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WS-11-19-2643, 100 NE 101st StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-11-19-260 Permit Type: Windows/Shutters __4 rr Wdrk Classification. Window/Door replacement I 3 L _. Permit Status: Approved issue Date: 02/07/2020 Expiration: 09/08/2020 Location Address Parcel Number 100 NE 101ST ST, Miami Shores, FL 33138 1132060132020 Contacts BRYON THOMAS Owner SUNCOAST BUILDERS & ROOFERS Contractor 136 NE 101 ST, MIAMI SHORES, FL 331382321 LUIS SALINAS 6519 SW 21 ST, MIRAMAR, FL 33023 Business: 3054369294 Other:7865416819 Description: INSTALL 23 WINDOWS 4 DOORS IMPACT Valuation: $ 20,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 150.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 Change of Contractor $110.00 DBPR Fee $5.55 DCA Fee $3.70 Education Surcharge $4.00 Scanning Fee $9.00 Technology Fee $9.25 Windows/Shutters Fee $320.00 Total: $523.50 Payments Date Paid Amt Paid Total Fees $523.50 Check # 3049 11/05/2019 $50.00 Check # 3105 03/09/2020 $110.00 Check # 3083 02/07/2020 $363.50 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construolkon and zon)'OV Fu"rmore, I authorize the above named contractor to do the work stated. SignaturgrGwr -/ - .Applicant / J Contractor / Agent Date March 09, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 R1ECFUVF:D FBC 20 (`-'f t p Master Permit No. tz il-i�.-2-W Sub Permit No.U-�S- << <<i'" (13 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS � JOB ADDRESS: k oo M 6_ ) .'j 6 1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -r/- A! 4 -j A-rA r-A- S Phone#: Address: City: Ivl\ 11 S�2' Lr-iState: Zip: Tenant/Lessee Name: Phone#: Email:ZgDr, .0 trutcAV , t.C►}r1 �i�t� CONTRACTOR: Company Name: =-� ��3 -� Ct � i:l iJ.t f�, �� aT Phone#: 30 5 - ;C6 ' Y�.57 �i Address: 2 ) City: 1�I ira Q: Y State: �f Zip: S,il7Z Qualifier Name: C i y�yy S Phone#: State Certification or Registration #: CG , 15 �j�Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $-20 ;"j)0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 Zi 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 insnection will not be annroved and a reinsnection fee will be choraefi n Signature -. OWNER or A PVT The foregoing instrument was acknowledged before me this day of 20 by omF who is personally known to me or who has producedy=1-2V�-1�- I - 1'J as identification and who did take an oath. NOTARY P IC: Sign: Print: J (, �r Signature f.�J !i��trt1iO� CONTRACTOR The foregoing instrument was acknowledged before me this 1 day of Q 20 2U by whlIo��iss personally known to me or who has produced Vim` ��as identification and who did take an oath. NOTARY P LIC: Sign: i1 Print: Seal: .. ., • •. SINDIA ALVAREZ Seal: • ;A. P; MY COMMISSION # GG 238273 ; :r:.• •.�c. SINDIA ALVAREZ EXPIRES: September 3, 2022 PAY COMMISSION # GG 238273 a: EXPIRES: September 3, 2022 *************gu Rig NWXR. A�>A9JRrq *************** ****s****** (�&0*1167sw119h*Bahtk�tPA�fr1f'IVi'�1i�`�nnmters APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAN E OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): Owner's Address: City -,,-Phone State : Zip Code: r =; job Address (Of where work is being done): City- i . Miami Shores State: Florida Zip Code: Contractor's Company Name:��x��c Address: _ a City- a State: Qualifier's Name: Architect/ Engineer of Record Name: Address: City: Describe Work State: Phone # Zip Code:i Lic. Number. Phone #: Zip Code: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legal involvement. Signature er or Agent The foregoing instrument was aknowledged before me this day of kb . ,20,�bby Signature Contractor or Architect The foregoing instrument was aknowledged before me this day of r:�J , 26?-`by Who is personally known to me or who has produced as indentification. Notary Public: nn Sign: `'f?LC4A fL Seal: e NcFary Public Stu* or Florida . Patricia Diaz W My Commiseian GO iOtitBB1 a w Expires 0&22= 9 who is personally known to me or who has produced DnWl—s `a "S-E as indentification. Notary P blic: Sign: Cd r7-_fi'.e/', Seal: Illiillllllliiilllllillililliiliil�Illiliiiil"""Illiliiiii'll'Ill'illill,illl'Ill,lililllllllilll1111,illlllliillllllllllill,illjllllllllI ��i Notary Public Stabs o/ Florida Patriaa Diaz k"My Canmission Qo 1;tOW1 aw Evim oWj4r M Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-11-19-2643 Permit Type: Windows/Shutters '1 i- ( i I ! ,�'�' *6rkt lossificatfon Window/Door Replacement' Permit Status: Approved Issue Date: 02/07/2020 I Expiration: 08/05/2020 Location Address Parcel Number 100 NE 101ST ST, Miami Shores, FL 33138 1132060132020 Contacts BRYON THOMAS Owner DILBERT ENTERPRISES, INC Contractor 136 NE 101 ST, MIAMI SHORES, FL 331382321 ARNIEK DILBERT 1750 S GLADES DR, NORTH MIAMI BEACH, 33161 Business: 7862566434 ARNICKDILBERT@GMAIL.COM Other:3059450727 Description: INSTALL 23 WINDOWS 4 DOORS IMPACT Valuation: $ 20,000.00 Inspection Requests: ff761-4949 TotalSq Feet: 150.00 Fees Amount Application Fee - Other $50.00 CCF $12.00 DBPR Fee $5.55 DCA Fee $3.70 Education Surcharge $4.00 Scanning Fee $9.00 Technology Fee $9.25 Windows/Shutters Fee $320.00 Total: $413.50 Payments Date Paid Amt Paid Total Fees $413.50 Check # 3049 11/05/2019 $50.00 Check # 3083 02/07/2020 $363.50 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date February 07, 2020 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING TOM FBC 201-4 Master Permit No.RG— II-19- ZLp`{ Z Sub Permit NoWS - 11 ' 1q' 2 to45 ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ` I (��p Q CONTRACTOR DRAWINGS JOB ADDRESS: ` Do N e ` 0 1 C� J I' '-'—` ON: Miami Shores Countv: Miami Dade ZiD: 33 ( 3�3 320(� 2,020 the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ��[ �t f Qu�� f'Ip!t'O--(, Phone#:c3ol J ;,oIP✓ t 9tTJ' / Address: 1,5 (' [N L 101 S'L Q'ty City: ,(A'kO 2&�Qw-"12 State: Zip: 33l38 Tenant/Lessee Name: /U l Phone#: ,30 5 ' �� 3 n �� ' � ♦ � i '♦lam CONTRACTOR: Company Name: Address: , S City: Qualifier Name: Phone#: 7S�6 �f:3 C/ _Zip: �5L411111 ne#: �� Gy�� ,0-3 L1 State Certification or Registration #: d SiT��,_�c>Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New air/Repla e ❑ Demolition Description of Work: //%S � , ��//�l/O1e� Z/ //70 - Specify color of color thru tile: Submittal Fee $�� Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Train Ing/Education Fee $ Structural Reviews $ _ CCF $ DBPR $ CO/CC $ 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 - OWNER or A The foregoing instrument was acknowledged before me this S day of r✓l Ir3 rL , 20 ( 4 by 1vho is personally known to me or who has produced � /\ r-R— as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this S day of ll"� 0>6-2 20 L � by -AC1'�1C1%- TNL3(r1.1 , who is p s nally own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:, l i _sr�ni Print: ®>`e��;� • •• as • ^®`: '''7•0 i CO _0— Seal: M o Seal: LQ. ME ®O°_° cj �,, ,c` /ors •' t ...e .� •*s**�,r****,k+tr*s*srtb � •°° souk rt s* *•*�*srw�**�******s**r�*+1>?�!��w*+r*�+Yx�wMis**��r*srrr***ss*sx,rs*�x*�,***** �a��Jap,da11901io1�1� � �x � � A'aJ: APPROVED BY Plans Examiner ° '" ° Zoning Structural Review Clerk (Revised02/24/2014) BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Fhrida (BlProduct Approval USER: Public User '� Product Approval Menu > Product or Application Search > gpolE m tin Listn L s > AppOcatbn Detatl -I ___--- FL # FL28367 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code r Publications B u rch Eco Window Systems 9114 nw 106 st Medley, FL 33178 (305) 885-5299 Ext227 larrieta@ecowindowsystems.com Javad Ahmad veronica@afceng.com • • • Panel Walls \ N Storefronts Evaluation Report from a Florida Reg istered=ArchitecfLicensed Florida Professional Engineer Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 12/12/2026 Ammad Riaz, P.E. Validatlon Checklist - Hardcopy Received FL28367 RO COI SS - Series 450 Alum WW LMI) - CI.pdf Standard Year AAMA 501 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Q..—M.— of Drndurtc • • •••• ••• • •••••• • • • • • N Nett • • • • : • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 1�e %tp of Florida is an AA/EEO employer. CCoQ�rkjht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • • • • • Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ej W eC— 0 Method 1 Option D 10/17/2018 10/17/2018 10/21/2018 12/11/2018 Created by Independent Third Party: Yes Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: ECO WINDOW SYSTEMS, LLC Manufacturer Address: 8502 NW 80TH STREET, MEDLEY, FL 33166 Model Name: SERIES 450 ALUMINUM WINDOW WALL Maximum Panel Width: 60" Maximum Frame Height:108" Maximum Load: +70 PSF, -75 PSF (Large Missile Impact) Installation Drawings # 18-116F FL 28367 Date:10/12/2018 • :000% ...... ...... • 000000 •..••• • • This product complies with the High Velocity Hurricane Zone (HVHZ) testinggeq"remegs.••• ••� The above maximum parameters do not occur simultaneously.' •• ..... See installation drawings for combination of span vs loads: •• Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAF`V/TAS 204 • • • : • • •' TEST REPORT TEST DESCRIPTION TEST LOCATION TEST REPORT # TEST SEALED BY DATE Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. Air Infiltration ASTM E283 Leakage Laboratory, Inc. ASTM E331 Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. Water or ASTM 547 Penetration Laboratory, Inc. & TAS 202 ASTM E330 Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. Uniform Static Air & TAS 202 Laboratory, Inc. Pressure Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT # TEST SEALED BY DATE FBC 1626.2 Large Missile Fenestration Testing 7/18/2018 FTL-9911 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. ANSI Z97.1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: �atiMq•,� ��•`�Po No 705921.'' Javad Ahmad PE # 70592 :9 % ST�O T OF4- 'a°T' All � ...... CIC`��`� Sealed 10/17/18 i�S'`S� AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 2201 Miami, FL 331731 T: 305.264.8100 1 F: 305.262.6978www.afceng.com I alfarooq@afceng.com 3 n = /� U yW Z i E • • • % • 00 __.� • A • • • • e - 1 1 4 1 6 F 6 u / / u O o e D.L. oPc. WIDT4 e� e J n SEE SHEET 2 e I 8§2 C _ 0 1 ICI p ��tl HFAD/S81 HEAD b 4• CORNERS CORNERS JAMB ANCHORS 1 CORNERS 3 AT EACH JAMB SERIES 450 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH F.B.C. APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM WINDOW WALL OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM, 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). 1BY OR 29Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHILL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSI LAIR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. S D 6 0 0 0 e D.L. I PG. WIDTH I SEE 1 1 1 E SHEET 2 1 1 1 I 1 r I Z 1 d 1 I 1 c 1 1 e e O � 0 0 0 5 MAX. MULLION SPACING IMP. 4' MAX. - SEE SHEET 3 DOOR MULLION ANCHORS CORNERS JAMB ANCHORS H MULLION ANCHORS 3 AT EACH SIDE 3 AT EACH JAMB 3 AT EACH SIDE TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. - STEP 1 DETERMDNE DESIGN WIND LOAD REQUIREMENT BASED THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE SHUTTERS ARE NOT REWIRED. USING APPLICABLE ASCE 7 STANDARD. SEEP 2 CHECK MASS CAPACITY TABLE ON SHEET 2 FOR LARGE MISSILE IMPACT LASS TYPE. GLASS DIMENSIONS (WIDTH & HEIGHT) Q w m AND PRESSURE CAPACITY. THE CAPACITY SHOULD EXCEED THE DESIGN Loan. FL #28367 b g CHECK WINDOW _ SYSTEM CAPACITY FOR DESIRED \\\'1111A11{�I/YYF// / �3 HEIGHT MULLION SPACING ISM CHARTS A TWN Oi TN5 PRODUC BIISEOOR TO DE RESPQNSIM FOR TON INS PROOU T EVA TM ��`\® ............ SHEET 3. PRDNDEO HE/SHE DOES NOT DEW ATE FROM THE CONDOIONS M-ED : r� '' THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ON THS DOCUMENT. 0-7N6 PRODUCT LvKmwN DOCUMENT el¢L BE CONSIDERED mAL 6 �4 FOR SYSTEMS WITH UNANCHORED JAMBS.1S1G SHEET 6 ALTERED BY ANr MEANS _ DETERMINE THE MIN. & MAIL GAP DIMENSIONS. c- SIRE SPEC PRO.IECTs S BE PREPARED BY A ft m REGISTERED STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 DMICER OR ARDMECT —CH WU BECOME THE DMIDER OF RECORD IEOR1 FOR THE PRnECI AND W W Alai RE � FOR THE PROPFA AND 4 SHALL APPLY TO ENTIRE SYSTEM. USE OF TE P.E.D. ENCODER OF RECORD. —C AS A DELEFAIED ••• ENONEER TO THE P.ED ENGNEER S71AIL SUBMIT 10 11� uTTER THE SIRE ® ` STEP 6 WHEN USING THIS SYSTEM WITH DOM THE LOWER SPEMC DRAW040S FOR REAEN '0� f2o�W��g•% ff RIMING FOR THE D- P.EIK PRwcmonaL a CORD SE'AL�aID S�KauIImE Of ////�Y® 1�;\\�� VSISTEM AND THE DOORALUE OF THE DESIGN SHALL APPLY 0 J O drawing n0. 8-1 1 6F eheeL 1 01 $ Sealed 1Of17118 a, U D.L.O. YADiH D.L.O. M7DTH 1w�� W �Y m Z m m F z 70+0 75.0 o W J WSE o nl n 80g d paS¢ 0 0 , 0 .6 Q J Z o, J 17 �I <a 2 5/B" O r �IU n 3 = SILICONE 3 w fJ W � DOWSIL 791 ¢ SILICONE -1/4" HEAT STREN'D C1A55 t iG DOWSIL 791 .090" InleHayer >E 0 r1 01 Troeifol PVB 0 C1/4" HEAT STREN'D GLASS EN 'kurarq America, Inc.• _Z 3 LL 3 090" Interlger 1/4' HEAT STREN'D GLASS v 3 Z Y Z - Trosiiol PVB (�j 0 N J v W By 'kurarq Americo, Inc.' 3/B" AIR SPACE (.3 W J n W mf k m 1/4" HEAT STREMD GLASS r 1/4" TEMP. GLASS O O r g0 1yn� 1 yy� m l 7 m g l 7 C Z\ 10 1 \ t3 35 10 l I q o 0 0 w CARDINAL XL c o 9 9 EDGE SPACER m o ST. STEEL GLASS TXEE.GIl• • • • GLASS TYPE GIi • • • • • • • : • `IIII111111/// O • • i • i i i • • • • G :ZING OPTIONS • • • • • • • � gyp'.•• v'`� ••• • • • •• ••• •• NIX • • • • • • • • • • • • • • ''. OF Qy� dra>ring no. NOTE: • • • ••�-- :� Romo!.•'�®�'� 8-116F GLASS CAPACITIES ON THIS SHEET ARE • • • • : :• • � ®®��`` • • • • GLASS � S ••"' ��. BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • .r • • • 000 • • ___ FL #28367 Ir111111 L 11\I sheet 2 OE 8 CLLRS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES 'G1L' 8 'Gil' D.L.O. •IDTN DLO. NI]CHT E]R.(a) WT.(-) 33-3/4' 39-J/4" 42-3/4" 45-3/4" 46-3/4" 78-3/4' 70.0 75.0 70.0 73.0 70.0 75.0 eS.9 J0.8 82.2 66.7 30-J/4" 33-J/4" J6-3/4" 39-3/4 48-3/4" 64-3/4" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 82.2 88.7 3J-3/4" J6-3/4" 39-}/4' 90-3/4" 70.0 70.0 � i 75.0 75.0 700 75.0 30-J/4" 33-3/4" 36-J/4" 39-3/4 42-3/t" 45-3/4" 96-3/{' 70.0 75.0 70.0 75.0 70.0 75.0 70 70.0 75.0 70.0 75.0 33-3/4' 38-3/4" 39-3/4" 42-3/4 45-3/t" 102-3/4" 70.0 70.0 73.0 73.0 70.0 70.0 75.0 75.0 70.0 75.0 sealea 1avn6 JAMB & MULLION WOAD CAPACM - PEF am & MUUJVG Vffn D IYIERYFMME HORQONWS NOMINAL DOB. JAMB 11' MUM. 'Ml' 7AIB 'R' MULL 'X2' WIM (W) FRAIE HUDII .(+) 0R.(-) f7(f'+) OJr.(-) 36' .0 42 45' 4W 51' 54' 57' 60' 84' 70.0 75.0 70.0 710 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 7&0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 754 70.0 75.0 70.0 75.0 70.0 75.0 70.0 750 70.0 75.0 70.0 75.0 36' 39' 42• 45. 48' 51' 54' 57' 60' w70.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 70.0 - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 74.8 70.0 7&0 311 39' 42' 45' 1. 48-3/4' 51' s4• w 70.0 710 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70L0 75.0 70.0 74.5 70.0 1 7&0 70.0 70.7 70.0 75.0 69.7 69.7 70.0 75.0 - - - 7a.a 7s.o 36' 42' 45' 48' 51' 102' - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36' 39' 42' 45• 108' - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 70.0 75.0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. .. . . . •• .. . . • • • • • • • • • • • • • • • ••• ••• •• • • • •• • •• •• W1 • • • • • • • • • • • • • • ••• •• x I Wl � W2 �W3 WIDTH (W) a WI AT FRAME JAMB WIDTH (W) - W2 + W3 AT FRAME MULLION 2 5 t UNSECURED JAMB 'JI' ❑ nf'4 S: OPS 4.135 2.02 6 1 2 1 2 MNL10N TII' MULLION 'M3' Ia 0r'4 S: 0f•3 Ia M4 3: BI" 3 4.3758 2.127{ r--- nmau 7.4W4 IAMB & MUlnON LOAD CAPACITY - PSF JAWS & MULLIONS WFFN MFRMEDWE HOR20NB/6S NOMIN DIMS. JAIB 'JI' I MOIL 'Ml' JAMB 'R' 11111E 'M2' WMM (0) FEW NEIINT .(+) I T.(-) .(+) BO.(-) 36' 1.70.0 45' 48• 51' 57' 60. w70.0 70.0 75.00.0 7" 75.0 75.0 70.0 75.00.0 [70.0 75.0 70.0 75.00.0 75.0 75.00.0 7&0 70.0 75.00.0 75.0 70.0 75.00.0 75.0 70.0 75.0 70.0 75.0 70.0 712 70.0 75.0 36' 1. 42' ' 48'So. 51. 57' 60' 75.0 70.0 75.0 75.0 70.0 75.0 75.0 70.0 75.0 [70.0 75.0 70.0 75.0 75A 70.0 7&0 73.0 70.0 7&0 69.0 70.0 75.0 65.3 70.0 7&0 62.1 62.1 70.0 75.0 36' 39' 1. 1. 48' 48-3/4' 51' w 96• 7010 75.0 70.0 75.0 70.0 754 70.0 75.0 70.0 711 70.0 75.0 682 682 70.0 75.0 63.9 63.9 70.0 75.0 62.8 62.8 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 36' 39' 42• 45' 48• 51' tom. - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 _ _ 70.0 75.0 - - 70.0 75.0 36. 39' 42' 46• 108' - - 70.0 75.0 - - 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 72.7 MULLION WIFRMIDWTE HORZONTALS x wt Iry W1 � W2 � W3 i HORIZONTALS INTERMEDIATE WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) - W2 + MULLION_ AT FRAME MULLION 2 . ........... 0 NIL OF FL #28367 ��7s�s�04�1```� 9neec 3 0r e Seated 10117/18 ow U ECO wDw. SYS. w ENTRANCE DOORS r SEE SEPARATE APPROVAL fO ----j - ----- Z m m ------ - ----- o_ P/ ° 5 P/ u i° \ a r W P/ ° 0 ° It ° � 817 (i wz wt w1 w2 O wro'H (W n w1 s w2 wom (W = Z1 + 2 8 U S o: Z N r1 0 m Uo N W mS 0 o i c u m m 6 T a 2 4 c m 0 • • • • • • • • `111111 I11 ///// 0 • • ••• • • • • •• • �` d.• • • • • • • • • DOOR MUWON DODR NUUI IDTROUT Re1Nf'. IRfB R81NF'. = b TZ Di4 Si aY'3 Ix 91" 4 Sx ar3 O 3.11OJB 1.8241 ALUMDIUM 3.4038 1.62141 7 • • • • • • • ��•' •�y�, drOwm no. 1.33SB 3.6217 • • • • .00 •: • • • • i�' F[OR1D .•��®�`� 8- 6F TOIL 7.75D7 • • • • • • : • •: DOOR MULLION ' 6 R.wramxTa • • • • • • • • • • • FL #28387 DOOR MULLION LOAD I4. N CAPACITY NOMIlYAL DffiS. RITHOUT RE RI'1'R • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 10117116 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . - - TYPRCAL ANL�D� .. S& QEV. . . . .. Z. TY�ICALOArxHORs ,Ttr .FOR SP, . . DIS14 • • SEE ELEV. N'OW BUCN4 • • • • • 110. SPACING . a, ... a EDGE . .. . ... . . 00 - 8r 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DLi ULTRACON BY 'ELCO' (Fe=177 KSI. Fy-155 M) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 113Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/4" DIA ULTRACON BY 'ELCO' (F—m KSL Fy-155 KBI) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) % 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) STEEL 1/8• THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH AUJIUNUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Pe - 3000 PSI MIN. C-90 GROUT FlUM BLOCK AT JAMBS I'm - 2000 PSI MIN. rroll. METAL EDGE DbT/8 THK. . Z R TYPICAL ANCHORS 0 SEE ELEV. it & FOR SPACING LL g F.B.C. i -c 1I APPR'D MULLION II II SEE SEPARATE APPROVAL II O �I I� n S wTYPICAL ANCHORS SEE SELEV. FOR SPACING z N 05- Z 3 L' Wmg FL #28367 . No. Sealed 10/17/18 drarinq no. 8-116F dree1 �` / \ YlAL10N REINFORCING TYPICAL A sl FOR 7 F OUNSECURED JAYS 3 GAP MAX.ERA& HEIGHT YIN. MAX - - - _ _ Sb• 5/16- 3/4- • 120' S/B' 3/4' D_L OPG.-_� SILICONE DOWSIL 780 DEPTH - 1/4• YIN. FRAME WIDTH --- SEE 171ART BELOW NOTE: MAX MOVEMENT CON9DERED-100A STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA MID APPLICATION MANUAL FOR OOMPATABILOY OF SEALANT TO SUBSTRATE & WINDOWALL MATERNL/FHSH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCNON TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. CAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREA1•R TAPE OR 15% OF CAP ALLOWED MOVEMENT. . TYPICAL ANCHORS SEE ELEV. —_- FOR SPACING ..-_. 1/4- MAX. MULLION REINFORCING AS RSHE F SEE SHEET 4 CAPACITY _ _FOR ---------------------- 4 i F.B.C. APPROVED LARGE MISSILE RNPAC7 RESISTANT DOOR 2 eq � o ' o � • • • • •• • __ _ _ - --- I +� D.L OPG. B EXTERIOR ••• ••• • • ••• •• • • • • SE •FT DESIGN LOAD CAPACITY OF • • • • • Z; • • DOORj AND BOOR �a • • • • 000 • LOWER VAAFROM DOM APPROVAL OR WINDOW WALL I•S • • • • %YSTEM CAP•CITY CKWTS WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• „e MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING uW M I m Z • � o b V gffo oa ffi� WOOD BUCK $(4 QgQg L$�$L�jj 7v 1/4- MAX SH P —7i 0. W R p W a o z3�� d 3 z O " TYPICAL ANCHORS NCHO Q a FOR SPACING W LO 18Y WOOD BUCK a •c- �] . -y0 � No � aid ®' OF •�� dmWio ..�omT»..8-1 16F FL #28367 111101, $ham, s of g . . ... . • . •.. . . . . . . • . . . . ....... .... YANP./SIJPPL�R/BEYARBB • 1• 43 AS FRAME HFAD/�1/JAMB/MULLION 6083-TB - •452 •AS REOD. SNAP -DI MATE 6083-TB - � •TAN-404 • •Q GLAZING BEAD fi0&7-TB - 3A E43B AS RFAO. GLAZING BEAD 6083-TB - 4 434 AS REOD. DOOR FRAME JAI® 8083-TB - 5 AS SHFAR CLIP, 3-3/4' LONG AT JAYS ANCHORS BOB,y-TB - • u'• • M93• A! REOD. SHEAR CLIP. FULL LENGTH 608S-TB - • Sf3• • t AS SHEAR CLIP. LENGTH VARIES TO COVER ANCHOR SPACINGS 6083-T8 - 6 • - • AS READ. STIFFENER BAR CALV. STEEL - • • t�-4�• �. GLAZING GASKET NEOPRENE D1IROYEIER SSt3 SHORE A 8 �12 % 1-i/4' 4/ CORNER FRAME ASSEMBLY SCREWS - PH 5115 9 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS (3/18' x 1/2' X 2' LONG) EPDM OUROYETER 80tS SHORE A 70 - AS REOO. G1A55 SPACER SILICONE FRANK LOINS 11 - 4.000 • • • • 4 v W • • • 1 • • m • • .188 1.75D h m 2.125 fd 2 pr •• • • yI .128 • • • Q F�---3.875 • • • • • C I ` V • • • �k O •. • . g FRAME HEAD/SILL/JAMB/MULUON Q' g Qo EOM a - 3.J28 4 1.453 .3�7fi Q fY E .094- SEALANTS: � N ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. 2 SNAP IN MATE J --1.688 2.847 1.063 .875 1.063 .875 "D -- --I 1 -- �3 ; L„ �TM2 1 L-2 OisJ m z 3� 1.432 2.591 3 GLAZING BEAD y` GLAZING BEAD g 0 � W .. �s w m M Imo-- 3.3211---y 0 O80 I� 578 .100 `ogg S SHEAR CLIP 8 2,375 -y r-.373 9 o 1.968 ```1Lt.1T1iI11111777�VV' m 3.500 4.000 0 cf droning no. �,.750 bi ',�,•• Roaro►•.�g�®�: 8-1 16F 6 STIFFENER BAR 4 DOOR FRAME JAMB FL #28387 11�1o��` shceL 7 of 8 �EM�10. ABY NUl®E• ANIRPY DESCRIPTION MATERIAL se-wm 10/17/1e U / � m flog O � U m / FRAME TOP CORNER i Ul / W / o �0 / a o p ad 1 Z 3 �� 3z J R psi 8 0 0 GS IW .g 0 a i HORIZONTAL CORNER e� c m c o m /• • • • • • • • • 11111111111rr7j • • • • • • • • • • • • • 7E pp Ey�� drawing no. FRAME BOTTOM CORNER • • • • • • i •• '`` ••�a•lo!••'�®�� $_� 16F • • • • • • • • • • •• •• • FL #28367 • • • •• • • sealed 10/17/18 • • ••• • • • • Or • • • • • Is• • • • • • •• •• • •• •• • • • ••• • • • ••• ''7' BCLS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Floridapr _ _ Y.:'� Product Approval r� i'�, USER: public User lProduct Approval Menu > Product or AQplIcatlon Search > gpollcatlon List > AppOratbn DetaR FL # FL21469-RI Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Eco Window Systems 9114 nw 106 st Medley, FL 33178 (305) 885-5299 Ext227 larrleta@ecowindowsystems.com ]avad Ahmad veronica@afceng.com Exterior Doors Swinging Exterior Door Assemblies •••••• • •••••• • •••• •••• • • •••• •••• ••••• •••••• • ••• ••••• •• •• •• • •••••• • • • • • •••••• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed ]avad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Explratlon Date 03/16/2026 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL21469 RI COI SS-Serles 800-850 Alum OS Door LMI)-CI 2017.13df Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • • • • • • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved C..--.— of 041..'