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WS-17-839 PermOy -34 7-839 Miami Shores Village r7t7ft 7Pe: Uinrlo ` hutters 10050 N.E.2nd Avenue NE 6rk 0/e6 ftiadon.Window/Door RePlt cern Miami Shores,FL 33138-0000 ; Permit Status,'APPROVED bpPN` `� Phone: (305)795-2204 - I Expiration: 1 /1 / 1 "gatedlt3/ t) 7. _ Project Address Parcel Number Applicant 45 NE 98 Street 1132060131130 Miami Shores, FL Block: Lot: JAVIER ZAYAS Owner Informatlon Address Phone Cell JAVIER ZAYAS 45 NE 98 Street (305)318-6738 MIAMI SHORES FL 33138- } 45 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 HAMMOCK GENERAL CONSTRUCTIC (305)298-5150 (305)298-5150 - Total Sq Feet 0 Type of Work:REPLACEMENT OF 17 WINDOWS&2 DOORS Available Inspections: No of Openings: 19 Inspection Type: Additional Info:REPLACEMENT OF 17 WINDOWS&2 DOORS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-3-17-63468 DBPR Fee $4.35 DCA Fee $4.35 04/19/2017 Credit Card $281.70 $50.00 Education Surcharge $3.00 03/28/2017 Credit Card $50.00 $0.00 Permit Fee $290.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $331.70 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 AFFI AVI I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction he above-named contractor to do the work stated. April 19, 2017 ractor / Agent Date Building �epa�rrttm�entCopy April 19,2017 1 -7L X-1 �305� 318 - Cv�3r { q Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 MA 2017 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014-6 BUILDING Master Permit No. WS _g3 C7 PERMIT APPLICATION Sub Permit No. XBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A (� T CONTRACTOR DRAWINGS JOB ADDRESS: W� /V(F, I O 1 City: y Miami Shores 1 y� County: Miami Dade Zip: Folio/Parcel#: 1 I` -y-M-013- 1 I�!JV Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: C65 Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Simp` ld le/Titleholder): . Uy' Z�Y�� Phone#: -4®9=3 1&—&-73/v Address: ►�l`� % T_ T City: Agin , sbi-�, State: I' (- Zip: Tenant/Lessee Name: Phone#: Email: �af101lN� • [o^�l CONTRACTOR:Company Name: MAMM®c� &t^'944 f:ASM/GPy'% Phone#: a05--Z' P41` -2) Address: 131,922 Sa LQ —70 PL City:JSW AdAdkJ State: F11 Zip: Qualifier Name: AASOF4 Phone#: State Certification or Registration#: r(r( 15-21 71!)7'1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: / //V//v odwi rqwls TD Specify color of color thru tile: Submittal Fee$ 50 l�� Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State 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: 1 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. Signat Signature Y OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of mo- 1 a ,20 1- by 2 -7 day of��[��A�� 20�, by ULQ ZC l J s. who is personally known to S' � 6(�111�O�-�''V who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: �r,� BROOKE L.Lowy a`"ar��°a BROOKE L.LOWY � �o MY COMMISSION#FF954617 i° MY COMMISSION#FF954617 EXPIRES:JAN 26,2020 EXPIRES:JAN 26,2020 " Bonded through 1st State Insurance Sign:ALBo1ndeed hrou h 1st Sign: Prin . L l� Print: l� Seal: Seal: earrraaseeaa**arssaraeeeerraa raws�ws+xa+�xw*�a��*wa*�.+e*w�tx*��ex��awnwre,�*��aa�aa�aaqv�wa�*xr**awm+��u+r*�r*sera APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 17850 SW 70th Place Southwest Ranches, FL 33331 305-298-5150 a 954-448-6738 Jason@HammockGC.com HAMMocK Chris@HammockGC.com GENERAL CONSTRUCTION,INC. Cate: 3/21/2017 Stateof ��- County of Before me this day personally appeared � ,N-YN SC�Nwho, being duly sworn, deposes and says: That he or she-will be the only pers.'Q�{n� working on the pr ject located at: 45 � "1�5 ZT MIAMIL -bRO W6,T7 3�13 5 sworn to ( or affirmed) and subscribed before me thisaday ofo . 201-7 bcr� pr---- Personally known ./ Or produced Identification BROOKE L.LOWY MY COMMISSION#FF954617 EXPIRES:JAN 26,2020 Bonded through 1 st State Insurance Pr' pe S amp game of Notary ♦5�izc.iq,,'r p some oM7 Miami Shores Village Building Department Rte' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of ' an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Sign Owner State of Florida County of Miami-Dade ff '' The foregoing was acknowledge before me this day of YC'b t ,20 1- . Bye, u 1-erG� ,� C� who is personally known to me or has produced as identificati •zBondedthrough BROOKE L.LOWY MY COMMISSION#FF954617Not EXPIRES:JAN 26,2020 1st State Insurance SEAL: Miami Shores Village Building Department sell 8 "us 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 0R11)p' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 6 1 v? nn 4Quaier Owner Signature Date Print arae BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 DBA: 12 HAMMOCK GENERAL CONSTRUCTION INC Receipt#.GENERAL 180 1000NTRACTOR (CERTIFIED Business Name: Business Type:csNFRAL CONTRACTOR) Owner Name:JASON HAMMOCK Business Opened:03/17/2014 Business Location:17850 SW 70 PL State/County/CerUReg:CGC1522077 SOUTHWEST RANCHES Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JASON HAMMOCK Receipt #ICP-15-00021155 17850 SW 70 PL Paid 08/26/2016 27.00 SOUTHWEST RANCHES, FL 33331 2016 - 2017 ............ +�.. .+. v VNI tTq/ I X0%Al 0 W'%l 10%Ilk Ir•t-9- TA V Ar-f�rll'11'.. 