19 124 O Green 40A 43.2 4 18-1220.06 10 Hmimnhrl Rolling 37 1 38 3/8 XO Green MA s41 5 18-122M7 11 Horizontal Rat 107 S0 $/8 XOX Green 40A 541 S 13-1220 07 12 French Doan 32 3/4 82 X White Green 4DA s41 5 13d220.11 13 St -Fail Door 1481/2 91 SR White Green 40A 433 4 17-121313 14 Hatontal wren 37 38 3/8 XO White Green 40A 43JI 4 18-IZM 07 is Horizontal Rol 74 50 5/8 XO White Green 4DA SU s W1220.07 Clv S - O ? - —i7 ~ C� L-� A--- -°'ni Shoreg Vill � -n APPROV�'D Dy -- DATF IZONING DF_PT Tit 'T F I" i'• r•1 'I A'J(" WITri f [ )f I RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE . DESIGN WIND LOADS IN PSF. Kd = .85 • FOR 175 MPH WIND ZONE •• • Interior & Exterior Zones (4&5 - Walls) Positive Pressures •••;•• • Exposure C For the 175 mph Wind Zone CATEGOR442 BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Squafffid bet • 10 20 30 40 50 • • • • • 60• • 1.00 0.95 0.92 0.89 0.88 • • • • • 0.86 • 15 40.4 . 38.5 37.5 36.7 36.1 ' 35. 7 • . 20 42.7 40.8 39.7 38.9 38.3 •.. 37. • • • 25 44.6 42.6 41.5 40.6 40.0 39. • • • 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maxim,m) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1. -1.05 -1.02 -0.99 -0.98 -0.96 15 43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Ma Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 4.1 " -50.4 -48.3 -46.8 -45.6 -44.7 20 - 2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMIVLS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY `V ` ROBERT MONSOUR. MIAMFD�ADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOA A p E-�NNCE ION DIVISION NOTICE OF A (NOA) Eco Window Systems, LLC 8502 NW 90 Street Medl FL 33166 MIAMI-DADS COUNTY PROVUC;P�ONTRoi 6E'C TIoK ..... 1 M5 SW 26 Savet, Room 208 . • T (78M -3ftE 90 F (q$"5-2599... % 12e.8pyieconoml • SCOPE: • . • This NOA is sued under the applicable rules and regulations governing the use of ton3tructioll" •' • materials. The documentation submitted has been reviewed and accepted by Miggii-t)ade (form ' RER � .... Product Control Section to be used in Miami Dade County and other areas where allowed by ti�athority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Sectio pro uct or ma s m ments.of the applicable building code. s product is approved as described herein, and has been designed�omp 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. Ho ' . oiling (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 1 epared by Al- Farooq d seal g e Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-1220.07 (Approval xpiration Date: May 27, 2024 q Date: January 24, 2019 J11(O�l j Page Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE12 • • • • • • • • • • • • ...... .... ...... 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's • ... ; • • • • ; A. DRAWINGS • • • • 00*00 • • • • • ...... .. . 1. Manufacturer's die drawings and sections. .. ..... .... . .. (Submitted under NOA#09-0312.08) ...... • 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Hotiz.?,0lling.XVdV. • • •; ; (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 1D/1907, • prepared by Al-Farooq Corporation, signed and sealed by 7avad Ahihad, l;.H.• • • • • B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 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) E-1 14�wAaia - Manuel P r P.E. Product Contro E iner NOA No. EYE Expiration Date: May 27, 2024 Approval Date: January 24, 2019 Eco Window Svstems, LLC. •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • ...... .... .•.... B. TESTS (cownmw) • • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • 0 • • • • • 2) Uniform Static Air Pressure Test, Loading VU MC TAS 202r94 3) Water Resistance Test, per FBC, TAS 202-94•, • • ; • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 2=94 .. along with marked -up drawings and installation diagram of a ] 0O $lumniufD • • horizontal sliding window, prepared by Hurricane Engineering V. Tdsting,.hiC.; Vest Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido•F.•Font, P.E. (Submitted under NOA#09-0312.08) 6. 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-084228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-031 Z.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 under NOA#09-031Z.09) 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#09-031Z.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. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) �]"Yj-zeau Manuel Pe.E. Product Control m' er NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2 Eco Window Svstems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBh fl T M • • • • • • • • • • ...... .... ...... C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complIftV with • • • • • Edition (2014), dated 07/08/15, complying with FBC 611 EdiffloV2017),:da & • •' • • • 10/12/17 prepared by Al-Farooq Corporation, signed and sealed j:� javad•Al jAad, P.1" 0.0: • 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 51 Edition (2014), with FBC 6t' Edition (2017), and of no financial interest, dated October 12, 2017, prepared 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. *"�a4lae.0a.gg , Manuel Pe -EX Product Control E amin NOA No. 18- .07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... . . .... ...... 2. NEW EVIDENCE SUBMITTED DRAWINGS • •' • • • A. 1. None. .... . ..... ...... .. . ..... B. TESTS •• •• •• •••••• 1. None. . . .. . ...... C. CALCULATIONS 1. None. • • • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. Manuel Per .E. Product Control Exa ine NOA No. 18-1Z Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-4 3 1/2" MAX 3 1/2" MAX 10 3/B• MARL 3 ANCHORS AT WM SINE ENDS TYP. ANCHORS RED. FOR SAES AND LDADS KED WITH '•' ON SHEET 2 ONLY (UR"ACE M"M*m/ 31 I/4" _ _ 32 J/4- (]UFALSE E APPU��) / 32 3/0 32 J ECO-GUARD SERIES-200 MAY D.L.OPG. DiPG. OMAY SE USL ED D.E. OPG. D.AT.TTLtUMM HORIZONTAL ROLLING WMOW 35 3/B• 36 7/e' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDM VENT WIDTH CHARTS SHOWN ON SHEETS 2. TYPICAL ELEVATH MS APPROVAL APPLIES TO SINGE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HOMONTAL ROLLING OTHER NDOW TYPES IN MODULES OF TWO OR MORE USING M COUNTY APPROVED EEN. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WILL APPLY 70 ENTIRE SYSLONER DESIGN OR MULLION APPROVAL SHUTTERS ARE NOT REWIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING TEM TERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPER. THIS PRODUCT HAS BEiH DESIGNED AND TESTED TO COMPLY WDH THE EXED ItfQURtDAENR Or THE 2014 (STH E'DIUON)/2DI7 (m mmoN) IwRa OUILIXNO 000E INCLUDING HIGH VELOCITY HURRICANE ZONE (RhM. 1/B' TEAT STROM CLASS 1BY OR 2BY WOOD CIOKS k MW FASTDWIS BY OTHES. MUST BE DENCED AND INSTALLED ADEOLWELY TO TROMFER APPLIED PRODUCT LOADS 5/1•• AIR SPACE TO THE BUILDING STRUCTURE. 1/B' T STRflT0. 0 1/8' HEAT STREN'0. GLASS 1/1R" NEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DET'AE8 AND INSTALLED PER MANWS �. SPECLPED OABEDMENT TO BASE mw MATERIAL SHALL IRE BEYOND WALL DRESSING Olt STUCCO. TrDsl PV s6nityya" r True" � A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD OHI.Y. By 'Kumq AtmHoo. Ina' BY 'Ku^wY Amtrba. �' By 'Kvray Mrwlm Inc: ALL SHIMS TO 8E HIGH IMPACT. NON-IETALLIO AND Nam. 1/B" HIEAT SRREN'D. 1/B' TEAT STREWD. GLASS 1/8' HEAT SIRDN'D. MASS WTTRNLS HMUCMB BUT NOT LIMITED TO STEEL/ AL SCREWS. THAT COME MO CONTACT WITH OTHER OtSSML46R WTIERNIS SHALL MEET THE SILICONE 2000 SUCONECORNING B99 P CARDINAL M. REQUIREMENTS OF T}E 2014/2017 FLORIDA DIDO. CODE t ADOPTED STMEMRD! F EDGE Sr. SPAEEL TNIS PRODUCT APPROVAL IS ODOM MO DOES NOT PROVIDE INFORMATION GE SCS FOR A SITE SPECIFlC PRDIECT. I.a OF TEES pRpq ADEQUACY OF STRUCTURE RECQNNG 7M3 A11?,ALAIc ALOIJNilOPENNO *OR SLICONE WATER INFILTRATION RESWANCE� • • • • • • • DOW BfK CONg1IONS NOT SHOWN IN THIS ARE i0 EIE-ARALYlED 6'EPAIATIY. • v0 a AND TO BE RENEWED BY BUILDING EFF•X.TRL-• • i • V 11 I I I • St ROOD" MrJ4l%N v u �a�xyiyLi} :vat! the ALBt1t\ • • ..• • • \ `i ...... ' N:t<1:a:'.a C.Es �t/?Dift'i'1L2y;5cU 70082 •••'' IRSUL.�t'!a::rn:iF e, • 1-HAt-Ti '• • �: AT 1/4 POINTS ON AT 1/4 POINTS ON UTES AT 1/4 POINS SETTING BLOCKS AT FAcp�ct' WIOFR THAN 36' ONLY rilOER THAN ]•' ONLY ALL SAES NOTCH CilLLN6 BEAD LEG TO CLEAR BLOCKS �,• �_ GLASS TYPE 'A' GLASS TYPB 'B' Is GLA35 TYPE 'C' MUM4rAaAaw rCctwtvt �._N'du�t ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • tR'•WinQ no. Y 90-12 DESIGN MAD CAPACITY - PST (10, 0E OE EE SM) TDMM DDL4. A 0 Rim. �- 11M RILW. Gun TYM 'A' DD.(+} M.(-) GU89 TYPE H' EXT.(+) WT.(-) GLLM TYPE C. OR,(+)M.(-) Y6Em HDGHf 26-1/2' 3T 33-1/a' 74' 28' (3) 1 4 60A 60.0 MO I 80.0 4 _70.0 70.0 a0.0 _MO a" 90.0 70.0 00.0 6 70.0 SOA 8" 90.0 70.0 80.0 6 70.0 80.0 MO SOX 70.0 80.0 25-1/2' 37' 74' 3a-3/8" 4 70.0 a0.0 a" mo 70.0 amo 4 70A 1104 a0.0 90A 70A 810 a 70A aa0 IS" au 70A 60.0 a 70. MO WA 70.0 0" 211-1/2' 37' 63-1/a' 74' W-a/a' (3) 4 XO I BOX I IWO WA 7010 80.0 4 Mo OLD I &tLO $0.0 1 70.0 80.0 a 70.0 80.0 9a0 704 a0A 8 70.0 80.0 &0 900 70.0 MO 26-1/2' 37' 03-1/6' 7,V 1. (a) (6) 1 4 W a0A ODA 70.0 80.0 4 _ ..Oa.9 77A 80.0 $0.0 70.0 00.0 6 70.0 70.0 110.0 90.0 70A 007 a 70.0 7" 80A 60.4 700 80A 24' 36' 48' Be6 72' 1. 4 7" 80.0 a0A 1 90.0 70.0 80.0 4 70.0 a0A $0.0 00.0 Mo 110.0 6 7" a0.0 M0 60.0 70.0 80.0 70.0 MO a0.0 $0.0 70A 80.0 a 70.0 aO.O WA 90.0 70.0 80.0 24' 1' 41' or 72' 3v (4) 4 70.0 SOX MO 90.0 70.0 SDA 4 MO 80A 80A 90.0 70.0 80.0 8 7M 010 80.0 90.0 70,0 804 6 70.0 80.0 90A WA 70,0 SOX 6 70.0 MO 80.0 MO 70A 80A 24' 36' 4a' ISO,(g) 72' (5) 4 70.0 80.0 80.0 90.0 70A 80A 4 70.0 WA 8" 90.0 70.0 00.0 6 70.0 MA 80.0 WA 70A 80.0 6 70.0 DOA 110.0 90.0 70A OU 8 70.0 80.0 a0.0 WA 70.0 80.0 24' W670A 4 70.0 80.0 a0.0 80A aO.E4I' 70A 80.0a j0471.D,0j80.070*0 70.0 70A IQO72' a 70.0 70.0 60.E o 60D A NO' OF ANCHORS PER HEAD t SILL () NO. OF ANCHORS P • MAX. TH ES IS -90.0 PSF WITH (4) ANC AT STILE ENDS AND RIGHT VENTS TO BE OF EQUAL CLASS OLO 'XO OR OX' DESIGN LOAD CAPACITY - PS? I[= SVZS) _ TDMT JIM. A W/o Ema'. TRH RMT. 6= TYM 'A' l3Q.(+) M(-) GUN TYM '8' EXT.(+) M.(-) CAW TYM I 'C' EXTI(+) M.(-) WIDTH maw 74' 109-1/4• 111' 26' (3) 9 70.0 a0.0 80.0 90A 70.0 60.0 12 70.0 It" SOD BOX 70A SIX 12 70A 90.0 80.0 WA 70A $0.0 74' 106-1/4' 36-3/I' (4) 9 70.0 60A 80A WA 70.0 8DA 12 70.0 BOX BOA 90.0 70A 80.0 12 70.0 SOA WA 70.0 aD,O 74' 106-I/4' Ill' 60-6/I (3) • aQ0Na" 90.0 70.0 00.0 12 70A 80.0 WA MIX 70A a0.0 12 70.0 IOA WA 20.0 70.0 110.0 74' 106-I/4' It 1' 1. 9 70.0 70.0 a0.0 90.0 70A 90A 12 0 WD 6i6 70A 80.0 12 700 MO MA 00e 700 80.0 72' E4' 96' 108' 24' (3) 1 9 70A 60.0 WA 9" 70A 804 9 70.0 a"90.0 ".0 60A l2 70.0- W101.0 a0.0 904 70.0 a0 0 12 70.0 a0A MA 90A 70A 80.0 72" 84' 96' 706' 38' C4) 1 70.0 8D.0 50.0 MO 70A 40.0 9 70.0 $0.0 80.0 904 70A 80.0 12 70.0 a0.0 WD WA 70.0 a0.0 12 70A 6a0 WM 90.D 70.0 SOX 72' 84' 96' 108' 48' (3) 9 'MO W.0 MA 90.0 70.0 80,0 9 70.0 SU MD 90.0 70,0 a0A 12 70A MO MA 90.0 70.0 80A 12 70.0 mo a" 90.0 M.0 M 7y 9a' 109' (a) a 70.0 70.0 80.0 90A 7" 80.0 9 70.0 70A 80D 90.0 70.0 a0.0 12 70.0 70.0 80.0 90-0 70-0 80.0 12 70.0 70.0 I0.0 87.6 7" $0.0 A - NO. OF A�MAX () NO. OF�FOR ESE SIZES-90.0 PSF AT WM STILE (1/3W) (1/30 (1/391 4 DBSIGN LOAD CAPACITY - PST (XOX Mn) TID4DOi DUn. A W/o REM. iPPs RKW. Gun TM 'A' I DrQo M.