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WS-18-2206
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number ■ ft0tk08818h10n: Window/Door Rep'acerlt Permit Status: APPROVED Permit NO. WS-8-18-2206 Permit Type: Windows/Shutters Issue Date; 9/5/2018 Expiration: 03/04/2019 Applicant 1700 NE 105 Street Number: 209 Miami Shores, FL 1122300500280 Block: Lot: SAGHAR NAHIB Owner Information Address Phone Cell SAGHAR NAHIB 1700 NE 105 Street MIAMI SHORES FL 33138-2140 (305)582-1346 Contractor(s) ALCO WINDOWS & DOORS Phone (786)554-0485 Cell Phone Valuation: Total Sq Feet: $ 9,423.00 1154 Type of Work: RETRO FIT 10 IMPACT WINDOWS No of Openings: 10 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $3.00 $2.00 $2.00 $200.00 $9.00 $8.00 $230.00 Pay Date Pay Type Invoice # WS-8-18-68599 09/05/2018 Check #: 1205 08/20/2018 Credit Card Amt Paid Amt Due $ 180.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window DoorAttachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoFuthermore, I authorize the above -named contractor to do the work stated. Authorized nature: Owner / Paulo rU►,�re Applicant / Contractor / Agent September 05, 2018 Date Building ,fepartment Copy September 05, 2018 1 Address: JOB ADDRESS: I —I OO N� I b S S'f iee-k City: Miami Shores BUILDING PERMIT APPLICATION 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Miami Shores Village /Pc,1 Building Department o Fo FBC201-� Master Permit No.* S 1'- Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS FT 2 County: Miami Dade. Folio/Parcel#: I 2-1700 "'O5O °280 Occupancy Type:QeSla0 zip: 3313E) Is the Building Historically Designated: Yes NO Construction Type: i/XSi)}IQ ood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): S 09 hat Les 1; Nc79h 19 Phone#: Address: 11O1Z) N IDS1"` 5=1X € I 7 1s\1'TT 7Ct S hole State: �L-- City: [Y; arr Tenant/Lessee Name: L Email: )UVle1119' - -l"1 @ 9mi o; 1 Gl zip: r2,3+ 3F Phone#: (�)) -I of accA jr4; 505') 8 I Z6(-i CONTRACTOR: Company Name: PC \Ca \NI 11\010.J5 '* I�OQrS g65o Nw 1Zre k.A -t- ILoA City: DUG 1 State: Qualifier Name: Loy ,rck Phone#:C-1) 554-3(— 0—ISS' Zip: 37D, Z Phone#: J jl ZsLl (Z State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: n City: State: Zip: Value of Work for this Permit: $ )1l 2 U 7 Square/Linear Footage of Work: I) 5 ` J Type of Work: ❑ Additions �® Alteration ❑ New ❑ Repair/Replace Description of Work: 2C'--Fr- i /Y)poet- vv l 1 o vv►rld0v`}S Q5 D tr n Demolition Specify color of color thru tile: Submittal Fee $ t° Scanning Fee $ �'3�°.� Radon Fee $ ?i Q Permit Fee $ 2 • CA CCF $ CO/CC $ DBPR $ 3 - e-7 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 160' CO (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT �!/ --. Signature The foregoing instrument was acknowledged before me this day of , 20 by me or who has produced/ as identification and w . did take an oath. tY i � Sign: .L! I, / A Print: illPA . a •.a • . Seal: CONTRACTOR The foregoing instrument was acknowledged before me this I (/ day of�/ ,a.�--4 , 20 42,n �}Y Y- Y o L*-e me or who has /produced identification and who did take an o NOTARY Sign: Print: Seal: Sasha I Touzet My Commission GO 221739 viq," Expires 08/27/2022 by as ****************************$,*****s************************************************************************ cf APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk APARTMEN i WORK REQUEST APPLICATION Unit Owner's Name g I hereby request approval from the Board of Directors for by of ll owing modification or alteration to my unit that will performed contractor. Electrical work _ Carpet installation Tile installation _ Plumbing work **Windows _ Other work _ Description of the work r\() CGO' Before you decide to upgrade your apartment (other than paint or carpet) you must btain ermission from the Board of Directors and/or Miami Shores Village. o P A copy Hof the plans, specifications and permits, and a description of the licensed work to be performed must be submitted for 305-79512204}ton and approvalby the Miami Shores Village Building Department It is the owner's responsibility to ensure that te contractremoves all tbe placed in the dumpstersexcess construction material or building debris. It canno **Window frames must be gray in color to look like aluminum. Windows must be Win anels. Glass must be clear color. Two (2) panels over Two (2) p I, as the unit owner acknowledge responsibility for any damage to the building or ores dominium peInc. rsonal injuries that may occur during the project. hforhdamageno r theft to my its officers and employees are in no way responsible apartment or my belongings. (A $200.00 deposit is required and will be refunded if , . no damage to the property is reported.) I fully understand and agree to the statements made above. 1\ of Date ni wner's signatu Approved by: Date: Cll'� � b� 31OV" �1 C/rQ Seci s zn. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowle wner Signature ' Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall riot be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the,work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 ALC Windows and Doors -� Sales and Service - 888.877.ALCO Date: og /Q (pI2.o ! E? State of "Z) V'I CGL County of 'Aus 6afte Before me this day personally appeared who, being duly sworn, deposes and says: That he or she will be the only person worki g on the project located t: o�� -���� I' � IIc i .331W. Contractor Signature worn to (or affirmed) an subscribed before me this _� day of �'1S�YT11 '1A, R- Personally know V OR Produced Identification Type of Identification Produced Print, amp Nae of Notary Notary Public State of Florida Sasha 1 Touzet My Commission GG 221739 Expires 06/27/2022 y ALCO WINDOWS AND DOORS I 9550 N.W. 12 ST #16A DORAL FL, 33172 I INFOAALCOIMPACT.COM I WWW.ALCOIMPACT.COM 7/9/2018 Property Search Application - Miami -Dade County OFFIC T E nROPEi'TY ?.'PRAISER Summary Report Property Information Folio: 11-2230-050-0280 Property Address: 1700 NE 105 ST UNIT: 209 Miami Shores, FL 33138-2145 Owner SAGHAR L NAGHIB Mailing Address 1700 NE 105 ST #209 MIAMI, FL 33138-2140 PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 2/2/0 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 1,154 Sq.Ft Adjusted Area 1,154 Sq.Ft Lot Size 0 Sq.Ft Year Built 1965 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $132,631 $170,040 $130,800 Assessed Value $80,503 $78,848 $77,227 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $52,128 $91,192 $53,573 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values ( Board, City, Regional). .e. County, School Short Legal Description THE SHORES CONDOMINIUM APT 209 SECOND FLOOR UNDIV .0102% INT IN COMMON ELEMENTS CLERKS FILES 64R-124472 Generated On : 7/9/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $30,503 $28,848 $27,227 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $55,503 $53,848 $52,227 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $30,503 $28,848 $27,227 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $30,503 $28,848 $27,227 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2005 $200,000 23393-1791 Sales which are qualified 03/01/2004 $157,000 22182-2222 Sales which are qualified 10/01/2000 $76,000 19313-1342 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govrinfo/disclaimer.asp Version: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 FRAUTE, LOREN ALEXANDER ALCO WINDOWS AND DOORS LLC 2045 CORAL RIDGE DRIVE APT S-307 CORAL SPRINGS FL 33071-7834 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please to onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! - — •'..^ST ATE:OF 'FLORIDA '2- DEPARTMENT OF BUSINESS AND - --.1-PROFESSIO ALREGULATION CGC1526312, ISSUED:2.03/29/2018 CERTIFIED uENBKAL L CONTRACTOR ' ERAUTE-, - r.--;.-ALCO MNDOWSAND O15ORSCL*611 • - tpt, „ . . IS CERTIFIED,under.,the,provisions-of Ch.489 ' f t ,yAUG 31, 2018 L1803290000788 DETACH HERE RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY " STATE OF FLORIDA „ • DEEytRTMENT, OF BUSINESS'AND`PROFESSIONAL REGULATION CONStRUCTION1NDUSTRY LICENSING BOARD \\,.` LICENSE NUMBER " e'....e.PGC1526312 ""*" i.„7"" —The GENERAL'CONTRACTOR---,-.— 4"7"' Under thprovejons of Chapter 489-FS. C:Expiration date:-AUG311-2018- ::`—.7„,„„,,,„' • r 'eFRAUTE-LOREN ALEXANDER... / ALCO WINDOWS AND-DOCSRS;LEC----%‘"r, - - - .",-- , l 245,SW 85TH -AVEN U E I. - IVIIAM I F.L-Lr S.3‘1444.:‘ , - ,,,,,,,, -,/,,,<,,,0 ,..„,---;."..7.::".• — , '...e ..t. ...,-. -.--,` - I* ...tr'..,.. "71---- '2.1.1*,,Z., 1 ' r'N,,, • ' 't ...