4 •,D f"A Nb�¢ JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 4/18/2016 EXPIRATION DATE: 4/18/2018 PERSON: HAMMOCK JASON R FEIN: 464740144 BUSINESS NAME AND ADDRESS: HAMMOCK GENERAL CONSTRUCTION INC. 17850 SW 70TH PLACE SOUTHWEST RANCHES FL 33331 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR-PROJECT CONTRACTOR MANAGER,CO Pursuant to chapter 440.05(14),F.S.,an officer of a corparalwn who elects exemption from the chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter Pursuant to Chapter 440 05(12),F.S.,Certificates of election to be exempt. apply only within the scope of the business or trade listed an the notice of election to be exempt Pursuant to Chapter 440 05(13).F.S..Notice of electron to be exempt and cerfihcafes of election to be exempt shM be subject to revocation if,at any time after the frlmg of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2•DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 OUESTIONS?(850)413-1609 �! (��p1�`f#S'a�7�s�i3`TaR#.3`IryS454�11�a7� cs .lxrs.r r ate,w "OR*-*s^4+ -am1"W"sv r* STATE OF•FLORIDA DEOARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 HAMMOCK,JASON HAMMOCK GENERAL CONSTRUCTION, INC. 17850 SW 70TH PLACE FORT LAUDERDALE FL 33331 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and : STATE OF FLORIDA Professional Regulation. Our professionals and businesses range DEPARTMENT OF BUSINESS AND from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. w, PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGC1522077 ISSUED: 07/04/2016 to serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more CERTIFIED GENERAL CONTRACTOR information about our divisions and the regulations that impact HAMMOCK,JASON you,subscribe to department newsletters and learn more about HAMMOCK GENERAL CONSTRUCTION, INC. 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 sere your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.488 FS. and congratulations on your new license! Expirahon dale AUG 31,2018 L1607000011738 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD zi CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/08/2017 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 policypes)must 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 CONTACT Jennie Duke South Shore Insurance Inc. PHONE 772-426-9973 FOX 561 370-7023 901 SW Martin Downs Blvd AE-MAIL nnhriennie@southshore-insurance.com Palm City FL 34990 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Lloyds of London INSURED INSURER B: Hammock General Construction,Inc. 17850 SW 70th Place INSURER D: SW Ranches, FL 33331 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION 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 TYPE OF INSURANCE ADDL UBR 91-ICY U B R POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE ®OCCUR DAMAGE TO RENTED $100,000 ATMT007018 03/27/2017 03/27/2018 MED EXP(Any one erson) $Excluded PERSONAL&ADV INJURY $1,00,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 X POLICY[7PRO JECT ❑LOC PRODUCTS-COMP/OP AGG $1,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ncident� ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED 1 1 RETENTIQIL_ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N ANY PRO PRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDE D9 N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS Belo E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be adadmd H more space is required) General Contractor -LIC#152077 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave, ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores„ FL 33138 AUTHORIZED REPRESENTATIVE @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CER'nNIFICATE i 1LI i INSURANCE -DATE(MM/DD/YYYYI 03/08/2017 THIS CER71FICA-TE IS ISSUED ASA 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(Sb AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: ff the certificate holder is an ADDITIONAL IN URED,the policy(les)must be d orsed. If 9l1BROGATION IS WAIVED,subject to the termsand conditions of tip policy,min 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 Jeri Duke South Shore Insurance Inc. P"owE 772-426-9973 FAX 561 370-7023 901 SW Martin Downs Blvd E-MAIL 'envie@southshore-insurance.com Palm City FL 34990 RER(S)AFFORDING COVERAGE NAIC# INSURER : Llo ds of London INSURED etim 9: Hammock General Construction,Inc. INSURER C: 17850 SW 70th Place w u ER D: SW Ranches,FL 33331INS RE INS ER F: COVERAGES CERTIFICATE NUMBER: REVISION 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 TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP LTR POLICY NU B LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A CLAIMS-MADE ®OCCUR DAMAGE TO RENTED n S100,000 ATMT007018 03/27/2017 03/27/2018 MED EXP(Any on ran) $Excluded PERSONAL ADV INJURY $1,00,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 X POLICY[�]JPERCOT- 1:1 LOC PRODUCTS-COMP/OP AGG $1,000,000 QjHFR S AUTOMOBILE L11A0RJ Y COM61INE0 SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIARUR C OCCURRENCE EXCESS UAB HcoaflMS-MADE AGGREGATE WORKERS COMPENSATION I STATUTE � IFR PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ E.L.EACH ACCIDENT _ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE If yas,describe under UE 9 bel W E.L.DISEASE-POLICY LIMIT DESCRIPTtD*OF OPERATIONS/LOCATIONS/VISI(ACORD 101,Adddlonat Rimnairim Scttedede,may be atm It