+. Method 1 Option D 12/01/2017 12/04/2017 12/06/2017 02/13/2018 FL # Model, Number or Name Description 21469.1 Series 800 Commercial Aluminum Large missile Impact resistant aluminum outswing commercial Outswing Entrance Door entrance door. Limits of Use- Installation Instructions Appriveu,0 use in HVHZ: Yes FL21469_RI II SS-Serles 800 Commercial Alum OS Door LMI -2017 DWG W16-78.pdf Verlfled By: Javad Ahmad PE # 70592 Approved for use outside HVHZ: Yes ImpaRNsistant: Yes DesigW11111'6 .Sure: +80/-80 Created by Independent Third Party: Yes Other:6eedrawing W16-78 for span vs. load combinations and inS1:jWi9A details. Evaluation Reports FL21469_Rl AE SS-Serles 800 Commercial Alum OS Door LMI -PAE 2017.pdf Created by Independent Third Party: Yes • • • 21469•j' Series 850 Residential Aluminum Large missile Impact resistant aluminum outswing residential • • Outswing Entrance Door entrance door. Limits mse: Installation Instructions ApprdVed fbr use In HVHZ: Yes FL21469_R1_II SS - Series 850 Residential Alum OS Door LMI-2017DWG W16-83.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing W 16-83 for span vs. load combinations Evaluation Reports and Installation details. FL21469_R1 AE_SS - Series 850 Residential Alum OS Door E LMI -PA2017.pdf Created by Independent Third Party: Yes Bads Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. S,go"ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by tradRlonal mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mist provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are pubes record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click). Product Approval Accepts: G El ® eC— Credit Card Safe AL-FAROOQ CORPORATION ` CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 21469 Date: 11/29/17 Detailed Product Description: • • • • • • Manufacturer: ECO WINDOW SYSTEMS, LLC • Manufacturer Address: 9114 NW 106 STREET. MEDLEY, FL 33178 •"•" Model Name: SERIES 850 RESIDENTIAL ALUMINUM OUTSWING ENTRANCE DOOR (LoWLW .... Maximum Frame Width: 45-9/16" (X), 87-1/2" (XX) "" "'• ...... . ... Maximum Frame Height:120"(X, XX),132(O/X, O/XX) Maximum Load:+80 PSF, -80 PSF (Large Missile Impact) •••••• • Installation Drawings # W16-83 • • • • • • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requiremer;e• • The above maximum parameters do not occur simultaneously. See charts on installation drawings for combination of spans vs. loads and anchor type. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing Lab, Inc 08/18/2016 FTL-8281 Idalmis Ortega, P. E. Leakage ASTM E331 Water Penetration Fenestration Testing Lab, Inc 08/18/2016 FTL-8281 Idalmis Ortega, P. E. OR ASTM 547 & TAS 202 ASTM E330 Uniform Static Air Fenestration Testing Lab, Inc 08/18/2016 FTL-8281 Idalmis Ortega, P. E. & TAS 202 Press. AAMA 1304 Forced Entry Test Fenestration Testing Lab, Inc 08/18/2016 FTL-8281 Idalmis Ortega, P. E. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing Lab, Inc 08/18/2016 FTL-8281 Idalmis Ortega, P. E. (TAS 201 & 203) Impact & Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: 111111111" AHM,��. �.•,,�PJPD No 70592 ST✓OF Javad Ahmad PE # 70592 �'��F c: 0 R 1 P•' �`�,' '��NA� AI-Faroo Corporation EB # 3538 4 p Sealed:11/29/2017 '�nnnn,►.•. 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcens.com . . ... . • . .•. .. •. . . . .. .. • . . . . . . . . . • %:. . . ... . . . . ... •• •• • • • •• • • • • • • • • • • • • HEAT STfEN*D GLASS • • • • • • • • ,D�r •a• ••• • • ••• ,�- • T—I"" PVB �By Kurcmy ArTmNim. Imo.' r1/4' HEAT SHREWD. GLASS 1. SELECT SINGLE OR DOABLE DOORS FROM SHEET 2 OR SINGLE OR DOUBLE DOORS WITH TRANSOM FROM SHEET 3. 2. SELECT DOOR AND FRAME SEEL 3. OETEIWM DP RATING FROM SKEET 2 OR 3. 4. SELECT GLASS TYPE A OR AT FROM SKEET 1. 5. SELECT LOOK OPTION AND CORRESPONDING MAX. SAS FROM SKEET & 6. SELECT ANCHORING OONDI ON AID CORRESPONDING ANCHOR TYPES FROM SHEETS 4 THRU 7. THESE DOORS ARE RATED FOR LAKE & SMALL MISSILE DLPAcT. SHUTTERS ARE NOT REQUIRED. Su Oft CORNTm B50 RESIDENTIAL, ➢ ALUMINUM OUT -SWING DOOR T C DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED, SEE SKEET 4 FOR LIMITATIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REWIREY M OF THE 2014 (STH EDMON)/ton (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VRDCDY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUDDING STRUCTURE. . ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANWS INSTRLICTION6. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION DICRFJSE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS To BE HIGH IMPACT, NG4-METAIIC AND NON -COMPRESSIBLE. MATERIALS INCLINING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OSSBaLAR MA SHALL MEET THE REQI11RE11EN75 OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRQIECT, Le. LIFE SAFELY OF THIS PRODUCT, ADEGIACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUDDING OFFICIAL. MANUFACTURER'S LABEL SFWl BE LOCATED ON A READILY VISIBLE LOCATION N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUDDING CODE_ LABELING TO COMPLY WITH SECTION 1709.92. DOOR LEAF GLASS TYPE 'A' TEMP. BASS 31W AIR SPACE 1/4- NEAT SIREN-D. (LASS 090' kd.,[%— TrDMId PVB h 'Klaeray Amarka, Inc.' 1/4- HFAT SfIiEN'D. GRASS b 1M � 2O � 2, 9 i � \� / A � SETTING BLOCKS AT LAM. GLASS — NOTCH GLAZING BEAD LEG TO ONE CLEAR BLOCKS CORNING 099 DOOR LEAF GLASS TYPE 'Al' CARDINAL XL A E914St. STEEL -EDGE SPACER SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO GEAR BLOCKS D 899 1/4' MEAT STREN'D. GRASS HEAT STREN'D. GLASS Trosld IA/B .pg0- N1arloyer By 'K. W America. Inc' TrDsifd PYB By 'Kumray America. Inc.- 1/4' HEAT STREMD. GLASS 1/4- HEAT STREN'D. GLASS SILICONE 3/8- AIR SPACE DOW CORNING B90 1/4- lE]IP. GLASS l ) • 42 4, J� f3 I LTI/74 014 Or " I •40 AT 1/4 PENIS ALL S12ES TRANSOM TRANSOM GLASS TYPE 'AGLASS TYPE 'Al' (REVERSE) GLAZING OPTIONS FL #21469 A- CONTRACTOR TO BE RESPOtSITTLE Tan THE SD L^ PUtaEASE AID, ```t\\1 \1y1111 M1 AWN'/ DWALATTON OF TICS PRODUCT BASED ON THUS PRODUCT EVAUATION �� W ^�/yT• PROYDED HE/S1E GOES NOT OLV1AW FROM THE CONdIbt6 DETALLED ON TILLS DOCUMENT. B-THs PRODUCT EVALUATION DOC1MaM TILL E CONSIDERED DvAUD IT Na. 70 ALTERED BY ANY YEAS C- SRE SPFLOIC PROA MS SHRILL BE PRTPMUED BY A FLORGA E✓fNSTERED C; . NOTE: D ^�M OR ARCHOW TOUCH VU NOTME TIE DFOeMER OF NEORD "A.) NTOR TIE PROJECT ANTI) ENO TILL E Rl3 FOR DE PROPER GLASS CAPACITIES ARE USE OF ALE PED. DQFDt OF RECORD, A AS A DELEGATED � '•: BASED ON ASTM E1300-09 (3 SEC. GUSTS) EY6n E" TO TIE PED. EImEFA SHAD. LA SUMIFT TO INS TER THE sTE FOR REVOW. AND FLORIDA BUILDING COMMISSION D-SPECTIt BEAR THIT m AM GATCOAL SEAL wm � OF DECLARATORY STATEMENT DCA05-DEC-219 THE R Dm¢FD OF, FEcn® THAT PREPARED n- ill Hlk-l Hill I: drawing no. W16-83 . .• ... . . . ... .. . . . . .. .. . . . . . . . • . . ... . . . . ... 42 9/1W • • 000 • • 81 1/z- V FRAME WIDTH • • • . 2 • 1 CDL.LATOn�S. �WDI_DLTgOH . W=Omoa I -- TYPICAL ANCHORS EDGE DIST. I OR ELEVANS SPACIITIORi THROW 3/B' YIN. BOLT d� MY WOOD BUCK (SEE NOTE SHEET 1) to Z 3 PENETRATION Q F a I 93 a y •'• I I lu aa� I I J J V o � o 1 11 I it t J J J 1 I 5q� t/1 w �U Q Z y © o OI'7 O ^ J Z 31� O 7q Q z oe Ra p 0 W 1 1 0 J c 1 Ii 1 I I I I C C O i t I 1 27 16 C O i i 27 16 I I C m 026 �'ul.••.. •� • • • • • ' .��D I m e CONCRETE , a CONCRETE _ < • TOM e. `EOCE THRb11' PENETRATION }/B' BOLT MIN. EDGE ow." ° TYPICAL - • • SEP • FOR • • ANCHORS OIS( ". "TYPICAL ANCHORS {7 ,• WIV. • • •. • • SEE ELEV. EPACMG • • • • • • FOR SPACING '� •• • ' :�•• STOl� • drarmg no. w .. • • • •.. P.: yy • OPPRro wA I TiOR RESISTANCE • • �, sc%`.� ��+70.o WRTAL�E4TIONs 7' W 1 6-83 • LUtfT wOL Peal kl. ;``� # :'HERE WATER RMISTANCIF IS REOMED FL 2I469 77 1I11 n11 sheet 4 0112 • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . TTPKAL .. • aPMR HTw3 sEE .. • • .. 0 SE. ELRV. . • •FOR sPnrJtTc . • • ..r.- 4 • • • • • • EDI•i 06T. - EDGE In � . COfiCRi7P • . . • • • • of 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 sPAC1Nc 1/4' CIA. ULTRACON BY 'ELCO' (Fi-m No, Fy-155 Kst) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SRL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MVA11-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATEO OR PAINTED) TYPK:AL EDGE DISTANCE INTO CONCRETE AND BLACKS - 2-1/2' MN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. WOOD AT HEAD OR JAMBS Sr - 0.55 MIN. CONCRETE AT HEAD. SILL OR dA BS Pe - 3000 PSI MN. C-90 HOLLOW/FILLM BLOCK AT JAMBS fm - 2000 PSI MN. 9 FQR SPACING — _________------------ IQy'V a �I FJLC APPROVED CUPPED MULLKIN I� Z I' SEE SEPARATE APPROVAL I`--------------------'� S p� c TYPICAL p c a � ANCHORSSEE ELM e FOR SPACING LL < a" O g aro 4 0 0 n — O aQ ) wo FL #21469 n � Rb. iO$92 yp r&ming no. :�1 6-83 TWICAI. FOF 1/4• MAX. O O �ca.nm��vn 1SHW SHDe BY WOOD BUCK ' INACTIVR LEAF ACTIVE LEAF - - 27- 19 � 31 14 14 J1 fn c Rr__-fT IF _ _ _ _ _ • � �a ,' l EXTERIOR \ igA g \U^ 22 2 yg S D.LO. B D.LO. TWICN. ANCHORS LFAF WIDTH LEAF WIDTH FOR SPACING DOUBLE DOOR FRAME WIDTH 1BY WOOD BUCK • • • • • • • • , SEE NOTE ON SHEETS • • • • • • • • • • ••• • • • • •• • •• •• • s • •• • • • • ••• • • • • .•• •• .• • . • •• 0• • FL #21469 �;'' 1yCEN3F ND. 70382 � drawing no. W16-83 . . ... . . .... • • • • • • • • • • mcc asr. I FOR .ACING • • • • • • • • • • • • • • FOR SPACavc FL #21469 / Na 70M LOCK OPTIONS: OPTION #1 ACTIVE LEAF: 3 POINT LOCK SYSTEM BY 'RECMV AT 42-1/2' FROM BOTTOM HANDLE ACTIVATES 6 PLY HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTVE LEAF LOCK STILE WITH (4) /8 X 1/2' FH SIS INACTIVE LEAF' 2 POINT LOCK SYSTEM BY YffGEM' AT 42-1/2' FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 6-32 X 5/16' PH MACHME SCREWS LEAF WIDTH ia OPTION Al 4 POINT I= SYSTEM BY 'INTERLOCK' AT 42' FROM BOTTOM HANDLE ACTIVATES HOOK LOCK AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (z) Sa x 5/16 FH Ms (1 10-32 x 1-5/8' FH MS MIACTIVF LEAF: 2 PONT LOCK SYSTEM BY 'INTERLOCK' AT 42' FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) 8-32 X 2-3/16' ON MS LEAF WIDTH / I t / ACrW\ see *so 00 HINGES: • • • • • • • • • 4-1/2' LONG FLUSH MOUNT STEEL BUTT HINGES BY 'REGENT' (3) PER LEAF (1) AT 9' FROM TOP TO CL OF HINGE (1) AT 7-1/4' FROM BOTTOM TO CL OF HINGE CENTER HINGE EQUALLY SPACED FROM TOP & El"A H"• • • • • • • • FASTENED WITH 1/4-20 X 1/2' FH MACHINE SCR+RIS • FOUR PER HASP(LEAF). • • • • • • • • • • • • • • • • • • ••• • . • • • • • • • • • • • • ••• • • • ••• FL #21469 pD DNpI�q,?,. n •T Hi", th drawing no. W16-83 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . MW / PART / B80D. DESCREGLON • • • • • / I E801 I DOOR FRAME HEAD • • • • • ism -To - • • • 2 em 2 DOOR FRAME JAI® TB - • J EB03 1 STANDARD THRESHOLD• • • • • • • 063-TO • • • • • 4 _ EW5 2/ LEAF LEAF TOP MID BOTTOM RALL. 9053-T9 - 4A E608 1/ LEAF _ 10' BOTTOM R09L 5083-TB - 5 EW6 1/ LEAF LEAF HINGE STILE — - 6063-76 - - 5 EB" 1/ LEAF LEAF LOOK SIRE T - 7 UW-402 AS REOD, SHEAR CLIP. 4' LONG • 000 • • • 6OW-TO • - • B E009 AS RIM ASTRAGAL W`SIRE ADAPTER Ts - • 9 ®10 4/ LEAF OWING WAD (WSUL LANE GASS) • • • • 9A EBI1 4/ LEW GLAZING BEAD (UW. GLASS) 6053-TS - 12 EB19 AS RDD. INTERMEDIATE HIORUMM TYPE I 6053-T6 - 12B EB22 AS REND.. KNTERlEDLRE NORIZONTAL STEM BLOCC 6063 -T5 - 13 E820 AS REM. DOOR FRAME SNAP COVER 6003-75 - 14 E824 AS REM. ASTRAGAL S@TENER 600-TS - 15 E52S AS REM. LOCH BACK -LIP PLATE SOB3 TS - IB E602 AS REOD. FRAME COVER 6083-75 --- 17 E608 AS REDD. LEAF WSTRIP ADAPTER 6063-TB 17A i8 X 3/4' AS REOD. AOIWTER FASTENERS, AT I1' O.C. 60B3-T6 FH SELF Wr41A4G SCREWS 18 E612 AS REM. LEAF ALIGNMENT BRAG ET 6063-45 19 E613 AS REDD. LEAF CAMP SD63-78 - IRA C613 AS REM. KNGE BACKUP PLATE, 9' LONG W83-TB 20 E20619ION M AS REDO. GLAZING VINYL EPOM OUROMETER 70*5 SHORE A 21 ®15 4/ LEW SILICONE DAM FPOM DUROMETER 70*5 SHORE A 22 E817 AS FEW ASTRAGAL SEAL EPDM WPp1ETER 70*5 SHORE A 23 - - GLASS SPACER ---_ SLLICUE FRANK LOBE RUBBER CO. 24 - 2/ LITE ISETTINII BLOCK 1/4' X 1/2' X 4' LatG EPOM AT S' FROM EACH END, OUROLETER 6535 25 - 2/ LITE ISETTING BLOCK 1/4' X 3/4' X 4' LONG FPOM AT 5' FROM EACH END, NIROMETER 65*5 26 1111323 - PRE WSIRIPPNG WOOL ULTRWAB 27 N20818-101-3020 - BULB WSTRIPP9W -- SANTOPRENE EPOW 2B - 3/ LEW - BUTT HINGES HNGE INSTALLATION FASTENERS-- ---- A0004LU REGENT 29 1/4-20 X 1/2' - FN MS 30 /12 X 1-1/4' AS REOD. FRAME ASSEMBLY SCREWS - HH SELF DRILLING SCREWS 31 - 3/8' DW 7HREADE0 ROD STEEL - 33 E812 AS REW. DOOR TRA)MION MULON 6063-TB 34 E013 AS REGO. TRANSITION MULLION S@TT:NER — 6053-TB - _ 33 EB14 AS REDO. Ww ADAPTER AT TRANSITION MULLION 6083-T6 35 UN-401 AS REDD. I TRANSOM MD/SILL 6053-78 37 UW-407 AS REGO. TRAN60Y JAMB 6063-T8 38 UW-404 AS RECD. GLAZING BEAD (TRANSOM) 606.1-78 39 UW-408 AS REKD. FRAME INSERT MA SOM) BOBS-78 - 40 - 2/LDE SLTTNG BL006 (3/I8' X 1/2' X 2' LONG) EPDY D1AtOlE7ER 80*5 SHORE A 41 AS REM. GLASS SPACER SUCONF I FRMN LOWE 42 UW-406 AS REOD. GLAZING GASKET NEOPRENE ImgmmErER W&S SNIE A SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM55D4 ACRYL-R SEAM SEALER. 