-I ISSUED 03/29/2018 DISPLAY AS REQUIRED BY LAW or.". SEQ # L1803290000788 min LocalBus. ness Tax Recel pt M tam i -Dade County, State of Florida -THiS1S NOT A SILL - 00 NOT PAY 7243853 BUSINESS NAM E/LOCA TION RECEIPT NO LLC ALCO WINDOWS AND DOORS NEW BUSINESS 9550 NW 12 ST 16A 7530243 MIAMI, FL. 33172 OWNER SEC. TYPE OF BUSINESS ALCO WINDOWS AND DOORS LLC 214 RETAIL SALES C/O LUIS ALVAREZ LBT ktSuEstPbeTchspinYa° at Ptlaya _ b"ine"° EXPIRES :p:BEAE_RA,3, 0, 2018 pursu.nto scot!, t: PA'Y M ENT RECEIVED, SY TA X COLLECTOR' 45.00 04/03/2018 Employee(s) 1 G22348-005470 llsa Local Susblese Tan Ficelpt only canonry' payrnent of the tome Business Tax. lho Recant is nin a license, permit, or a earti'cation of the holder's quali-catiOns. (0 do business Faller nUst'OotIVIY with any ClOvenlvvental-v croareaventrentel regulatory laws and ntOulutfnettis w Nob Wily to the busineso The FECBT7 NCI abaft rrust be spla;elf Once =manual velectes - Mani -De& Cade Sec Eta -276. RV true infonmon. lent illl"CONCakcat D0,110 1Local Business Tax Roceipt Miami -Dade County, State of Florida -This IS NOT A SRI - DO NOT PAY 7243853 BUSINESS NAIVIEMOCATION ALCO WINDOWS AND DOORS LLC 9550NW 17 5716A MIAMI FL 33172 OWNR t ALCO WINDOM'S AND DOORS LLC C/0 LUIS'ALVARE2 Worker(s) ' I, LBT RECEIPT NO. EXPIRES NEW 7530245 SE Must Edi.IVIosyBedE.,R0,3,.0.1, 2018 b Pursuant to County COd:SineSs Chapter SA - Art. 9 & 10 SEC. rasa OP ettiSteieRS l' ?. 196 GENERAL BUILDING CONTRACTOR' PAYMENT RECEIVED - ..11Y,TAX COLLECTOR I 'CGC1526312 ) , [ $45.00 0003/7018 CRE D1TCARD--1 8-040077 .. - This tooal atetieries Tax Ritheiptenty.confinne payment et the Louth BUItille33 Tax. The Romtipli$ OM a limits. penult. et fitettiriaitlannithe haltlOr s qualithrnienk In en business. Rothe, mum comply with any gavntntnental e or nongovernmental regulatory laws and requirements which apply to the business. -....... `,,- ovisit yammithuhiguthoulte5culluthth 1 . v.... The RECEIPT NO. above must be displayed on all commercial vehicles - Mimi -tide Code Sse 88476. Ftor M* frinstan, P ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 5/23/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CPC FINANCIAL SERVICES INC 3835 SW 8 St Coral Gables, FL 33134 CONTACT NAME:, (a/cC. No. Extl. (305)774-9618 FAX (A/C, No): (305)774-9620 ADDRESS: jmodiaAcpc-insurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Capitol Specialty Ins Corp 10328 INSURED Alco Windows & Doors LLC 9950 NW 12 St Suite 16A Dora!, FL FL 33172 INSURERS: Bershire Hathaway Guard Ins Co 20699 INSURER C : INSURER D : INSURER E : INSURERF: COVERAGES CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRINSD TYPE OF INSURANCE ADDL SUBR MD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y CS18002276-01 4/16/2018 4/16/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO D PREMISES (Ea lEoccurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY(Per accident)$ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N Y N / A Y ALWC993175 4/16/2018 4/16/2019 PER STATUTE OTH- ER E.L. EACH ACCIDENT $ 100;000 E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Loren Fraute as qualifier for Alco Windows & Doors LLC. license #CGC1526312 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD • • ... • • • 000 .. .. • • • .. .. • • • • • •• • • • • • • • • ... • • • • • •• • • • • • • • • ... • • • • 000 • • ••• • • • • . • • . • •• • • • • • •• • • • • • • • • • • • • • •• • •• • ••.• • •• •• • • • • • ... • ... • RECEIVED ;•••:,f_ AUG 20 2018 • SH 37"x51" SH 37"x51" noa #=17-1:144.Q ,rtaa' 17-1102.20 SH FW SH " ""SH SH FW 57"x51" noa #=17-1102.20 I I MULLION noa #=14-0529.16 •••• • • • • • • • • • • • • SH 37"x51" noa #=1771:1 p..2 ....... . • SH FW'S1-r FW 41"x51" A 2 mullions living kitchen B 1 mullion bed front door i i clo set L131edh1G 2 mullions mullion bath J — noa #=17-1102.20 I SH SH 37"x51" B noa #= SH 17-1102.20 closet bath 10 WINDOWS LESLIE NAGHIB 1700 NE 105 ST UNIT 209,MIAM PERMIT #: WS 8 - 0 . APPROVED BY DATE ZONING DEPT in 11116.Aums WI fH ALL FEDERAL RULES AND REGULATIONS BLDG DEPT ,.. SUBJECT TO COMPLIANCE STATE AND COUNTY . ••. . • • .•• •• .. • . . •• .. • • co Vjiriaiw listems online' Estimate 208523 I Printed on 7/10/2018 • . ••• • .• •• • • • • • • • • • • • • 0010 • • • • • • ALC Windows and Do ate an Sv • 888.877.2526 Estimate # Name 208523 • • •.. • • • • • • • ALeQ WINDOd AN9:DO.OR.S LLC p�9QNW 12 STREET 1jNIT#16A DORAL FL 33172 9:8P8-877-g4 • ; . • • • F: 305-723-0567 • •• • • • •• ••• •• • • • • • • ,. • • • • • ••• •. • • • • 0410 • • • • • •DrepaedB. • ••• •• •.• • • • • • • • • • Aldowindows AlawIndOwses: • • ••• • Email ••• • atltialiaa{CbimPtct.e8fi • • • • 000 • • • • •• • • • • • •• • . • • • ••• •. Lesly Naghib Mark Description Image Qty Unit Price Subtotal A Eco Window Systems - Single Hung Window 100 L.M.I. Equal Lites Clear Anodized Screen: Yes Size: 36 3/4 x 50 5/8 Glass Makeup: 3/16 HS + .090 PVB + 3/16 HS Glass Color: Clear Glass Interlayer: Clear Grid: Colonial - 1" Flat -Flat [0: 1 x 2] [X: 1 x 2] PSF: +75.0 -90.0 Egress: 1st Floor: No 1 2nd Floor: No i 2 $479.57 $959.15 A Eco Window Systems - Fixed Window 300 - L.M.I. Picture Window Clear Anodized Size: 57 x 50 5/8 Glass Makeup: 3/16 HS + .090 SGP + 3/16 HS Glass Color: Clear Glass Interlayer: Clear PSF: +80.0 -90.0 Egress: 1st Floor: No 12nd Floor: No 1 $790.34 $790.34 A Eco Window Systems - Clipped Aluminum Tube Mullion - L.M.I. 1X3 Standard Mullion W/Clips Clear Anodized Size: 51 PSF: +0.0 -0.0 2 $56.84 $113.68 Page 1 of 3 • . •.• . . • ... . • •. • . . . • .. . • :Eco \tic{pw Cystlimstnline:1 Estimate 208523 Printed on 7/10/2018 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • • 000 • • • • • • • • • • • Eco Window Systems - Single Hi ng WindOav 100 L'M.I. Ec]tJ Lites Clear Anodized Screen: Yes • • • „• • Size: 36 3/4 x 50 5/8 •• ••• ••,• ••••• ••; •,• Glass Makeup: 3/16 HS + .09QPyq+P/16 I-jS • •• Glass Color: Clear • • • • • • • • • Glass Interlayer: Clear Grid: Colonial - 1" Flat -Flat [0: 1 xA [4: 9 x 2] „ ,,, PSF: +75.0 -90.0 • •• •• • • • • • •• Egress: 1st Floor: No 1 2nd Floor: ND OOOOO •, • • ▪ .4. •. • • .$42§.77. $1719.00 • • • • • • . • • • . • • •. • • • •• •• . • • • • • • • • • • • • • •• •• • • • •• •• • . • • • • • . • .•• • •.• • •• •• •• •• .• ••. .• • • • • • • • • Eco Window Systems - Clipped Aluminum Tube�Vlullion� L�.�ll.l. 1X3 Standard Mullion W/Clips Clear Anodized Size: 51 PSF: +0.0 -0.0 L 2 56.84 $106.68 Eco Window Systems - Single Hung Window 100 L.M.I. Equal Lites White Screen: Yes Size: 36 3/4 x 50 5/8 Glass Makeup: 3/16 HS + .090 PVB + 3/16 HS Glass Color: Clear Glass Interlayer: Clear Grid: Colonial - 1" Flat -Flat [0: 1 x 2] [X: 1 x 2] PSF: +75.0 -90.0 Egress: 1st Floor: No 12nd Floor: No i 2 $479.57 $959.15 Eco Window Systems - Fixed Window 300 - L.M.I. Picture Window Clear Anodized Size: 41 x 50 5/8 Glass Makeup: 3/16 HS + .090 SGP + 3/16 HS Glass Color: Clear Glass Interlayer: Clear PSF: +80.0 -90.0 Egress: 1st Floor: No 1 2nd Floor: No 1 $577.33 $577.33 Eco Window Systems - Clipped Aluminum Tube Mullion - L.M.I. 1X3 Standard Mullion W/Clips Bronze Size: 51 PSF: +0.0 -0.0 2 $56.84 $106.68 Page 2 of 3 • • ..• • • • •.• • • • • • • • • • • •• • • • •• •• •• • • • • • • •• ••. •• • • • • • •.• • • • ••• • • • • • • • • • • • • • • • •• •• •• • • • •• • • •• •••• •• • • • Comments • 000 • • • • 000 • • • ••• • • • 000 • • • • • • •. • •• • • • •• • •• • • • • • • • • •• •• • • • • • • • •. •• •• •• •• •• •• • • • • ... • ••• • • • • • • • • • • • • • • •• •• • • •• •• • • • • • • •• • • • •• •.• •• •• • • • • • • • • • • • ••• • .•- • . . • . •• • • • • • •.• •• • lotal-nits : •:• 16 Total Material $5545.30 tax... •. ._6. 7.00 1nst1)114tion : : $2740.40 Permit Fees $750.00 Other Fees r •• •.