mon:space is re*dred) Certificate holder is listed as additional insured. CERTIFICATE HOLDER CANCELLATION Plaza 15 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 SE 15th Street ACCORDANCE WITH THE POLICY PROVISIONS. Fort Lauderdale, FL 33316 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD kAMMS - ENGINEERING, [N.C. Kd = .85 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior&Exterior Zones (4845 -Walls).Positive Pressures Exposure C For the .175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri 6tary Area in Square Feet Height 10* 20 3Q 40 50 60 (Maximum) A 0.95 0.92 0.89 0.88 0.86 15r"40.4 ,i 38.5 37.5 36.7 36.1 35.7 20 42.7 '40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39,4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2- 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures • • Ex osure.0 Forthe 175 mph Wind Zone CA4"•EGORY!W-: ••• Effective Wind Area or, Td utary Area in S At`e Feet ' ••• Height 10 20 30 40 •.50.• : 0.60 ...� (Maximum) -1.10 .-1.05 -1.02 -0.99 Q96: .•• 40660 15 43.8 .42.0 -40.9 -40.2 - - 9.1 •; 20 -46.4 -44.4 .-43.3 -42.5 :4f.9 . -4.1.4 ..r 25 -48.4 -46.4 -45.2 -44.4 :-43.8 • -412 . .. 30 -50.5 -48.4 -47.2 -46.3 40 -53.6 -51.4 -50-1 . -49.1 -48.4 -47.8 - 50 47.8 -50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 i 60 -58.2 -55.8 -54.4 53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone.• CATEGORY 2 Effective Wind Area or, Trii utary Area in Square Feet Height 10 20 30- 40 50 60 Maximum ;.cm -1.29 -1.23 -1.19 -1.15 -1.13 J-5 4. -50:4 -48.3 -46.8' -45.6 -44.7. 1 20 -57.2 =53.4 . . -51.1 -49.5 ' -48.3 47.3 ` 25 -59.8 -55:8 . '-53.4.. -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 `-53.9 -52.6 , '-51. 40 -66.1 -61.7 -59.1 -57.2 -55.8 MAY 50 -69.3 -64.7 -61.9 -66.0 -58.5 60 -71.9 -67.0 -64.2 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 h,'wrhiche r is er, 1 but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof h fight i� feet). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. i D►�rel �e '. .��►vt r- >�. Z�\y��. 0 as 0 qDWkS$ P s ,sim st7 �p • • • • e • 'Z/ •�v}e � I :�.. !. �� re9 7 . I ®7 ""A 1Q671q 0 �° f • •• • �••a/.7 . . . . . . . O CC:�,IPLI'�ICE • s•• • • e •• • ( q� g� WI�HAI_L FEUER,4L i i e•• s i tj�l7 Z � . �...• .: "7 .•��_ Q" � � !` �� AN Ni ( I fw • • • ice• •• H.L SANDF�ECULATi � � ��s � { �' 1 PAY, -- O JS� 1 t ` m �. 3� x �p :�� L4;3 e ¢ 1 ,-62 �,t s j �r 7 A, 51 70 -7y;3 OVA . ! 6-OL2 .21 t �Cl� (A X LAM; qi� s44 I _ � . - tr t ->2 x 12 ci t _ �° ''� tb �2x b 5". a . F ,s !b_n6�9,►�t l.A�►�a� I,.s� N.J14,Zi.. 19 LAM-7114 Tt-O i 167 L J 7 _e 15-o� �. 02 . �� 4aj� T9 it lie MASrr e 3F Nom Maio ma CAS �+ le MIAMI•DADE MIAMI-DADE COUNTY NOM 10 a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADML41STRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA .miamidade.sov/economy Eco Window Systems,LLC ' 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product.or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I� • APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Ho'r&►Ming .... Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/1'9%15 prepgred by.Al- • Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami'Dh46'County6"rdtlttct :***0: Control Revision stamp with the Notice of Acceptance number and expiration date fij jfie Miami-bade ...... 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 log'6, pity, stiftL;':' model/series, and following statement: "Miami-Dade County Product Control 4ppro'ted", upless.otherwise• • noted herein. RENEWAL of this NOA shall be considered after a renewal application has bees filed and thgre has been • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and .followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises NOA#14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. I5-0728.05 CM11AIM*D�ADECOUNTY Expiration Date: May 27,2019 Approval Date: September 03,2015 Y81,144115 Page 1 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum.Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 02/24/09,with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 20t794 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA#14 0317.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TA&%02-94 3)Water Resistance Test,per FBC,TAS 202.94 .• goes** e e s e e 4)Forced Entry Test,per FBC 24113.2.1,TX-9202-94 .• ; • along with marked-up drawings and installation diagram of a=C alumiiiW horizontal sliding window,prepared by Hurricane Engineering&.Testing,Ing.,Test;••••; Report No.HETI-08-2226A, dated 01A5/09, signed and sealedCan&db.F Font,.:.. see... ee ..... P.E. .a. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS:�O;N.4 ...,;. 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94: along with marked-up drawings and installation diagram of a KEN alum i mjn: �•e•• horizontal sliding window,prepared by Hurricane Engineering&Testing,InV,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03.12.08) Manu. ere ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcorrrnvuml 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) b. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, 'TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 sees 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94•....• .....