(-) MAU TYM MAU MIS WIDTH 74' 106-1/4' 111' 9 70.0 I0.0 ma WA 70A 80.0 12 1 70A MA MA MA 704 POA 12 70.0 MO 8" 60.0 70.0 80.0 Ire 106-1/4' 111' 36-3/6' (4) 9 70.0 4" 80.0 90.0 70.0 00.0 12 - - It" W.0 70.0 60.0 12 - - 80.0 90.0 70A 50.0 74' 50-5/a' (a) 9 70.0 80.0 Mo 20.0 70.0 80.0 74' 63' (8) 9 70A 70.0 80A 90.0 70,0 80.0 72' 64' 96' 108' 24' (3) 1 9 70A I0.0 WA 90.0 70A a0.0 9 7" ama 80.0 W.0 70.0 80A 12 709 WA 00.0 W.0 70A a0.0 12 70A W.0 WA 90.0 70.0 80.0 72' a4' 9a' tar 36' (4) 9 7" W.0 WX 90.0 70.0 80.0 9 70A BOA 80.0 90.0 70A 80.0 12 70A 60.0 SIX 90.0 70.0 80.0 - - W.0 9" 70.0 80.0 72' 04" 90" 5) 9N70.0 mo WA W.0 mo a0.0 970.0 80.0 WA 70.0 SOA t2 80.0 1&0 70.0 DD.O (6, 70.0 60.0 90A 70A 8DA OPERATM VENTS TO BE 1/3 OF THE WIOOW WIDTH u 4u t�l.; m3A Tim +1w i7AJt Rs.dsscl ALL R(+) LOADS SHOWN ON THIS S ARE FOR WINDOWS ADD -ON RISER AT E SILL FOR STD. SILL. (NO M . + LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A - NO. OF ANCHORS PER HEAD k SILL ( ) - NO. OF ANCHORS PER JAYS (1/4W) (1/211) (1/4W) OPERATING VENTS TO ISE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED 0 (3 SEC. GUSTS) fta+as ANSC FL N C M N • 6•L �Q n„ DEC<AR4MRY STA M RiDEt-q 9 iJ� •• ••aA "....... B9a�+r�; _ � • *w�lf IFS a 3 g WHO crowing no. Ab9-12 ••• • • • ••• • • rug— VAla Oro", _'i�l�l) im—M-11FE, LJ ff1 A 0 EM112 � 1.141 i of i ♦, \ I TYPIOtL ANCHORS �.. ' • r ' SEE aft A ' FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPAN MIA► I DUDE OOIMin APPRNM MUUJDN i MEII110N ANCHORS SEE SEPARAIE N01 FOR SPACING WEEPHOLES: W1 - 3/8` X 2-1/4` WEEPHOLES A EACH END AND 37' O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS WITH JOINT SEALER. WOOD BUCKS AND METAL STRUCNRE' BY ECO WOW. MUST SUSTAIN LOADS IMPOSED`99��CLAZING AND TRANSFER THEM TO TH£ BUIl131NO SRU RE. TYPICAL A1YCt1UK5: SEE ELEY. FOR SP ,114' R TRACON BY ' CO' OF -177 KSI, ty- KSI) INTO 20Y WOOD BUCKS OR WOOD STRUC URES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/ THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4` MIN. EMBED INTO CONCRETE (HEAD/SILL/ B 1-1/4` MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN, EMBED INTO CONCRETE (H JAMB 1 4,W MIN. EMBED INTO BLOCKS ) §14 c_MB OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MWAI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SR.L/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8` THK. MIN. (W63-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 35 KSI MIN.) (STIOEL IN CONTACT WITH MAXO UM TO BE MAIM 00 PAINTED) rffWAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2` MN. INTO WOOD STRUCTURE - 1' MIN. CTU INTO METAL STRURE - 3/4- M.M. WOOD AT HEAD. SILL OR JAM SO - Om MDT. • • • • SCONIGREF AT MEAD,•SILt•OR fc - 3ODD PSI MN. • :-/0 Hkm/RR.lEO M0CI`Al'-.1Ai65 fin- 2000 PSI MRI. • • •• • • • • • 1 I1 -irr. : Ij'.i+ PRODUC7•REiVlSED : � Code RT-�a • No • • • • Dy I Pr i> .... ....... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . to F 5 J� IL I 45110 droving no. W09-12 m © o n 0". RONFUMNO M. *17 2 FOR C PACV MAX DUC95 -ICAL ANCHORS w '110ot1C't 11@MBtYIm „.:myWcry� wLi n. Pl.�e. 'tYiii�-t7 c'r3e • • 000 • • lrFjjaE,m Haig 4, • • •• • • • • • • '� • • . • • . �11Ng vrim tm m • • • . ode AD .•!y� S .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . z F a J� , F! a OF t� drawing no. W09-12 "1 ia1 A ALT. TTPIGIL ANCHORS SEE ELM FOR SPACING 0 ALT. hOADE COUNTY APPROVED )ON k MILLION ANCINORS SEPARATE NOA EDGE O ALT. •' RODUC P Ar"Z ED k4 LAs fie•& NriL•1:.i lb.•.l s INSTAUADON D AETSWrrEj FI,X SK FRAIIF SAT +R I PRODUCE RSVISED } • • • • • • • sr •�dYNs{ aiLfytr A ft • • • • llryldmNt Chek `3FI • • • • Ado �tZ • • • • 8„R_�ii Mir•iD NRadk�a CavCi ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OF droning no. .. • OIODF;�� WO9 � � Z FRAME HEAD t.Da7 .715 1.434 A62r 1.140 12 lO VENT TOP/OOTMM RAN. STEEL. REINFORCING 2'0§5 519� .130 1.250 .719 im .603 2.246 1.140 1A47 1.04T .002 10 GLAZING BEADS 1.]44 1 U JAMB STILE L063 L70/ 1.250 1'r 1.3W 062 500 Z t 344 n MEETNG RAIL FRAME SILL y166�1.314 '2W 1,422 340 171.202 .312 .Oe2 ,.375 SILL TRAM (il FIXED MTC. RAIL P'.:Itd� n 750 JIa2 L612 y750 2.6Y .500 1� yell FIXED FRAME JAMB ® FLUSH FRAME AQ4PTER um PART I I QUANM 0/16CBXMW WATvau Nmr./Bfmpun/mm an t FY201 1 FRAME HEAD W63-T6 2 FY202 1 FRAME SILL 6053-Ta - 3 FY203 1 SILL TRACK W3fM 6063-To - 4 FY205 AS REOD. 40K FRAME JAWS •053-Ta 5 "I AS READ. FORD FR ME JAMB 0063-T• - a FY1D4 ,/ VEM FD ED 1rtG RA1L 6063-T6 - 7 nLI05 1/ VENT VENT KTMt l2t 6063-T6 A FY206 1/ " JAWS BTILE 6063-T6 - 9 FY107 2/ YEW Tor AND Bomm RAIL a053-To - 10 FY10e AS REDD. MA261C KAD (WL GLASS) Wei-T6 - 1DA FY710 AS RE00, MAZNIG BEAD OWA, LAM. GLASS) 6063-TS - 11 - AS REDO. REWORC•LC BAR STEEL - 12 - AS RM, FICINFORCING BSA STEEL - 13 FY204 AS RTEQ0. AM-4M SILLRISER e063-Ts USE A5 ROOM 14 FY208 4/ VENT ROLLER MUSING k GUIDE GELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VEM ROLLER PIN ST. STEEL - 17 /6 X 1' AS RM ASSEMBLY SCREIFS CRB P.H. an to /6 X 3' 2/ VEM FIX. RAIL SILL SMO (SILL END) CRS P.H. SMS 19 W23161 AS RE00. Fed SEAL WSTRWPNC - UL7RAFAe 20 O3WTIW AS REW BULB SEAL o-tON SCHLEGEL 21 OR AS RUA BLILB SEAL SAMl0PR04E LATRAFAL W MEOR 5635 22 EZD3 AS READ. OtAM BEAD BULB SWMPRENE WWABJ OLOWMETElt 65t5 23 FLB-50 AS REDD. GLASS SPACER SILICONE FRANK LONE 24 SL2WP 2/ Mink SWEEP LATCH - SALLIVAN • AS= 25 IFS X 1/$' 2/ LATCH LATCH INST, SMON ST. STEEL ON SLK 25 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENTL PIWOUCIS 27 - 1/ VENT 5/16' BOX SCREEN - DPDOUYL 2e FY120 - FLUSH FRAME AOVnM eoe3-Ts OPMDNK 29 - 2/ LITESERVO BLOCK E-OM DLaLOMMTER 5Ok5 SHORE A RODUCTREMLWCM ��1 _ - - Ie wwph'Frq ulil Fle licl7k ' $ p 6 •• ••• • • :K: �M1a C �sa • • • • Ii ,. •:�tf, i.Fe • •• • • • P" •1 - • • • • • PRGDUCr REVISED •• 6 III. o i*o T}^ �g} ]y� s drowinp Tto • • • • • «: A.���, . .•. .•• so W09-12 >i1••L of ••i D.&Piai carol I �' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I E $�a FRAME TOP (YIRNER VW TOP/BOTTOM CORNERS $4 FRAME BOTTOM CORNER PRODUCT REVISED • • • • •! p. • �� OR dro.iny no. • • • • • F]XED MI'G. RAIL CORNER ' ' • MnitmM; • • •At F`_` , wos-0 a + •n•a 7 of • •• •• • • • •• •• ••• • • • ••• • • MIAM!•QADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOAT TRATION DIVISION T (786) 315-2590 F (786) 315-2599 OTICE O AAC ANCE (NOA) www.mismidade.¢ov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 / SCOPE: g issued under the applicable rules and regulations governing• the use of coUQvction materials. The documentation submitted has been reviewed and accepted by Mi fti-Dgde Coj0Jb`RER -" "; • Product Control Section to be used in Miami Dade County and other areas where AWVM by th;AtA. ority• • • Having Jurisdiction (AHJ). be*:** • This NOA shall not be valid after the expiration date stated below. The Miami-Dadg Omnty Product Control • • • •; Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cdttdty) reserve the right.... to have this product or material tested for quality assurance purposes. If this prWdf Or maVW•fails to- • :..' perform in the accepted manner, the manufacturer will incur the expense of such IestUg and the Affi may • • • • immediately revoke, modify, or suspend the use of such product or material withip halt jurisdiction. MR • • reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Coujpty PrZUq 6ontroT, "•• Secti s p uct or material fags fo meetthe req eats of the applicable lauI 9 codPr• • • • • • .: s product is approved as described herein, and has been design ly with lofida.bbilding • Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-20, titled ` Eco-Guard Series-300 Al ' ed Wdw. " sheets 1 throu 5 of 5, dated 03 17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE 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 renews NOA# 17-1102.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-1220.0 Coutm Expiration Date: June 17, 2024 0 , pproval Date: January 24, 2019 TV11, 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#09-0413 08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.1 jja', sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 1 Q/19417, pre*pwd'by ..... • Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.• • • .' B. TESTS •::::• 0. ' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 '.... ' ; ..... : .... 2) Uniform Static Air Pressure Test, Loading ptt:FBf TAS-202-94 ..:..' 3) Water Resistance Test, per FBC, TAS 202-1-t " • • off*** along with installation diagram of a 97 1/4" wide x 961/8" higjYeo%Cruard series 300 •, aluminum double fixed window, prepared by Hurricane Engineering & TestinOnc., " Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed:by Caudido F. ; • • • •; Font, P.E. 000090 (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 971/4" wide x 961/8" 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) Manuel P ez, .E. Product Control xa iner NOA No. 1 20.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cona n) 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) 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 0000 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eoq-Guard szries 308• • • • • aluminum fixed window, prepared by Hurricane Engineering & Testing Ind.jdst . .. ...... Report No. HETI-08-2195A, dated 01/15/09, signed and sealg • �andi�o.y.. Vont, • • P.E. .... . . . . (Submitted under NOA#09-0413.08) • • • • *000 • • • • • . . ...... .. . ..... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyiAg with lWe .61h ... • Edition (2017), dated 10/13/17, prepared by Al-Farooq CorpvrattiocJ signed'aad ; • •; 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 51 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. Manuel Pe E. Product ControlZto-106 er NOA No. Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS •••• •••••• 1. None. ' • • ...... .. .. ...... C. CALCULATIONS • • • • • • 1. None. .... . ..... ...... .. . ..... D. QUALITY ASSURANCE .. .. . .. ...... 