• 1• $0.00 $til :: • . , $9423.47 • • • • • • • 000 • • • Page 3 of 3 • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, 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). MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S\V 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599, www.miamidade.gov/economy 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 Coenli jseserve the right to have this product or material tested for quality assurance purposes. If tjris produc o 9r material • • fails to perform in the accepted manner, the manufacturer will incur the expense of Snell testingaud • may immediately revoke, modify, or suspend the use of such product or material Alain their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mian . ttde Coantty.Product • Control Section that this product or material fails to meet the requirements of the applicable bui;c1rng code. This product is approved as described herein, and has been designed to comply 'Winne Flotlea•Bsriiding"• Code, including the High Velocity Hurricane Zone. " DESCRIPTION: Series "ECO-Guard Clipped" Aluminum Tube Mullion-1.M'I.; . • • • •• • • • APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum TuIv Iullicf i", sheets 0t through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, *ep?red bry'Al'-•Farootl Corporation, signed and sealed by laved Ahmad, P. E., bearing the Miami -Dade County Prociuct'Control Section 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, 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. toirnty, F•larida, and followed by the expiration date may be displayed in advertising literature. If any minion of Plie 4OA is displayed, then it shall be done in its entirety. •' • INSPECTION: A copy of this entire NOA shall be provided to the user by':13@ ,rtranuf taLef" or its • • • • • distributors and shall be available for inspection at the job site at the request of the &killing Official. ' This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval4ocunreni a .t tioned' • above. • ••••• The submitted documentation was reviewed by Jaime D. Gascon, P. E. •-•• • • •• • • • •. •. . • NOA Nor 14 529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 • • • •• Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of e c lippednuninuth •. mullion at fixed windows, prepared by Hurricane Engineeritug, a F'estiag, fie., Te,��, • •; • Report No. HETI-08-2192A, dated 01/15/09, signed and sealec>rby Candid F. Font, P. E. • • • • . . • 2. Test reports on: 1) Large Missile hnpact Test per FBC, TAS 201194 • 2) Cyclic Wind Pressure Loading per FBC, "146 83-94. • • • • • • along with marked —up drawings and installation diagram .oi .a, lipped aluminum .• mullion at a fixed window/ a single hung window, prepared by I- urrcanq En ipeerirog.. •. & Testing, Inc., Test Reports No.'s HETI-08-2192B and:HET.I-08 2166C, both...: dated 01/15/09, signed and sealed by Candido F. Font, P. E. ..- • .. • . • •.. .. • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, datellA5/05/14, signed and sealed by Javad Ahmad, P. E. " ".... • D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory E. MATERIAL CERTIFICATIONS 1. None. E-1 • . • •• • • • • •• . • • • ". and Economic Resour .e e s• ER). • ••. • • • • • • •• • • •••• • ._. • . Jpirne D. ritstbfi, P. E. . Product epptrol Sectioq Superviso4 NOA N"0•14-41$29.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5th Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. •• • • • • 3. Laboratory compliance letter for Test Reports Np.'%••HETI'08'-2192A, . HETI-08-2192B, HETI-08-2166A and HETI-08-2166C: all • 'romped bX • � • • Hurricane Engineering & Testing, Inc., dated 01/15/09,•:sjgpid and Sealed 12y Candido F. Font, P. E. • • • • • • • • 4. Proposal No. 08-0236 issued by the Product Control, date 0404/08, signed by: • • . Manuel Perez, P. E. •' •• •.• •• •• G. OTHERS 1. None. E-2 • • • • • • • • •• • • • • • •• • • •. . •• • •••• .••. • . • • . • •• . •. • • • •• • • •• • • • • • • • • • •• • • • • • • • • • • • • 2, •• • • • • • • `- • • • • • ir'r_ \•,!• ••••• • r• �S` • t oaime D. GAaoom�. E Product Cortral Sections upervisot NOA Nby J}1;1529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • • 4.000 6.000 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ME NOT PANT OF MIS APPROVAL. A L0A0 DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT MIRED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE. INSTRUCTIONS., • 411SE•CliAlin AND GRAPHS AS FRLL(SYS. • • • • • • • • • • • STD DETERMINE DESUN LO4ID RSQUISEO 8ER &SCE 7 FOR PNRMCUMR •PENr1G. • • • • • STEP4 %SE L����•y,� ONDE !OU$Y APPR•VEO•GIAZINC•PRODUCTS MEETING 7IBOVE•LIAD REOUIREIIENTS. • • STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH vale 4 •L[9GN RATING•MORE jl0y DESIGN LAD SPEWED • 'I* STEP 1 /�0VF• • • • • • • • y, ING /�lCHQR TTPES ESI SHEETS • THRU 4 ANp ANCHOR CHARTS STD• 1�01 SHEET 4- SEtESIBN ['CADS PE MATH 076I0I RATIAB • E THAN HE tESIE •LOADS SP•CIFyO I• STiP 1 ABOVE. 7C TYPICAL WINDOW FRAME TUBULAR SHAPES 2.000 ALLOY - 6063-T6 111II IIII 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR 000R APPROVAL FOR FASTENERS SIZES AND SPACING 400 000 • • • • • • • • • • • • • • • •• .•• •. • • • •• Approvrd nv pro lyh! o011 1'IolidA Boildil :, I NOA.M • • • • • • • • • • • • •• ••• • Engr: JAVAI) MAD CIVIL FAA. PE 4110592 •CAN, va • • • •• •' a�; 4 3 20'4 T TYPICAL GLAZING PRODUCT 4.000 0 L ALUMINUM TUBE MULLIONS 0 0 0 z 008 • • • • 000 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • 00 00 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • drowing no. M14-01 sheet 1 of 9 -1 1.000 E- ,125 I -( 3.000 Ix = .9502 IN\4 Sx = .8335 IN\3 ,,X cSTD. MULLION* -6063-T6 y 1.000 f-.125 4.000 -.125 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 1 X 4 STD. MULLION 6063-T6 3.000 1.000 .375 -.125 .375 { Ix = 1.538 1N\4 Sx = 1.0254 IN\3 1 X 3 CUSTOM MULLION 6063-T6 { y 1.000 r .375 } 4.000 .375 } IX = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 2.000 4.000 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2 X 4 STD. MULLION 6063-T6 -.125 T 2.000 L .125 2.000 -1 •• ••• • • • • • • • • •• • • • • 9119 •.. • • 1/2• • 4s. • •• •••. •• • • • ANGLE CLIP • 6063-T6 --{ .718 j- 125 TYP. } • • • •. • • ••.NOtH • • • 0L'0 0� • • • • • • •• • • • • • • • •• . . . . • • • • • • • • • • • MULLION CUP 6063-T6 5.500 1/2- MIN MIN. 2.125 TYP125 . I J 1.718--I 2.125 NOTCH OPTIONAL 5.500 MULLION CLIP 6063-T6 1/2- MIN IN. • • • • • • • • • ••• 2.000 .125 6.000 -.125 Ix = 8.2757 IN\4 SX - 2.7586 IN\3 2 X 6 STD. MULLION 6063-76 2.000 6.000 Ix = 15.2031 IN\4 SX = 5.0677 IN\3 2 X 6 HEAVY MULLION 6063-76 -.250 Appmmd M cafPIyin511i81 the F1otid6 111i5Iu A41 r1Jetc 4 N yIT ii 'oni81 •. ••• • • • • • •. �• • • • • • p ••• •• • . • •• Engr. JAVAO AHMAD CML FLA PE / 70592 ••• • ••• •CAN. 58 • • .. • • • • • • • • • ON • ; • • PtAY• •• 7„3 2014 . . • •• • • ••• 0910 • • • • 000 • • • • • • • • • • • • •.• • • • •• • • • • • • • • • • • =• • •• • • • •• • ••• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 0,0 • • • J 0 Li W fn �^ V1 o on� o-_„ z3�� Z 0 aJ o .7w A W0) FAX (305) 885-5902 4 5 drawing no. M14-01 (sheet 2 of 9 ) AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 262.6978 l MULLION\M14—01ESW) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X 4 1 X3 1 X 4 2X4 2X8 2 X 8 WINDOW DIALS. 1X3 1 X4 1X3 1X4 2 X 9 2X6 2X6 WINDOWDIMS. 1 X3 1 X 4 1 X3 1 X 4 2X4 2X6 2X6 WIDTH (w) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH CO MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 59.3 55.3 120.0 120.0 28-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30' - - - 37.8 35.3 98.1 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 36.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' - - - 23.6 22.0 61.3 112.6 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 118.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 37' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 1 48' 42' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 64" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 54' 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 60' 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 48.7 102.4 120.0 66" - - - - - 33.5 61.5 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 63.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30' - - - 21.9 20.4 56.8 104.3 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.2 28.9 59.8 55.9 120.0 120.0 37" - - - - - 46.0 84.5 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42" - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 48' 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" -. 29.5 22.3 46.1 43.1 107.8 120.0 4.9" 144" - - - - - 35.5 65.2 54' 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - - 31.5 57.9 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72" - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 28-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 54.8 120.0 120.0 ) revisions: ) no dote by description 30" 77.8 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - - 51.8 48.4 120.0 120.0 ARCHES TO BE INSCRIBED HORIZONTAL MULUON INSIDE RECTANGULAR SHAPE 37' 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - 42.0 39.2 109.1 120.0 42' 55.8 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.6 96.1 120.0 rII�,� OLAZ NG 48" 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' 108' - - - 32.4 30.2 84.1 120.0 ,'//PRODUCT �I f ; 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 VERTICAL UUWON 60" 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z 68" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66' - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING 3 a 72' 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 PRODUCT PRODUCT g h - 3 ALL LOADS ARE EXT.