* along with marked-up drawings and installation diagram of a NOA alumixum. horizontal sliding window,prepared by Hurricane Engineeritlg cS gTesting,1 ,Test ... •• Report No. HETI-08-2229,dated 01/15/09, signed and sealed D Candido V Font, .... P.E. .... .. ..... (Submitted under NOA#09-0312.08) • • ...... .. . ..... 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS•20 x494 ••• • Does:* 2)Cyclic Wind Pressure Loading per FBC,VAS T3 -94. '• •• • along with marked-up drawings and installation diagram of a XOX alu+";m . horizontal sliding window,prepared by Hurricane Engineerin9•8c testing,Jna,Test"": Report No. HETI-08-2230A,dated 01/15/09, signed and sealed by Candido I' Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manuel P ez,P.E. Product Control kxalfiiner NO No.IS- 728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51 Edition (2014),dated 07/08/15,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.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 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} and of no financial interest,July 8,2015, signed and sealed by Javad Ahmad,P.E.'....• ...... G. OTHER 6.66•• •• •• 6699•8 1. Notice of Acceptance No. 143-0317.01,issued to Eco Window Aystems',LLC for th v•• Series"Eco-Guard 200"Aluminum Horizontal Rolling Wind;Owe 6Vprovej 6.6 on 04/10/14 and expiring on 05/27/14. ...... .. . ..... .. .. .. . ...... 0 sees 00 . . . . ...... Manuel a z,P.E. Product Contr 1 aminer NOA No. 5-0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 72' �• ••• 1.•••DTH (4)(2) ANCHORS AT MTG. STILE ENDS T1P. V WINDOW WIDTH • • • • • • •WIIIDOW WIANCHORS REQD. FOR SIZES AND LOADS � N • • • ••• • • • MARKED WITH '+' ON SHEET 2 ONLY I 3 1/2" MAX. 4" ,Q 3 1/2" MAX. • • ••q0 6/8i' MIQf. • ••• Ffv, r O " HEAD/SILL t HM/SILL I 3 n 8 CORNERS • • A CORNERS • ••y $ �` • • •it• l •• �? t iL N o • • • • • —� ••• ••• • —� �c �I I� JI I� �I I� b ' : H/ •�L �. jean Q r`i °v. � eD � I I %/ j l 4 I I %i 11 4 �� + `� i0 � �� 4 • • 1 %� I' : �� v�� c it�Ii ii �� 8 I B I It I I— / B . 3 3 V i IN i i J FALSE MUNTINS 31 1/4" 32 3/4' FALSE MUNTINS 32 3/4' 32 3/4' (SURFACE APPLIED MAY BE USED D.L. OPG. D.L. OPG. (SURFACE AY SE I'M D.L OPG. D.L. OPG. v 35 3/8" 36 7/8' ECO—GUARD SERIES-200 w vENT WIDTH VENT WIDTH ALUMINUM HORIZONTAL ROLLING WINDOW TYPICAL ELEVATIONS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o M a CHARTS SHOWN ON SHEETS 2. fel, Z -� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE 1 3 z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O d EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U;:19 MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. E W of 2 F LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16"AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY B HURRICANE ZONE (HVHZ). utu Interlayer 09 Interlayer 090' Interlayer R Z R Butocite PVB SentrtryGlas Butacite PYB WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER By 'Kuraroy Americo, Inc.' By 'Kuraray America, Inc.' By 'Kuraroy Americo, InLOADS TO THE STRUCTURE 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS i/6' HEAT STREN'D. GLASS t/8' HEAT STREN'D. GLASS 1/8' HEAT STREWD. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. o„ GE SCS 2000 F. GE SCS 2000 ST. STEEL y q m z z A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. c 1 SILICONE ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. 70 io I! f DOW 899 a m o o W 22 22 a MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ° n REQUIREMENTS OF THE FLORIDA BUILDING CODE. 4 ii 43 i i 23 23 Entln��M 1�M+10 PRADUCTRBVISEM m complying with dw IFLA.PE rlolttte 10 10 VCAN. 36 2 FkAlAaodplenco No{ •0 V2g8 imli29 WIDER THAN 1/4 36 ONON LY ES 9 AT 1/4 POINTSWIDER THAN 36�ONLYES 29 AT 1/4 POINTS SETTING BLOCKS AT LAM. GLASS AND INSUL LAM. GLASS M. eProductC. drawing no. ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE `A' GLASS TYPE 'El' GLASS TYPE `C' 2015 W09-12 GLAZING OPTIONS sheet of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY PSF a(XOXi SIZES) • • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) �V N 11/0 REINF. WITH REINF. W/0 REDIE+ • • VITHOREINFP • • W/O REINF. WITH REINF. Ia 1 GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPII. GLASS TYPE 4LAW TYPE& • GLASS TYPE' GLASS TYPE GLASS TYPE WINDOW DIMS. A A' H' 'C' WINDOW DIMS. A 'A' • 0 '1!0• 0 40C' • •• WINDOW DIMS. A WIDTH HEIGHT EXT.(+) INT.(-} EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) ANT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 2fi" 9 70.0 80.0 80.0 90.0 70.0 80.0 1 0. 37" 26" 4W 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 .9 jl 9a 70. 0 80. •� 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 C O 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 1z 70.a 0. !� 9D. lob X0.0 • 111" 12 70.0 90.0 80.0 90.0 70.0 80.0 0 u 74' 8 70.0 80.0 60.0 90.0 70.0 80.0 74' 9 70.0 e • 9S0 70.00 90.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8' • 38-3/8' O u 26-1/2" 4 _ 70.0 80.0 aO.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 90.