1. Miami -Dade Department of Regulatory and Economic Resou�ce9WR).,, 0,. • . . .. E. MATERIAL CERTWICATIONS • • • • • • • • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inca for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No.17-1102.20, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18 and expiring on 06/17/19. Manuel Per Product Control Ex in r NOA No. 18-1 .06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-3 2.55! .052 500 L611 FLUSH FRAME ADAPTER O FRAME HEAD/SILL/J M8 Q GLAZING BEAD Is"] .375 050 ANCHOR COVER ECd-GUARD SERIES-30d DESIGN LOAD RATINGS FOR THESE WINDOWS TO )KPER CHARTS SHOWN ON SHEETS 2. ROYAL APPLIES TO SINGLE UNITS OR SI BY SIDE CO TIONS OF FDL/FDL OR FIXED OTHER WINDOW N M�IILES MORE WINDOWS USING M�Mll- 0 COUNTY APPROVED MULLfONS 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 REMMMENTS OF THE 2014 (STH EDITION)/2017 (GITH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HUMCANE ZONE (MMZ). IBY OR 213Y WOOD BUNGS * M" FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SMALL BE CORROSION RESISUNT. SPACED AS SHOWN ON DETAILS NO INSTALLED PER MANUI S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SMALL 13E 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 Na LIMITED TO STEEL/METAL SCREWS. TENT COME INTO OONTACT WITH OTHER OISSWIAR MATERIALS SMALL MEET THE RIYXNRE/ENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AHED DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L•. LFE SAFETY OF THIS PRODUCT. ADEQUACY OF STTUCTIM RECENING THIS PRODUCT AND STALING 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 FA (SLIAF D.L.O. HEIGHT = WINDOW HEIGHT = 3.625' D.L.O. WIDTH = WINDOW WIDTH - 3.625" RODI=CT R£NKWIKIi w —p4A'% "b �M R4n•. 5a 9*j Cs;e M. 9 q d •• ..• • • • • • •• e. :a•�.r�. 704e1 Sas d •. • •• ••• • • • • • !Q, ••• ••• ••• • • ••• rM7 .•••••• gj 7 THESE WINDOWS ARE RATED FOR LARGE k SWILL MISSILE IMPACT. %•.: - F17 i SHUTTERS ARE NOT REQUIRED. PRODUCTRIVUED a TAB Fbdft • • • • • • • • • • • •idia•(bd� yy • • • �n•oe D.r d•winy no. • iE+9 . • • OF W09-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' NO 0s0" Intannyw Trawal PIIB By 'Kurway Amw a. 3/16' ANIL CLAN SLEM DON DOM" 090 GE SCS 20M 4 � 5 i AT 1/4 POINTS i' 6 ON UIES WDER THAN 38' ONLY ►e x I-tr{• SYS AT 3-1/P fROY IAVL GLASS TYPE 'CAND 10 O.a ' 3/16" HEAT STROM MASS S•AryCla By 'Kwaray Am•ioo, Inc.' 3/16' HEAT STROM GLASS SIUCM DOW CORNING 800 OE SCS 2000 1 1Q , , WIDOW WROTH YNIDOW WIDTH r � A-t "((Dt,�_ ! g AT 1/4 POINTS ON UTES WIDER TNNI 3r ONLY /s x 1-1/4- Sms AT 3-1 FROM ENDS AND 10 QC. MAX. CLASS TYPE 'D' mm WRI I WINDOW WDTH WINDOW I I I 3 O: 0,j W. WD 1. wWoow MOTH wa4now _wN,m WINDOW W1on+ I I E ;i IL J ALLOWABLE WADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMaAR CAN BE VOWED BY INSCRIBMIC PICTURE WWOOW SHAPE Wn19N sOWRE oI1 RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM TIWSE SHAPES. 9L�101 wo,wum - MI DMIGN LOAD C►PACIYY - MP WINDOW DIMS. _ 'C' I "An rips ro' •IND0W >mn. mAss rim v G1A09 Ties ro' WCM (W) LENGTH (l} .(+) I -) I ExT.(+) IMT.(-) WIDTH (W) LENM W ExT.(+) 1 1NT4- Ex 40 1M.(-) 24" 30' 3r 42• 4e 54' 60" 1. 7r 36. Ino 01 80.0 90.0 26-1/r 1. 53-1/9' 74' M• 75.0 00.0 80.0 MA no 00 1 ODA) 90A 73A a" OOA 9OA 750 040 80.O 90.0 Mo 60A A" 90A 7AO 6 A MO 90.0 75.0 00.0 00.0 20.0 75.0 OaO 20.0 26-1/2" 37'3/,. 53-1/6• 74• 75.0 _ a"a"20.0 _600 7sO 6oA ODA gob 75.0 MA 90.0 5.0 eD.D 80.0 90.0 75.0 BOA 80.0 no 7 D BOA a" 90A 70.0 6OA MA 9OA 7&0 a" 00.0 90.0 26-1/2• 37* 53-1/9' 74• 50-5/6, 75A_ 60_A ••-no 60A 90.0 24" 30" 3e' 4r 4e 54' or M' 72' W. 75.0 8a0 a" sob 75.0 mo 9OA 75A eao 00.O MO 71.3 7" a" Mo 750 no BDD MO 71.3 73.1 00.0 90.0 7SO Rao 60A 9Ob 20-1/2• 1. 53-1/e or 75A aO.O no 90.0 75.0 a" 8" no 75.0 no 80.0 no 75.0 BOA ODA 9OA 67.9 72A a" 90.0 Mo 00.0 80D 90A 26-1/2• S7' 53-1/6• 7e 73.0 no DOA 90.0 75.0 80.0 80.0 9OA 75A MO 80.0 90.0 71LO MG 60.O 9OA 67.9 69.9 ODA _l) 2e 30' 3r 1. Mr S4' or or 72' Gr 1 75.0 no OOA 9O10 W L J '� 9% % ; WON AND LENGTH D04ENSCNS CAN BE 0RW3AED VERTKXLY OR HORRONTALLY AS SHOWN ABOVE. PAXWr T RV(M f. ' +e r.T1•'::r: vY:e rk<Fpertaa qc:Xr << :. Arai;'s•. .afk)8.122„�! ZQ- a:'s i•_: 'S1:`r.�3•ci N GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). I y� , �'. . •.•.•• pRG'I1i1CIitSVLl1 • m oauylYisOwPh tl• . AviliMii+ JOB _ i E Ni° 75.0 no 60.0 9O4 75.0 no 80.0 9O.0 75A au 6OA 90.0 75A a" 30.0 9O.0 66b 71.3 $0.0 9DA 60.2 64.2 OOA 90.0 60.2 $4.2 80.0 90.0 60.2 64.2 80.0 MO 1. 30• 36 42' 41r 54' 10' 7r 73.0 BOA 6O10 90.0 75.0 8DA 80.0 9OA 75.0 no OOA wo 75.0 som 8OA 90.0 73.0 me 8O10 20.0 66.8 71.3 9010 9a0 60.2 64.2 ODA 90.0 24' 30' 36" 42' 40• 54• �. 75.0 a" 80.0 90.0 75.0 no 8D0 90.0 75.0 80.0 80.0 no 70.0 70A OOA 90.0 65.6 65.6 ODD no 64.3 54.3 OOA 9aO P4' S0• 36' 42" 48" e • 7&0 BDA 60A BOA 7A0 BOA e0A MO •fai 4 SOS yas • 6 .e 80 ".9 • 99.90 *some 90.0 24" 30' 36• 4r • • 1�• A 80 9 75A no 80.090A 74.5 74.5 MO 20.0 61.5 61.5 80.0 no 24' • 30 • , • Sir • •120' • • • 75A 0 A 75.0 eo 0 8 00.0 90 0Dw b 4b eoE •saO • • • • • • • • Hy��ET4o fjA���� ALimm O Prt a Courol` ±� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drwfng no. W09-20 • rrooD euac as .. ..� 4 EIu W 11 ..EDGE CST... TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHOR4 SEE ELEV. FOR SPAC M WOOD BUCKS AND METAL STRUCTURE NOT BY ECO rMICAL ANCHORS: SEE a". FOR SPACNO MUST SUSTAIN LOADS IMPOSED BY GLAZING 14C DI& ULTRACON BY 'ELOW (Fw177 KSI. "155 KSO AND TRANSFER THEM TO THE BUILDING STRUCTUR . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2• MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18�NE INTO CONC. OR BLOCKS 1-1/4' D INTO CONCRETE (HEAD/SILL/ 1- •D INTO BLOCKS (JAMBS) DIRECTLY 1-1/4• MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4• MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SF'I o I HNO ar:acwc (CRADE 2 0151 INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SLL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8• THK. MIN. (6063-TS MIN.) STEEL, 1/8- THK. MIN. (Fy - 38 KSI MIN.) (SM& OI CONTACT WITH AUAMNIM TO BE PLATO OR PAINTIM) TYPICAL EDGE INTO CONCRETE AND MASONRY - 2-1/2' MIN. WTO WOOD STRUCTURE : 1' MIN. WTO METH. STRUCTURE 3/4• MIN. (MOOD AT NERD. SILL OR JAM SII - 0.66 MW. CONCRETE AT HEAD. SILL OR JAMBS fo - 3000 PSI UK C-00 HOLLOW/FREED BLOCK AT JAMBS fm - 2000 PSI MW. i • • • • :„r 4 A, e&NNECTIONS SEALED WITH a • JDWT I fAr- • • 1 nauvcT%Vf4nrty wuu>UCTn, 3W �_� tlre[.'^I_'�+..Y: Ytk 7*BCSTi.k 1rip5, 5yi 1� .. •ley...• �R�N Kj,t• Dm7 �..5,_Ft_aM�a •:: 4 FOR sPAaNF+ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J"v droving "1 W09-20 11 tE'Elt a PART � Rft�. ns�TSDR 7/ATT.'RlAL uAEu./e[rrPEDat/muTTn 1 moi 2 FRAME Iff.AD/se>./,EtiEw eDarTa s ErsDs As REaa fAAaNG HEAD- �/1a• uAss soerTa - � Erma As REOD. ANCHOR COMER 6D0]-T6 - 4 Egos As REDO. aEAaNO BEAD eus NEOPREIE uLTRAFM 6 f19-SO 1 GLASS SPICER - 1/e' HI0l1 leJ00rE FRANK LO•E . hD ■ 1• a FRAME ASSEuaLr SC1tO1� cRs PMt sus � Er1z0 - FLusN fRA1K ADAPTER Boas -Ts oP1pNA1 e - u ufE sEnMo a10cX you outD►e=tFn es:Ea enoRE A V /a- IM16 �ti7u s1 e Z a d' / tOp. cy WELDED JoKrs SEE SEPARATE NOA AL ANa1DRS ELEV. FOR SPACM RECT. OR SQUARE WMOOWS CIRCULAR WINDOWS W1ER CORNERS COAn W ]JIM Oo Z-_--_-- -- -__— 3co N TVPKAL ANCHORS W cc SEE ELM FOR Sf ACMD 1/4• MAX. WNIDDW wim MNODR Mom SHM 1/4' MAX. 1C MAX '/� Y100D BUCiffy SEE KS St1YR4 FOR SPAPACMD {� SEE AIICf10R5 X�i FOR SPACtNO Q 8 a ._. �( MEIAL STRUCPJRE ggg - - - ----- - pit • • • • • • ggg .; • •• • • • • ••• • tS47S x6M'rT T4£NiE " ` Y � ��.�• 4I.L:« with Os Pteril• PROOIALR RaVlSgl1 � yy � �' 1 EXTERIOR ; •'i a°'':s°• • g n�,c.�pnwet - : iY - 8 • ♦u�� xa:vs! Coe ! ;� D.L OPO. _ r- n. az'-„• ir�P» 4 A • I ft �'•. •: •may • • �T , OF drawing no. MPOW RIDTN . •j.a +i::is ti�rt.aN" • ..RW�:.:• W09—zo ft IL eh.•t a 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS V. FOR SPACING 0 ALT. MIAW—OADIE 0OUKW APPROVED MAUCIN A I,WUJON AN"RS SEE SEPARATE NOA T,pr-AL SEE n&. FOR MAX. ALT. ` TYPMAL ANCHORS SEE E1.EV. FOR SPACING ' R .I of ywoouff MCI• P�1r •, = ' 4/Mi9g Cats . �enPuece N� • • = • • •£spk ii OrNe 014 rNUAUAMON DETAtt c WITH CH (7A11JF ADAEM PRCrAJCt REYISGU '�+ �- es— KdYing wiA iAc FIaYiA• F • • • • • • • g� CIF drovAng no. COMM ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMFDrADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Straet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD ON DIVISION T (786) 315-2590 F (786) 315-2599 TICE OF A E (NOA) www.mismidade.¢ov/economv ECO Windows Systems, LLC) 9114 N. W.106t° Street, Medley, FL 33178 SCOPE: ssued 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 rigih$ t to have this product or material tested for quality assurance purposes. If this product or material fails to perforni 3q j4e acce$tpo. manner, the manufacturer will incur the expense of such testing and the AHJ may finf liat$ly revoke, modify, or. • suspend the use of such product or material within their jurisdiction. RER reserves -the right Ae's®voke this.:. acceptance, if it is determined by Miami -Dade County Product Control Section that thisrploduct or material fails to • meet therequirements of the applicable building code. .... s product is approved Zdse`scribetffiereir� an been designed to comply with the F1bNda Building Code,including the High VelocHurricane Zone. .. . ..... .. .. . .. ...... DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. ...... .' APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 6 Alum Obts, i En4h;e moor • • • • • • . ", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-F orporation, lated'Q2/131M acid last :....: revised on 018 signed and sealed b Jay , .E., bearing the Miami-15ade County�roduct ' Control Renewal stamp with the ottce o 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. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 distnbutors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No.18-1220.11 PR E cD I Expiration Date: March 20, 2024 4C Approval Date: January 17, 2019 Pa/ ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals 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 (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 SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. 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 FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201-94. •.... • .... •. 5) Cyclic Wind Pressure Loading per FBC, TAS 201•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 of 'swing Frencfi door, :....: prepared by Hurricane Engineering & Testing, Inc., Test Report No. ..... • :***so • • • • BETI-12-3357, HETI-12-3358, BETI-124003, RETI-124003 and HETI.32.4027dated 03/16,.:.. • 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 0 • .... . .. ...... Note: The above referenced test reports have been revised by an addendum IddH dated Juhe 29, 2012; issued by Hurricane Engineering & Testing, Inc., signed and sealed by R4el F.•Droz;S�eda,•P. E.:" . . C. CALCULATIONS • • 0000 • 1. Anchor verification calculations and structural analysis, complying with FBC-2014�Plgdition), 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. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5tb Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed 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 #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. hha4 L Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, 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 MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (61h Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) *Go** D. QUALITY ASSURANCE • . • 1. Miami Dade Department of Regulatory and Economic Resources )...... • • • • • • • • • . E. MATERIAL CERTIFICATIONS ...... 