(+)/INT.(-). .. • - •• GLAZING PRODUCT GLAZING PRODUCT •• • • • • • • • • • • • • • • • : NOTE • • . • *I1 •W2: 1 MULLION SPAN • • • • • • • :• • 41 MULLION§ RATIN TMESE (HARTS. MAY BE ORIENTED • • • • E? VERTICALL'i OR Ii04ZIJTSLLi : • : • • oFL. a S 2 I. s (INTERPdLATIO(P'BETWEEN WIDTHS ALLQWEb) TYPICAL MULLION ARRANGEMENTS Engr. JA°AD ''HMAD CMl PE i70592 �V� W1 + W2• • CCAN.''38 • • • • • • • • Approved hit •f 3) 2 , ••• ••• • • • - • drOWin no. M10g n0 •• •• •• • • • • •• •• •' •.• ••• ••' • .• •••• • • MULLIONS N0111 • • • ^'� '� ••• • ivy y:..=tom-__,.. • 14.V2 J l�,` G `' Lf (sheet 3 of 9 "' • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSI, DESIGN LOAD CAPACITY - PSI, AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2648100 FAX. (306) 2624978 \ / IAULUON\M14-01ESW] WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AB B2 B4a Bob WIDTH (W) MULL SPAN A2 A4 A8 B2 B4• B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a Bob 19-1/8' 120.0 120.0 120,0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8' 97.9 120.0 120.0 62.7 90.4 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 30' 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30' 62.4 108.8 120.0 40.0 57.6 80.0 37' 120.0 120.0 120.0 101.4 120.0 120.0 37' 81.8 120.0 120.0 52.4 75.5 104.8 37' 50.6 88.2 120.0 32.4 46.7 64.9 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.8 77.7 116.6 28.8 41.1 57.1 48' 38-3/8' 120.0 120.0 120.0 78.2 112.6 120.0 48' 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48' 120' 39.0 68.0 102,0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 , 66" 88.7 120.0 120.0 56.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42.3 58.8 68" 28.4 49.5 74.2 - 26.2 36.4 72' 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45,3 68.0 - 24.0 33.3 19-1/8" 120.0 120.0 120,0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 37" 120.0 120.0 120.0 92.7 120.0 120.0 37' 72.3 120.0 120.0 46.3 66.7 92.7 37' 46.0 80.2 120.0 29.5 42.5 59.0 42" 120.0 120.0 120.0 81.6 117.6 120.0 42' 63.7 111.0 120.0 40.8 58.8 81.6 42' 40.5 70.6 106.0 26.0 37.4 51.9 48" 42• 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48' 132' 35.5 61.8 92.7 22.7 32.7 45.5 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY. FL 33178 TEL (305) 885-5299 FAX (305) 885-5902 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54' 31.5 54.9 82.4 20.2 29.1 40.4 60° 89.1 120.0 120.0 57.1 82.3 114.3 60' 44.6 77.7 118.6 28.6 41.1 57.1 60' 28.4 49.5 74.2 - 26.2 36.4 66' 81.0 120.0 120.0 51.9 74.8 103.9 66' 40.5 70.6 106.0 26.0 37.4 51.9 68" 25.8 45.0 67.4 - 23.8 33.1 72" 74.3 120.0 120.0 47.6 68.6 95.2 72' 37.1 64.8 97.1 23.8 34.3 47.6 72' 23.6 41.2 61.8 - 21,8 30.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8' 81.6 120.0 120.0 52.3 75.3 104.6 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2' 58.9 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 120.0 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 72.0 100.0 30' 52.0 90.7 120.0 33.3 48.0 66.7 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37' 42.2 73.5 110.3 27.0 38.9 54.1 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42' 37.1 64.8 97.1 23.8 34.3 47.6 48" 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 48' 96' 48.8 85.0 120.0 31.3 45.0 82.5 48' 144' 32.5 56.7 85.0 20.8 30.0 41.7 54' 82.2 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60' 26.0 45.3 68.0 - 24.0 33.3 66" 67.2 117.2 120.0 43.1 62.1 86.2 66' 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.8 41.2 61.8 - 21.8 30.3 72' 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 19-1/8' 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8' 108.8 120.0 120.0 69.7 100.4 120.0 26-1/2' 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS _TYPICAL ANCHORS 37" 96.4 120.0 120.0 51.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.11 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 1 - 48' 63' 74.3 120.0 120.0 47.6 68.6 95.2 48" LOB' 43.3 75.6 1I3.3 27.8 40.0 55.6 GIAZ NG Ni' PRODUCT �, 3 54" 66.0 115.1 120.0 42.3 61.0 84.7 54' 38.5 67.2 100.7 • 24.7 35.6 49.4 -mist MULLION 60" 59.4 103.6 120.0 38.1 54,9 78.2 60' 34.7 60.4 90.7 22.2 32.0 44.4 Z j '4 - ' ' '( 66' 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING i \ »ICH /1 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 PRODUCT PRODUCT 3 a GLAZING PRODUCT GLAZING PRODUCT B,%� 1"' ]IIII 131111111111 ALL LOADS ARE EXT.(+)/INT.(-). �rmlcy. • •• ANCHORS •• ••• • • • •` NOTE; • • • • • • • • w� �DH • Wa. • • MULLION SPAN • • • ANY ANCHOR CONDITION S�I"IOZVN:HF.'REQJ MAY COVER `• • LOCATIO AT TitAC: ILL:Of: JAM& ENDS. • • • • • • • • • • • • • •`W�ICEL • 1tWtt1ON • ARRANGEMENTS ^ w i 2 ^ e - a • • • • • • •• •• • • • •• • • • • • •• • . • • • ••?��.. ANCHORS MIri, " • 1 /'•• • •• • • • • • ••• • • • •• Iffy=__ ran 3 7.�i4 l` sheet 4 of 9 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N • TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) /14 SMS 1-3/4" 0.C. MIN. 4 PER CLIP ANCHORS TYPE `A2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) #14 SMS 1-3/4" 0.C. MIN. 4 PER CUP • • • •• • • • • • • • • • ••• • • • • • • • • •• ••• • • •2INCIIOZSrlyPE— K4: • _•_`• • •• •• • • •• • •• • •• • •• • • 0011 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 000 • • 00 00 TYPICAL ANCHORS 1 PER ANGLE FLOATING CUP SNUG FIT INS10E MULL /14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE \\\ FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE ZDN�R 1L E\ OR L ST'UC 'E 2 X 2 X 1/8" ALUM ANGLE CONOREfE OR 2 X 2 X 1/8" ALUM ANGLE E aTYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DST. 9/41=01A._ULTRACONSZBY2ELCOj CONCRETE 1-3/4" 2-1/2" (Fu-177 KS!. Fy=155 K51) 3/41:01AISELECDRILLINO'SCREWS! METAL 1/8" 3/4" (GRADE 5 CRS) CONCRETE = lc = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX 0R FLAT HEAO. ALL CLIPS ANO ANGLES TO FIT SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. •• ••• • • • • • •• • • • • • • • •• ••• Approved as ....plying with the Fluridn Suild�it Ca�• • Mae 1�44(Rclb NOAN_ r� Ml M iy_•_ Pr f ` .• ••• • • • •• • • • •• • ••• • • • • • • • • •• ••• • Engr: JAVAO AHMAD CML FLA PE / 70592 •OAN. 35118 • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALUMINUM TUBE MULLIONS c 0 u description a 0 v 0 drawing no. M14-01 (sheet 5 of 9 • • • • • • • • • TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) EY \ A 5'U Tl #14 SMS 1-3/4" O.C. MIN. 6 PER CUP ANCHORS TYPE 'A6' • • • • • • • • • • • • • •• ••• •• • • • •• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • TYPICAL ANCHORS 3 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SUS 1-3/4" 0.C. MIN. 3 PER ANGLE OONCR��� 0R MEAL ST' TU'E 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILUNG SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = Pc = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy - 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX 0R FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Engr: JAVAD AHMAD CML FLA. PE 70592 AppNw]m•mDplyilegOdloiFO• • • • • •CAN. 38. Florida Btdldjpg • •• • • •• • 1b • • ♦ • • \• i • • • • • t•. ••• • MA 3.2014 ALUMINUM TUBE MULLIONS c 0 n VI 0 b O 2 8 drawing no. M14-01 sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • C • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) j14 SMS 1-3/4" O.C. MIN. 4 PER CUP ANCHORS TYPE `B2' TYPICAL ANCHORS 1 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE FILLED BLOCK 0R WAD ST UC 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4° 0.C. MIN. 4 PER CUP • • •• • • • • • • • • • ••• • • • • • • • •• 3/8" MIN* • •2 7/8' Oleo • TYP. •TYPICAL i 0ANCHORS•�'YPE `B4a' •>.