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 d 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 2 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 0801 90.9 4v 400.4 0 74" 50-5/8" t0 50-5/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 80 0 84 9100. .0• .0 •• (5) Q t- 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 0 8013 9 .0 1d!0 60.0 74" 63' Go • 6 9 70.0 70.0 80.0 90.0 70.0 80.0 4 0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.4 8ob 90.4 110.00 64.4 •• ( ) 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 los-1/a" Vis) 12 70.0 70.0 80.0 92.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 us z t�0- 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 70.0 80.0 80.4* 700 80.0 84" 24' 9 70.0 80.0 80.0 80.0 70.0 80.0 Q Z H 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 lu.t 37" 63' 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 s U o 74' 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70,0 80.0 80.0 90.0 70.0 80.0 84' 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 J 24" 4 70.0 80.0 80.0 90.0 70.0 60.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96' {4) 12 70.0 80.0 80.0 90.0 70.0 80.0 0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 z 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 0 N 60' (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96' 12 70.0 70.0 80.0 90.0 70.0 80.0zr w 24" 4 70.0 60.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" a0 9 70.0 70.0 80.0 90.0 70.0 80.0 to 1` 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 96" {5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 106' 12 70.0 80.0 80.0 90.0 70.0 80.0 �i O 0- (4) r'1 N (4) A = NO. OF ANCHORS PER HEAD & SILL o - 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB z w 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 Be 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 3 24" 4 70.0 80.0 80.0 90A 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 70.0 80.0 W 36" 4 70.0 80.0 am 90.0 70.0 80.0 108' 12 70.0 70.0 80.0 87.6* 70.0 80.0 � V 48" 45) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL $ W 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB O 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF {t/4W) {1/2W) (1/4W) 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS l W. 4 _ 70.0 80.0 80.0 90.0 70.0 80.0 ' 8 4g" �6) 6 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 70.0 70.0 80.0 90.0 70.0 80.0 {7/3W) (1/3W) (1/3W) g S R 72' 8 70.0 70.0 80.0 87.6 70.0 80.0 j OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH v A = NO. OF ANCHORS PER HEAD & SILL y o ( ) = NO. OF ANCHORS PER JAMB z ' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF 'XOX' 011 WITH (4) ANCHORS AT MTG. STILE ENDS in NOTE: o ? OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE •5 a g o o ^o BASED ON ASTM E1300-09 (3 SEC. GUSTS) °�' 0 a W o o W 'XOX' AND FLORIDA BUILDING COMMISSION C j DECLARATORY STATEMENT DCA05-DEC-219 0 Engr:JAVAD AHMADra CML PRODUCT REVISED FAA PE p 70592 as complying with lha Florida c ' CA .'3538 Building Code ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Accept on -o 1S-O �of� a LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ( Ex iralionData l+r+IOJ FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2 0 2Q%y o 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mi i ado drawing no. SEE SHEET 3 FOR DETAIL. W09-12 sheet_20f 7 TYPICAL ANCHORS • • ••• • • • ••• \\ V v SEE ELEV. EOC DK� i- N1BY % •• • • • % •• •WOOD DUCK FOR SPACING M�� • : • • • • • • •d .Q . aSTRUCTURE • • I� E OUNT1'•gp�I�O�EpEDGFn.DIST:' EDGE DIST. • • LubN°'�& IUL N;;a.R�iS 0SEE SEPARATE NOA • n EDGE DISTO •.", • • • • • • •• • p • • • L flSpl O17 • • ••• • • • X a1 LL A 42, � 18 ern � �� •• • • • ••• s• (9 1 . • • • •• • 0 41 � _ 9 TYPICAL ANCHORS i • • • • ••• •TYPICAL ICHORS TYPICAL ANCHORS M O SEE ELEV. •• • • • • • ✓w Fi.GV• SEE ELEV. it �+ FOR SPACING FOR SPACING FOR SPACING LLQ w N 2 W ri F r WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. o y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U --I WEEPHOLES: TYPICAL ANCHORS: SEE ELFV. FOR SPACING G° W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) W AND 37" O.C. MAX. �L i* (YI i INTO 28Y WOOD BUCKS OR WOOD STRUCTURES = w LL d SEALANT 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) N w CL a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY M JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 0 I W 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) _ZtJi I DIRECTLY INTO CONC. OR MASONRY Z li 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O t_3 ,I 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) �' #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 'I INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL . 1/8" THK. MIN. (Fy = 36 KSI MIN.) o ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) N o 2 14 75 t6 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED} o 4 0 0 TYPICAL EDGE DISTANCE y INTO CONCRETE AND MASONRY = 2--1/2" MIN. �_ 2 1 (nN �.t INTO WOOD STRUCTURE = 1" MIN. 18 ; �' a INTO METAL STRUCTURE = 3/4" MIN. 13 x i�r �¢ c . M€3 `' nam O �Q �O gg ° cm B 3 c7 ' WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. • °g c S o S 3 1"n N x CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. id rn C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm 2000 PSI MIN. 26 1 I m 0 Engr.JAVAD AHMA0 4: b o PRODUCT REVISEDCrAL a e d4 4',q 4 FLA PE 70592 ag complying with Iha F od& g g I CAN. 538 building CadaAcceplance o ....a': ..d .. ,� 4 O. 4 - ,`l ( EX lfa{l DBLC b W j 1 TYPICAL ANCHORS :v 18Y I - a. TYPICAL ANCHORS By 0 SEE EUX. SEE ELEV. drawing no. ^ W1 FOR SPACING WOOD BUCK FOR SPACING MIS W09-12 EDGE DIST. EDGE DIST. sheet 3 of 7 rt 4" v U • **SHIMS ••• •• •• • O •• �� n 1/4- MAX. �\ • • • • • • • • • SHIM O { I) i O • • • • • • • 8 \J 7 5 i i '.i •40 TUCKS: •i• Z j 21 0 � TYPICAL ANCHORS 17 v v TYPICAL ANCHORS �" 2 � zd SEE 1 _ _ _ d SEE ELEV. tooTOR SPACINA •••FOR SPACING 25 •• p a17 20-----SCREEN OPT. ----^-- --_-- - _ • •• •• C& S 20 IL •17 ••4STEEL REINfORCINGIIIYYYYYY yjAS REOD. ' 2STRUCTURE SEE SHEET 2 FOR CAPACITY J ZnZ NMN_ WINDOW WIDTH Q W d f XO LAYOUT rn 1/4" MAX. " 1/4" MAX. VENT WIDTH VENT WIDTH SHIMS z SHIM D.L. QPG. D.L. OPG. 1 BY C 2 D WOOD BUCKS O 8 � TYPICAL ANCHORS = }WLZ 7 17 v.v SEE ELEV. U1 c0 u 1 /2• _ ___ _____ � -- - --= 25 I y 0 r I NOR Z 3L 17 ----SCREEN OPT ----- _ -__ "--- _ SCREEN 0 ----------- ° 0 `r p 20 =_ o I u w J 27 � ,d W -- 8 17 e --\ 4 11 12 STEEL REINFORCING o D.L. OPG. AS READ. EXTERIOR SEE SHEET 2 FOR CAPACITY a a ti WINDOW WIDTH o W ' TYPICAL ANCHORS XOX LAYOUT o$ o Z N SEE ELEV. r,m as o FOR SPACING g 3 LL o MWMI-DARE COUNTY 0e i APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING O r a m o a W - _- --- Engr.JAVAD AHMAD PRODUCT REVISED •e _o CIVIL os complying wUh dw Florida CCAN.35388 N FLA.PE 6 7Building Cade a Q _.. Acceplonce _ - --------SCREEN OPT. Ex iralioaDatcR to -`o JU 20{5 Mi- ale Browing no. WINDOW WIDTH WINDOW WIOTH W09-1 2 sheet 4 of 7 v � U EDGE DIST. METAL •• •• • • • •• •• • � N STRUCTURE • • • • TYPICAL ANCHORS EDGE • • • �1AI�DADE OUN� APPROVED o SEE ELEV. DIST.— { • • MLLN & ULLISIi�.ANCHORS a FOR SPACING ` $ E I L 0 � O �` O o J EDGE �'� v a. DIST. a eq- a • ••• • • • ••• d • • • O • � -J U N �g • ••• •• Igo O28 \N 26 s\N 28 C rt ALT. ^•• • • • • ••• • IL • e • • • • • • �gM401 • ••• • • • • •• • • w • • • • • y�OrOe� • . . . . . a W 7 LL F7SEE AL ANCHOPk? • • • • • •• •• TYPIGAL ANCHORS ELEV. SEE ELEV. {{, Z SPACING FOR SPACING g pJ QWrLF O J m o I 3 0 u g W [n Ln Do to 1/4" MAX Z 3�` 00 SHIMS ALT. 3 Z 2e Od TYPICAL ANCHORS SEE ELEV. W FOR SPACING d 0 10 LA v ° oM TYPICAL ANCHORS a SEE ELEV. FOR SPACING 8 c 'a z N d OHM oO 0 o a z z � a ° 2 p © •� $o o s' o ALT. camciow O i 28 ° INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr.JAAD AHMAD PRODUCT REVISED 9 CIVIL _ .. FIA. PE 70582 as complying with dw Fimida N C.0. ,3538 6uildingCodecc Acceplan NO 660 h �p o imdunDate D' By C JU 2+71Jr _ drawing no. EDGE DIST. W09^1 2 sheet 5 of 7 2.750 1.067 • • JPAT•# •gUrT&TY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� w :*.o: • •• • • FRAME HEAD 6063-T6 a s • s • • • �- 3/18 r1. • • •• 2 • FRAME SRL 6063-T6 - 500 715 1.434 • • 0,90 • � • 04106 S91 TRACK INSERT 5063-T6 Z 813 iv iv 4 FY205 AS REQD. MOV. FRAME JAMB 6063-T6 - J 062 SEN � ® 5 FY101 AS REQD. FIXED FRAME JAMB 6063-T6 - 1'718 • ••• FIXED MTG. RAIL 6063-T6 - a. L_ 062 • • • 6.'. W G4 • / • 3.249 1.140 • • • 7 • VENT INTERLOCK 6063-T6 - 12 11 • • � 0,10 ••• 8• Ah / JAMB STILE 6063-T6 - O t< L VENT TOP/130TTOM RAIL STEEL REINFORCING 9 FYID7 2/VENT TDP AND BOTTOMRAIL6063-T6 - 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - a~i 2.095 1 250 .519� � .130 •• • •1 OA f►Yi 10 •••AS QEQD. GLAZING BEAD {INSUL. LAM. GLASS} 6063-T6 - g 00 1.1401.610 Kf� f •• i •11• • •-• •• JEOD. REINFORCING BAR STEEL - r C 5 • .0453 : : •12• • L ASR D. REINFORgNG BAR STEEL - � WFRAME HEAD • • •13 PY2114 •• As@WEQD. ADD-ON SILL RISER 6063-T6 USE AS REQD.1.140 2.246 .047 1.047 14 FY208 4/VENT ROLLER HOUSING & GUIDE CELCON - j z 062 15 FY209 2/VENT ROLLER BRASS 1.140 d}d -1.610 16 FY210 2/VENT ROLLER PIN ST. STEEL - 11 7g 10 GLAZING BEADS 17 #8 X 1- AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344-d18 #8 X 3" 2/VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS V o 8 19 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAS $ J OB JAMB STILE 20 0300TI90 AS REQD. BULB SEAL Q-LON SCHLEGEL 1058 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6515 (�) �I^-2'063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6515 & W 11 3.876 I 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWEj '078 2.501 24 SL203P 2/VENT SWEEP LATCH - SULLIVAN & ASSOC. L 25 08 X 1/8" 2/ LATCH LATCH INSI', SCREW ST. STEEL OH SMS V) N 1'140 082 1.340 26 WA2L 2/WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS g 3 to M N 27 - 1/VENT 5/16' BOX SCREEN - OPTIONAL `i 0 o . 1 500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL � Z_ L F"-2.750 1.344 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 8015 SHORE A o Z o �7 MEETING RAIL 0 a v Urw � Oz FRAME SILL w rn M 2.188 r. 1.314 250 1.422 1.202 a$ .340 .312 _062 pu o pn aa_ 0[ N z N .062 0 R � o 1.375 o �3 SILL TRACK 0m 6 FIXED MTG. RAIL .500 1.1871 0 g o 0 0 0 .062- Fuca moow 062 O m o -- 2.750 2.812 2.812 2.750 2.6888 Engr.JAVAD AHMAD PRDDUCFgwith ID � a c CM � L complytngx4@+d1aFltlrMa 062 F C PE. 3638 92 Building(ode o _ Acceptance No 11% irntion D�Cwl �°. .500 .768 v v` u / ByO .874 988 , Mia t Dade drawing no. 1.687 1.888 2.611 Ott►. 1a W09-12 ® MOV. FRAME JAMB FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER sheet 6 of 7 • • •.