5.000 r 188 2.625 L SITS 1� IMP. 1-� 4.000 O TRANSOM HEAD/SILL 1.178d I A75 062 TYP. 1.432 GLAZING BEAD p 5.000 ��•/ t8� a Z ;� W 1.750 P 1 ,25 TYP. d esit Lq VVV O TRANSOM JAMB c c A Od6� lalp .o9s � oso 6 TYP. ai a .6L75--I .989 FRAME INSERT (TRANSOM) m r Oo O^� Z 3M` 0 C, FL #21469 SaJ cueE" 0 f Na 70b82 d 1 ......°'`..` W6 83 �5.000� �2 Z�� 1.2f0 12S �5 .082 •+,.000 .135 .7 S1 2.3.197 G($e WS3 o a b2.986� O GLAZING BEAD O GLAZING BEAD 1 DOOR FRAME SNAP COVER .219 2 LAM. GLASS INSUL LAM. GLASS INTER. HORIZ. SHEAR BLOCK a 1 DOOR FRAME HEAD 1.844 o7a 329 a000 e�i I g 2.988 I-� 1.812 �-1� 9 1 0 8 m oryl F .125 .079 .125 531 1.825 .078 is FRAME COVER 0.154 J 4.250 d �L L L .078 + C O STANDARD THRESHOLD I U s 1.719� 19 t.584 1S LOCK BACK-UP PLATE 10.000 4 LEAF TOP/BOTTOM RAIL 9.281 LEAF ALIGNMENT BRACKET mm1 .375 12S 125 �rWal P 74 1. •125 yy On 1.844 :.07]F��1.726 � }p Z 3 LL W__] t9 LEAF CLAMP 3 z I I HINGE BACK-UP PLATE O c p" K251 S LEAF HINGE STILE O 10" BOTTOM RAIL 2.968 .1571.543 135 4.219 1.188 5.000 •1� 0 .750 L �.182 104 ASTRAGAL STIFFENER t .078 1.719 .225 0 094 I.Bµ �2.375 •. • .•r • • ••• •• .0� 0 0 OO I - 2 LEAF �IC • • • ASTRAG: W STRIP ADAPTER m c 2 DOOR FRAME JAMB • ••• • • • ```t111Unu11g7j7j 7.0 •.• •• 2.812 4.250 - �� • J.738 t.500 312 _ No. 70M .819 .703 .881 r �' ` .578 T - -�-p • • • • - osoT • • • • • '�' a .4 .1YP. 1• • • . • • • • • 1.719 drawing no. .. .. . . • •. • . �:°�''• 0..M. �y®�` W16-83 �� 1SS ....... �. 7 SHEAR CUP 3s W'STRIP ADAPAR (AT MULLON)• • t7 LE%F W STRRIP ADAPTER 12 INTERMEDIATE HORIZ. r' L #21469 ��1,�®NA1 ,,,% Sealed:11/2912017 . . ... . . . . .. . . • . . . . . . . . .. •.. ... . . . . • .• •• . . . ... �� • •• X . . ... .. .• . .. ... .. .. . .. . . . . . ... . . . . . . . .. .. ... .. .. . . . . . .. . . . . . • ... ... . . ... .. TRANSOM TOP CORNER ,� FL #21469 ea 7D582 •. III- TOPIBOMM OORNEIt� • •• •• • • • •• •• • FL #21469 d. in9 m. W16-83 IA MIAMI•D1ADE NEANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 St=t, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allewedby the 4 Having Jurisdiction (AHJ). • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Omffity Product"d'ttMal Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cmmtyy reserve the right to have this product or material tested for quality assurance purposes. If this prodV&t die inateriale W6 to perform in the accepted manner, the manufacturer will incur the expense of such test1V and the Adis may immediately revoke, modify, or suspend the use of such product or material within th'&jtrsdiction. 9RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Co*unV Product•Confrol Section that this product or material fails to meet the requirements of the applicable bwil3iiNmde. • This product is approved as described herein, and has been designed to comply with the 'Florid$ jqt;inmg Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I • • : • • • APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. �MWMFDADECOUNTY ��. NOA No. 17-1011.22 n f Expiration Date: May 19, 2021 GY ! Approval Date: December 21,2017 Page 1 It Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • B.: Ti3Tls' . • Goo*** 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 • ..... goo* • • "" 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 • afong with marked -up drawings and installation diagram of a casement window, ...... ...... prepared by Hurricane Engineering and Testing, Inc., Test Reports No. • • • • ; .. •NETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido • • • • F. Font, P.E. (Submitted under NOA No.11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5n' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTuv=) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0309.06) G. OTHERS Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems,1LLC Rt"eho Series "Eco-Guard 500" Outswing Aluminum Casement WindoA. I;.M.I., • • • approved on 05/02/13 and expiring on 05/19/16. • e G • • • • 1. 2. NEW EVIDENCE SUBMITTED • • e • NII A. DRAWINGS 000000 G • 0 *fee 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement WA. kt.M.I.)" • sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/olgq Prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. : • • f B. TESTS 1. None. 10 101 CALCULATIONS 1. None 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 0 Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. Wang Zhao, P. E. Product Control Examiner NOA No.17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 •Sees• Gff9S: :**so: Goof. .*Goof S' f . ECO—GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CSMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT EVS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (51H EDITION)/2017 (BIN EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.I SHUTTERS ARE NOT REQUIRED. - - - MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES slum OR SMALLER) - 7S.O PSF 1/8- TEMP. GLASS 3/8' AIR SPACE 1/8- HEAT SIREN-D. GLASS 1/8- HEAT SIREN-D. CLASS .090' IntwIa)w .090' Inte w)- TrwRol WB TroWd PYS By 'Iarrum America. Inc.' By 'Waaray Anxrica, Inc.' 1/8' HEAT STREN'D. GLASS 1/0- NEAT SIREN'D. GLASS p F �L� SILICONE DOW 0DRNING 899 SILICONE DOW CORNING 899 4 10mq 9 10 5 a _ � 3 r, i g • • • •� • AT 1/4 POINTS t9 21 ALL SIZES BLOCKS AT INSIL LAY. GLASS GLASS_ TYPE 'A' ��SIL0pTI0IG • • •GT69f WrYPE 'AA'• �'0• CLEAR¢ 1 • • • � �LA7.IN� O�TIDiTS� • • • � • F 37' WINDDW WIDTH u R� 3S• q FALSE YUNIWS) VENT WIDTH 29 3/8- Z n (�YAY IISEtf D.L. OfKi. N 0 1 6 o 3 / II D 3 IIH99 ia 10 v n j--- O 'I D II \ \ l 2 II tS L�1 W g 6 POINT LOCK to MAX HEAD SILL T MAXMAK LDCWHO POINTS HEAD/SILL SEE CHART 6 .0 Z CORNERS WOW. HEIGHT N LIPID sash 3 Z TYPICAL ELEVATION 28 AT § V 88 W m m 38-3 8' 3 yr 50-5 8' 4 $3' 5 78' 8 nTTnnn 3/16' HEAT SIREN'D. CLASS .OWT—If InterEI `o Tros(toI PVB By Iarcmy A—doo, Inc.' r3/18' HE AT STREN'D. MASS B SILICONE NOTE: DOW COWING 899 GLASS CAPACITIES ON THIS SHEET ARE •• o ., „ m ,. ^ F BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION m 5 9 8 B DECLARATORY STATEMENT DCA05-DEC-219 0 e W. „;tlpUCt REVSE.D � •- r!fu:g wr,S tlm Fktnte Eipr m.. Dare/ By an OFF � droving no. dm GLASS TYPE 'B' M.—Dwe°°d` �- - - OWDF-�C9� 1OJ � •• •• • • • •• •• • • • ••• • • • ••• a Jo 0 a. a. • ... ranew Ex9w�s. • • • • . . EM FT>1! SPRING . , • • �pK.. . .. . . �SEE �' • • � • • 000 • • TYPICAL ANCHORS In SEE ELEV. FOR WAWA-OAOE COUNTY APPROVEDMULLION ANCHORS SEE SEPARATE NOA TYPICAL TO TYPICAL ANCHORS: sEE ELEv. FOR sPAciNG 1 /4' DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fp155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2• MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 18Y BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1— 1/4 MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 614 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8° THK. MIN. (6063—T5 MIN.) STEEL- 1/8' THK. MIN. (Fy — 36 KSI MIN.) (STEEL IN CONTACT WITH AUACNUM TO BE PLATED OR °AWTED) 612 SMS OR SELF DRILL LNG SCREWS MULLIONS 2 CRS) INTO MUAMI-DADE COUNTY APPROVED MUONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL- 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE 1m, INTO CONCRETE AND MASONRY - 2-1/2' MIN. Wood BUCK INTO WOOD STRUCTURE - 1' MIN. t7 INTO METAL STRUCTURE = 3/4' MIN. ,B WOOD AT HEAD. SILL OR JAMBS SG = 0.55 MIN. Zt CONCRETE AT HEAD. SILL OR JAMBS fa - 3000 PSI MIN. ' C-80 HOLLOW/FILLED NORMAL WE3GHT BLOCK AT JAMBS Pm = 2000 PSI MI F'1::7Dt1!" RFY7SFD . .. n•�; u„swih Ue 4T.ai� ' 1 v�III) 4SEE OF .-.......,... FOR SPACING B � Y n 7 Miami c a W11-05 11 c a W11-05 11 1/4- MAX My"'V 1/4, W7L 11 SHDIS 1/4' W1C Z 0 3 S. © O 18T� 08 q S WOOD BUG!( 18 4A 4 B 12 - l Z SEE EL ANCHORS WO SEE OD BUC v.• ELEV. TVP[C& ANCHORS -------SCREEN OPT. — ------ FIIR SPACING STR E SEE ElEV. FOR SPACING O 1 1/2 (' V vl 7_1cy vl W a z w � Z ,{ 1 EXTERIOR o v -� c� 1�A<� SPACING STRUCTURE r, D.L OPG. �• r 1g U VENT WDTH J J 3 ----- wuroax WIDTH Gim7 W c7 � MMI-DADE COUNTY 00 APPROVED WJ SEE SEPARATE NOA 3 TrPlcu ANCHORS SEE E]" FOR SPACING �g5 O p 0 ^ N W LOW coo m n n 1 I R�R 0 WINDOW WDTH V1Q.mOW WIDTH O = ' �f cf � o mg� •• • • • • • ••• ••• `11111111,„� O •• i•i i i • • •• •• • • • • • • • FRODUCr REVISED • • • • • • • • • • • • • a� _.FI) M m1h do Fls+ida = 70582 yyg �ii G<ntm�riaupD, o • • • • • • • gY -Z- DP dmving rro. • • • • • • • • • • ; • • 'Nt, T>na: Pfadaa Oftl l ' i, S' ..... . ••o°��` W 1 1 —05 • i•• •• i i i � OIT I M N"``` —sheet 3 8 • • • ••• • • • • • • • ••• • • • ••• • • ••• . • EDt;E DST. • • • • • • • • W • • • • •BhTILL F -- — -------------- l 7CRS • • • • I MWq-DADE COUNTY APPROVED I .\ ' S. AL 11 R. p !'FAO • • • • �i • • • • SEE MULLION & MULLION• n ANCHORS j7, pp O15• : • • •• • • 15 15 O ALT. \ \ TYPICAL ANCHORS TYPICAL ANCHORS IL SEE ELEV. SEE ELEV. y p FOR SPACING FOR SPACNG d a o� m gm � 1/4• MAX. © 3 Z SHIMS 15 xp g N v� U 013 J TYPICAL ANCHORS y W m E C SEE ELEV. FOR SPACING " n � O TYPICAL ANCHORS Ti+ 09� SFE ELEV. FOR SPACING ALT. o u o INSTALLATION DETAIIS WITH FLUSH FRAME ADAPTEF' •. % ■ ..•,rt;rrt<tvlsFn g C_ x.yt• -rM w;th die FIa76ie N $ if Of�IV drawing no. Muvai t>$de Pr Camrcd • s •�OR1OF;: ' o; � W � � —�rJ nnn 1 Ot FRAME HEAD/SILL/JAMB VENT FT519 Bo .a01. 