•• • • •• • • • • • • • • • • • • • • •• TYPICAL ANCHORS 2 PER ANGLE FLOATINC CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE F1lLi0 BLOCK OR 2X 2X 1/8" ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA ULTRACONS 8Y 'ELCO' (Fu=177 KSI, Fy=155 HSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" 1" W000 = 2BY WOOD BUCKS 0R WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILED BLOCK ern = 2000 PSI MIN. My OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GIAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX 0R FLAT HEAD. • • 000 • • • • • • • • • • • • • • •• ••• • • •• • • • •• Approved as oou'p1y1n8 N(d1 Ike MtFlorida Oo I i 8 • / . /_ • • • • •NN i �/ • • • -" L soul Cony • . • •• • • •y • • Engr. JAVAD AMMO CML FLA PECAN. / 538 70592 • 0.4Y 23 20'4 • uN a z 2 O g 1YY1 O Eg MCI u 81 aEq 048E 11111 46 Sr ALUMINUM TUBE MULLIONS 0 0 n U n' 0 w v 2 b drowing no. M14-01 sheet 7 of 9 ) ••• • • • • ••• • • • ••• • • • • • . • • • ••• • • • • • • • . . • • • •• • • • •• •• • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • 410 • • • • • • • • 0 ••• • • • ••• • • •• ••• • TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4' 0.C. MIN. 6 PER CLIP ANCHORS TYPE `B4b' • • • • • •• • • • • • • •• ••• • • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • e • • • • • • • • • • • • •• ••• • . • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • •• • • • • ••• TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE •• ••• • • FILLED�Lde� 0R W0ST U 2 X 2 X 1(8' ALUM ANGL TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED.1MIN. EDGE DIST. I/4' OW ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MASONRY 1-3/4' ) 2-1/2' WOOD 1-1/2' I 1' • • • WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK Fm = 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY CLA2ING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX 0R FLAT HEAD. •• • • • • • • • • • •• ••• •• • • • •• Approved as complying n444e Florfd0nund'tg • • nO5AIT O • • • • NeAN ��y.� • • • • -"i" • ••3 - •— \• •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •_• ••• • • • ••• • • Engr. AMA() ANMAD CIWL FLA PE 70592 CAN. 3538 PQAy( 2 3 20 4 drawing no. M14-01 (sheet 8 of 9 • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • • • •• • ••• • ••• • • • • • • • • • •• • • • • • • • . • • •• • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • t •• • ••♦ a • ••• • • • ••• • • • • • • • • ••• #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULUON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY a • • • • • • ••• • • • • • • • • • •• •• 6 • ACCESS HOLE THIS SCREW CAN 8E INSTALLED IN EITHER DIRECTION t —TUBE MULLION #14 FH SMS I-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH SLIS 2 PER CUP 1' O.C. MIN. 1-3/4- X 2' X 1/8" (FOR 28Y TUBE) 3/4' X 2' X 1/8' FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" ...1i2..... ANCHOR CHART NO. OF SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 • • • • • • • • • • • • • • • •• ••• •• • • • •• MHXOnyd m o58y11y1Bg 1Y1q 1.1k4 • • • • do •t3o1• . D +/ • • • •NO•H�� 1 • • • •,.F.mi Y •. • • • _r.• a. • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • Engr. JAVAD AHLUD CML FIA PE # 70582 C.A.N. 3538 MAY '' 3 2094 ALUMINUM TUBE MULLIONS H0 0 MU WON\M 14-01 FSW M c 0 v • 0 v 0 ( drawing no. M14-01 sheet 9 of 9 ) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Lov/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 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) resethe right to have this product or material tested for quality assurance purposes. If this product or mafer&al.fails to, perform in the accepted manner, the manufacturer will incur the expense of such 4as tInt; and thA� e•1J may immediately revoke, modify, or suspend the use of such product or material withha•t oiirjurisdieriotl. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade•Eotifity Product Control: Section that this product or material fails to meet the requirements of the applicable eilltlii;g code • This product is approved as described herein, and has been designed to comply with•the Florida Building • • Code, including the High Velocity Hurricane Zone. • .• . . . . . .. .. .. DESCRIPTION: Series-_`Eco=Guard:1002.Aluminum7Single Hung Wmdow_L➢✓11:L•• APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series'100 Alum.Wdw. . (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17; prepared by31-Farooq. • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prodtp'Cbntrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: targ"e'and'Small'Missile.ImpaceResistang, 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, Flogidai and followed by the expiration date may be displayed in advertising literature. If any qoor ion of tlig is displayed, then it shall be done in its entirety. • • • • • • •••Y • • • INSPECTION: A copyof this entire NOA shall beprovided to the user bytiie iraiiufactiter br its distributors and shall be available for inspection at the job ite at the request of the Buticlip $•Official. • •• This NOA revises NOA No. 15-0406.12 and consists of this page 1 and evidence pagc,i,Vdi and 4.1, as swell • as approval document mentioned above. •• • • • • • •The submitted documentation was reviewed by Sifang Zhao, P.E. ' • • .• • • • • 12ji IZv ! i • • . flYOA No ;1E'i:J 1:23) Expiratin Date: Ap>:i108, 2019 Approval Date: Deceinbt ,3f,•2017 t'age 1 • • • •• • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • 3) Cyclic Wind Pressure Loading per FBC, T4S 2Q3-94 •....• 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS:202-94 • • • • along with marked -up drawings and installation diagram of an trlivrinum sift 1e hung window, prepared by Fenestration Testing Laboratory, Inc., Teti Keport No.e. • • • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brin:pQ; P.E. • (Submitted under NOA No. 14-0317.02) • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading ptYIBC TAS 202-94 • • 3) Water Resistance Test, per FBC, TAS 202-14 • 4) Forced Entry Test, per FBC 2411 3.2.1 and T Z2-94 .. . • along with installation diagram of a 106-I/2" wide x 76" high ECO-Guard fi'ertes-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-i/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS•202-94 3) Water Resistance Test, per FBC, TAS 202-91, • • , , • , • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and.T.202-94 . . along with installation diagram of a 53-1/4" wide x 76" high ECO►G>:ard Series►100 • • aluminum single hung window, prepared by Hurricane Engineering& Testing Me. . • Test Report No. HETI-08-2168, dated 12/15/09, signed and say Cana ,dg F. Font, P.E. (Submitted under.V.W.No. 09-0.224.07) . • . . • • . . • • • Sifalie Epp, P.E. Product Contrll•Ellaminer NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-I/4" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by 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. 14-0916.10 issued to Kuraray America, Inc. fbf theif "Kuraray Butacite® PVB GIass Interlayer" dated 04/25/15,Miiil;ng on 12711/16. • • • F. STATEMENTS • • .• •• 1. Statement letter of conformance, complying with FBC-5th Edition (2014), ertabetho financial interest, dated March 17, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08.2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and seajed 1Zy Candi& . FonY„ • • • • P.E. (Submitted under NOA No. 09-0224.07) • G. OTHERS • • • • •• • •• • • • •• • • • .• • • • • •• • • • • • • • • . 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window S}'iems, LLC for their • • Series "Eco-Guard 100" Aluminum Single Hung Window - L.?I„approsgd•A,rt 04/10/14 and expiring on 04/08/19. • •' • • .• • • . • `rYI4O _ • • • Sifagg fig, P.E. Product ContrdPEraminer NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-2 • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resour s • • . . . • ••. • • • • • • • .. • ) • • • ••• • • •' • E. MATERIAL CERTIFICATIONS .... • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray r nterica, Inc. for theif •:" "Trosifol® Ultraclear, Clear and Color PVB Interlayers" d'ai1rl'Q1/19/r7, epiring on 07/08/19. • • • • • • • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Editioir (2014), witif FBC 6th' Edition (2017), and of no financial interest, dated September 15, 2017, prepared•by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. E-3 • • • • • •• • • • • •• . • •• • • • • • • •• • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • •• •• • • • • • • • • • •, • •. • • • • Sifagg Epp, P.E. Product Contrdl•Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 • • N ECO—GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSIQTJ RE! SIS! N: SSAC ) SNOW: 0: DI•TAJLS! AND INSTALLED PER MANUF'S 'INSTRUCTIONS. SPTOIFIE4 EMBEDMENT T4 BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR 9T0000. • • • • • A LOAD DURATION INCREASE IS jIgkD IrSI (t AtCORS:NTI= WIin?•ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 201•/2010 MRIDA BLDG. CM, ! ADOPTED ',• STANDARDS. THIS PRODUCT APPROVA1 NERI AND DO T PgpPIDE IN R TIO FOR A SITE SPECIFIC PR EFC , i.e. IFE Tiiys- PROp61JC , AODEO CY• OF STRUCTURE RECEIVING I PRO I(cT D•S NC•ARQUN OTJ IQG R • WATER INFILTRATION RESISTANCEETC• • • • CONDITIONS NOT SHOWN IN TTHIS DRAWING ARE 10 BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 8" MAX. - HEAD CORNERS D u z FALSE NUNTINS (SURFACE APPLIED) OPTIONAL 53 1 /8" WINDOW WIDTH 47 3/8" D.LO. (FIX. LTTE) 12' MAX. HEAD II 11 II �i/ • J _ _ Ii 11 f 11 II II 11 I n 4 I I I I 1 I I I II 1Tt II II NO ANCHORS AT SILL 47 3/8" D.LO. (VENT) 50 3/16' VENT WIDTH cEQUALrCITES� i 1a 0 SWEEP LATCHES AT 12-1/2' FROM ENDS TYP. a 12 z rn 8' MAX. HEAD CORNERS FALSE NUNTINS (SURFACE APPLIED) OPTIONAL SPRING LOADED LATCHES AT 7' FROM ENDS OPTIONAL TO SWEEP LATCHES TIP. TYPICAL ELEVATIONS TESTED UNITS •• • • • • • • • • •• • • • • • • • • • THESE WINDOWS ARE RATED•FtR UG1CLh SAIL MISSILE°IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED s cc• iyia viih the F10cida SMidi:;3 Cod, .q. '� -.O • • • • • Aucept ::me No j rII"13 • • • • • 5lhimica i,alc_:44,I7» 19 • • • • • (t • • • • • • Be_i:Twm 7yfyd,� • • • • • • Nlhmi Dade °duct Ccatr01 • • • • • • 53 1/8" WINDOW WIDTH 47 3/8" D.LO. (FIX. LITE) 12" MAX. HEAD 1 I -==1==--r----mot--- 0 Jlf. II II II I I I I� I� II .011 © I I • II NO ANCHORS AT 47 3/8' SILL D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • 0 B 2 8 5 • 8 0� L 0 0 0 0 m 0 0 0 FAX (305) 885-5902 ry 0 C EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' WIDTH HEIGHT EXT(+) 1NT.(-) 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2" 75.0 90.0 32' 26 75.0 90.0 37' (3) 75.0 90.0 40' 75.0 90.0 48" 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 38-3/8" 75.0 90.0 37' (4) 75.0 90.0 40' 75.0 90.0 48" 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 50-5/8" 75.0 90.0 37' (5) 75.0 90.0 40' 75.0 90.0 48" 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 63' 75.0 90.0 37' (6) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32" 76" 75.0 90.0 37' (7) 75.0 90.0 40" 75.0 90.0 46' 75.0 90.0 53-1/8" 75.0 90.0 WIDTH EQUAL LITES 1/8' HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc 1/8' HEAT STREN'D. GLASS z m .., • •• •• •• •• e1u; • • • • AP' • • • 0 t r T- •• •• • a •.a; _'� •• • • •• ••••• •.. 0�rres AT 1/4POINTS ON LTTES • ••• • ••• WIDE THAN 36" ONLY NOTE: •• •• • • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. SIUCONE DOW 899 • • 1S',I,AgB•-7YP M • • • • i = • -ice • • GLASS CAPACITIES ON THIS SHEET ARE• • • • • • • BASED ON ASTM E130%69 (3:SEC. GLTSeTt • • • • • • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PST GLASS TYPE GLASS TYPES FLANGE DIMS. 'A' '8' & 'C' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32" 50-5/8' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53-1/8' 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32' 63' 75.0 90.0 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" - - 75.0 90.0 53-1/8' - - 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32' 76' 75.0 90.0 75.0 90.0 37' (7) - - 75.0 90.0 40" - - 75.0 90.0 48" - - 75.0 90.0 53-1/8" - - 75.0 90.0 3/16' HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'kuraray America, Inc r-3/16" HEAT STREW°. GLASS SILICONE DOW 899 WIDTH m��2 /, U UNEQUAL LITES (ORIEL TYPE) TO OUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS s vi •• ••1� • • • • • • • • • • •• ••• AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS • • • • • 8 ••• 5/16' AIR SPACE 1/8" HEAT STREN'D. GLASS 090' Interlayer 1- Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREN'0. GLASS SILICONE DOW 899 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS AT 1/4 POINTS P1:QC,Oc R!v yr7 ALL SIZES u:: rnanJyi,:.g,ill the 6lnrida • • • • • • • • • "..Ucieg Cone • • G�.1SS TYPA 01' • 1hcz-.r-ncc-o 011.13 • • • • • e • • i• T.i:er'ca D;l., , jZQ19 • • • • • • • • dil.Sik - • • • • • • •miai-,d Dede 1'o;ducl Control ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • `t1111111111/A/,,i `NN .7 ATE OF (y� ORIDI`.•' i�� ,/ORALtt`'``; 4u 8 w 6 n' 8 S c 5 5 drawing no. W09-08 (sheet 2of 6j 1Br WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE' DIST. 14 O OPTIONAL TO BOTTOM LATCH • • •a • • • • • • •I • • • •• [I• d ••• • •••' t• • • ' • • .a 0�•••' • A. • • • • •• • • • • • • • • • ••• ••• r• • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST i 1 TYPICAL ANCHORS] SEE ELEV. FOR SPACING •• ••• • • • • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ¶TYPICAL_ANCHORS: SEE ELEV. FOR SPACING 1 /4 DIA. Ill TRACON BY ' ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) TFRUI1BYIBUCKS'INTO.CONO+OR—BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE"(HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) i14 SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO:MEfAL STRUCTURETIHEAD%JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS 5G 0.55 MIN. SONCRUIi AT HEAD, SILL OR JAMBS fc — 3000 PSI MIN. C-90 Io/OLLEW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • ••• •• • • • • • .. • • • • • •• • ••• • ••• • • • • • • SEALANT:• • • . • • • • • • ALL. JOINTS ItIrFRAA CONNI jIQNS *LED WI JOINT SEALER. Y l 11 F1ll.,i23 • • • �G 11•(OII.i3 • •'"•I'""Oia1<py1 uA lfnl5l • • •±i�•Si T an; ZJ1ct0 TN t i a1ru DndNoce Cacao: V.,..VCENBF'••!V Noti`70592 ATE OF ' q z H� (• 1 Z N og e oteo, °ENT 6.3b Oaoo_ u.z0 a Z c'1 J ECO-GUARD SERIES-100 ALUM S.H. ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • • • • • • • w • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • a_ FAX (305) 885-5902 3 s 05 o.� N yH V 3 3 8 8 6 8 UPDATED TO 2017 FEC 0 i$ 8 8 00 c 2 drawing no. W09-08 sheet 3 of 6 HMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH D.L OPG. • ••• • • • • • • • • • • • • • • • • • • • • • • • •INDSW WIDTH • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • WINDOW WIDTH ITEIF % PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARRS 1 FY101 1 FRAME HEAD 6063-T6 - 2 FY115 1 FRAME SILL 6063-T6 - 3 FY103 2 FRAME JAMB 6063-113 - 4 FY104 1 FIXED MTG. RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - 6 FY114 1 VENT BOTTOM RAIL 6083-113 - 7 FY107 2 VENT SIDE RVL 6063-TB - 8 FY108 AS ROD. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - BA FY109 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-1-6 - BB FY110 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 9 FY116 2/VENT SASH STOP 6063-T5 - 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-16 - 11A - 1/ LATCH LATCH SPRING ST. STEEL - 12 - SL203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A /8 X 5/e' 2/ LATCH LATCH INST. SCREWS ST. STEEL F11 SMS 13 - AS READ. SETTING BLOCK EPOM DUROMETER 130t5 SHORE A 14 A8 X 1" AS READ. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS READ. FIN SEAL WSTRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS 19A /6 X 3/6' 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI 20A j8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SM5 21 - AS READ. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 V2' CONC. 1 1/4'•" _ AWSp.p.• o• • • ••• • • •• 4 • •• • • > • • • • •• a v" PRODUCT REVISED as complying with t11e Florida • . . . • • Buildies Code • • • L•xpira!if Bate ...�.L�l...M1• ••• • • • : • 6 B., Safd� • • • Aiiwnil ate • el • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • •••• • • • • • •• • • • • • • • • 1/4' MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING m*aV U t 0 a U (3 J J 0) W FF In W )- ct N 51(0 oc� 0 m 3f}}i ZL o O8 W cam FAX (305) 885-5902 0 n 0 UPDATED TO 2014 F C 0 C 0 0 2. Eo drawing no. W09-08 sheet 4of 6 EDGE DIST. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING © •• • • • • • • • • •• • • • • • • • • ALT. • • • • • • • • • •• • • • • .�� • • • • • • • _ • • -• �. • . r . • • • • •.. °• .• r • • • • • • a • • , - • • , • • • • • • v _• • it • • • • • '• ti.. ••,', , • q • • • • • • • • . • • . • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE C0 MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NCA EDGE DIST TYPICAL ANCHORS J SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a 1 1/2• <C.. C. ti 1 S MASONRY •. ••: •• • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • • • • O ALT. ••• • • • • • • • • •• • • • •• • • • • • •• • • • • ••• .• • • • • • • • • • • • • • • . • • • • • • • • • • • • • • IA' S:f¢,y - • • • • • MlE111.1 ?NOV • • complying i i[h t1t Florida Of:aiding Cod: Acccptntr: No 11 •101t•1S E- pi:a•oo s4'O►hi:$J 2o11 ++++\111IIITT,Y. ICE. SF • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • � • • • • •• • • • •• • • • • • • • • •• • • • • • ••• •• • • • • • • • • • • . •• • •• •• niIV 0 co 3 5. 