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc.- Xj�ner E 1p Dbont LIES Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayers., expiring on 07/g6tjj 2. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical CowPony (MAi)*for their • •.... "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ; •. .. .... % F. STATEMENTS • 1. Statement letter of conformance to FBC 5a' Edition (2014) and FBC O-Edigon Q617)§: of no •: financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by JaM Alimad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, 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 MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 611 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 renews NOA #18-0319.13, expiring 03/02/2024. Ish q I. Chanda, P.E. Product Control Unit Supervisor NOA No.18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 lES 600 ALUMINUM OUTSBIN • NT AN .DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2 STAND ALONE SINGLE SIDEM SEE SHEET 3, SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET). LOWER VALUES FROM SIDELTE CAPACITY CHART OR DOOR WILL )dW-LY TO ENTIRE SYSTEM. DOORS APPM RESISTANCE IS INFILTRATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BYO MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APM 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, MON-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 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEGFTC PROJECT. i.e. LIFE 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. r- T STREWD. GLASSI 090' Intel., 1 � I TrosHol PVB I �By 'Kummy Americo, Inc.' 1/B' HEAT STREN'D. CI SILICONE 1 DOWSIL 899 3/16" HEAT STREN'O. CLASS {mow .0110" IntwkW Troaaof PVB By 'Karomy Amvico, Ira.' Z X Fk n 3/18' HEAT STRE)1'0. CLASS �J ti SILICONE DOWSIL 9 pp �j la 28 8r"` t tES `� / SETTING BLOCKS AT LAM. GLASS t 6 REOO. FDA WIDTHS EXCEEDING SB' ONLY. NOTCH GLAZING BEAD LEG TO 3 CLEAR BLOCKS t W 1/0- TEMP. GLASS -5/18" AIR SPACE 1/8' HEAT STREN'D. GLASS 090• InteAoyar Soflaa Clear And Color Maas By 'EcAmon Chamlcol Co.' p. F I �1/8 GAS %WM'SIL 899 n CARDINAL XL EDGE SPACER ST. STEEL 36 SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • •• • • • rTHE!EDOORS ARE RATED I& I SHUTTERS ARE +NOT REQUIRED. LARG & SMALL SS4E I PACT. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MtOOUC Or "yam =aa• T will, am ►Uat4 A�INe Ne JX a3/9•/3 1 S, N S LOW Im A ll Ld w u. to � a � toJ Z#4 O 4n w I Boom orawmq no. W12-08 39 3/4" MAX. 26 15/16' DECORATIVE GRILL MAY BE USED 12' OR /2 TION 2 SHOWN) SHEET 7.1 ` DESCRIPTION Y� $I�/ n '� n I r I� 9 DOORS LOAD CAPACITY. PSF SINGLE DOORS (X) 000 •lS. 1 LAMINATED LASS FRAME WIDTH LEAF I WIDTH EXT.(a ANT.(-) 39-3/4' 37" 1 W 1 70.0 1 75.0 37 3/16' MAX. FRAME WIDTH HEM k SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 12' 5" MAX. HEM I SILL FAD/SLL :ORNERS SURFACE APPLIED FALSE MUNTNIS OR DECORATIVE GRILL MAY BE USED 26 15/16' LOCK OPTIONS /I OR /2 \ -(OPTION 2 SHpYA SEE SHEET 7. FOR OESCRIPTD)1 / / / 26 15/16" MT=ww 37' MAX. BROOM , Flo (XX) A—W lm.�ta-�2�Q !1 (0) P.pina-" k-3 /1 STAND ALONE SINGLE SIDELITE i4b �T���`Tri`'�Y . DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LANINATBD GLASS FRAME LEAF rRMIE wlmlH wDTH IEDNIr EXT.(+) INT.(-) 76' 37' 28' 7. .0 GLASS D.L.O. DIPS. D.LO. HEIGHT a FRAME HEIGHT - 11.125' D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 22.1257/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. uy� SEE SHEET 3 FOR CAPAC(1Y i4lami Wade �dKl 3 li1�DDUC1rya$vul) • i i .•• !ttn•oN. 1�'Oit •/ M4,V n 2 <film 4 llljjj���"' N b 3 0� 0 m ' z3a� a o SC U o ,{ LlJ Io w F - • • • • • • • • • �fralreue_�Zp,i L5 t � � m;� • •• • • • • ••• • ` ` ` •• •a ••• 0 : ••• law 1" •••i a,...,j�. AAA,j�lllllr/rrr - IK sf OnIW41 • ••• ••• ••• • • NOTE; : • • • • • • • • • GLASS GAPACITWS ON•THLS SFt6T XRE• • BASED•ON A-WM El300-09 (30 SEC. 009116) • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3��f i�N� '•'v '% 8 � � k �Gi��a'•� droWrinq oo. .. °�r�`�% W 12� 08 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SDEUTES SIDEUTE FRAME WON INCHES SNNEUTE FRAME HEIGHT times WITHOW REINFORCING EXT.(+) 1R.(-) 24 30 36 37 42 82 70.0 70.0 75.0 75.0 7010 7&0 70.0 75.0 61.7 66A 24 30 36 37 42 D6 70.0 75.0 75.0 70.0 70.0 70.0 75,0 _ 75A 61.7 "A 24 30 36 37 92 70.0 no 494 M64.1 _ "A 94.1 _ 63.3 63.3 24 30 36 37 96 63.3 $7.6 83.3 _ 57.8 53.1 53.1 52.4 52.4 DESIGN LOAD CAPACITY - PSF SIOEUIES WITH SINGLE OR DOUBLE HEW DOORS (SEE NOTE BELOW) SDELRE FRAME WIDTH INCHES SXEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING END.(+) IF.(-) EXTA0 INTA-) 24 30 36 37 42 82 70.0 75.0 70.0 7S0 75.0 70.0 75.0 �70.0 70.0 75.0 70.0 7040 75.0 70.0 _75.0 75.0 61.7 _66.1 61.7 "A 24 30 36 37 42 86 70.0 _..._ ..W..... 70.0 75.0 _ __.. 78.0 70.0 75.0 75.0 70.0 70.0 75.0 70.0 70.0 7&0 70.0 _75.0 76.0 61.7 68.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.E 69.E 70.0 75.0 64.1 64.1 70.0 _ 75.0 63.3 63.3 70.0 75.0 24 30 36 37 63.3 93.3 70.0 75.0 57.8 57.E 70.0 75.0 53.1 53.1 70.0 _ 75.0 52A 52.4 - 70.0 75.0 REINFORCING NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SiDELITE CAPACITIES SEE CHART ABOVE, LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.LO. DIMS. D.L.O. HEIGHT (SIDELTTE) FRAME HEIGHT - II.OD0' D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438' HEAD A SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3' O.C. (4) ANCHORS AT HEAD/SILL 12" MAX. 1 HEAD I SILL - I I 0... 1+ II II f I T17- n u u II m J JI 11 I I� b it \ II ii \ li Oi1YIO0 ==mot==== ❑==c-= i i /1 OR//2 II ti\ I I (0 ITJON I S u \ SE i SHEET 1 t DESCRIF HI �.._._._..._...-e. 1 INACTNE ACTNE SURFACE FALSE A MUNTI 32 3/4" ' 26 15/16" 26 15/16' DECORATIVE GRILL O-L OPG. D.L OPG. D.L OPG. MAY BE USED SOELITE FRAME W40TH 39 3/4' MAX. (SINGLE) )L 78' MAX.. W(DOUBLE) rReM)C7 fLEN"C'o �-prflal .IIa•vkft a C 4-"Ir• 1b-12.?e• 1 * low-Nr 04Ur Iy_ kL- . 1.r. (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER F9C 2014 •• ••• • • • • • •• • • • • • • • • • • • RODUCFit w"D • • • • • • • • • ANW FinHh , `1Ttt •• ••• •• • • • •• 6 o /7, • • • • • NOTE! • • • GLA4 (ZPAC1TIES •0N•-RIlS SJET A•RE• BASED ON &STM E1300-99 ( ZEC. GysWTs) • • AND FLORIDA•BUILDING COMMISSION • • • • �% H DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Al 20 8 OF drawing no. W12-08 1Y rBW2BY WOSUCK i. TYPICAL DGE DIST. WOOD ]00 OD OR T _ EACE DST. SEE E A710N5 -WOOD N I'. _, FOR SP fNG FJ)CE OW. SEESNOTE SWEET 1 METAL . - ( . • EDGE EDfY_dST� STRUCTU N + ! 25 flog ]S 1 1 28 TYPYCM. ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS - SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 1 N FOR SPACING FOR SPACING FOR SPACING 7 1 N ------------------- ------------- j j' MIAMI-DADE COUNTY APPROVED j 1 CLIPPED MULLION � I SEE SEPARATE 11 11 11 GlA7JN G OPTIONS SEE SHEET t TYPKJ�L AMCNIORS t SEE ELEVATIONS FOR SPACING O OR 26Y MOOD BUCKS AND M RBY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZIN TEM Na NSFER o tW; THEM TO THE BULLDING STRUCTURE. W TYPICAL ANCHORS: SEE ELEv. FOR SPACIAL: 1/4' DNA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy.155 KSQ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) !I a . EDGE 015T. TYPICAL ANCHORS - SEE ELEVATIONS MN. FOR SPACING THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) *Romx-r •RODUCE ��rn11r 1-1�/4' MIN. EMBED INTO BLOCKS (JAMBS) twwft o s111141110111 �i•iL•t 13 DIR6N ECTLYIRM-BGR A N�•e-!2?O•li /u�u�••« -ISM ` 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 914 SMc_ OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADS COUNTY APPROVED MULLIONS OR ••• • • • • • •• INTO METAL STRUCTURES (HEAD/JAVB%f • • • • • • • • (3) THREADS MIN. PENETRATION BEYOND SUBSI RATE• • • • • • • ALUMINUM: 1/8' THK. MIN. (6063-Tg JINN.) • : : : : : • : • • STEEL 1 /8" THK. MIN. (Fy - 36 W% MIN4 • • • • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO K PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY 42-1 AN *AIN. • • • • • • • • INTO WOOD STRUCTURE 1' • • • • • • • • • • • • • • • INTO METAL STRUCTURE - 3/410AIM. • • • • • • • • • • • • • • •• • • • WOOD AT HEAD OR JAMBS SG - OM WN. • • • • • • • CONCRETE AT LEA, SILL OR JAMBS Po - 3OOD PSI MIN. C-90 HOLLOW^LED BLACK AT 0185 I'm 2000 PSI MIN. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R B • b t{ 6 O DOOR DETAILS 5 8 8 Nf = ♦YYYt tll NMI AAA ��i OF ty 7w; iing Anoo.. 1/4- MAX. CONCEALED O TS 1/4- MAX. 4, V �9 SHv LEVERS ATsSTIIEFAACEE SHIM 3 � tBY � N TYPICAL ANCHORS•1 -- WOOD BUCK ZSEE # FOR SP EV 16 ACTIVE LEAP p :�_; Y - ZB I TYPICM. ANCHORS - � SPACING 25 23 EXTERIOR ppg;11 g 19 9 D.L.O. METAL STRUCTURE37" MAX a �1S41 JAG SEE SPEC SHEET 4 -- L WIDTH - LOCK OPTKm t W p 2 r 01 OR /2 39 3/4' MAX ( 2 SHOWN) SME DOOR FRAME WIDTH �1 FOR FR SHEET 7.1 n I DESCRIPTION 1/4' MAX. SHIM 1/4' MAX. U SHW .' CONCEALED RUSH BOLTS CONCEALED RUSH BOLTS iBY WOOD K J LEVERS AT INSIDE FACE OFSIILE TYPO&ANCHORS LEVERS AT STILE FACE OR SEE EllV.' • iV000 ra! FOR SPACNi6 16 INACTIVE LEAP ACTIVE LEAP KOTE 1 r _ 26 13 2• _. _ 00 M • 24 — I a CO tLJ Ibx i 25 23 TYPICAL ANCHORS 19 9 O.L.O. 11 toj D.LO. FOR SPSEE �iLgNO LOCK OPTION /2 I I1 0 f —LEAF WIDTH - L EXTERIOR u� LEAF_wIDTN i ..nA A1. PIMfm 78 MAX. .__._ A 9 a• N l t• l2'?0. (1 C v� -- -- DOUBLE DOOR FRAME WIDTH _......—' °"'--�gY • a gill By 2 POINT LOCK ASSEMBLY •RODUC F BEYl9�� �� a 4 POINT LOCK ASSEMBLY •• •.• • • • • • •• �fy+4b'Vt.t1Y11sAlriM � e.iT'i3 e S INACTIVE LEAP • -KCME4ErYF • • • b e"13 " S $ 8 ' e • • • • • • • • • • fyMMMI• Art •T � � < . u o u 'IN EXTERIOR • • • • • • • • • Cr draring no. �7 DOOR DETAILS .� LOOK OPTION /T -----__.._.-� rIr11{111AA •heat $ of Yj • • • • • • • • • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE GIST. GLAZING OPTIONS SEE SHEET , a 0 a F W . v v •EDGE DIST. 'TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ,/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING l ,• EXTERIOR P D.L.O. METAL STRUM. SEE SPEC STET 4 4Z` AT 86' NT. 37" AT 98" HT. MAX. SINGLE SIDEUTE WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. tey WOOD 8" N TYPICAL ANCHORS SEE FOR SPACING Ib'Vi •+9. d1..Y�1 .. n. NIDOa)[ r IIEVYBY hMlp Ck,•e er awpbl.t wUtY,Y F1rW 4.erp..a N. It-122b• t 1 NbnN.B e. -!!ant s • •..Call,au��. • • • 9 SIDELITE DETAILS • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 • • _ YOS92 OF drawing no. W12-08 flBY / PART RECD. D69CRIPTlON MATERIAL MANY./SUPPLIER/RE V� 0 n_ 0 MARKS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS OPTION E1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY OLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DU. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTODM ENGAGING FRAME SI.I THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING R005 LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM HINGES 3-1/2' X 7-5/8' X .122' THK. EXTRUDED ALUM HUGE PART IFD-107 BY SULLIVAN k ASSOC. 3 HINGES PER LEAF BOTTOM HUGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH /10 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME LAMB ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' 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 CONCEALED FLUSH BOLTS BY 'SULLIVAN t ASSOC.' 1/2- X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED Td STILE WITH (2) /8-32 X 1/2' FH MS CONCEALED FLUSH DOLTS BY 'SULLIVAN k ASSOC.' 1/2' X 2' THROW DOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SIZE LOCATED AT 1G-5/W FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) j8-32 X 1/2' FH MS y AC11VE x1•CTpf ACTPVE U"ltD84UC'/ wI1y 11i/61� smidIRSColl • • • • • • • • • • • • AarPu.e�N. f -(Z2U. j • • • • • • • • • i><drnH•• Due • • • • • • • • • • • Nay l S� �..�. • •• • ••• • • • • • • ••41••il D•i• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • ••• • • • •• •• • • • 0.0 • • • ••• • •• • • • •• • ftwvc E anum n ••pbl•6 •Ub dw nnft A4.090m Me �rg awkstam BL�IL11 Diir7ii��- drawing no. 078000.394 -803 O50 -•�I•'-.130 .803-�I`I 045 is Z �3NC .625 8� 1.625 .078 a.o3t 1 -1.04- , 047 7 ,., 72 F y ! J, .-- 2.062 --^i t DOOR FRAME HEAD/SILL k 7 LEAF 4.750 1.607--4 TOP/BOTTOM RAIL u GLAZING BEAD 1a GLAZING BEAD 5/16- GLASS 7/16' GLASS 1.507 � T is GLAZING BEAD NSUL. GLASS gg g �. r �4.000 � -7 4.719 .078 9 1.825 .078 T 4.78, I 3.719 ---- .078 1-730 1.507 -1 e.250 7.531 ,50o . I�.3t2 � JJ v J - --! -4.000 1 9 LEAF HINGE STILE G62 -t v 8 5.344 �^'fI 4.000 --� 1.507 i.750 - a LEAF W'STRIP ADAPTERjj La e O.094 SIDELRE TOP Ac BOTTOM FRAME 17so 2.081 1.507 07e 1.750 �- 7A 9' BOTTOM RAIL 12 .3� .442 I I-1.se4 00 M7 C, $ _Z 3 L y� Q 3 Z SS N 329 T 078 I�t.etz� 10 LEAF LOCK STILE LEAF ALIGNMENT BRACKET y.750- t W 00 ci- z FRAME COVER , m �5.3" r I 2.08, I .,25 A25 >tieowCr ut� P 8B7 _•-_-[ .� 7 1.507 ,.750 I L- 3.719 .078 ,.574 t 3.761 4e6wue11• �• T, rraww��� EtpinNr f y gg .154 . �- �- 4.000� It t3 LEAF CLAMP by Ash-" hdYdt to SNAP COVER LEAF ASTRAGAL STILE 9000 HINGE BACK-UP PLATE 8.261 • ••• • • • • • e ,. 80 $" r1 ,590 I -.e2s t.soo ••.-�� --I .719 -- • • • • • • - 1.850 • • •! • • !719• • • • to SIDEUTE MULLION REINFORCING �1tut ��� ' 8 z 3 ' 4.000 - - .07e- 4.000 • • 4.1�• • • • • wwrtucr r MlibltwiO the Na1114 tyGekip"`•�p � � � .o7e 2 7 ,.507 1• 3 ► . . • •.o7e • . •. • • • • • • • 4�K«yl,wlirare .��' ;MAR 2DI8 .' *- drawing 4.000 • • • • • • • ��„�� • OF CR•• � no. L--+• �SIDELITE `� `` �i�t wl 2-08 3 DOOR FRAME JAMB 5 SIDEUTE FRAME JAMB 9" BOTTOM FRAME 6 SIDEUTE SLIP ON JAMB it, +` ah•et g of J • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 N /fig �z� J }g� a N n R DOOR FRAME CORNER SIDELITE FRAME CORNER SIDELITE MULLION SUP ON JAMB CORNER 3LnR OCIO � Z#y�� 3zW y� t! fD'Sf N J — O LO c W W 3 coo 12 � � n eegyhi tl••4Y iilYl — � u is mw ii • � iItODUCT RBNEM>s ro aew*lot.0 ol• NWIr � � � ' Wa.'�► elDr • • • • • • • • • • • AsasMuesn• !4-iZ?D•II • QgireNr Dale '�,.�. < m •• • • • • ••• • • • • • • • • • y �' ,`tNiii♦l cl.� �"••'• Vic+•'••, ' 's y $ T . . . . . . . . . . • • • . . . .. . . . • OF LEAF CORNFR ���llll 111+,,�� sheet 9 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMMDiADE MIAMI—DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 �BOARD VIIIVISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 �ANCE (NOA) www.miamidadesov/buildin Eco Window Systems, LL 8502 NW 801h Street Medley, Fl. 33166 SCOPE: This NOA is b ' sued under the applicable rules and regulations governing the use of construction mat s. 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) resm., the right to have this product or material tested for quality assurance purposes. If this product or maflq jV.fails to ..... perform in the accepted manner, the manufacturer will incur the expense of such testing and the A$J may • • immediately revoke, modify, or suspend the use of such product or material within thgiryurisdioti : REP... reserves the right to revoke this acceptance, if it is determined by Miami -Dads" Cdiwty Product Control Section that thi yrro_ductor-material-fails to-meet4he.requuements of the applicableOd0ding co4o'..; . • This ivaf"s approved as described herein, and has been desic�omply �w�i be Flofida Building 00 e including the High Velocity Hurricane Zone. • DESCRIPTION: Series "ECO-Guard" Clipped Aluminum Tube Mullion — LA • • APPROVAL DOCUMENT: Drawing No. M14-01, titled "Aluminum Tube Mullions"; shee •�. thrpugh 9• • • • o dated 05/19/14, with revision A dated 11/15/17, prepared by Al-Farooq Corpa�rai; , si ed�arid seale�t....: by Jai,' ad, P. E., bearing the Miami —Dade County Product Control Renewal stam ithtVM@tice Of .... Acceptance num iration date by the Miami -Dade County Product C ction. MISSILE IMPACT RATING: LABELING: Each unit shall bear a permanent label series, and following statement: "Miami -Dade County herein. Resistant with the manufacturer's name or logo, city, state, Product Control Approved", unless otherwise noted 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 renews NOA No. 17-1218.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0405.09 E I ration Date: October 23, 2024 Approval Date: May 30, 2019 �1?7114 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# 14-0529.16) 2. Drawing No. M14-01, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 05/19/14, with revision A dated 11/15/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 •.... • • • • along with marked -up drawings and installation diagram of •a o'lipped. aluminum mullion at fixed windows, prepared by Hurricane Engineering•&'Testinj: -1nc%, Test ... : • Report No. HETI-08-2192A, dated 01/15/09, signed and seat ecf VN Candido'F. Font.... • . .....• P.E. .... ..... (Submitted under NOA# 14-0529.16) • • • ••. .. . • 2. Test reports on: 1) Large Missile Impact Test per PA 201-94 • • • • • • • .. • • . 2) Cyclic Wind Pressure Loading per PA 203-W:': •, along with marked -up drawings and installation diagram pf a. clippe;f -quminuih* mullion at a fixed window/ a single hung window, prepared b�.idtuticane lyvgjneenng • • • & Testing, Inc., Test Reports No. HETI-08-2192B and BETI-08-2166C,. beta dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA# 14-0529.16) C. CALCULATIONS 1. Structural analysis, complying with FBC 6m Edition (2017), prepared by Al-Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 Manue P.E. Product Con of miner NOA o.19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) and of no financial interest, issued by Al-Farooq Corporation, dated November 14, 2017, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA# 17-1218.14) 2. Department of State Certification of Eco Window Systems, LLC as a hn-A liability ..... company, active and organized under the laws of the State of•Fbrida, dated 03121/13 and signed by Kurt S. Browning, Secretary of State. *so:** • • • • 000009 (Submitted under NOA# 14-0529.16) 000000 .... 3. Laboratory compliance letter for Test Reports No. HKI -08-2l92j, ; • • • • • • • • • HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, aB.issued by. Hurricaiv.; • • • Engineering & Testing, Inc., dated 01 / 15/09, signed and seal4 try Can cf(> e. Font,..... P.E. .. • as 0 (Submitted under NOA# 14-0529.16) ; • * • • 4. Proposal No. 08-0236 issued by the Product Control, date6L1)C04/08,. .-4gned by • • • • Manuel Perez, P.E. • • • • (Submitted under NOA# 14-0529.16) G. OTHERS 1. Notice of Acceptance No.14-0529.16, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 10/23/14 and expiring on 10/23/19. Manuel Perez, Product Control Exa i NOA No.19-0405.09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E-2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None . . .... ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resouf&97ER) " " """ E. MATERIAL CERTIFICATIONS .... . ..... 1. None ...... ..:..' :0 .... . .. ...... F. STATEMENTS 1. Statement letter verifying conformance to FBC 61' Editio4 (2Q17), ijW -by Ai- * 6 Farooq Corporation, dated March 21, 2019, signed and sealedby lavad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No.17-1218.14, issued to Eco Window Systems, LLC for their Series "ECO-Guard Clipped" Aluminum Tube Mullion - L.M.I., approved on 02/22/18 and expiring on 10/23/19. Manuel Perez Product Control E r NOA No. 19 .09 Expiration Date: October 23, 2024 Approval Date: May 30, 2019 E-3 MULUGH E MISSILE IMP � LISED WON ALL MWAh APP AND NON -IMPACT RfSISTANLF RFM1Md IL iR ALUMINUM TUBE MUWON ION_c_ US!NG ACID PROPF_RT1FS QNLY N=: TM PRODUCT HAS BEEN DESCNED AND TESTED TO COMPLY WITH THE RFOtRiE]MM OF THE 2017 (ISM EDITION) RORDA EUILDING CODE WRCLUDIIIG HIGH VELOCITY H RRtcw_ 20NE WaN GLAZING PRODUCTS USED WITH THESE MULLIONS MUST THE PP ABUILDING OODE REQUAMAENTS LE' YAW WATER RLPR.. ENTRY RESISTANCE, S*FEGLAROS 19T Olt 28+ WOOD OTHERS. MUSE BE DES04D AND INSTALLED ADEOIIATELY TO TWANSFIM APPLIED PRODUCT LOADS TO THE BUILDING SIROCIURE. ANCHORS SIYJl BE COMMON RESISTANT, SPACED AS SHOWN ON DUALS AND 14STAUM PER NANUFS INSMUCTpNi SFW= -MENT TO BASE MATERAL SHALL TSE BEYOND WALL DRESSING OR STUCC). A LOW .DURATION RICROW IS USED N OEM" OF ANM*M MOO WOOD ONLY ALL SHINS TO BE HIGH ►PACT. NON-METALLIC AND N1 COMPRESSMLE. MATERIN S RRYLDING .BUT NOT UNITED 1D STEH/METK SC11E m THAT COME INTO CONTACT WON OTER OISSINLAR MQ�ALS 4Wl MEET THE REQUIREMENIS OF THE 2017 FLORIDA BLDG. CODE • ADOPTED STANDARDS. TM PRODUCT APPROVAL B 9U*3tJ: AND DOES NOT PROVDE NPORWATRN FOR A ATE SPEOM PROJECT. ir. LFE SAFETY OF TSS PRODUCT. AOE ALACY OF STRUCK REOD NG TM PRODUCT AND SEALING AROUND (PEMNO FOR WATER NF LTTMTION RESISTANCE ETC. CONORIONS N01 SHOWN N THIS DRAWNC ARE TO BE ANOLY2FD SEPARABLY, AND MBE ROOMED BY BUDDING 1DFFX3AL USE CHARTS AIO CRAPI15 AN FOLLOW& ,STEp 1 DEMURE OESM LOAD IE URED PER A= 7 PON PAROCLRRt OPOONG. =1 USE ►IWR-040E COUNTY APNKIViD DLAZIC PRODUCTS mmw ADM LOAD P44LO ElEM STEP 1 USE CONECMN TV MULLION As PER PRODUCT APPROVAL LJ9C CH`XM ON SHEET D SEIBCT MULLION =f WITH STEP 4 OC RON PA70C NNE THAN MUM LOAD SFFCFED IN STEP I ABOYE. L7SM ANClM TYPES ON SHEETS S Thft L NO ANCHOR CHARTS STEP ON 9E0 A. ECT WU ANCHOR TYPE H DUN" RAJW NOTE THAN 10SELDESEN LOADS W=MTED IN STEP I AMC w00tICt r drPlyLaSdIY L•s/iLML K r«y A.Vre20uacA.. 6 nTe• • • ••� .. ... .. . .. • • • • 000 NAfk,-i�'1i�14 • • • • lb oiaMan DM• i r10� : ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UL. _I 6vwhD no. M14-01 125 1OO6 r .= .1; _ow.125 Ix - .g5O2 Ov IZ - 2.0374 N\4 SZ - .6335 Wn3 S= - 1.0127 SN3 1 X 3 1 X 4 cTn M1u1 �Q. MULSJON 6063-76 DN W63-1e Imo .375 IZ - I u -%W \4 SZ _ 14254 m\.3 1 X 3 CUSTOM MUCUON 6063-T6 =1 1.006 s75 4 O00 .125 Ll .373 Is • 3.1876 rA4 IZ - 2.9762 1A4 II= . 1AWi ww 2 X 4 STD. MUWON 0063-TS -i .ire r �T.716--(. .125 -t2S 2,125 TM. 1 M. IX . 