47 O3 GLAZING BEAD (5/16' LAM. GLASS) r° .130 .803 044 1.17Z ` GLAZING BEAD (INSUL LAM. GLASS) � C_304 Fs.050 -•1 Lt.047 GLAZING BEAD (7/16' LAM. GLASS) z.e88 D82� 769 2.811 15 FLUSH FRAME ADAPTER 1.750- .493 1.750 .493 CORNER KEY 245 .78_ j .120 —M-1.256—I-4 U SNUBBER - FRAME ISBN PART / YUANTrTY DBBCBIPIION WTEIDAL MANP./SUPWdBB/HSYAR= 1 E901 4 PRAM tEAO/4U./JAMB 2 E502 4 VENT W53-To 3 FY108 AS RWD. GUIII/G BEAD (5/16' NAY. MASS) 6083-TB - 3A E505 AS READ. MAZNG BEAD (MSUL LAM. GLASS) GAZING BEAD (7/1W LAM. CLASS) 8003-T8 60113-TB 36 FY109 AS REOD. 4 E508 AS REOD. SIAISBER - VENT. FULL LENWH 6083-.TB - 4A E509 AS REGD. 9iIBBEN - FRAM. PILL LENGM OD53-TB - 5 1 ESW OWIONAL SCREEN FILIYE 6G63-T5 - 7 /10 X 1-1/4' AS REDD. FRAM AND VENT ASS9®LY SCIE•5 - H 6H SMS e E203 AS RECD. SLAD KFATMSDfBPNC. M=MTER 65 SWMPREEE WJRAFAS 9 E203 AS REDD. GAAZIG BEAD BULB. DUROMETER 65 SANTOPREIE ULTFWA13 10 35.I2.OD.400 2/ VENF 4 BAR mom AT TOP AND E10T10Y STEEL MULn POMP LACK ssTElt IAMAX TRAM. INSMLLED WrIN (2) #10 X 5/8• SOS 11 13096.92 T 11iUO1 12 - 8/ VENF KEEPER SITEL - 13 - 1/ VENT I ROTO OPERATOR IAV_AK/SQL 7RUD1 14 1 M140-SS 2/ CWOGR FRAM/VENT CORNER KEY- 15 FY120 AS MCD. FLUSH FRAM AOAPFER 6083-TB OPRONAL 18 - 3 AN71 SAG WATE FH SDS SKATE SCREIVS- NYLOFI M&M PIASIICS 17 #10 X 1-1/4' 2/ SKATE 18 /8 X 3/4' AS RWD. FH SMS SNUBBER SCREES - N PADS 2' APART. PAIRS SPACED AT 7-3/4. O.C. 19 - 2/ LRE SETNG BLOCK 3/16' X 3/4' X 4' LONG MSS SPACER - 1/8- mm _ - FPD11 -SaK%INE DUROMETER 80*5 SHORE A FRANK LOWE 20 FLB-50 21 INSUL GLASS EDGE SPACER Sf. STEFl CARDINAL. XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR 024.33.XX.004 AT 8-1/2' FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8' SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33409.00.0001 SPACED AT 12-3/4' O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1' P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES AINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS OPERATOR: • $ VGLFb 6RM ROTO OPERATOR #52.13.012 BY 'TRUTH' D SILL END FASTENED•K>oWITH (6) #10 X 1' P PH SMS • OPERATOR TRACK #30175 AT BOTTOM RAIL •gVRgoWITH (2) #10 X 1' P PH SMS F ,:..•:. tii,��iro Fkvids ANTI -SAG SKATES: VINYL ANTI-5AG SKATES BY 'M&M PLASTICS' F.nwiDr� (2j LOiK VnLE AT 6-3/4' FROM TOP/BOTTOM RAILS (1) jT BOTTQN RAIL AT 4' FROM LOCK STILE •EACHFFASANEf WITH (2) #10 X 1-1/4" P FH SDS. •• • • • • • • • • • • • • •• •• • • • •• •• ••• 7A�ii - � 1 i =_ F 0 � 'EN3Lc'•.•• i� ya g C OE OF•!(/� drawing E1G. mD!p� W 11-05 •• •• • ••• • • �� 8 •f• ••• • • ••• ••• O F z � 0*0 �a • • • • •• • • • • • ••• •f• egill� I z3ri' I � w�� VENT CORNER FRAME CORNER oa�m� �cJeas 'P-Rea ffik"Am REVISM s �oemplyug w�hdw F$cidn — ' } �',� . .fm Mao' OF � �: drawing no. ��i,'It um'%' sheet 8 of 6 MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 • SCOPE: • • • This NOA is being issued under the applicable rules and regulations governing djg useof colstwcdion materials. The documentation submitted has been reviewed and accepted by MiaTnjR County RER - Product Control Section to be used in Miami Dade County and other areas where allgy qA by the Authority Having Jurisdiction (AHJ). 00000 • 0 0000 • This NOA shall not be valid after the expiration date stated below. The Miami -Dade (;ev744,Product.CVigVol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C@vAtV4 feserv0 44eright to have this product or material tested for quality assurance purposes. If this product, or, material foils to perform in the accepted manner, the manufacturer will incur the expense of such testing aid the AHJ jnay immediately revoke, modify, or suspend the use of such product or material within their jourisdict0na nR reserves the right to revoke this acceptance, if it is determined by Miami -Dade County -OProdust Control Section that this product or material fails to meet the requirements of the applicable building code. • • • . This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "250" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 18118D, titled "Series-250 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets I through 7 of 7, dated 04/23/18, with revision A dated 06/18/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.18-0426.09 Expiration Date: August 30, 2023 Y-0141-1 Approval Date: August 30,2018 '1 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 18-48D, titled "Series-250 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets • : • • • : 1 through 7 of 7, dated 04/23/18, with revision A dated 06/14/18, prepared by Al- ...... • • • $arooq Corporation, signed and sealed by Javad Ahmad, P.E. TESMB• 1.""'rest 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) Small Missile Impact Test per FBC, TAS 201-94 • 0 5) Large Missile Impact Test per FBC, TAS 201-94 • • • • • .0 0 0 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • 7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 .000 • • 0 ' Tong with marked -up drawings and installation diagram of a series 250 aluminum 0660 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9830, dated 10/24/17, with addendum letter dated 06/15/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated 04/24/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6« Edition (2017), and of no financial interest, dated January 4, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 17-0420 issued by the Product Control Section, dated June 9, 2017, signed by Manuel Perez, P.E. G. OTHER 1. None. E - 1 Manuel P P.E. Product Control 94pininer NOA No. 18-0426.09 Expiration Date: August 30, 2023 Approval Date: August 30, 2018 • •• • •• ••• • • • • • •• • • • •• •• • • ••• • • • • ••• • • 3j16•••T04 &LASS• •• • • • • • • • • • 120• • • • • • • SPACE WINDOW WIDTH /1 •r � • • • • • • • • • • 4• MAIL 3/16• HEAT SRffN'D. GLASS 3/16• HEAT SR D� H6' AX ENDS q 090• InlerB rosi l PV9jw CORNERS 3 Troeilol PVB h�itd PVB BY 'W MM Amerim 41c.• • • i i • • 1�°i°f01' �e, 1 ' 3/16• HEAT STREN'D. C : • : : • • • /16'IVT SHREWD. GLASS II- ii n • • • • • • n u W •• • • • = JF===-aH____7I i SILICONE i e' SIJCONE 4 j DOWSIL 791 DOWSO. 79122 V=m S . pp : I ❑ II I V. 4 m 23 73--------------- 10 / O 31 a ii i ze AT 1/4 POIN75 ON LffES AT 1/4 POINTSZ-11 WIDER THAN 36' ONLY ALL SIZES B GLASS TYPE 'A' GLASS TYPE 'Al' 7/16. OVERALL LAM. GLASS 15/16. OVERALL WSOL LAM. GLASS 14 GLAZING OPTIONS FALSE MUNTINS 26 7/6' W 5/6' (SURFACE APPLIED) D.L OPG. D.L. On. MAY BE USED SERIES-250 (L.M.I.) ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (ITTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (MHz). TRY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESWANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRICTURE RECEIVING THIS PRODUCT AND SEALNG AROUND OPENING FOR WATER NFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL W&9a731N. IE m 26 31• z U) " m w oog) o Z y 3 _ pLp55 0CA IB W � w THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACTJ, SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT 27.201 or s dro•ing no. 18-48D (1/2W) (1/2W) L XO OR OX LEFT Q RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS WINDOW DAIS. MAX. D.LO. 1FIDTH8 WIDTH HEIGHT VENT nXED 84' S0-S/B' 38' 38• 74' 63' "' 33' 64' 7Y 28' 28' 61' 76' 26-1/2' 26-1/2' XDX OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.LO. WDYMS WIDTH HEGHT VENT 120' 50-5/8' 35-13/16' 35-0/1.' 113' 63' 33-7/16' A-7/1S 99' 72' 28-13/16' /1 ' 92' 76' 1 26-7/16' 26-7/16' XO OR OX OPERATING VENT TO BE 1/3 OF THE WINDOW WIDTH WIND DAIS. MAX. D.LO. WIDTBH WIDTH HMff VEA74-11/16- 120' SO-S/8' 37-5 6' 106, 83' 32-128-588' 76' 28-1 (1/4W) (I/2W) (I/4W) i t XOX OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH . . • WINDOW DIMS. MAX D.LO. WIDTH9 WIDTH HEIGHT VENT FRIED 144' 50-5/8' 32-7/8' 65-11/16' 144' BJ' 32-7/8' 65-11/16' 126' n' 28-3/8' S6-11/16' 120' 76' 26-7/6' S3-11/18' o q Bli9 fifliHE MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SCMS SHOWN ABOVE OR WALLER) - 70.0 PSF INSGLLATIOIS WHERE WATER wvRATION REsWANCE IS NOT REQUIXEO USE ABOVE LOADS FOR WINDOWS WITHOUT ADO -ON RISER INSTALLATIONS WHERE WATER WILTRARON REISTAN.E IS REOUR ED USE ADD -ON RISER FOR ABOVE LOADS OR Uhff MAX. OOEWOR(+) LOAM TO +60.0 PSF FOR WINDOWS WIRIOUT RISER SEE SHEET 3 FOR DETAIL ApBrosed sl<cupl7icg nets ®S ,A.: '4 _,a.` � 1 �, b' ET P c 27.2O1r 1fI s tar �WW 4DA6 i�®• OF AFOWUNJ nO. 'tly-, Padua,: ''��' AiO161�: ` `�� 18-48D wee_ �• . . ••• ... .. .• • .. .. . .. ••. . . . • • • . • • • . . ••• • • . • ••• . •• •• .., • S•NCRRtE• • • • EDIiE• NAID_DADE COUNTY APPROVED F DIST. „I MULUON & MUWON ANCHORS i 1 SEE SEPARATE AIM EDGE • • •• ••• •• DIST. ,. . TYPICAL ANCHORS " [TYPICAL ANCHORS SEE El". SEE a". FOR SPACING FOR SPACNG WEEPROLES: Wt = 1/4' X 2-1/4' WEEPHOLES WITH BAFFLE AT 4' FROM EACH END AND 37-1/2" O.C. MAX. W2 = (3) 1/4' CIA. WEEPHOLES AT 1/2' O.C. AT CENTER OF EACH LITE Uy EDGE Z y � OIST. 0 pj 111000 W 811P ao i TYPICAL ANCHORS SEE FOR SPACING PAC LL aaa000 iCq $$$ WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE z `J' TYPICAL ANCHORS: SEE El". FOR SPACING JU J Ile DIA ULMOON BY 'ELCO' (F-177 KSI. F ns Ks) 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z El 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS W 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 O an n O cc Z 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) I #14 SMS OR SELF DRILLING SCREtiS (GRADE 2 CRS) INTO MWdI—DADE COUNTY APPROVED MULLIONS O ccoom OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN.) STEEL' 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT wRH &uwNum m BE PLATED OR PAINTED) IMCAL EDGE DISTANCE19 ° INTO CONCRETE AND BLOCKS — 2-1/2' MIN. INTO WOOD STRUCTURE — 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD, SILL OR JAMBS SG ; 0.55 MN. CONCRETE AT HEAD, SILL OR JABS fc - 3000 P51 M01 c ro C-90 Hg10./FTLLm BLOCK AT JAIL fm - 200D PSI MN. m :s un 27,201 OF . drawing no. .—lei/�irA/ne 16a-i. �.�So: •.. �s0..` 18-48D r M I—OADE COUNTY SEE ELLV. .w APPROVED YUWON FOR SPACING SEE SEPARATE NOA •• • • • • • • • •• • • • •• ••• • _._._._._._._. ------- SCREEN CPT. • • • wmDw•warN . . tRrmow F7DT11 _ • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• U 1 z N R Vr, g gw O N N� $ OLM� GGooj N Z01 000 y WC`oox 1127.201_ Y 8 oOA- - P .11 Cun BLRE OP dra�wing no. •L'uA,....�� ntn �'.;r:tc°�C�®�.� 11 8-48D . . ••. . . • •.. .. .. . . . .. .. . . . . . . . . . . . . ..•.... .... . 0 . ..• 0 • . . .. 0 •. • . .. • • • • PETAL • • • TYPICAL ANCH • •�� • • . • • SEE ELEV.V*• ••. • • EDGE .• •• FOR SPACING U F^—MST. TYPCAL ANCHORS SEE ELEV. FOR SPACING DE COUNTY APPROVED k MULLION ANCHORS PATE NOA . EDGE TYPICAL ANCHORS SEE RtY. FOR SPACING 1/4 OstylesS � p 48 TYPICAL RS ALT. ANCHO FOR SP MG INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ' n 27,2018�j ® SIM OF '�(y�� drawing no. 3.. 0 FRAME HEAD 1.247 1.254 .078 1.445 .963 2�5 SPRING LOADED LATCH 107� - 1.000 062 O2 FRAME SILL 2.3447 ® SILL SUPPORT 730 062 }� � 1.411 •� 246 .2. F.0.62 t 521 12 SCREW COVER .078 1.531 35 (� SILL TRACK O FIXED MTG. RAIL 635 - 8 r�r�r��y�yAy .719 �803 .7 9803 26 826 9 ® MOV. FRAME JAMB 1.338 .715 �— 1.434 813 .082 i.a11 O VENT TOP/BOTTOM RAIL 2063 2 303 1.411 .082 1.250 OO JAMB STILE 72.063 078 1.4I1.611 7� 1250 .r7i MEETING RAIL r.-1,W—"I • • FIXED F?IE Al rm PART p QUANTITY DWATU AnON MATUM MANP./6DPPUERR/REMARK 1 E251 1 FRAME HEAD 6063-T6 - 2 E252 1 FRAME SILL 6063-T6 - 3 E255 1 SILL TRACK INSERT 6063-T6 - 4 E253 AS REDD. MOV. FRAME JAMB 6063-1-6 - 5 E151 AS REOD. FIXED FRAME JAMB 6063-T6 - 6 E154 1/ VENT FIXED MTG. RAIL 6063-TO - 7 E155 1/ VENT VENT INTERLOCK 6063-T6 - 8 E254 1/ VENT JAMB STILE 6063-T6 - 9 E157 2/ VENT TOP AND BOTTOM PAIL 6063-TS - 10 E159 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-TS - 10A E158 AS READ. GLAZING BEAD (INSUL LAM. GLASS) LK163-TB - 11 E256 AS READ. FIX. RAIL REINF., FULL LENGTH 6063-Te - 11A E256 AS REOD. SHEAR BLOCK, 2' LONG 8063-TB - 12 E162 AS REOD. SCREW COVER PVC - 13 E204 AS REOD. ADD -ON SILL RISER 8063-T6 USE AS READ. 14 F257 4/ VENT ROLLER HOUSING & GUIDE CELCON 15 FY209 2/ VENT ROLLER BRASS 18 FY210 2/ VENT ROLLER PIN ST. STEEL. 17 J10 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 17A #10 X 1-1/4' 2/ CORNER FLUSH FRAME ADAPTER FASTENERS CRS FH SMS 18 #10 X 3' 2/ VENT FIX. PAL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL W STRIPPING ULTRAF'AB 20 0300T190 AS REOD. BULB SEAL 0-LON SCHLEGEL 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTHAFAB, OUROMETER 65±5 23 FLB-50 AS REOD. GLASS SPACER SIUCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 24A FB X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SEES 25 FYI 13 2/ VENT SPRING LOADED LATCH 6o63-T6 - 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 WA2L 2/ WDW. WEEP VALVE PREFERRED ENO. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 E161 - FLUSH FRAME ADAPTER 6063-TO OPTIONAL 29 - 2/ UTE SETTING BLOCK EPDM DUROMETER 80t5 SHORE A 30 - 1 SILL SUPPORT INSERT 8063-T6 31 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL .173 r SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH .532 JOINT SEALER. T 1.220 .062 • • • ••• •• 1 • • GLAZIN: BEADS ® 13 SILL RISER • • • • • YW5• • iT53082• •• • •• • 3 • •��••E t1 FIX. RAIL REINF. A :•FLUSH FRLE AOAfAILR SHEAR BLOCK • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Na 70682 '% a A, �Jun27,2018�V g g SLATE OF 18-48D . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... see 000 000 so WIN 1 70ssa m27,201ft g 17E OF � �� dra�ing�no. 11 8-48D M IAM aDiADE NIIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeamy/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use.of conkmahn materials. The documentation submitted has been reviewed and accepted by Miami-*Dgde County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the At *elity Having Jurisdiction (AHJ). ...:.. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cooat}i Product•C•oatrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County}1eserve*4V right to have this product or material tested for quality assurance purposes. If this prodeeteoPmaterial.f4WO perform in the accepted manner, the manufacturer will incur the expense of such teStirigand the PATV may immediately revoke, modify, or suspend the use of such product or material within tt".junsdiction..RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Froduo t Control Section that this product or material fails to meet the requirements of the applicable blildiji%code. • This product is approved as described herein, and has been designed to comply witf be'Floridf Building Code, including the High Velocity Hurricane Zone. 0000 DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control 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 Expiration Date: May 27, 2024 q Approval Date: January 24, 2019 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTrrED 1. EVIDENCE SUBNHTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. •; •.. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, • • • • • ; • ..•prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ...... • B. T-EATe • • • • ; .... . 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 .:Goes • • • • • • sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. :.... l • • 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) !��WAea& Manuel PXre4 P.E. Product Contro E finer NOA No. 1 1220.07 Expiration Date: May 27, 2024 Approval Date: January24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (CONrnvuED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX; aligminum horizontal sliding window, prepared by Hurricane Engineering & Tisgting, Inc.;Test. Report No. BETI-08-2228A, dated 01/15/09, signed and sealed bX t!&f&do 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 1!81.94 '.. • along with marked -up drawings and installation diagram of a X0r24fi4inum horizontal sliding window, prepared by Hurricane Engineering &O' Testuig, rnc,,,.Tf* Report No. BETI-08-2228B, dated 01/15/09, signed and sealed bx 06dido F. Font, P.E. (Submitted under NOA#09-0312.08) See* 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#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Per .E. Product Control ' er am NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 61h Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 ':"�• D.. Qlf,A 6 ASSURANCE • ...... It • ; • •Miami -Dade Department of Regulatory and Economic Resources (RER) • � � ""' : • •E.. • MAY RLAL CERTIFICATIONS ..... 1. • • • .Notice of Acceptance No. 16-1117.01 issued to Kurara America Inc. for their p Y • •' •' : : • • ' ..' ::Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring . .... vp 07/08/19. • • 2.9 Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their • "$entryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on ••"" •• �67/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014), with FBC 6U' 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. Manuel Per P. . Product Control E amin NOA No. IS - 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 A. DRAWINGS 1. None. B. TESTS 1. None. •. ••••• C. CALCULATIONS ""' • "' 1. None. •'�"' Goes .... D. QUALITY ASSURANCE ...... 1. Miami -Dade Department of Regulatory and Economic Resources•(i=j. • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray AnierWho Inc.*for fdeir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" Gated :)1jt8/� 8, 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 Exaj#ine3l NOA No. 18-1220.47 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-4 :00*4 3 1/2' MAY WINDOW WIDTH 4' HEAD/SdL A 9• ODRNENS 3 _ 4 II it D II II E n s n — e S 1 1 1 1� I/ FALSE MUNTINS ( 31 1/4- 32 3/4' OLL D.L.PG. DOPG. YAY BE 35 3/B8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/2' MAX HEAD/SV.L WINDOW WIDTH 10 5/8' MAX (CORNERS OORIl� I1� s ''Ilr_�lJl` I, �i II II �II II II II II II II II II II II e 3 ` 2 ANDHRDRS AT MTG. STILE ENDS TYP. l4l ANCHORS RECID FOR SIZES AND LOADS MARKED WRIT 'r ON SHEET 2 ONLY FAKE MUNHIRS 32 3/4' 32 3/4• �ECO-GUARD SERIES-200 ( � 1E �) D.L. 7. DL DPG. ALUMZMM HORIZONTAL ROLLING WINDOW 38 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER VENT WIDTHCHARTS SHOWN ON SHEETS 2. 1/8" HEAT SITtQPD. GLASS 1/8' HFAT STREND. GLASS 080' InteAaym .Ow ht f y- Tr*Wd PVB By 'Kluarq Arrarioa, Ina' S-tryGl- BY 'Kurervy America. Inc' 1/8' HEAT STREWD. GLASS 1/B' HEAT SIREN D GLASS L� F SLUCONE CE SCS 2000 6>M •UCDNE p EIN GE S'CS 20000 F 10 f0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H-R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIN'0-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO EMTRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE REN101F>k7T5 OF THE 2014 (5TH EDMON)/2017 (BTH EDITION) FLORIMA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ANE ZONE (ROU1 1/0' HEAT STET GLASS 1BY OR 28Y WOOD SUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED MB) INSTALLED ADEOUMMY TO TRANSFER APPLIED PRODUCT LOADS 5/18' AR SPACE TO THE BULDNG STRUCTURE- /8- HEAT STREWD. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPAM AS SHOWN ON DETAILS Jrw 4,Ler6yar AND INSTALLED PER "AZS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ERIAL MATSHALL BE BEYOND WALL MESSING OR SR1000. Troafd PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS ro WOOD ONLY - By 'K—.y NneA.. Ux.' ALL Son TO BE HIGH IMPACT. NON—METALLIC AND NON—CO�� c 1 -1/8' HEAT SCREN'D. (BASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCMIS, THAT AT 1/4 POINTS ON LIES AT 1/4 POINTS ON LIES �AT 1/4 POINTS WIDER THAN 38. ONLY WIDER THAN 38. %LY • • • • Sam GLASS TYPE 'A' GLASS:ft" • • • • GISSS TWA 'C' �lY OPTA5 _• • 0 • • • . • • • COME INTO CONTACT WITH OTHER DISSUKAR MATERIALS SHALL MEET THE U. XL REQUIREMENTS OF THE 2014/ED77 FURM BLDG. CODE & ADOPTED STANDARDS PACER THIS PRODUCT APPROVAL S GENERIC AND DOES NOT PROVIDE DrFORWTION EL FOR A SITE SPECIFIC PROJECT. L. LIE SAFETY OF THIS PRODUCT, ADEQUACY )NE OF SIRUIC RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR an WATER INFILTRATION STANCE ETC. CONDITIONS NOT SHOWN N THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL_ 1111111 RODUrr RENEVIE& .uh 1L•• PfmM! ��W .. �.. '1rRClr] c-. Jj••JP''•Y.G � 6t �?IYi°3 �� elm Rartia * 7'fi' w..,. W: a: • P., rn, C.:.^-, BmLFmg Cu]e SETTING BLOCKS AT av-- du � Z�(!01• Zal LAM. GLASS AND INSUL- GLASS �'-�L- '1 1q ' 'OF Z NOTCH GLAZING READ LEG ro CLEAR BLOCKS c. � �• A+®m 10MPM tt(l eol / /DA1�L drawing no. W09-12 .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . .. . • • • ••• • • DESIGN MAD CAMBY - PSF (XO, 01 OR XX SIM) • warm" DD03. wm NDGM A W O m m. vm BSQ07. MASS TM E70.(+) WT-(-) MASS TPPE '8• --(+) -(-) CLASS TYPE 'C' E%f.(+) Nq-) 28-1/Y 3Y 53-1/8' 74' 26' (3) 4 70.0 B0.0 BOA 90.0 70A SU 4 70.0 80.0 BOA SQO 70.0 B&O 8 70.0 80.0 BOA 90.0 70.0 SOLD B 70.0 80A 00.0 900 70.0 B&O 28-1/Y 37' 53-1/e' 74' 38-3/0' (4) 4 70.080.0 B0.0 90.0 70.0 80.91 4 70.0 80A 00.0 MD 70.0 80.0 6 70.0 8MO B&O SOLO 70.0 SMO B 70A 80.0 00.0 MO 70.0 80.0 26-1/Y 37' 53-1/8' 74' 50-51W (5) 4 70A 80A SOA 00.070.0 80.0 4 70.0 SOLO W.0 90.0 70.0 MO B 70.0 BOA SOLO 90.0 70.0 80A a 70.0 80.0 BOA 90.0 70.0 S0.0 26-1/2' 37' 53-1/8' 74' 63• (e) 4 70.0 80.0 S0.0 90A 70A 80A 4 689 77.5 50.0 80.0 70.0 BOA 8 70.0 70.0 80.0 90.0 70.0 SOLO B 70.0 70.0 BOA WA 70.0 80.0 1. 39' 48' W*8 72' �3) 4 70.0 BOA 80.0 90.0 70.0 BOA 4 no BOA SOLO SOLO no B0.0 6 70.0 BOA 80.0 00.0 7" BOA 70.0 ME W.0 90.0 7DA 80.0 8 70.0 80.0 BOA BO.0 70.0 SMO 24' 3B' 18' 60' 72' 3e () 4 70.0 SMO 80.0 MO 70A B0.0 4 MO B0.0 MO 90.0 7DA BO.0 a 70.0 80.0 80.0 80.070A W.0 B 70.0 80.0 SO.O =0 NLO 80.0 8 70.0 MO BOA 90.0 70.0 B0.0 24' 36' 4B' 80' 72' S) 4 70.0 BOA 80.0 90.0 70.0 BOA 4 70.0 80.0 8MO 90.0 70.0 BOA B 70.0 80.0 80.0 00.0 70.9 SOLO 6 70.0 W.0 80.0 90.0 70.0 BOA B 70.0 80.0 MO 90.0 70.0 SOLO 24' 3B' 48' Be n' 4 70.0 80.0 80.0 80.0 70.0 BOA 4 70.0 80.0 80.0 S0.0 70.0 S0.0 8 70.0 70.0 80.0 90.0 70.0 BOA 5 70.0 7(1.0 1 SMO 90.0 70.0 80.0 8 70.0 70A I S0.0 87.61 70.0 I BOA A - NO. OF ANCHORS PER HEAD & STLL () = NO. OF ANCHORS PER JAMB + MAX LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 4 LEFT AND RIGHT VENTS TO BE OF EQUAL CLASS DLO WIDTHS 'XO OR OX' •A• • •DBSIGNOWAD CAMCITY -OMF (SOX SIZI•aS) • • WINDOW DDIB. W071H HBC�If A 1ID$ Fxw. MASS TTPE 'A' E7R.(+) OR.(-) MAO W EXf.(+) 0'R.(-) TM 'C 1 FM.(+) WL(-) •74' 1�-if}' 266•P12 • (3� 0 80.0 90A 70.0 80.0 70A WM 80.0 SU70A 80.0 70.0 80.0 90A 7"80.0 •74• 1 �(}..y'g,700 5V 80A 90A 700 WO 14.0 .0.080.0 90A 70.0 WA 70.0 BOA 80A 90A 70.0 BOA74' 100-1/4' 711' 5P-5/8'70.0 (5) 50.0 BOA 90.0 70.0 80.0 12 70.0 BOA 8010 90A 70A WA 12 70.0 B0.0 BOA 90A 70.0 80.0 74' 108-1/4' 111' e) 9 70.0 70.0 BOA 90.0 70.0 90.0 12 70.0 70.0 80A 8Z$ 70.0 80.0 12 70.0 70.0 80A S0.4 70.0 80.0 72' W 98' IOW 24' (3) 9 70.0 SOLO SOA 90A 70.0 80.0 9 70.0 B0.0 80.0 11" 70.0 90.0 12 70.0 80.0 80.0 904 70.0 80.0 12 70.0 MO 80.0 90.0 70.0 $0.0 72' 84' Be 108' 36' (4) 70.0 80.0 BOA 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 r12 MO MO 80.0 90.0 70.0 80.0 70.0 BM0 80.0 90.0 70.0 80.0 7Y B4' 108' 48' 9 70.0 BOLO 80.0 90A 70.0 80.0 9 70.0 80.0 BOA 90A 70.0 80.0 12 70.0 80A BOA 90D 70.0 80.0 12 70,0 80.0 80.0 90A 70.0 80.0 IF (e) 70.0 80.0 90A 70.0 50.0 70.0 BOA 90LD 70.0 80.0 12 70.0 7" eD.o 90.0 70.0 80.0 12 70A 70A BOA 879 70.0 BDA A - NO. OF ANCHORS PER HEAD & SILL () No. OF ANCHORS PER JAMB + VAX. LOAD FOR THESE 97 IS -90.0 PSF WITH (4) ANCHORS AT MM STILE ENDS (1/3W) (1/3W) (IA% i DESIGN EGAD CAPACTIT - PSF (XOX SIZES) WDIDOA DD0. WIDTH N10 m A W/o mm. 10'PS NEW. am TWE IxTx+) W.(-) Gum ME 1. OCI.(+) INT.(-) GLLSS TYR T. 00.(+) 04I.(-) 74' 108-1/4° 111° � 9 700 60.0 B0.0 SOA 70.0 B0.0 12 70A 80.0 80.0 90.0 70.0 ✓ 0.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 108-1/4' 111' 38-3/8• (4) 9 no BOA BOA 90.0 7070.0BOLO 12 - - BOA 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 BOA 74' 90-5/8' (b) a 70.0 80.0 80.0 1 90.0 70.0 W.0 74' 83' (B) 9 70A 70.0 80.0 90.0 70M 80.0 72' 84' Be low12 24' (3) 9 70A 8MO 80.0 90.0 70.0 80.0 9 70.0 8MO 80.0 90.0 704 80.0 12 700 MO 80.0 MO 70-0 80.0 70A W.0 BOA 90.0 70.0 80.0 n' W36' Be 10B' (4) 9 70.080.0 80.0 90.0 70.0 50.0 9 70.0 80.O 90.0 90.0 70.0 80.0 12 MC 60.