• ••• %• ••• �l WN 17 s• •• • • i i •i• i • i .i• Z n W J i �a a. ... • .. . �.: 0 IgoIIg o 000 00 8L2 0 o�� • • • •• • J Off_ 0 J 1O FRAME TOP CORNER z fN Co W VENT TOP/BOTTOM CORNERS u;L i* u- } w In ,h 8 O , in i Z $� 5'ZL J w;,W /- C 0 0 w •ao V zq z % zoo z 0 X, :; gssss � 6 Q m U D W O Engr. JAVAD AHMAD PRODUCT REVISED e CML .m complying with On r1wift iv FRAME BOTTOM CORNER X92 13uiidingCode o _ Acceptance No g.05 b Bx iralianDste a9 18 By o i g 0 ZaSS drawing no. W09-12 FIXED MTG. RAIL CORNER sheet 7 of 7 MIAMI-I]ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamldade.>roy/eeonomv ECO Windows Systems,LLC 9114 N.W.1061h Street, Medley,FL 33178 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08 Rev C,titled"Series 600 Alum Ogtsw%g Entme gg:3oor (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,Qz.Wd W./13/12.andlast revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-D&6 County Qratlu t Control.:. Revision stamp with the Notice of Acceptance number and expiration date by the Miami-acts County Product Control Section. .�' : • 0000 . .. 0000. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • Limitation: .. .. .. . 0000.. 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Do"Door DP ratings with. sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The•mA door lenf width shad••••• 0000. not to exceed 37". See locking options 1 &2 in sheet 771. : 6 6 :0666: 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and gthss type G_rWi4iited tb 00 Insulated laminated glass-*v/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other put-poses shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0603.13 MIAMFDADE COUNTY Expiration Date: March 20,2019 ' ' Approval Date: October 15,2015 lovas Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-40039 HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E.Droz-Seda,P. E. Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 0000 "•"' 1. Anchor verification calculations and structural analysis,complying withTBC-2014(th gdition), ' prepared b Al Faroo Corporation,dated June 02,2015,signed and sQ•�••Y Javad ad,PE •, 2. Glazing complies w/ASTMS-1300-02,-04&-09. 0000 :0000: 0000.. 00 00 0000.• 00.. .. 00. . D. QUALITY ASSURANCE • 0000.... .0000 0000 .. 1. Miami Dade Department of Regulatory and Economic Resources (REPe� •• •• •••••• 00000000.00 E. MATERIAL CERTIFICATIONS 0 00 • . . . . 0000.... 0000.... 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Ino. (Fdrmer E.I.DuPont:....: DeNemours& Co.,Inc. for the`Butacite®PVB interlayer", expiring on 12/11/1.6.*••; 00 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company(MA)(former Solutia, Inc.)for the"Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t'Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA. �lta4 , �4ah� haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 • • ••• • • • ••• t/ 0 ••• i I'A"rEA:S�I�D. GJASS 3/16" HEAT STREN'D. GLASS m 0 0 • 9�Interl•er 090" Interloyer I • • •• taoite PV� ••• Butocite PVB By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' O n 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS • • • • • 91L1CONE • SILICONE IL 2 z • • • •• D0� CO�I�MG 899 z m DOW CORNING 899 u • •� • • • • 26 ' +GL+� Q LL O\i 0 14 g 0 / III 8 III 0gi- r • ••�• •• II�I , If�I pl •. SETTING BLACKS AT LAM. GLASS a w y�1 O READ. FOR WIDTHS EXCEEDING 36" ONLY. �1 Lu t� —' NOTCH GLAZING BEAD LEG TO Q Z J CLEAR BLOCKS kl $ GLASS TYPE '131' GLASS TYPE 'G2' 0 J rn 1/8"TEMP. GLASS J 5/16"AIR SPACE 1/8" HEAT STREN'D. GLASS W M 090" Interlayer [[[F Saflex Clear And Color Glass W By 'Eastman Chemical Co.' z 1/8" HEAT STREN'D. GLASS O1 rn SILICONE o 0 o M N z m DOW CORNING 899 Z Ti 26 ST. STEEL Z w METAL SPACER d $ m 15 8 W W 01 J \ O SERIES 600 �� 4 35 SIUCONE ALUMINUM OUTSAING ENTRANCE DOOR /J \ SETTING BLOCKS AT INSVL. LAM. GLASS SINGLE LO AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS u a $ STAND ALONE SINGLE SIDELITE SEE SHEET 3. g SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. 0 o B LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' U is g APPLY TO ENTIRE SYSTEM. 9RODUCfREVISED rn 2 r too rilk the Florida v a DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION b"agC•M RESISTANCE IS REQUIRED. AwgssowN.1$-6La 1 p^^^� -�Cy�dd�I N N_N_ N_ Ok Dau 1 1 C oaf air THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 6�peYI p*prodwC_os" > � R S HURRICANE ZONE (HVHZ). °c a m a iBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 0 TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr:JAVAD AHMAO d g rlwl EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA. PE/ �as9a14 � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA.N. 3538 8 NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Jl- s A 205 � droving no. MATERIALS INCLUDING BUT NOT UNITED 70 STEEL/METAL SCREWS, THY AT W�2-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. . sheet � of 9 • • ••• •MAX. • • ••• ;6(j0 39 3/4" •• •• • s • •• •• • / • • • rY6"MAX.