0 J J vi N to a1 L ) O� o co • 3z• o N J .. OLJ w c00 M FAX (305) 885-5902 8 0 UPDATED TO 2014 FBC NO CHANCE THIS SHEET UPDATED TO 2017 FBC .o 0 drawing no. W09-08 sheet 5of 6 • 1.886 2.750 062 1.375 .813 2.812 FRAME HEAD 1.422 0 FIX. MEETING RAIL O VENT TOP RAIL .75▪ 0 O 1.281--1 FRAME JAMB y .519 O VENT SIDE RAIL .050 .394-41 r .803 .045 O - 1.047 GLAZING BEADS 1.929 2.027 4-.062 I 2.773 1.750 ® VENT BOTTOM RAIL 0 SPRING LOADED LATCH 2.974 .062 •• •• •• • •• •• 3.002 • • • .674 = sAb C• 2.750 0 FRAME SILL • • • • • • • • • • •• •• • • • • • • • • • • • • • • •• • • • .5009 .___—_r 7W • • • • • • • ••2%11 • •• 23 FLUSH FRAME ADAPTER 2.688 .062 • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • • 88 1.047 .803 • • • • • • • • • • •• • • • • •• ••• • FRAME CORNERS DETAIL • • ••• ▪ • • ▪ • • • • • • • • • • • . • • •• JRCr )UCT REVISED Es enmrkyirg wi0t Ow F3[nldw •• ••• • --y}ig Coca • • • • .�Fict: No 1 O11. • • • • • E4atioo Dated{ o1Q • • ••• •• •• BY • • • • • • • Min Dade I ac•Con1601 • • • • • • • •• • • • • • •• . •• • • • • • • • • • • • • • ••• VENT CORNER DFTAU &kV ECO-GUARD SERIES-100 ALUM S.H. WOW. (LM.I.) 0 n v UPDATED TO 2014 FHC COMP -ANL\W09-08ECO FAX (305) 885-5902 f • v c drawing no. W09-08 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy ••••.. • • • • • .. • . • 00000 0000 oo • This product is approved as described herein, and has been designed to comply wit1a J g Florida BWlding ...... Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series Eco-Guard_300"Aluminum. Fixed Window — L.1VI:I": • • . • • APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed.'Mt . (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by A%tarooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING:(Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this VQA' Failure to comply with any section of this NOA shall be cause for termination and removal:of ➢J'C1A. "" •• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade• iAunty, •$]pt i'a, and followed by the expiration date may be displayed in advertising literature. If axy•porsion of the NOA is displayed, then it shall be done in its entirety. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Gounly Producfldntrol Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Conafy):reserve.Dieright to have this product or material tested for quality assurance purposes. If this prodiittpr•mateiSa1, f ifs to perform in the accepted manner, the manufacturer will incur the expense of such te'titig•and the AUU may immediately revoke, modify, or suspend the use of such product or material within •thMirisdiotion.. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Prodtict Control Section that this product or material fails to meet the requirements of the applicable bui1Jing codd" • • • •••• •• • • • • • • 000000 • • •••••• • • • INSPECTION: A copy of this entire NOA shall be provided to the user by 'tfie•manufactu'rer or its • distributors and shall be available for inspection at the job site at the request of the phtriattg Off 9,ig.• • This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence paggSEsl,and E-2, as well as approval document mentioned above. • : • : • • The submitted documentation was reviewed by Sifang Zhao, P.E. • • • • • • �.Z •• • •• • • • •• • N(� O No.1.7-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 Page 1 • • .• • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •••. 2) Uniform Static Air Pressure Test, Loading perk$€ f • AS 202:94 ...... 3) Water Resistance Test, per FBC, TAS 202-94... ... •::.*. . ' along with installation diagram of a 97 1/4" wide x 96 1/8" high Et fivard seri;s 300 .... ▪ • aluminum double fixed window, prepared by Hurricane Enginee'g}8� Testing Inc.,; Test Report No. HETI-08-2192A, dated 01/15/09, signed and sly Caiidido P. •. • • • • Font, P.E. (Submitted under NOA#09-0413.08) • . .. .. .......... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20:'91 • • • • ...... 2) Cyclic Wind Pressure Loading per FBC, TAS 203'94 • •• along with installation diagram of a 97 1/4" wide x 96 1/8" highAwo-Guard series 300• aluminum double fixed window, prepared by Hurricane Engineering & : .... Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane EngineesM4 & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09,•4ignnd andAea3ed by •• Candido F. Font, P.E. (Submitted under NOA#09-0413.08) •..•. • • 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 29444• 2) Cyclic Wind Pressure Loading per FBC, TA5'2a3-94 •. • • along with installation diagram of a 47 5/8" wide x 96" high Eip;Mand sere:300 • • aluminum triangular top fixed window, prepared by Hurricaneiafigiiieerintokitsting. Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed Ind g1ed by Candido . • F. Font, P.E. (Submitted under NOA#09-0413.08) 5' 4( ao • •. • : SifangZllao, P.EL Product Conttp1EOminer NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E - 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) • C. CALCULATIONS •.. •• • 1. Anchor verification calculations and structural analysis, complying with FBC.6t1'• Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporat 6t1, signed anct D. E. sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE .... • :...:. •..... . . •• •. ...... 1. Miami -Dade Department of Regulatory and Economic Resources (RJR) • • • • •• . MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •... •••. ... • .. F. STATEMENTS .. • 1. Statement letter of conformance, complying with FBC 5th Edition (2014), will- )C 6tn Edition (2017), and of no financial interest, dated October 13,'2,111•7,issuedby Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • G. OTHER • 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systergs, LLC.fi r their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., app!oved on U 93715 and expiring on 06/17/19. E-2 • • • • • • • • .. • • •• • • • • .. • Eha o • • • Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 • • • • .• • • • • r --1.608 U0 G.1 IIIU0 L875 .062 2.750 Q FRAME HEAD/SILL/JAMB O FLUSH FRAME ADAPTER .750 .513 I�I �� 03 —� O GLAZING BEAD ANCHOR COVER ECO-GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WFTH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSIEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. •• ••• • • • • • •• ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON AIETMLS • • • AND INSTALLED PER MANUF'S INSTRUCTIONS. SPICIFIED EMBIDMENf SO &SE• • • MATERIAL SHALL BE BEYOND WALL DRESSING OR 9TUCC0. • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN•QF A▪ NCj1QRi 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 MATERLALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA `BlDG. I�IOE• & ADOP1!D STNIDS. THIS PRODUCT APPROVAL IS GENERIC AND DtES:NOT QROVIDE INFORMATION, FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAF OF TH44 PRODUCT, ADEQUACY • OF STRUCTURE RECEIVING THIS PRODUCT ANJNG•0 OUND OPEE•NG•FOR✓t WATER INFILTRATION RESISTANCE ETC. • • • • CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL �• • •• • • • • • • ••• • • • • • • • ••• 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 110 • • • • • • • • • ••• • • • ••• • • FALS (SURFACI WINDOW WIDTH : MUNT1NS APPLIED) OPTIONAL D.L OPG. 3 1 I 1 D.L OPG. I Oa _ - 3 ! I 1 Ir -m-- I - I 1 1 t H CORNERS 6" MAX. I, I 12" MAX. EAD/SILL HEAD/SILL (TYPICAL fl EVATIO GLASSDIO DIMS, D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH - 3.625" ••• •• •• • • • ••• •• • :•o • . oo • ••• THESE WINDOWS ARE RATED FOR LARGE & SRALC' MIS9N[ I LL♦. • •• it,.•SHUTTERS ARE NOT REQUIRED. ••PisUCTREVISEDCilg ed with the FloridaCipleg Ccde• • •• ••••ExpirtionDate•• • •O6Jt Ie21Cj •••• • • • • • • • • • • • IRimt!►D: Product r'nniro! • ••• • • • • • • • • • • . ••• • • a • • • • •• • • • •••• ••• •• •• •• • • • . • • • ••• •• • •• \\111 AFp r7//4 oo ENg�•,. 7 0 5 c 0 N v 6 6 UPDATED TO 2014 FBC a 72. a S c 8 0 6 drawing no. W09-20 sheet 1 of 5 11.111) COMP-ANL\W09-20ECO1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSFIli 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' -WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D.IV Intedoyer Interlayer WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXr.(+) 1Nr.(-) EXT.(+) 1NT.