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 n' 84' Be 46' (5) 1 9 70.0 BOA 80.0 W.0 70.0 BOA 9 700 70.0 80A 90A 70.0 80.0 12 704 70.0 80.0 90.0 70.0 80.0 72' (e) 9 71LO 70.0 80.0 BOLO 70.0 SOLO A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/4W) (1/21O OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) In �m v OD Z 3'2 3Z � 0 W m EN OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ,,y�eihla+;.!t9tL F7�Ib AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ° 'XOX'11Nuuu77 bw Uw.+,: Fr deetC � ..... �', �au,p.vnBi^In. a i� ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL > �N9 OF dmwI g 00. FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF S' �'� .crsor.:'�� W09-12 SEE SHEET 3 FOR DETAIL I>AIM ne... G:,..� MWMI—DAOE COUNTY APPROVED MULLION & MLILUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: Wl — 3/8' X 2-1/4' WEEPHOLES AT EACH END AND 37' O.C. MAX. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 5 c xi� LID�.� g �� TFrAL ANCHORS ELEV. SPACING LL WOOD BUCKS AND METAL STRUCTURE NOT BY ECD WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �+ AND TRANSFER THEM TO THE BUILDING STRUCTURE J TYPICAL ANCHORS: SEE ELEV. FOR SPACING J 1 /4• DL4 ULTRACON BY 'Et CO' (F—M KS, "155 I61) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) �T 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) � co INTO CONCRETE OR BLOCKS Z 3 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 Z 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) O N l�14 SAPS OR SELF DRHI I IING C_CR_FWS (GUM 2 CRS) W W aao8 INTO MIAMI—DADE COUNTY APPROVED MULUONS 0 OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—T5 MIN) STEEL-- 1/8' THK. MIN. (Fy — 36 KSI MIN.) (STEEL IN CONTACT WITH AUJWNUM TO BE PLATED OR PAINTED) ° B TYPICAL EDGE DISTANCE ¢ @$ INTO CONCRETE AND MASONRY a 2-1/2' MIN. i § INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MPH. �_ • CONCRETE AT HEAD, SILL OR JAMBS Pa - MM PSI AIN. o o >I 6 e C—BO HOLLOW/FILLED BLOCK AT JAMBS I m ® 2000 PSI MIN. 2. • P&I UCT RENEIWICay TymE mELEVR. ou �/�. PRODUCT RSVlSPD � y M3 LJ R T.13 �Mg/ e gt R�,r :n_.Y•:-r.j�r3C., h.Yj� drawing U°. • • ••FOR sPACRNG B �'�s ..d•D!. '� W09-120 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 1/l r- O . . • ••. . . ••• .. .. .•. .. .. . . . . . . . . • . . • .•• • • • • . • • • • • . • 1�4. 1X • / • • . • . SHMS ••M INN•• • • �•• •• 1BY ��J 7 � . 1 9 • MICA. ANCHORS • • • • FOR SPACING V Gi 8 1 4 SIEtl,. G 11 12 e STRUCTURE AS RWO. S,R„CT11RE SEE SHEEP 2 FOR CAPACITY WINDOW WIDTH XO LAYO 5 ANCHORS V. UPMI—WOE COUNTY TYPICAL ANCHORS 7C FN0�l1T •• •" ' .• APPROVED YUILION SEE SEPARATE INOA SEE ELEV. FOR SPACING g.ur.Ei-Pu zoun lN: Flm6a -12 0,09 mom g 2U24 s s P PRQDUCfREVLSED N OPT. 9-"bda F(m4 drmlno. "g �� OF %• : ° •� gr w ,. NDOY 1YIINTH WINDON WIDTH�i>� sa�� wog—; sheet 4 of 7 A11�IA1 \� O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACINO APPROVED ANCHORS EDGE TYPICAL ANCHORS SEE ELFV. FOR SPACING 1/a• MAX SHOES &T. O TYPCAL ANCHORS SEE ELEV. FOR SPACING�'e, :. a \\ • • • • • • 1•f �TTO \bETAIIS WUTH FLUSH FRAME ADAPTER • • • • • •• • • • •• ••• •• ••• ••• • • ••• •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 'R+2ig1C'f /IElq�rj 24- On e POWCI RfiVLSED = �wr�s�md�oETorim — _ b drer+ing Ilo. Aecepumce No o<I"� 110L2'� F�ksEkm Dam—, �) OF � � sr 5.4ang zhao •• «��•� � i S ��. wos-12 h[imsi Die home CmVrpt '� rl A�• \ \\� 11 sheet 5 Of 7 11111 Q FRAME HEAD . . ••• • . . ••• . . . . . . . . . . . ....... ...• 1.687 . . . . . .. • • • • • • •• .715 • • • ,• ••• •• 1.434 91J .062 l�dd6111 1.140-J •F:. • • • • • • � • ••• • • • • (NJ • VENT TOP/BOTTOM RAIL 4STELL FENFORC2MG _ _ _ • 2Dm 319-" 1.T30 I I Lisa .719 .043 663 .048 JTD3 2246 1.140 1A47 1.Oq .081 219 10 GRAZING BEADS 1-144 © JAMB STILE F-2.083 1250 L301 1 f.t,a ,.346 .500 .D� _T 1.bN 7O MEETING RAIL (2� FRAME SILL 218s�1.314 ?.f0' ,.4LZ 340 .312 1202 .082 1.573 O3 SILL TRACK (61 FIXm WM. RAIL. MOV. FRAME JAMB 730 .OB2 zalz 2.750 s.ae .oe2 s00 Lail © FIXED FRAME JAMB ® FLUSH FRAME ADAPTER I= PART / QUANTPIY Manx" MAW./90PPL,B9/11m8103 1 FY201 1 FAME HEAD 6083-TB - 2 FY202 1 FRAME SILL 800-To - 3 FY203 1 SILL TRACK MSERI 60B 19 - 4 FY= AS REQO. MOV. FRAME AAMB SD03-TO - 6 F1101 AS READ. FORD FRAME JAIDT Sass -TB - 6 FY104 ,/ VENT FIXED MM RAIL 6063-T6 - 7 M03 1/ VENT VENT OUF ocX 6063-76 - 6 FY206 1/ VENT 44M STILE Sass -To - 9 FY107 2/ VENT TOP AND s0E0M RAIL 6063-TB 10 FYlCB AS RED. GLAZN8 BM (LAM. GLASS) 6063-Ts - IQ% F1110 AS REDO. 01AZNG BEAD (DISUL LAM. CUM) 6063-Ts 11 - AS REOD. REDUVR ING BAR STEEL. - 12 - AS REDD. RENFUtC90 BAR STEEL - 13 FY204 AS MUM. ADD -OW SILL RISER 5083-TS USE AS REOD, 14 FY20B 4/ VENT ROLLER HOUSWO k WW CELCON ,6 FY209 2/ VEM ROLLER BRASS ,6 MID 2/ VENT ROLLER PW sr. STEEL 17 #9 X 1• AS READ. FRWF.^W ASSEMBLY SCREIS CRS P.H. SMS 16 /B X 3• 2/ VENT FIX. RAIL SOl SUWNS (SILL END) CPS P.H. SUS 79 W23151 AS READ. FIN SEAL WS'TRIPPWO - ULTRAFAB 20 Q300TI90 AS REM BULB SEAL Q-LON SCWJ=GLL 21 E2D7 AS RUA BULB SEAL SANTOPFENE ULTRAFAB, DIACOYERER 6635 22 E203 AS READ. GLAZOB, BEAD BULB SANTOPR NE LILTRAFAR. DURGLIflER 6735 23 FLB-SD AS READ. GLASS SPACER SOICONE FRANK LONE 24 5120.1P 2/ VENT SHEEP LATCH - SULLNNi 6 ASSOC. 23 ¢3 X IN 2/ LATCH LATCH DST. SCREW sr. STEM.. 0H SMS za NULL 2/ ROW. WEEP VALVE - PREFERRED ENO. PRCaUC1S 27 - 1/ VENT 3/1W BOX SCREEN - OPIDNAL 26 FY120 - FLUSH FRAME ADAPTER 6083-TS OPTIONAL 2A - 2/ UfE SETTM BLOCK EPDM DUROMETER BOi3 SHO E A ROOtICT RENEN[d' n 6mpl)7 a vhb Hx FkAft 24- Al 41{1II AA AA !11gI ' PRODUCT REVISED am m�PIEA>s with me � - teHm+i DaAe tYOds,NRT7 A L L /I11 1 1 Z 33363336 gill 6YDWa1Q no. W09-12 OU- Z q W C �R I o� 0 U FRAME TOP CORNER VENT TOP/BOTTOM CORNERS t m g Z 8oe J WWI f�O s � 1 slip o r�nl.,iyavg,.na m. vIKN p m- d i d q�•l`.S Coalz S L: a ac:rpe�sa raa 18-1220. p o 0 0 e�P a: no Das ¢ • • • • •c BY \\\\11IIIllll 1,•• .1, Oar. P�oday C J ate• •••.. go •.• . . . • •• • . • • • • • FRAMD •OTFOMa.ORNER PRODItCt REVISED _ •' {t = B @ � .3 � � � las Flsr(da to nceeptmce No-l1e1.3g OF , dro" no. • • • • • • •• Br� FIXED a(fG. RAIL CORNE&► • • • • •• • • • • �� I11 al • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• MIAMhDiADE MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ecoaomv ECO Windows Systems, LLC 9114 N. W.106"' Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resewe the right Vha;&this product or material tested for quality assurance purposes. If this product or material fails to f0folm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; f btlliy, or .... suspend the use of such product or material within their jurisdiction. RER reserves•theoiaight to revgke this o acceptance, if it is determined by Miami -Dade County Product Control Section that this goduct or matesiaLfails to •' •; meet the requirements of the applicable building code. goo* • • • . ..... This product is approved as described herein, and has been designed to comply with the FldttVB1ilding Goal% ..:..' including the High Velocity Hurricane Zone. ' • • • Gooses DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Fntranc$DbUi• s (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/12/12 and 14g ; • • • • revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prod$cti' 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 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 distributors 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 I. Chanda, P.E. NOA No. 18-1220.11 MIAMH=E cOUNT1f Expiration Date: March 20, 2024 or Approval Date: January 17, 2019 I I (� Page 1 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 203-94 ...... . ...... �; • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • • % . •. •along witbmarked-up drawings and installation diagram of an aluminum Outswing French door, • • ... g3repared byfturricane Engineering & Testing, Inc., Test Report No. •..:.. •HETI-12LI357, BETI-12-3358, HETI-12-4003, HETI-124003 and HETI-124027dated 03/16- • * 26/12, aft sijied and sealed by Rafael E. Droz-Seda, P. E. • Note: 'lea above referenced test reports have been revised by an addendum letter dated June 29, 2012, • • • • • • .:.. issued by Hui icane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. • • • • ; C. .. C®LCVLV;f ONS %4*' Anchor verification calculations and structural analysis, complying with FBC-2014(5u' Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (511' 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. Isha4 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 Svstems. 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 (6 h Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed tXAg dad Ahmad, P.E.(submitted under file #17-1102.18) • • • • • • D. QUALITY ASSURANCE • • • • .. • 1. Miami Dade Department of Regulatory and Economic Resources (RER).0000 • • • • • . E. MATERIAL CERTIFICATIONS 0000 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (Fomp;.E.I. DuroFt DE . Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlayen*,*wtpiringpab?f 08/19.... • 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Comps (MA) for their • • "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. •...:. ...... . ...... F. STATEMENTS .. .. 1. Statement letter of conformance to FBC 5"' Edition (2014) and FBC 6n' Edition (2017).&gfno financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Javad Ahmad, 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 61 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 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (x) AND DOUBLE (xx) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SLDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BULLRING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED ED PER MANUiS INSTRUCTIONS. SPECIFIED EMBEDMENT BA% • • • • • • • • • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WO&D WLY• • • • • • • ALL SHIMS TO BE HIGH IMPACT, NON-MErAWC AND NON-COMPRESSALE. • • • • • 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 & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION �1/8- HEAT STREN'D. GLASS .090- Intertayer TroWol PVB By 'Karoroy Americo. Inc.' 1 /B- HEAT STREN'0. GLASS m SILICONE z DOWSIL 899 26 m 14 8 I o I� � GLASS TYPE 'Gl' 3/16- HEAT STREN'D. GLASS .090' Interlayer ��u Trosifol PVS By 'Kuroray America. Inc: z q h -3/18- HEAT STREN'D. GLASS F SLICONE 2 e DOWSIL B99 28 v � Egg \ / SETTING BLOCKS AT LAIL GLASS / REOD. FOR WIDTHS EXCEEDING 36. ONLY. — NOTCH GLAZING BEAD LEG TO z CLEAR BLOCKS f GIASS TYPE 'G2' � 1/8- TEMP. GLASS 5/16- AIR SPACE 1/8- HEAT STREN'D. GLASS 9.e®ptr wn412norso 090- Interinyer Na I _IZ20•i Santa Cl—And Cobr Gloee f�lw0v 8t�7e�A 20�2 By 'Eastman Cfnamical Co:.�� K, 1/B- HEAT STREN'D. GLASS SILICONE Z DOWSIL BN9 y 2a CARDINAL XL �] EDGE SPACER 15 a STEEL �- I 3s SILICONE 1 \ / / SETTING BLOCKS AT INSLIL. LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS F WATERA SITE RE RECEION IVING Le. SAFETY AL THIS PRO DU ., ADEW • • • • • • • • • • • OF STRICTURE RECEMNG THIS PRODUCT AND SEALING ARWND•QAYIN R O CONDITINS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED :1PARATE:r, • • • THESE FRS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. AND TO BE REVIEWED BY BUILDING OFFICIAL. - .: • • • • UTRSE VOT REWIRED. 