6.M7 rq4 Sz = 275M m\3 2 x a ML I ION 6063-76 IX _ 15.2OM bh4 SZ - 6A677 b4\3 2x6 HfAW MUWON 6063-1i xc+lxw-r cu:ro>xwa3 r� rare' mj .LL L'•r Yla+hf 5.500 6.500 3s.� •C t NtlICH • • OP11p�b1 1/Y OPIWI4ft. ijlpmj, • • • � '� .7s• ... J ... .. • • 0.0 • . . • • • •• • • •• • • • •• a conw=wm the Rod" MI M1311."• i7-i218l4 • . • • . 0 • .: 09 f.•Ye• JL)1b is • ••� ii • • . • • • MULLION CUP M11 111ON - p • • • • • • 6063-To 6063-T8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I Moving no. M14—Q1 DUIGN LOAD CAPACITY - Par (TUBS YVILONS) DESIGN LOAD CAPACITY - PSY (TUBS llUll B) UMN LOAD CAPACITY - P9P (TOGS M=ONS) MXW Dom• Wo1H () SPAN 1 I 3 STD. l 14 STD. 1 1 3 1 1 4 CUSTOM 2 14 8ID. 2 1 6 M. 2 Y 6 HEAVY WDID01 DL0• IYIWII rn) 14t6L I1aN1 1 Y 3 ,1 1 I t 1 I a 1 I 4 cosLO 2 2 4 M. 2 16 BID. 2 16 HEAVY 1=OW ww1N M Dom• rMU1.L SPAN 1 1 3 M. 1 14 BID. 1 2 a CUSTOM 1 1 4 Comm L 14 BID. 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W. 86' 72' 137' - - - 410 410 110b 120A 120.0 120.0 1=0 12" 120.0 12040 12L0 37.5 79-6 60.6 1204 117.7 120.0 1204 - - - 32.5 303 543 12MO IMO 120.0 12LO 12U 120.0 120.0 12LO 332 70A 5A7 106.3 IOIO T20A 12LO - - - 2L7 26a 74-5 1204 120.0 120.0 120.0 120A 120.0 120.0 17D.0 26.9 572 4&5 66.2 54.3 120.0 120.0 - - - 23.2 21.7 60A 130a 120.0 120.0 120.0 120.D 120.0 120.0 12L0 217 30.4 38.3 7LO 743 120A 120.0 - - - 2D-5 - 5&2 97A 11&6 120.0 120.0 110A 120.0 12" 1=0 20_7 44.1 33.5 85'.S L&O 120.0 120:0 - - - - - 46a 65.4- MA 120.0 129LA 120.0 120.0 12LO 120.0 - 312 29.8 59.1 57a 1/3b 120.0 - - - - 41.4 719 914 120.0 12U 120.0 I= 12OLO 120A 35.3 24.8 532 62.0 ID22 120.0 - - - -- - 37-2AGA 849 120D 12U 120.D 120A 120.0 120.0 .1 24.4 483 473 rALO - - - - 318 all 774 120A 120A 120.0 120.0 120A 120.0 JIL4 22.4 443 433 12L0 - - - - 31.0 67.0 10-1/5' 26-1/2' 30• 3r 1.12M 45' w of w57A 7r 50-3/5' 12DA 126A 120A 120A 120.0 120.0 120.0 10-1/6' 26-1/2' 3w 37' 4Y 48' 54' s0' 6C 72- 96' 34.3 74a_ 56.4 116A 1093 120.0 19-1/8 26-11r 30' 37' 42' 45' 54 60' 8E' 72' 144' - - - 3" 32A 9L0 1204 120.0 120.0 120.0 120A 12DA 120.0 1204 25.1 "0 40.7 54A 709 K%2G.G 120.0 - - - 25A 23A $4.9 1192 1204 12a0 120,0 120.0 120A 120A 12Lo 22.2 47.7 36A 74.5 69.7 120A - - - 221 216 57A 1053 1031 120A 12L0 120A 120.0 12MO 12U - 3B.7 222 60.4 563 120.0 - - - - - 46.5 814 120.0 120A 120.0 120A 120A 34.1 25.7 512 44b I=0 - - - - 41.0 75.2 79.5 120.0 12U 1200 120.0 120.0 120.0 - 2" 22-5 46A 43.3 97.0 120.0 - - - - 316 65b 70.6 1121 111.6 120.0 120.0 12oA 12MO 26.6 41.4 3L7 6E3 120.0 - - - - - 31.9 5" 93.2 1013 100.4 MO 12" 12L0 121LO 234 37.3 34.6 77.9 120.0 - - - - 2&7 S26 911 013 120.0 1210 126D 12MO It.7 - 339 31.7 7414 t2L0 - - - - 21IJ 47.2 S&O 54.4 817 120.0 120.0 120.0 12(LO - - - 31.1 11LO "7 115.3 - - - - - 219 439 19-1/e 12LD 12D.0 120A 12" 120.0 120.0 120.0 19--1/6' - - - all M.8 127A 120.0 26-1/2- 89A 120.0 12A0 t20.0 120.0 120A 120.0 26-1/2' A47310 BE 0� IOMEONTALMILLION l&DE 4=ANG" 9WPE 3w 78.5 120.0 120.0 12110 12DA 120.0 120.0 3D' 51.3 48.9 1=0 1=0 37' 617 1043 1032 120.0 120.0 120.0 120.0 3r - - 42.4 1 39.7 9L7 120E , 4r 5L1 91.9 901 =,O 120.0 120.0 t20.0 42' 37.4 35D 87.0 12.0.D ~! ` 4B' ar 46.1 80.4 79.5 120.0 120.0 120.0 12" 40" f06' - - - 321 3M1 79.1 12C.0 442110N S4' - - 29A 27.2 57.6 t20.0 a 60' 393 _643 L16 97a 1003 12MO of - - 26.2 24.5 60.0 111.3 Pf� P SC 43.7 71.5 70.7 105.3 /11.5 120A 100 66' M7 59a 57b BLB M2 120.0 BC 23b 22Z 55.1 1012 ' 7Y MAEM 327 53.6 510 91.3 93b 120.0 72' - - 21b 20.4 30.7 f2.7 (7.ADLC fAWQC PR0gJC7 411MUCl ALL LOADS ARE EXT:(+)/INT.(-)• �cxttttal +rai"s .444e.1Ytr:w:Ea tau a`1c.+• Wi N"2 I NLLI.IUN SPAN ^' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Ca -:'s I��C • • • • • • • • • 111 1 VERTICALLY OR HORIZONTALLY. �r9 ' • • : •' : : : : • : ' • 1 1 (INTERPOLATION BETWEEN WIDTHS ALLOWED} _ 1 • • •.,. "r1 . PIY+ODl= REMEE { WIDTH (W) : wt 2 172 a 4lompHiw lme the rmww6 1} T * Z ! g NOA Mw 17"121&14 - • • • • • E mp•awa D•6•fQf2=019 OF dr0wirq �• MULLIONS .' .' :.a►.: .... ....... . . ..... . .. . . ...... . .... .... . . .... . DEMON 70AD CAPACITY - PSE DESIGN LOAD CJPACJW - PSI DESIGN MAD CAPACrrT - Par �U VWDOA DEB. I ANCHORS TYPE WINDOW Dam ANCHORS TYPE WINDOW DUO. ANCHORS TYPE wpm M ImLLL SP-1 AE AL A8 BE Boa 1 "b WOM (W) WULL. VAN A2 At A6 R2 R4a I Bob MM (w) JAILL SPAN A8 AL A8 BE B1a Bob is-7/8' 120.0 1211A 120.0 12010 120.0 12DA 19-1/6 120.0 1200 120,0 101.4 120.0 1 1204 79-1/8' 97.9 120.0 120.0 62.7 90-4 120.0 Z 26-1/Y 120.0 12" 120.0 t".0 120,0 120.0 21+1/2' 1142 120A 12U 732 1054 120.0 26-1/2" 7" 120A 120.0 43.3 863 9" 2 30' 12MG 120.0 120lo 12D.0 120A 12010 30' 100A 1204 120.0 044 93A 120.0 30' M4 loss 120.0 40.0 57.6 80.0 37' 120.0 120.0 120A 101.4 120.0 120.0 37' 81A 120.0 120.0 314 7" 104A 37' 50.6 "1 120.0 32A 46.7 w 42' 120.0 t20A 120.0 693 12" 120.0 42' 72.0 12" 120.0 402 MA 92.4 1 1. 44.6 77.7 11Lo 26.8 41.1 57.1 1b 4a' 3a-3/6' 120.0 1240 120A 762 112.E 120.0 40' 74-1/4- 63A IOLD 120.0 40.4 569 304 411' 120' 39A ".0 102.0 25.0 36.0 504 1 (oat tl 54' 1DL4 12" 120.0 6t3 Iml 120.0 54' r5-0E.4 6.0 97.7 120.0 3SA 51.7 71A w 34.7 80.4 60.7 22J 32A 4" Q p411 6p• 97A 120.0 1204 623 90.1 120b 60' $7.8 1204 323 4" sob w 312 54.4 atA 20.0 2a.8 4"(�66• 6L7 120A 120.0 58.9 81.9 1177 or 79A 1/L9 2M 42.3 5" 6a' 26.4 49A 742 - 262 MAzry72' 613 I= 120.0 52.1 7A0 104.2 72' Z0 733 10.9 263 35A 53.9 72' 20.0 4A3 GLO - 24.0 33S �+ � `� `iR�■ 19-1/6' 12D.0 12010 120.0 120A 120.0 120A 19-1/a' 120.0 120A 120.0 NA 12MO 120.0 19-1/8' 69.0 120.0 120.0 $7.0 921 1140 IS 26-1/2' 120.0 120.0 120.0 120.0 120.D 12D.0 26-1/2' 100.9 t20A HOLD 94.7 932 120.0 2a-1/2' 642 112A 120.0 41.2 -59.3 a" 30' 120.0 1210 120.0 114.3 12" 1=0 30' a9.1 12DA 120.0 57.1 a2.3 1143 3G' 547 96.9 120.0 36.4 52.4 72.7 37' - 120.0 /20.0 I MO 02.7 1204 120.0 37' 72.3 1201D 120.0 443 W.7 817 3T 440 802 120.0 20.5 42.3 solo 42' 120.0 120A 1210 61.6 117.6 120.0 4Y 93.7 111.0 120.0 40.8 562 91.2 42' 405 7" IOLO 2A.0 37,4 51.8 48' 42' ILIA 120A 1".0 71.4 102.9 t20A 48' se 55.7 97.1 12MO W 51A 7tA 4S' 13Y 3S5 MS 92.7 22.7 M7 45.5 64' 994 12" 120A 833 91A 12U 54' 44.3 a63 120.0 31.7 45.7 635 se 315 5LO 82.4 202 29.1 40.4 y1 80' SOLI 120A 12D.0 57A 823 714.3 W. 44:10 77.7 116.6 28A 41.1 57.1 00' 2A.4 42.5 742 - 262 31L4 L) $t w silo 120.0 12D.0 S1S 74A 103.0 w40.5 70.6 10.0 28.0 37.4 51.9 or 2"45.0 67A - 27A 33.1 z -! 8Q z 72' 1 743 12U t2D.0 47.0 0L6 9S2 72' 37.1 64D 47.1 23A 343 47A 7r 23.0 41.2 OILS - 21A 303 O Vl 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/6' 120.0 120.0 120.0 79A tt2A 120.0 19-t/6' at.$ 120A 120.0 523 753 104.6 3 x 25-1/Y 120.0 t20A 120.0 107.3 120,0 120A 26-1/2- 88.3 120.0 120.0 583 $1.5 1132 25-1/2' MR 102.E 122D 37.7 54.3 75.5 2 30' 120.0 120.0 120.0 243 120.0 120A 70' 7&0 12U 120.0 5" 72.0 100.0 30' 610 -90.7 120.0 3&3 48A GL7 37- 119.9 12" 12DA 76.9 110.7 1204 37' 433..2 1tG120.0 40.5 544 81.1 37' 42-2733 1103 27.0 381 54.1 m m 42' rt16.7 12" 120.0 67.7 97.5 120.0 1. 55.7 57.1 12D.0 W 51.4 71.4 42' 37.1 164.8 97.1 23A 343 47A 3 0 46' S0-S/8' 92.4 120-0 120.0 69.3 85.3 1185 48' 96' 4aA DSA 12AA 31.3 45.0 625 4e 144' 32.8 54.7 no 2" 30A 41.7 09 84' a2.2 1210 120A 52.7 73.9 105.3 5C 433 753 1133 27A 40.0 55.6 54' 1" 50.4 75.6 - 26.7 37.0 Z 60' 74.0 120.D 120.0 47.4 863 14.0 60' 39.0 OLD 1024 250 3" 50.0 a0' 26.0 453 a" - 24.0 or a72 117.2 iffiA 43.1 a2.1 a8.2 66' 355 61-2 02.7 277 317 43.5 or 23.6 412 41.a - 21S 303 7Y 61.6 107.5 120.0 39.5 SBA 79.0 72' 1 325 $5.7 65A 2D3 3" 41.7 72' 21.7 37A S17 - 2DA Z73 Q 0 to-1/8' 120.0 1240 120.0 1tab t240 12DA to-1/8' f062 12MQ 120.0 693 100.4 120.0 ARCH= W E 05CAM W to 2s-r/2' 120A 120.D 12DA 863 120.0 120.0 29-1/Y 76s 12DA 12.0.0 5U 723 100.6 TvPm ANCJIORS rfi4cK 04SE RECrAMNAAR sGPE 30' 11LO 120A 120A 75.2 IDL7 120.0 30' 693 120A 120.0 44A "0 88.9 AMCHM 1�araAt wtatloll 37' 944 120.0 120A 61.8 840 120.0 37' 562 940 120.0 no 512 711 QAZM 42' 84A 1291) 120.0 54A 744 10L6 42' 408 "1 120.0 313 43.7 $3.6 P 48' 03• 74J 120.0 120A 47-8 046 1" 48' toll' 43.3 75.1 1133 27A 40.0 MA bkLucm OL.Im 54' 60.0 11&1 12DA 423 614 04.7 54' 3" $7.2 100.7 24.7 38.8 49A e 90' $9.4 103.8 1204 3R7 54.9 742 60' 34.7 80A 90.7 2" 32A 4{.4 66' SSA a42 120.0 34.6 4Lo 09.3 68' 315 SIA 82.4 20.2 29.1 40.4 PROiOUCf PPOOIk7 ;1 72' 495 643 120A 31.7 49.7 05-5 72' 28A 50.4 76A - 20.7 37.0 PRODUCE PR000CE MI000gS ALL LOADS ARE EXT(+)fINT.(-). 910ottm 77P6AL 4. N4vE7;+711S and 6i. EI6/i61 A11C1OiK In GN SPAN o' CIE: ,�/,�1•:4'n e � < ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER g gloer �7� • •'lyPtnl-*fAw:bN ARRANGEMENT'S LOCATIONS AT HEAD, SILL OR JAMB ENDS. 0 0 w1 FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. 1 t evs `4 • • • • TH - 2 J•" (INTERPOLATION BEiWEEN WIDTHS OR SPANS ALLOWED) • • • • • • • 2 PRODUCT ROW 9D g Y $ 4 - C•d• 17-121a.14 OF draw no. • • 0f2�2p1g • • • • � � ANCHORS : .' : : ,,D . t�t4-a� ... .. � /ONAL11 cheat 4 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 PER CUP (IT ON AN r1prx 11 LSNUVFI CLP / I 1 Lu g Y 1 G I 1 I 1 'AND FFITS MULL J/ u u /N 5115 I I 114 5YS 1 i 1-3/4' O.C. UK 1 1-3/4' O.C. M►L I 4 PIR CUP 2 PER M4LK s h ANCHORS TYPE 'A2' TYPCA. ANCHORS 4 PER CLIP (2 ON EACH W C) NO CLP FIT 6NSDE MU 4u SW 13/4' O.C. MIN. 4 PER CLP TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. MN. EDGE DIST. 1/4' CIA. ULTRACONS BY FL-177 KSI. Fy.166 XM) 1/4' Mt SELF DRILUNO SCIZEIES (GRADE 6 CRS) ilE'GIL 1/6' 3/4- CONCRETE - T'o - 3D00 PSI UK MEM - 1/8' MIN. TNK SIM If - 36 K9 MK 1/r MN. INK ALLDMNUM (6063-T5 M!l) ANCHORS MAY BE HEX OR FLAT HEAII. ALL CLIPS AND ANQFS TO FIT SNA70 INTO IM YLAL )n. CLIPS OR ANOLiS CONNECTED DIRECTLY TO MASONRY To BE PROTiMM YRTH ALKAU-RESISTANT OORMCS. SUCH AS I ft"0R PAINT ON WATER-WHIVE ItT ACRAAM LACOUM mmuelarja rt* oull at pie" Sn1AirL: °=e6e AasyMucaLW �. .. ... .. . . .. PRODIMT REV98M L�i.pEpll 1� I VVM tbWPi dit NVEI. 17•129E14 • • • • •agTN•sl.�yw1R1R]L"2019 .KIN, ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .. 0.. CF NLOMMIQ RO. ----------- ----- i 6 PER CLIP (3ON E� \\\\L\\\ 114 SMS 1-3/4' O.C. Ulk B PER CLIP TYPICAL ANCHORS- AHCHM TYPES UWTRATE IkCN. DMIED. WL EDGE DIST. 1/4' DIA ULTRAM*M BY'ELOO (Fu.1TT NSL "136 KSO CONCTB':lE 1-3/4' 2-1/Y' 1/4' WA MY mmlA4 Swims (GRADE 0 CRS) MEUL 1/8• Me CITE - f.. 3000 PS MN. METAL - 1/r MIN. THK. STEEL Fy - 36 10 MN. 1/41' MN. THK A DWAN IN (60E3-T6 MN.) ANCNORS MAY BE HEX OR FUR HEAD. ALL MM AND ANGLES TO Fir SNUG WM TUBE MULLMS. Cups OR AIi6SLT CDNNS ED 0 PZMY TO MASONRY TO BE PROTECTED WOH AL%AU_F9=W OGQtaS, SUCH AS WILIMMMIS PAINT OR WATER -WHITE METIIACRM1ATE LAPWM Xi10U1!'C' ei :s,.�ri;toy w7L3 ae 1'hFIG1 .. ... •• . . . .. swnoEylna Me! tM PMwWa NOA Elo t7W2lL14 Go: Goo o . . .o.o. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Vwing no. M14-01 2 PER CLIP (1 ON EAp1 HORS \R 1 1 I 1 I FWAT,NG MV 1 I SNUG FIT 91910E MU /14 SMS, 4 PER CUP 41QD ANCHORS TYPE 'B2' TYPICAL AFICNORS , 4 PER CUP (2 ON EACH N•NO) \ \ \ 1 1 711]", FLCATMG CLIP SNA FR WSK M1SL '14 SMS 114 SMS 1-3/4' O.C. MIN. 1-3/4' O.C. MRL• 4 PER CLIP2 POI ANOIf NCHORS TYPE 'B4a' to 0 b G TYPICAL ANCHORS: ANCHOR TYPES I St19STRATE INK EMSMILM C" DIST. 1/4' DM ULTNUCONS 8Y 'aW (Fw177 xSl Fy-133 XT) MASONRY 1 1-3/4' 2-1/2- I MOOD 1 1-1/2• T' MOOD - 29Y MOOD 9LKXS OR MOOD STRUCTURE S.O.. 0.55 WN. MASONRY - C-90 NOUOW/FUM MJ= Cm - 2000 PSI UK ]BY OR 28Y WOOD BUCYCS NOT BY ECO WINDOW MLST SUSTAIN LOADS IMPOSED 8Y CLA28NO SYSMd AND TRANSFER. ASN TO BALDING STRUCtLfM L2 x 2 x 1/W AL11M ANGLE w ttti F mFN1wrt. 1m ..PJ �C wkM f a Ftrnw Ry1,ftz Code W • • n • 6 • •a"`rnta • • • • A A/ .. ... 00 30 Z017 1�i1 PRODUCT REVISED PbeMa c.wiflfn• ritll tlr y� 7f 094 *oA*4•.• • =Tr42fM4 . - • • • • EXPI D• 0 9 • • • OF ', {j drawkg t,a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AN 4 PER CUP (2ONON �FACH /14 94 1-3/4' ox- MIN.. PtR CLAP ;•I �• TTVCAL ANCHORS 2 PER AKW aP INM M!L #14 sMs 1-3/4'C O.. WN- S PER ANCLL D ulbw\ TYPICAL ANCHORS_ --- ANCHOR TYPES I sAwRATE E#18Lb. MF1. FOOE ObT. 1/4' D6L ULTRACONS BY •E LCO' jr .177 KM. "183 IM) M►S w 1-3/C 2-1/2• MD00 1-1/2' ,• WOOD - 28Y WOOD SUCKS OR MOOD STRL)CnM S.O. - O-W MK MASONRY - C-00 HMiM/n.LM SOCK e. - 2DOO P9 AM ]BY OR 28Y WOOD BUCKS NOT BY COO M MOOM MUST SUSTAIN LMDS WOUD BY (LAZING SMEM AND TRANSFER THEM TO 9R1DWG STRtICKAV- ANCHORS MW BE HEX OR FLAT HEAD. fAPG'At l2flfi•YSNCE' r tixpty,c{ Wi"U Aa PfMra w d Ymhi::.q 4:ra1x Arrty!^rc:ia _ • •• • e _x .............. - - PRODUCT REVOED Now Ne ti•12MI4 &a•inq no. . ... •.• 000 .6t.M1.11 DI•dras OF • . . . sy gyp` M14_01 . , • ma / E� LL ON' sM.t ar 9 $ .•.. ... •... . • . . . . . . . . . . . .. .. 000 . . .. .. ... . . ... . . SEE . FOR �1OIAWII �S -I '. wWOFI IVI Yi194'� f Ys! ' �Yiu'ITll�l /14 P11 SO -1-1/Y O.C. WN. MAi9S HOLE FOR OlAMM 1 i I I I MULLED INCM40 1 I 114 PH WS j 1 4 PER CLIP I OIRECf10N . 1 i 1. O.C. UK 1 1 1 1 j lapY - 11 Y 1/e• (FnR 2eY S/{• x 2• XALUM 1/•• FOR (1•Y� Cur m Frr SNUG RISIDE TUM _r {•a ra_ 014 sms war S AaWsm`E Ed. — WK EDGE DW. UK Cl TO rA Fr ufIwR" I S/Y' 1/2• 4•Idlgc rot's � �K�P+N� Y• •.• • • i {e>o• {pdt 24 N COS "M the flodds 1j•1Z78�14 sy w . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • %ft 3 OF llfD•Y1q no. M14—Oi DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD—A—NDT-TION DIVISION NOTICE OF ACgERWCE ECO Windows Systems, LL 9114 N. W.106"h Street, Medley, FL 33178 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.min midade.gov/economy This-lqOs-be' issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revote,6fifoglify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to simoke thil%fteptancls.' if it is detemnin♦eyd by Miami -Dade County Product Control Section that this product or material fails• to &eet the '. erIsOflileSppl a •••••• •• •• •••••• • This product is approved as de7Da ed herein, an een designed to mply with the Florid Jjuilding,Codp, ; • •' •; including the High Velocity Hane Zone. . . DESCRIPTION: Series 900 minnm Bl-fold Door-L.M.I. ' • •' •' ' • • • • • • .. .... . .. ...... VAL DOCUM]CNT: - titled "Series 900 Bi- fold Door {L Nj j �.%heets 1 through 11 • • of 11, prepared by Al-Farooq Corporation, dated 11/15/17, with revision "A" on 05/17/18, stgntd Ind sealed by Javad...:. Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Accelitance numb • •. and approval date by the Miami -Dade County Product Control Section. • • 0000 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • 0000 Limitations: 1. See sheet 6 for max frame size (frame height x frame width) to arrange various out folding qualified configurations. The max panel size not to exceed tested 40" wide and 105 1/4" high, nor max 108" tested frame height, in any configuration per charts in sheet 6. 2. Std. Bottom Track (detail B/5) is approved for water resistance limited to +60.0 PSF. Low Profile Bottom Track ( detail 111/5) is not approved for water resistant unless complies w/ FBC requirements. 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. `�,0- 111 o8/yol$ NOA No.17-1218.13 Date: November 08, 2023 Date: November 08, 2018 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file referenced below). 2. Drawing No. Drawing No. W17-103 titled "Series 900 Bi- fold Door (L.M.I.)", sheets 1 through 11 of 11, prepared by Al-Farooq Corporation, dated 11/15/17, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (See applicable bottom track) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 "' • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • ; • • along with marked -up drawings and installation diagram of aluminum out folding Bi-ford db&s, ....:. prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-16056, dated 43122/2017, signed ; • • • • and sealed by Idahnis Ortega, P. E. "• • • .... . ..... ...... .. . ..... C. CALCULATIONS • .... . .. ...... 1. Anchor verification calculations and structural analysis, complying with?BVt2017 (ON Edition), •, prepared by Al-Farooq Corporation, dated 08/31/17, signed and sealed b� Ja %ad Ahzbad2?.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. 17-1114.14 issued to Kuraray America, Inc. for "Trosifol: Ultra clear, clear & color PVB glass interlayer" expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance FBC 2017 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 11/15/17, signed and sealed by Javad Ahmad, P.E. 2. Test proposal # 16-1439 dated 12/22/2016 approved by RER. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. None. E-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-121&13 Expiration Date: November 08, 2023 Approval Date: November 08, 2018 THESE DOORS ARE RATED FOR LARGE-117- MISSILE SHUTTERS ARE NOT REQUIRED. J THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLIWITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUMM CODE IKLUDING HIGH VELOCITY HURRICANE ZONE 1BY OR OOD.BUGKS_i..&0tTJ613Y 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. SPECLFIED 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 ILWACT, NON-METALLIC AND NON -COMPRESSIBLE, MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSWAR MA ALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT NOA IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Lc LIFE SAFETY OF THS 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. DOORS WITH STANDARD 9307TOMATRACK (E902) APPROVED FOR INSTALLA11ONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH LOW PROFILE BOTTOM TRACK (E903) NOT APPROVED FOR WATER RESISTANCE. / -3/16- TEMP. GLASS 3/8- AIR SPACE 3/16- HEAT STREND. 3/16" HEAT SIREN'D. GLASS 090- ntwtgw 090- ntw!" Troslol PVB Tram" PV8 By •kurww Amaic•. Inc.' BY 'kuraoY Am•Neo, ne.' 3/16' HEAT STREN'O. -3/,6' HEAT STREN'0. GLASS SILICONE 1 DOWSL 899 CARDINAL, XL ,+ \ 'Lr 3 ,s \ EDGE SPACER 9A ST. STEEL � \ / 22 � / 22 SETTING BLOCKS AT LAM. GLASS -" SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING LEG TO NOTCH GLAZING BEAD LEG TO GLASS TYPE 'A' CLEAR BLOCKS GLASS TYPE 'Ai' CLEAR BLOCKS •• ••• • • • • • •• NOTE: • • • • • • • • • VERIFY COMPLIANCE WRNS EGRET LQNIT" W 0t*4QUIRb. •• ••• •• • • • •• AppsovcdNo its: 70BB2 • ••• ••• ••• • • Plotuts6 , • • • • • • • • • T� 11 • • • • • • • •NQAI+1=� 126,201. • • • • • • • • • • mw. Dodo • • • • • • • • • • • � 6TATE OF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A yy Imo_ i Ni dro,nng no. W17-10: SURFACE APPUEO I � 1 1" 1 I i . 5/B" S PG 1Z' FALSE MUN11N5 0.4 OPG. 0l. OPG.D.L.OPG. TYP MIAX_ MAY BE VSEO iAT TYPEAINTO CONC.39 NEL MAX. 39 9/18' SILL S-�E �. PANEL FROTH PANEL WIDTH CLUSTER OF 4 AT 4' O.C. tt O EXTERIOR NTERIOlt HINGES HINGES MITH STD. BOTTOM TRACK TYPICAL. ELEVATION (a PANELS TESTED CONRGURATM) MAXIMUM DESIGN LOAD RATING = + 60.0 PSF BI-FOLD DOOR WITH OUT -SWING LEAFS • • • • • • • • • • • • (FM LEAF SNZE SHOWN OR SMALLER) - 60.0 PSF • • • • • • • • • • • • • • • • • AS PERUMED By FHC REDUIRFAIENTS PL1F1 tl7F• MOLL PANEL WIDTH = (DOOR FRAME WIDTH - ].375'/8 SIX PANEL DOOR CO R 1Y1RPANE WITH FOIDWG AND SWIG PANELS w1c DOOR MAY HAVE 9 OR 10 PANELS AS SHOLYN ON CHAR bN� d • • • • • • • • • • • , 11111 t ! f �/! PANEL HEIGHT - DOOR FRAME HEIGHT - 3.750' USING THE STILE CONFrAMTKM SHOWN HEREIN. • • • • • • • `� 7y": L ,. �i�i OLD WIDTHNDY. PANEL WIDTH - 7.E75' 01.0 HOW = PANEL HEIGHT - 9.250' • 0 • • • • • • • • • • 0 Approved r em*yin9 with tLu : • • FIod&g= 70592 NOTE: • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • • • • • • tao r bade Cumd • + ct26,2018 BTAYEOF '. Xf� BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • B7 ' !`zOR�vR• �� AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 M nLLll • • • • • • • • • • • • • • • • • • •• •• 0.0 • ••• • • ••• • • • •• • • • •• • a drawing no. W17-10: 240 3/4' (MAX.) J I I' t 1 I I I i I 1 l I I l i 1 1 l I I I" I I t I I 1 I'; 1 I I I I I i I I 1 SURFACE APPLIED 31 5/B' - 31 S/8' 31 FALSE MUNTWS D.L OPG. D.L OPC. D.L ON. NP. 12` MAX. MAY K USED 39 9/1 G' MAX_ 39 9/16' ANCHORS TYPE A IWO CONC. S� PANEL WIDTH w PANEL WIDTH CL TFR 4E AT 4' O.C. �} EXTERIOR INTERIOR 9 HINGES HINGES m V� 4 W � Nb 3rM� g 00 0No§i 892 WITH LOW PROFILE BOTTOM TRACK TYPICAL ELEVATION (6 PANELS TESTED CONFIGURATION) BI-Fan DOOR WITH GUT -SWING LEAFS • • • • • • • • • • • • MAXIMUM DESIGN LOAD RATING + 60.0 PSF • • • • • • • • • (FOR LEW SUE SHOWN OR SMALLER) - 60.0 PSF �' • =' • • • • • • • • • AS PERMITTED BY FW IEOUH<EYENTS KTm PANS �E. • • • • • • - SUf PANEL DOOR CONF'K;URATION WTTN FOLOi1M. AI�SWMID PANELS SNDW1► • • • • • tLitlli 17777 2 NOM. PANEL WIDTH - (DOOR FRAME WIDTH - 3.375)/G DOOR LIAY HAVE 9 OR 10 PANELS AS SHOWN ON CW" ON"WT 8 • • • • • • • t -•. •• 7i ' �4 PANEL 14EICW . DOOR FRAME HEIGHT - 2.750' USING THE STILE CONFIGURATIONS SHOWN HEREIN. . n DLO 'MOTH . NDM_ PANEL WIDTH - 7.875' = . i1�2 it DLO HEIGHT . PANEL HEIGHT - 6.750' • • • • • • • • • ApRm•cd 6s Cot'gdlird w:W t'ao - • • • • • • • • 2=18 ceNOTE:26.2018&,`bGLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • 0 • ••• • •• itkHIml BTATEOF L�(j: drawinLgn BASED ON ASTM E1300-09 (3 SEC. GUSTS) / xoRrok•° ��AND FLORIDA BUILDING COMMISSION D, W� %DECLARATORY STATEMENT DCA05-DEC-219 rLL1�cheat ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • '41111EInEIr01t ii APPROVED CONFIGURATIONS TWO (2) PANELS APPROVED CONFIGURATIONS FOUR (4) PANELS APPROV D CONFIGURATIONS qVE (5) PANELS AP ROVED CONFIGURATIONS SIX (6) PANELS SEVEN (7) PANELS z O b F h yy11� t: �` M /]c Y31 8 O q� a [ICRleolt " 4 APPROVED•OONFIOQi1RIATIONS • • • •• co- TEN (10) PANELS • • • • • • • •s g • •• • • • • ••• • MAXIMUM FRAME AREAS '•"'��� J� gg FRAME WIDTH X FRAME HEIGHT 270 SO. FT. 7o6B2 g ADJUST BY REDUCING PA&I" WIDTH, 9% H5IGIjT IF REQUIRED* — • • • • • • • • rlariC• NO a a,ds • • • • • • • • • • II t28,2018 • • • • • • • • • • • ITATEOF + drawing no. ... • 81 ., S/ WA1 ...\. .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . �_........ EDGE OIST� 711PICAL ANCHORS SEE ELEVATIONS FOR SPACING A6 yrV �Y Z ., 0 IF f1 G1 17 � 13/16- MIN.THROW 11 BOLT PENETRATION 1 ,a{( is F S W 0 1) 11 11E on� a GO 3Z WsNp i3/16• ►aN. WEEPHOLES: +y THRow BOLT W1 = 1/4" % 1-1/2" LONG WEEP SLOTS PENETRATION AT 3' FROM EACH END AND 42' O.C. t W1 W2 - 3/16' DA. WEEP HOLES POURED k HARDENED AT 6', 6-1/2' AND 7" FROM EACH END 4 H ; tt i i 77 Pcc — SDOO P51 MIN B1 i i W3 - (6) 3/16' DUL WEEP HOLES ~ ✓ 16 i i NOT � Ejpl 15 O WINDOWS R j • • • • • • • • • • AT 21 ", 21-1 /2" do 22' FROM CENTER OF LOADS TO STRUCTURE ?A • • • THRESHOLD IN EACH DIRECTION. lid LOAD BEARING • • • • • • • • • • (SOLID SH44 • ti2'• • • • • • Tttili r it 2 \ OPTIONAL To CROUn • • • • • • • �t T AAi R3- CONCRETE �.. 15..... r � : 3 KSI� NN. v . • ° . �� t 000 000 000 • • Anpm, u1.w oomplying wilt. the ' v • ', TYPICAL ANCHORS • i TYPICAL ARS. i i • i i jgj EDGE DIST. SEE ELEVATIONS CONCRETE SLeSTRATE TO BE • • • • • • • • Hpy� t 28,2O1B - S i FOR SPACING RECESSED AS SHOWN BEFORE • • • • • •• • • • m"17 CarArd STATE0� � drawing no. LOW TRACK INSTALLATION • • • • 000 • / . •''• RaRO!t: ' .�� W 1 7-1 03 STD, BOTTOM TRACK LOW PROFILE BOTTT}M TRACK By G/ G�� APWO FOR WATER DISTANCE NOT APPR'O FOR WATER RESSTANCE I N u I NT�t stHr•t 5 of 11 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • PROPERLY SECURED 26Y W000 BUCI( EDGE UST. 1BY WOW BUCK 0 __ W000 STRUCTURE SEE NOTE SHEET i a } DGE ot, r ^ Lj 1-q--i \�� n L EM TYPK:AL AHCIiORS SEE ELEVATIONS FOR SPACING FOR SPACING 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 TYPE 'A'- 1/4- DNA. ULTRACON BY 'ELCO' (Fo-177 KSI, Fy-155 IM) DIRECTLY INTO CONC. OR BLOCKS 2- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) �3'-MN4.-EMBEO INTO-nLLEQ BLOCKS (JAMBS) YPE *Al*- 1 /4' DIA. UI.TRACON BY 'f1.00' (F-177 KSI, F THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4' MIN. EMBED INTO FILLED BLOCKS (JAMBS) TYPE INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) TYPE 'C'- 1 /4' DLA. HILTI KWIK-FLEX SELF DRILLING SCREWS (Fu-120 KSI, Fy-90 KSI) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM AT HEAD: 1/4' THK. MIN. (6063-T5 MIN.) ALUMINUM AT JAMBS: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8- THK. MIN. (Fy - 38 KSI MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE MTO OR PAINTED) IYPIGL EDGE DISTANCE INTO CONCRETE AND BLOCKS - 2-1/2- MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 Mao. CONCRETE AT HEAD. SILL OR JAMBS T'e - 3000 PSI MIN. C-90 GROUT FILED FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. METAL STRUCTURE II MNFI DADS COUNTY APPROVED I1 CUPPED MULLION �� I. SEE SEPARATE NOA �19 s TYPICAL ANCHORS TYPICAL ANCHORS LSEE ELEVATIONS � SPACITIONS NG FOR SPACING • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • AgmweA alpmplyni9 eti16 • • • • • • • • Fi:3'tuufjuik -47 Cod. NOTES: • • • • • • • • • • Uaro F(XT DOOR APAETMSE� SHEER 2.61 3• • • • • npAa FOR ANCHOR CAPCLIYSEE CHART•ABOVE• • • • • MNiami Camd LOWER VALUES FROM DOOR CAPACITY OR ANCHOR CAPACITY' By CHART WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HIM ANCHORS LOAD CAPACM - PSF MOM TIVE ANCHOR TYPE 'A' ANCHOR TYPE 'A1' ANCHOR TYPE 'B' ANCHOR 'C' MA MM PANB. a10M IM04:i IMNINNI vcm IKV" MAW OF FOSS RIOM 4 AMCEOM AT URI. ales ItlM • INCYM{ ar mm. a" Do 4 ANCaDM AT MW. ails iM5 4 ANCIM aT IITO1 alai m 4 All M ar am. ME CTM 4 ANCIOM AY VM. area W11 4 a7MJOfd a7 NTO. ems CN EKT. (+) 9R. - Ear. (+) WT. - EXT. (+) a0. - W. (+) MT. - EXT. {+) MF. - DIT. (+) Mr. - ON (+) HT. - 24 26 32 36 40 84 10 6MO W.0 WA 60.0 WA 60.0 60.0 10 _ 10 _ 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 _ 60.0 60.0 60.0 W.0 60.0 10 604 _Sao _ W.o 604 60.0 54A 60.0 60.0 9 60.0 W.0 572 60.0 49.3 00.0 60.0 24 26 32 36 40 90 10 80.0 60.0 60.0 60.0 60.0 60.0 50.0 _ 10 50.0 Sao 60.0 60 60.0 60.0 60.0 10 W.0 80.0 60.0 60.0 57.5 60.0 60.0 10 $0.0 50.0 59.6 60.0 51.1 60.0 60.0 9 60.0 60.0 53. 46.0 W.0 W.0 24 28 32 36 40 96 10 W.0 60.0 A 60.0 WA 60.0 60.0 10 W.0 60.0 60.0 BOA 60.0 60.0 60.0 10 50.0 60.0 WA W.0 53.9 60.0 60.0 10 60.0 W.0 55.6 60.0 47.9 i 60.0 60.0 9 58.5 60.0 4-. W 411 80.0 50.0 - 24 28 32 36 40 102 10 60.0 60.0 6OA 50.0 60.0 1 60.0 80.0 10 60.0 W.0 60.0 60.0 5I.0 60.0 60.0 10 W.0 60.0 59.1 W.0 50.7 BOA 604 10 80.0 80.0 52.0 BOLO 45.1 60.0 00.0 9 5&1 W.0 46.4 50.0 40.6 56A 60.0 24 28 32 • • ,10 • 105 • • • • • 10 60.0 W.0 60.0 W.0 80.0 60.0 WA 10 W.0 60.0 WA 60.0 54A 60.0 WA 10 60.0 60.0 55.6 60.0 47.9 60.0 W.0 • 1� 57A 60.0 46.9 60.0 42.6 59.6 60 • ya 52.0 60.0 43.6 50.0 30.3 1 53.7 WA -.-•nu:v� n I INRCi'' � a � 70692 t h 28,20T8 'Map drowing no. Not., ,t�. W 7-1031. TVPM V� U a SEE FOR, Q D 13 t 7 Q �` 3 h 0 L"i • y 12 S 16 S O • A 21 O.LO. EXTERIOR 1/1' TYP. O.L.O. W i • � � $1� 3/5' PANEL WIDTH PANEL WIDTH 3/9' MAIL MAX. DOOR FRAME WIDTH - LOAD GEARING..._ SHIM TYPICAL ANCHORS SEE FOR � Pi ' O 18Y L,i ri00D BUCK I 10 to -j L 3 to • Q�M i0 tQ}cp- - N v •:fie Wcoo2 1a 21 TYPICAL ANCHORS PANEL WIDTH —~i PANEL WIDTH r. -. _ TYPICAL ANCHORS SEE ELEV. • . -., pg,� SEE ELEV. FOR SPACING FOR SPACING MAY. DOOR FRAME WIDTH 3/B' ' C 99 3/B' MAX �NMS LWBEARING TYPICAL ANCHORS SEE •• ••• • • • • •• w '" •' FOR SPACIk • • • • .0. • • • c • �'' ��� _ • •• • • • • ••• • o METAL � Ilk- EXT.STRUCTURE• �pMbit•d01t heAMOt20.20/8• • • • • • • • • • �� ATE OF drowin rw. tdLal 9 3�. MAX.L3/8' Mom- • • • • • • • • i ..... �. W17-103 • ` L° 0 SHIMSHIM f,Ut \ \ sheaf or ... . . . • •.. . . • . • . . . . . • • • .. •. • • • .. .. .•. . • . .•. . . mIT= 0 PART 0 RRQD. DESCRIPTION MATERIAL MANT./SUPPLI R/REMARX6 I E901 1 TOP TRACK 6063-76 2 E902 tJ STD. BOTTOM TRACK W53-T6 2A C903 1 LOW PROFILE BOTTOM TRACK 6063-T6 3 E904 2 FRAME JAMB 6063-TO - 4 T E907 2/ PANEL PANEL TOP/BOTTOM RAIL 6063-TO - 5 ENS 2/ PANEL PANEL STILE 6063-T6 - 6 E909 AS REOD. PANEL ALIGNMENT CUP 6063-TO —..-.7 _ E910 AS REED. ASTRAGAL ADAPTER 6063-T6 .�-._a E911 AS REED. JAMB ADAPTER 6063-T6 - 9 E913 AS REOD. GLASS STOP (LAM. CLASS) _ 6063-T6 - 9A E012 AS REED. CLASS STOP (NSUL LAM. CLASS) 6063-TG - 10 E905 AS RE00. POCKET COVER 6063-T6 - 11 E915 AS REOD. PANEL. W"STRIP ADAPTER 6065-To - 11A 010 X 3/4' 2/ PANEL W'STRIP ADAPTER FASTENERS ST. STEEL AT 6' FROM EACH ENO ,�. 12 E613 AS REOD. PANEL CLAMP WITH WASHER Or NUT 6063-T6 - 13 am AS REOD. BOTTOM TRACK LINER POLYPROPYLENE DUROMETER 62 SHORE D _ 14 EZOG AS REDD. GLAZING BEAD BULB SANTOPRENE IILTRAFAB 1S AS REOD. CLASS SPACER SILJCONE FRANK LOWE RUBBER CO. 16 E914 AS REED. BULB W'STRPPWG SOFT PVC CENTRAL PLASTICS, OUROMEIER 6735 SHALE A 17 OW521 AS REED. COMPRESSION W'STRIPPNG O-LOT - 16 Wi 1323 AS REGO, PILE W'STRIPPING WOOL ULTRAFAB 19 /tO X 2' AS REOD. FRAME ASSEMBLY FASTENERS Sr. STEEL PH SMS 20 - 2/ PANEL 3/6' DLA. THRFADED RLD STEEL. - 21 #10 x 3/4• AS IEOD, ADAPTER FASTEHMS ST. STEEL AT 6' FROM ENDS & 24' O.C. 22 2/ LITE SETTING BLOCKS EPDM OUROMETER 85*5 SHORE A 23 --_�.- - AS REED. FOUR POINT LOCK - INTERLOCK. USA 24 - AS REOD, TWO POINT LOCK - INTERLOCK. USA 25T, 250, 25M - AS RM. PAW SET. SURFACE MOUNT ST, STEEL HrsNOERSON �....._.. - AS REOD. END HANGER SET. SURFACE MOUNT ST. STEEL HENDERSON d268 78, 27M AS REED. 9RERMEDATE HANGER SET, SURFACE MOUNT ST. STEEL IENDERSON SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. LOCKS: 4 PONT LOCK ASSEMBLY BY WIERIACK USA BNC.' WITH LEVER TYPE HANDLE AT 42' FROM BOTTOM KEY OPERATOR ON EXTERIOR AM THUMB TURN ON IHTARKXT (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DIAL THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED 70 LACK BY 3/8' CONCEAL.ED VERTICAL RODS FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 10-24 X 1-7/8' FH MACHINE SCREWS NC'm 2 POINT LOCK ASSEMBLY BY 'BVTEK= USA INC WITH LEVER TYPE HANDLE AT 42' FROM BOTTOM 1/2' DIA THROW BOLTS AT TOP AND BOTTOM EHOAGM FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LACK BY 3/8' CONCEALED VERTICAL RODS FASTENED TO STILES WITH (2) 6-32 X 1-1/8' FH MACHINE SCREWS STRIKE PLATE FOR 4 POINT LACK., SURFACE MOUNT METALLIC STRIKE PLATE AT 47' FROM BOTTOM FACING LOCKING POINTS FASTENED TO INACTIVE LEAF WITH (8) /6 X 3/4' FH SELF DRILLING SCREWS KEEPERS FOR THROW BOLT AT SILL: SURFACE MOUNT ST. STEEL KEEPERS EACH FASTENED TO FRAME SILL WITH (2) 08 X 2' FH SMS •• ••• • • • • • •• • • • • • • • • • wiTi I < • ••• ••• ••• • • edMAPI7W ode' i • • • • 0 i • • FT�jYp/"'�-�� t26,2018S b drawing no. • • • • • • •• • • HfMR r BTAIL OF • • • • • • • •_� By ; 9'si:;::.: W 17-103 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I TOP TRACK .273 «�» 1.407 062 2 i6S 08, aa9z (s) STD. BOTTOM TRACK o7e aes irr. .957 499 .127 3.095 -a* O LOW PROFILE BOTTOM TRACK FRAME JAMB •0��.2e1 1.a2e PANEL ALIGNMENT CUP PANEL TOP/BOTTOM RAIL 3.93e -�j r.094 PANEL STILE 062 312 L 1.742 PANEL W'STRIP ADAPTER .eft Fl 1.186 ASTRAGAL W'STRIP ADAPTER u PANEL CLAMP .594 .703 .SM4 .703 T— z— Z h .04s —f .045 F ; j E.875.a7s .a7s �9 GLAZING BEAD O GLAZING BEAD LAM, CLASS • SUL. LAM. CLASS '696 8 .8 ,050 .932 10 JAMB COVER 799 6s7 074 BOTTOM TRACK LINER m 13 it" PVC rt+_p1 .231 O q M i' -1 r g z 3i ;_ 2.000 O p " W CID S .091 a DOOR JAMB ADAPTER fle p- ..o so: so: 0.0 % �,Jtlllp • • • • • • • • • • • • ApgmvCd if wmplyioa wilh dw = n • • Y • • • • • • • • • • . • • • • OAfi • Mtl�i or--G�/� ' ��� 01 �i,s?o:`iaKo�„i�_�•� drawing no. W17-102 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z b i O` O O O I a 4lag ' TOP PNOT ® ATTACHED WITH (6) 010 X 1' FH SELF DIIIWNG SCREWS SEE ELEVS. FOR LOCATIONS 'Q TOP END HANGER SEE ELEVS. FOR LOCATIONS TOP INTERMEDIATE HANGER © ATTACHED WITH (7) 010 X I' FM SELF DRI LM SCREWS SEE ELEVS. FOR LOCATIONS v m o � r 0 a a N to 3 r;; 0 S "n o ®� pnc� w§9 HINGE WRH HANDLE 4-1/e LONG 3 PIECE BUTT HILGE ATTACHED WITH (7) #10 X I' FH SELF DRIWNG SCREWS SEE ELEVS. FOR LOCATIONS HINGE WITHOUT HANDLE 4-1/r LONG 3 PIECE BUTT HINGE ATTACHED WITH (7) #10 X IFH SELF DRHWNG SCREWS SEE a&$. FOR LOCATIONS Of 44� 4 0 a c� O e O i• • • . • • a •• • • ••• a°' • .•. • %Plarklm euo �•,, • • • • • • i • • 0 Appm da „�mux 7OBi2 - = t26,2018 Mind m LbWto) t drawing no. • • • • • • • • • • • BOTiQY SLIDW8 HING•C • • • OF '�O1°°''' BOTTOM PIVOT ATTACHED WON (•) /10 X 1' FH SELF ORI.LINM SCREWS SEE ELEVS. FOR LOCATIONS � BOTTOM END PNOT SEE ELLYS. FOR LOCATMS s-1/2' LONG HINGE � ATTACHED WITH (7) #10 X 1' FM SELF DRILLING SCREWS SEE ELEVS. FOR LOCATIONS �' , py�y �y' ��� , /vryAL � � 7+ii If L W17-103 .hest 10of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • m FRAME BOTTOM CORNER STANDAF0 TRACK • • • • • • • • • • .... .. .. . .. FRAME BOTTOM CORNER • • • • . • • LOW PROFILE TRACK ••• • • • • ••• • • • • • • • • • • • • Appmvcd r amWYilfr�Y dee Mlaride Due 1 NON A(tam! Dade in e14,`1„I 11 l♦l �t,/ /� < tas,aote ATE0 drawing no. Miami 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 lights or Fixed Glass (cladding) Pegmits 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). ent:r/OmriUaer/Owng f7 Pt Na en Print