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C..1.N. 3538) TEL (305) 2646100 FAX. (306) 2626978 .090" .090" Trosilol PVB SentryGlas 24' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 30" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 36' 75.0 80.0 80.0 90.0 53-1/8" 26' 75.0 80.0 80.0 90.0 42' 36" 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 SIUCONE SIUCONE 48' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 GE SCS 2000 DOW CORNING 899 �GE SCS 2000 54' 75.0 80.0 80.0 90.0 37' 38-3/8" 75.0 80.0 80.0 90.0 i m II m 80" 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 y vNj I�I 66" 75.0 80.0 8°.0 90.0 74" 75.0 80.0 80.0 90.0 O / 0 I O I ' 72' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 li © 24' 75.0 80.0 80.0 90.0 37' 50-5/8' 75.0 80.0 80.0 90.0 ��� Ty1� �1 AT 1/4 POINTS O ON UTES WIDER �I LEI !I AT 1/4 POINTS O ON UTES WIDER SO' 75.0 80.0 80.0 90.0 53-1/8" 71.3 76.0 80.0 90.0 III _ I - THAN }6" ONLY I�Y _ I = THAN 36" ONLY J6' 75.0 80.0 80.0 90.0 74' 71.3 73.1 80.0 90.0 1 dr1I► is S� Nur)_�_ r 1' 42" �. 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 �l li I �+g y 48" 75.0 80.0 80.0 90.0 37" 63' 75.0 80.0 80.0 90.0 /8 X 1-1/4" SMS /8 X 1-1/4" SMS 54" 75.0 80.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90.0 AT 3-1 2' FROM ENDS AT 3-1 2" FROM ENDSt / / 60" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 ECO-GUARD SERIES-300 ALUM FIXED WDW. (L.M.I.) ECO WINDOW SYSTEMS, LLC. 8502 N.W. Both STREET MEDLEY. FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 AND 10' O.C. MAX. AND 10' O.C. MAX. 66" 75.0 80.0 80.0 90.0 37' 76' 75.0 80.0 80.0 90.0 1GLASS"TYPE"CI GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8" 67.9 69.9 80.0 90.0 GT.A7ING OPTIONS 24' 75.0 80.0 80.0 90.0 30' 75.0 80.0 80.0 90.0 36' 75.0 80.0 80.0 90.0 W 42' 6 75.0 80.0 80.0 90.0 -el r 48' 75.0 80.0 80.0 90.0 54' 66.8 71.3 80.0 90.0 60" 60.2 64.2 80.0 90.0 L 66" 60.2 64.2 80.0 90.0 W. WIDTH7 72" 60.2 64.2 80.0 90.0 WINDOW WIDTH WINDOW WIDTH ' i I I r 7 24' 75.0 80.0 80.0 90.0 I-cs30' 75.0 80.0 80,0 90.0 3I 36" 75.0 80.0 80.0 90.0 42' 72" 75.0 80.0 80.0 90.0 O 75.0 76.6 80.0 90.0WIDTH a an u REV. PER BCCO COMMENTS UPDATED TO 2010 FBC MANUF. ADDRESS REV. UPDAMEO 10 2014. FIR; R o k S I I 3 54' 66.6 71.3 80.0 90.0 AND DIMENSIONS3 SHOWN N BE 0R D 60' 60.2 64.2 80.0 90.0 ER ICALLY ORNGTH HORIZONTALLY AS 24" 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30" 75.0 80.0 80.0 90.0 i 36" 75.0 80.0 80.0 90.0 7---_7 1 42" 84" 70.0 70.0 80.0 90.0 F I 48" 65.6 65.6 80.0 90.0 I I Iw Q 54" 64.3 64.3 80.0 90.0 n I 24" 75.0 80.0 80.0 90.0 ° m o o 0 0 ; 3W. WIDTH 30' 75.0 80.0 80.0 90.0 NOTE: • • • • Z_ _ 8 1 -i 36" 96' 75.0 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE • • • • •• • • • • 42" •76.2 64.• • • 6r.I! • 480.% g10.0 BASED ON ASTM Et 300-09 (3 SEC. GUSTS). c m o W WINDOW WIDTH WINDOW WIDTH • IN $ ID 'i-• • I 4g• 59' • 59.9 ��.: • • 9.0 • •• ,--. a l--. q .� , ,--. 4 �' 3 . t = • I• • •• •• • L • W • •� 24' • •75.0 •• • 80.0 •� •80.• • • ° • • ttt 111111//lY • • `. '77j• r _ 6 • •i 0 • .��`` • w �: GEN.4�c'•.• �i z = 36" tor:i 74.5 74.5 80.0 •90.0 • • • • • •, I�I 3 I 42" 61.5 81.5 80.0 90.0 vi..=,U 2 - _ 3 i • yL 24' •75.0 80.0 90.0 PRODUcr R YY - t`( • • • • • • • • • • • � • 30" 120" • • �0.0 0.0 • 80.0 8Q.0 • • 490.0 an vsipIymg wish the Fioride ... eu;ld,ng code _ d'" i� drawing no. W09_20 • • ALLOWABLE LOADS FOR ALTERNATE SHAPE! IS Sr $801%� 0: SISIILAA CAN el • • • 36' • •74.5 • 74.'i • • 90.0 A4tept�se1,k, LE • • 4Bxpvnkoo D.,;,��1 ,o1y :O ••'•, �� ATE OF ((/� VERIFIED BY INSCRIBING PICTURE WIND0a'$$RAPE 'FFHIN SQUAQE OR RECTANGLE A• SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. '8•.0 • • • ••• • • • • • % _ .. ORtQ1. ,�y��\ • • • 0,0 • • • •• •By:_5,___,'r¢4g_ZG4o i7 S/O I" \"` ‘� • •tliat,i de Prot.,,.. _c,rct 7�'r11111AS sheet 2 of 5 ) • 11t�� ••• • • • • ••• • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • •�• ••• •••• •�� •• • • • • • • • ••• •• •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 •• • • • • • • •• • • • •• ••• •• de . TYRCAL ANCHORS • FORD ELEV. CING • • • •• • • • EDGE GIST. 5• • ••• • • • • • ♦ ♦ ... • • ♦ ♦... • • • • • • • • • • • ••• • • • • ••• • Y• • • • • • • • •• • • • ••• • • •• • • • • • • • • • I • •• •• • • • •• ••• ••• • • • ••• • •I• METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 i MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. 66 1• li TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • r. �� • • • • . �,• /o� • • • 4 "Wait ANCHORS EE ELAN. FOR SPACING • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • TYPICAL ANCHORS I SEE ELEV. FOR SPACING iTYPICAL-ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 (HEAD/SILL/JAMBS) ,THRU_113-7:BUCKS.INT—' OCONC..OR:BLOCKSJ 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) Ji14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTOZMETAL:STRUCTURES:(HEAD/SILL/JAMBS)2 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRODUCT as m I j eg a r eo 'lorida Coit, Acceptance; pbl1_/1_ Qk E'xpirueor. Dale p(1t141•Cti9 BY Ltn Z_ o Miami Dark Produce Comnd z Ot q� 41 I zoeRg fg Ct§ 0 a 2 reIJz3 QW u. g� IL 2 (to_JpL Q W W f F 0 WI o. U A `0- n 0 S 4 UPDATED TO 2014 YUD 4 V 8 oc drawing no. W09-20 (sheet 3 of 5 ITEM # PART / REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS REQD. GLAZING BEAD- 7/16" GLASS 6063-T6 - 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FlB-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SKIS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LTTE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON SEE SEPARATE NOA EXTERIOR • ••• • • • L. O. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS RECT. OR SQUARE WINDOWS • • • • • • • • • • • Y• •• •• I • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • •• •• • • • •• •♦ •• •• • • • • • • • • • • • • • •IP• • • • • • • 1/4" MAX. • • • • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" THK. ALUM STRAP CIRCULAR WINDOWS CORNER DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE PRODUl i REVISED tl'<:nuY-i yir:with dui, Yii$rpia ;'ode eg,e:Qa(aa& —$P$21e1 2�1ao Mioni Dade Let CSn.ei MITER CORNERS ATE OF OR10P.•'' ' OVAL et NNN‘ 11/1111111'' 03 O`- c 'c m_ B 0 s5 O FAX (305) 805-5902 5 drawing no. W09-20 (sheet 4of 5 EDGED Q. TYPICAL ANCHORS SEE ELEV. FOR SPACING OM Mil ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE I' D 1 lj�i 1p_� 1.1 "{'zas TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING © •• ••• • • • • • •_•• ••• • • • • • •• ALT. I • • • • • p ••• 9 • • ••• ••• ••• • • • • • • •''��PP • • • S • • SEE ELEV�FQRR SPACING ••• • • • • • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • • •••• e ••• • • • • •ti•ti•••• • ••• • • • • • • • • • • • • • • • • • 1 • • • • • ••• •• •• •• •• • • • • • • ••• • • • s ••• •• • • • • • 1 • • • • • • • • r • • ••• • • • • • • • • • • • • r 1•••• • • • ••••1 • •• •• • • • •• 1`I• • • • ••• • • ••• • • • ••• • r' PRODUCT REVISED as cur,3plYing with the i luwda f,'ailciun;; Cnife AcceFt`_:rc Nia11-1IO . ZQ :xgi"a::aaDale o</.4/1014 BY _.Si r/�� :V_7,bQJz Miami Dad:. Pra.uc! :;cntre; 0 1 111 11111111/// �PD.!41y' %. 9P EN@F� 2 • TATEOF <yf, . ORID....... ECO-GUARD SERIES-300 ALUM FIXED WDW. (LM.I.)) a FAX (305) 885-5902 0 O n 0.1 V 0 33 NO CIW10E THIS SHEET UPDATED TO 2017 FOC 0 c drawing no. W09-20 sheet 5 of� Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ CORPORATION 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com 1 alfarooq©afceng.com Project Number: 86996-6103 Date Requested: 7/11/2018 12:55:42 PM Client: ADRIAN LOSA Alco windows and doors 9550 nw 12 st unit 16a Dora!, FL 33172 Mailing Address: ADRIAN LOSA Alco windows and doors 9550 nw 12 st unit 16a doral , FL 33172 Project Address: 1700 NE 105th St APT 209 Miami Shores FL 33138 Job Name: Lesly Naghib Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Flat Mean Roof Height 55.00 ft Elevation of Opening 55.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.29 Velocity Pressure Coefficient (Kz) 1.29 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 86.1 psf Velocity Pressure (Qz) 86.1 psf Gcp Zone 4 +0.90, -0.99 Gcp Zone 5 +0.90, -1.26 Gcpi +/- .18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2018 , Copyright Al-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) 10 Zone 4 +55.8 -60.4 Zone 5 +66.8• -74.4 ZONE 4 C1 ZONE 51 U t-I d d eH • • •••• • • • d=10% OF•L1AS1• HORIZON' IWAENSION HEIGHT "H" •OR FLAT ROOF IS THE PEAK HE1vite. bi' •1`-1E ROOF • • •••• • • • • • •••• • • • • • • • • •' • • • • . • -•_. • • • • •• ► •••• l-N••••• •�••• id ••�✓iiv� • •• •• •• • • Valid dh1j/.11,fth EngirrArt Seal •••• •• • • IN• li j• •- • tie .iitr • �•... A .• Ear -,,.' '• • CAN (EB) #3538 • • • • • • •• 7/11/2018