1 • • • • • • • • • • •• •• • • • •• •• ••• "maucf BEymm oesplyLgtvLN Wo Flae18 N• I� 03/9•/3 Lyb•o1.O•ta Tii-I k li: 1.14�.,�, '�''•;jG=N8F •'• 70582 U � t/1 i~/1 w ro Don Q Co � z3-j � � 3z� 00 Iw Wcom droving no. W12-08 39 3/4' MAX. 12' ANX. 51LL 1 'I II II / II n(E �u / n n 0 nx n 0 y m J ___ II _ \ II I� \ I I I II \ B II \ I \ ACT VE I I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . . .......... • • • • • • • • 76' MAK • • • • • RAYS • FWIDTI HEAD k SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. • • • • • • • A LOCK OPTIONS 1 OR #2 OPTION 2 SHOWN) SEE 7 FOR DESCRIPTION 7.1 FOR DESCRIPTION SURFACE APPLIED TB 1S/18' g J FALSE MUMINS OR pC OECORA7NE GRILL MAY BE USED D.L OPC. u 37' MAX. LEAF DTH (X) DOORS IAAD CAPACITY - PSP SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAM WIDTH I LEAF' WIDTH ElGKr HDCM T.( EX+) PR.(-) 39-3/4' 37' 1 98' 70.0 1 75.0 LLr_ \ 101CKOROPPTIONS - (OPTION 2 S SHEET 7. FOR FOR DESCPoPTK))1 SURFACE APPLIED FALSE YUNTINS OR DECORATNE GRLLL MAY BE USED -CTIVE ALIIVE 28 15/18' 28 15/18' DL OPG. D.L OPG. 37' MAX. LEAF WIDTH (XX) DOORS MAD CAPACITY - PSP DOUBLE (XX) DOOR DAIS. LAMINATED CLASS FRAME WmTH LFAF WmTH FRAME HEIGHT EM.(+) OJT.(-) 78' 37' 98 70.0 1 75.0 GLASS D.L0. DIMS. D.L.O. HEIGHT - FRAME HEIGHT - 11.125- D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813- D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125-)/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL lie 37 3/16- MAX. 12' FALSE MUHTINS OR J 1 _ _- 32 3/4' �I DECORATIVE GRILLO.L MAY BE USED on �ROpGCTI Rpm 8 ka-2 4.184 •(( (0) E•m..++® o.a STAND ALONE SINGLE SIDELf(E SEE SHEET 3 FOR CAPACITY M6vd ndel � NmDtLCf I e�pf>4 -fa de Fbdb �LAur�7g� H �4� `• h."� 1111nuuTFT C•.•d ��V7 � Jai _ yg NOTE: GLASS CAPACITIES ON THIS SHEET ARE 0 fie• Fdrawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) %� •• AND FLORIDA BUILDING COMMISSION �i •• �3G�� W12-08 DECLARATORY STATEMENT DCA05-DEC-219 ��q�®...... �� DESIGN LOAD CAPACITY - PSF STAND ALONE SOXXE SfDELRE9 SIGELRE FRAME WIDTH NCHES SIDELITE FRAME RIGHT NCHES WITHOUT REINFORCING 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 70.0 75.0 75.0 81.7 68.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 64.1 69.8 64.1 63.3 63.3 24 30 36 37 Be 63.3 6T.3 57.8 57.8 53.1 52.4 53.1-- 52.4 DESIGN LOAD CAPACITY - PSF SmEERES WITH SME OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SMELR FRAMEE WIDTH INCHES SGEUTE FRAME HEMW WCHES WIT'RDIM REINFORCING WITH REINFORCING EXT.(+) TNT.(-) EXT.(4) OTT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 69.1 24 30 36 37 92 70. 775.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 1 75.0 24 30 36 37 98 63.3 63.3 70.0 1 75.0 57.8 57.8 70.0 1 75.0 53.1 53.1 70.0 1 75.0 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4' MAX. 76' MAX. (C NOTE: FOR DOORS CAPACMES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. � L SURFACE APPLIED / FALSE MUNTTNS OR J DECOKATNE GRILL MAY BE USED 3' HEAD h SILL ANCHORS AT STELE ENDS CLUSTER OF (4) AT 3' O.C. (4) ANCHORS AT HEAD/SELL 12' MAX Q. SILL - I I I, u n I� \ II I \ i K OPAO B1 OR/02 S ) \s i SHEET t DESCRI .1 0 I I I 1 ' 6NAcr1vE ACTIVE 32 7/4' D.L OPG. 28 15/16' D.L OPG. 28 15/16' L 1O , D.L OPG. 37' ►R.p11C1 RlTLW® LEAF WmTH ca.pyin .*b 4 rb" L SIDELITE FRAME W DTH 39 3/4' MAX. (SINGLE) I 4-w- No IL-1220• 11 fl*P'�'1bo I/eee MAX 76' MAX. (DOUBLE) SEE CHART AT LEFT DOOR FRAME WON 6y (OXXO) rl.ml oae, MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELTTE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDELRE) :FRAME WIDTH - 4.438' • • • • • • • • • • • • • • • • • • vAODiIC f Rtl11SFD °� -Am ch Elwin `A11111111/+ • • • • • • • • • • • • No 1 -oz a; ��•�P .... . . • . • • • NOTE: - 1 d �1 GLASS CAPACITIES ON THIS SHEET ARE AI • • • • . • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • AND FLORIDA BUILDING COMMISSION ' ®'•, �� OF P; •'�q° • : : . • DECLARATORY STATEMENT DCA05-DEC-219 •. • 00 • • • ''+r/nlnjll • • ••• • • • • ••• J o J Lo 0 00M 13 z� 0 0IO 0 l'2mw o1 I I dro•ing no. W12-08 • • • • • • • • • • ••• • • • • ••• • • • • • • • • P�LIPERLY SECl1RED OR WOOD BUCK BROW MIN.OLT TYPICAL AN ORS • • •ED4t �LSf. • • 1 WOOD BUCK OR I THROW BOLT EDGE DIST.YFOR SEE ELEV� •• 11� PENETRATION S' • �• • •, • FJ7G DIST. SEE NOTE 1 METAL 'Y • .0. • • • < •• • 1/ EDGE EDGE DIST. STRUCTURE Hw ° I I O� b G 25 so IIIWYYY Z 0. 00i .0 O2B 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS g Q I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING 7 IayG 2 11 _______ ______ °_ I 'l MIAMI-DADSCLIPPED MULLION COUNTY APPROVED �, , aZ PEE SEE SEPARATE j � � all" i C II II O GLAZING OPTIONS u gg1 SEE SHIFT 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING $ a' 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 rn m x O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O co , THEM TO THE BUILDING STRUCTURE. Z 3 4 W TYPICAL ANCHORS: SEE ELEV. FOR SPACING O o 0 1/4' DUL ULTRACON BY 'L•LCO' (F-177 KSI, FY-155 KSI) CR W com INTO 2BY WOOD BUCKS OR WOOD STRUCTURES0 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) „*xomrcr raoDucc r FW06 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) BddiagC.* b+T64=-ft DIRECTLY INTO CONCRETE OR BLOCKS „,i, '1210•�� um_�}sol 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1 LS1„` o P P N R_ 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ` '`T'•"`� TAT !UI J14 SMS OR SELF DRIWNO SCREWS (GRADE 2 CRS) $ INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR cmm'j'm © 2g 2 INTO METAL STRUCTURES (HEAD/JAMBS) c o ^ 6 o S - B i (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE DOOR DETAILS I 1 gx ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) cc<moo 2S i STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.) �1g1p11lITLTTTT (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p `��p..AH,.- _ TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. %mm y8 • a Y��'T•. INTO WOOD STRUCTURE = 1' MIN. ��•LINTO METAL STRUCTURE - 3/4' MIN. `u�� S —EDGE DIST.ANCHORS /� SEE ELEVATIONS OF � 6y�� drawing no. 1/2' MDT. FOR SPACING WOOD AT HEAD OR JAM85 SG 0.65 MM. THROW BOLT CONCRETE AT HEAD, SILL OR JAMBS t'c s 3000 PSI MAT. �iT �I`1� `Z—�$ PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS I m - 2000 PSI MW. TTTALTTI nN1�` sheet 4 of 9 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING CONCEALED RUSH BOLTS O 1/4' MAX. LEVERS AT SERE FACE SHIM ACTIVE LEAF / 19 [ \Jv EXTERIOR J/ 9 D.L.O. METAL STRUCTURE 37' MAX. SEE SPEC SHEET 4 - - LEAF WIDTH 39 3/4MAX. SINGLE DOOR FRAME WIDTH 1/4' MAX. O SHIM CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTRE Z TYPICAL ANCHORS nFv'• //`� I SEE FOR SPACING �� 78 INACTIVE LEAF LOCK OPTION Y2 76' MAX. 2 POINT LOCK ASSEMBLY INACITVE LEAF •• • • • • • •• •• • • • • •26 ••• : ••• •—fir • H,�_• • • • • • • • • • • • •• •• • s • •• •• • • • ••• • • • ••• Uo` 1BY . WOOD BUCK a g 3 0 q F k ry C • so TYPICAL ANCHORS SEE 0". ..I FOR SPACING ^ 6&p4 jz� LOCK OPTIONS Q S f F \.,1 OR #2 L (OPTION 2 SHOWN) SEE SHEET 7.1 — FOR DESCRIPTION g� SHpA g J UI ^ CONCEALED RASH BOLTS 29Y WOOD K R LEVERS AT STILE FACE OR OR STR E6 ACTIVE LEAF EE NOTE HEE7 1 of N�0 3t H] O QM R a- 0 TYPICAL ANCHORS SEE ELEV. D.LO. FOR SPACING G EXTERIOR UCl' g�p2� LEAF WIDTH m c =w"9e/bmbad g mNo 13t 1226.11Ga 4 POINT LOCK ASSEMBLY •RDOUCf BEV�E• _ ___,-""""�� _ d oilY IYs FleeliA a min a H S n Imft ACTIVE LEAF bw8v8C'ado m a a s- a Abrbldm Ns G 31 l 3 m o a n o 4 OF Qy drawing no. DOOR DETAIIS '�!S�BOi11l6 ��`� W12-08 rrr......IN sheet 5 of 9 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• •. TYPICAL ANCHORS • • • - • • • • •�� • • SEE ELEVATIONS • • • • • • 1/4' MV(. • -� • • ••• ••• • • ••. • TYPICAL ANCHORS .. SEE ML% - FOR SPACING 1 .. W • • • • • • • • • 22 to • • • • • • • • 4 ITA •• • • • • • • FOR SPACING 1/4- MALL r 1sy WOW BUCK TYPICAL ANCHORS SEE M" FOR SPACING 14 II EXTERIOR L METAL STRUCTURE SEE SPEC SHEET 4 42: AT 86HT. L 37AT 98: HT. _ --MAX SINGLE SIDELRE WIDTH 1/4' MAX. REINFORCING 012 SMS 18 AS RECD. H AT S' FROM ENDS SEE SHEET 3 SHIM AND 11O.C. MAX S g 3 • 16 r—J I 1a 26 1 24 I TYPICAL AE ELEV.HORS SEELEV. M7, FOR SPACING 14L 25 D.L.O. 19 9 EXTERIOR b = 39 3/4- 911a rF MnTH 76' (C •RDDUCFRE178M P i J, •1 0 •omnplTltgaW l•s FTe•(4 : �:' 1S�ENSF •'•, No if^1210•ll bmdi gCoee S �P7�7>d DleleC} gpp.p' d.L .Ar.1D.r Pdv c.••a = •�., [!W!1!2 of —08IIS SIDEMTE DETA�.,O® �� LTTOI / PART / RDQD. DESCRIFnON YATERI&L MANF./SUPPLIER/REM&RES 1 E601 DOOR FRAME HEAD/SILL 6083-T6 2 E802 FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELTTE 9' BOTTOM FRAME 6063-TB - 5 E605 SDELTTE FRAME JAMB 6063-TB - 6 E608 - &DEuTE SUP ON JAMB 6063-48 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-TB - _ 7A E625 - LEAF 9' BOTTOM RAIL 6083-T6 - B E608 LEAF W STRIP ADAPTER 6063-TB - 9 E809 - LEAF HINGE STOE 600-T6 - 10 E610 - LEAF LOCK STILE 6063-TS - 11 E611 - LEAF ASTRAGAL STLLE 6063-T6 - 12 E612 - LFAF ALIGNMENT BRACIQT 6063-TB - 13 E613 LEAF CLAMP 6063-T6 4-1/4' LONG 13A E613 - HWGE BACK-UP PLATE 6083-T6 12' LONG 14 E614 GLAZING BEAD (5/16' LAY. GLASS) 6083-T6 w E109 GLAZING BEAD (7/16' LAM- GLASS) 6063-T6 IS FOS GLAZING BEAD (NSUL MASS) 6063-TB 16 E616 - SNAP COVER 5083-TS - 17 E613 - BOLT SUPPORT 6063-TS NOT SHOWN 18 - AS REOD. SOEUTE MUWON REINFORCING BOBJ-T6 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM sIOJJVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULWAN & ASSOC. 22 012 SMS AS REOD. FRAME ASSEMBLY SCREWS - _ - 23 #12 % 3/4' - HINGE INSTALLATION FASTENERS - _ FH SMS 24 - - 3/8' D1A. THRFAM ROD STEEL - 25 W11323 - POE WSDOPPINC WOOL ULTRAFAB 26 E20618-KN-3020 - BULB WSTRIPPING SANTOPRENE EPDM _ 27 E206 - GLAZING BEAD BULB 5ANTOPRENE ULTRAFAB 28 - GLASS SPACER SILICONE FRAM( LOWE RUBBER 00. 29 E622 FLUSH BOLT CUP NYLON _ 30 DLOIRC BLACK BOLT SUPPORT BLOCK PO _HYLENE INTERLOCK 31 DL01W8 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10 x 3/4' 2/ ADAPTER FH SELF DROUNG SCREWS - _ - 34 - 2/ UTE SETTING BLOCK, 1/4' 11/2' 14' LONG EPDM AT 6' FROM EACH END. DUROYEIER 8035 351 2/ UTE jSErnNG BLOCK. 1/4' % 3/4' % 4' LONG EPDM AT 6' FROM EACH END. DUROYETER BOtS •• • • • • • ••• ••• • ••• • • • • •• •• • • • •• ••• •• ••• ••• • • ••• ••- • • • • • •• •• •• • • • • • • • •• • • • • • •• • • • • ••• • • • • ••• • • • • • • ••••• • pie SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. m poh b86=' �g< `11L1111111111rYrr' O nmmxT R61V6@J! •ROWC F CEvow �� J ....... me wnftrd" m4w•pgl.pwRYUti�•Yo �P,: ' ono (9^l27d•1f No 03 !3 S Dft M/im1 B46 C�•i O OF �� drawing no.081 LOCKS: OPTION i1; ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING FORM ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2- DIA THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOY ENGAGNG FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 1/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2- DA 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 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •OPTM&' • .. • • . • • • • • .. ACTIVE I..AF: • ... .. CONVENTIONAL DOOR LOCKSEf WITH HANDLE DELTA 690 BY 'KWIXSET LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON •0 • INVOR JHROWWTGLT L:A•TE•D AT : 3/4. FROM BOTTOM •FLlDAlL �LT9)BY 'SUWVAN & ASSOC.' • • : �j�L�.=11AGING.PAYE AT HEAD AND SILL Y LEVERS MMWrEMN STILE FACE . • . LW'A 10-5.j j TOP AND COTTON LOCK FA$Tt7NED•TU I�IA (�;!% X 1/2" FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2• FH MS II II 11 II �� II A� iRYl1UC7 Bodws comTNy61X ��M� HINGES 3-1/2' X 7-5/8- X .122- THK. EXTRUDED ALUM HINGE PART /FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4- FROM TOP CENTER HINGE AT WDSPAN (38- O.C. MAX) HING ES FASTENED WITH #10 X 1' FM SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB "WWCfREVWW ��•Wl1V .kY d. 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