* • • • • 37 3/16" MAX. w FRAME WIDTH • • FIj4ME • • • FRAME WIDTH • • ••• • • • • ••• HEAD & SILL ANCHORS Z AT STILE ENDS 12' (4) AT 3' O.C. 12' 12" } a 5' MAX. MAX. • ••• • _••• MAX. N ti 5` MAX. • • • • • • • 5' MAX. d HEAD/SILL A r1lp HEAD/SILL • • • • • • EAD HEAD/SILL I� HEAD p p CORNERS CORNERS • • '�� ILL: CORNERS I F SILL Q VVV 1 I I • I I • • • •\• • • I I G d'a •11 0 •,•• • • 't •• • II A JIL/f • • • •• • 0 q1n LOCOR PIONS / ii LOCK OPTIONS (OPTION 2 SHOWN) / II �OPT10N2 SHOW H it Q SEESHEET 7.1 ==�=_=- II/ - SEE SHEET 7. FOR DESCRIPTION rs / yytf FOR OESCRIPTIO)tl \w \p II \w �° /IY � w a /'' m a to n x n �/ eD x r7 x n ).o ul II \ II II v II N II II W I— v w ltr7J/ co aM a — z�i 00 ACTIVE I INACTIVE ACTIVE c� 3 Z o SURFACE APPLIED m SURFACE APPLIED m SURFACE APPLIED w W rn 2 FALSE MUNIINS OR 26 15/16" I a FALSE MUNTlNS OR7 26 1566" 26 15/167 �d a FALSE MUNTINS OR 32 3/4' a n DECO BE USED D.L. OPG. '��c�i DECORATIVE GRILL D.L OPG. D.L. OPG. �c�i DECORATIVE GRILL D.L. OPG. fl MAY BE USED MAY BE USED 37' MAX. 37' MAX. LEAF WIDTH LEAF WIDTH W (XX) STAND ALONESINGLESIDELITE ° g DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SEE SHEET 3 FOR CAPACITY c SINGLE DOORS (X) DOUBLE (XX) m DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXi.(+) INT.(-) FRAME LEAF FRAME EXT.(+) INT.(-) m oDlic EVIS� q « m WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT nit w1th the FbrNh 39-3/4' 37' 1 98' 70.0 75.0b•�dletiCede 16' p�•13 °_ 76' 37' 98' 70.0 75.0 1Atrept••cs B>,pkyNNi Dele,�J�-i-n.a m `S o 0 ak d cam � •i� ♦� _ 4 J1w C••hd GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr.JAVAD AHMAD .B o O.LO. WIDTHCIVIL (X DOORS) = FRAME WIDTH - 12.813" FLk PEEJ5 0 92 0 O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 $ NOTE: 042015 GLASS CAPACITIES ON THIS SHEET ARE drawing no. NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION W�2-08 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05—DEC-219 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF •• •• • • •• •• • 148' MAX. �44ju w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS • ••• • • • TESTED FRAME WIDTH STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) • • • • • • • HEAD & SILL ANCHORS N SIDEUTE SIDEUTE SIDELITE SIDEUTE • • • • • • • • 000 AT STILE ENDS FRAME FRAME WITHOUT FRAME FRAME WLTHOUT WITH CLUSTER OF (4) AT 3" O.C. Z J REINFORCING REINFORCING REINFORCING 6" (4)ANCHORS WIDTH HEIGHT WIDTH HEIGHT AT HEAD/SILLORS 12" M.to $ INCHES INCHES EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) £XT.(+) INT.(-) 24 70.0 75.0 24 70.0 75.0 70.0 75.0 ••o5" MAW ••• ••• 3 • • • E N a �T�p��► HEAD O o 30 70.0 75.0 30 70.0 75.0 70.0 75.0 i 0�`1E • : ♦ _: A ��- SILL --- 0 V 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 • O • • • • X • 4 ~`� `� n•�y �o 37 70.0 75.0 37 70.0 75.0 70.0 75.0 _ 0 42 61.7 66.1 42 61.7 66.1 61.7 66.1 1 Il 5 24 70.0 75.0 24 70.0 75.0 70.0 75.0 •• • • • ••" • .• 4 30 70.0 75.0 30 70.0 75.0 70.0 75.0 •• • • • I I / I t \ a d 4 Q 66 -•s s • _ II / I I \36 66 • 70.0 75.0 7 70 75.0 70.0 75.0 37 42 61.7 66.1 42 61.7 86.1 81.7 66.1 jj- -- � 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I /i i E I I \ J ZvZ N c� 30 92 69.8 69.8 30 92 69.8 69.8 70.0 75.0 H 36 64.1 64.1 36 64.1 64.1 70.0 75.0 37 63.3 63.3 37 63.3 63.3 70.0 75.0 24 63.3 63.3 24 63.3 63.3 70.0 75.0 j.O ,+1/ 30 57.8 57.8 30 57.8 57.8 70.0 75.0 $o m-) I( I I�/ i I rn m 98 98 m o --JL__--- -- .1J----- 1 I ri v� 36 53.1 53.1 36 53.1 53.1 70.0 75.0 ----77----- \=---TI----- I I 37 52.4 52.4 37 52.4 52.4 70.0 75.0 {I \ I I v REINFORCING tI \ II / w II AS REOD. K OPO S n \It SEE CHART ===�L==== ===39==== i i #1 OR/#2 � Lel w 11 II\ I I (0 1 0 ) z W DO I I I I I I SE SHEET .1 to h I' G B j; \\ i j F DESCRI 0 INACTIVE O o � QQ cn 39-3/4" MAX. (SINGLE) - ' m L) W w SURFACE APPLIED w rn r SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" JE 'n DOOR FRAME WIDTH DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L. OPG. 10 MAY BE USED NOTE: 37" PRODucrRBws6D LEAF WIDTH •o famp1f1•g whk(ke F1ar14 FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDEUTE FRAME WIDTH 39 3/4" MAX. (SINGLE) Ae Code 39 Na 1 0 7- B LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76' MAX. (DOUBLE) K%dndM•Oat��I c R WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH l" yN` 2 a aY (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 GLASS D.L.Q. DIMS, N D.1-0. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" "' o� b° 8 D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438" o< m c 0 N O FMr.JAVAD AHMAD n Ij o CIVIL ev PE!P 70592 0 N.3536 NOTE: GLASS CAPACITIES ON THIS SHEET ARE , BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 A 20$ Wl draWin9 no. AND FLORIDA BUILDING COMMISSION 2-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 9/16" MIN. TYPICAL ANCHORS P PERLY•BUCVt=0 • • • ••• 2BY WOOD BUCK EDGE DIST. 1h0liD•BUCIf • • •• • • OR �m� w THROW BOLT EDGE DIST. SEE ELEVATIONS • • • • • • • • PENETRATION WOOD STRUCTURE FOR SPACING a EDGEbIST. • ••• • • METAL • • • • SEE NOTE SHEET 1 Qj p..•° n. a;<a • d, • • • • • • •EDGE !• EDGE DIST. STRUCTURE a . I Y - •'� 1 � 0 � Z �: •• • v • • wl • • v w L-(C�..� SNL p p( p 0 fir �g Q • • U • • • • • V LXi 25 Cv� o • • a • • of • • a 0 6 I=A in 0 0 h 14 OI I 26 2 TYPICAL ANCHORS•• • • • •• ••• I*ICAL ANCHORS 41 TYPICAL ANCHORS G01 M I I SEE ELEVATIONS•• • • E ELEVATIONS SEE ELEVATIONS g 4 q q 7 I I FOR SPACING • • • • • •• • FSR SPACING FOR SPACING O iL n fl --------------------, a Z 8 -------•---------- MIAMI—DADE COUNTY APPROVED I I b$ II CUPPED MULLION I I ..1 z g IjSEE SEPARATE N jl Q W 11 II v U C, In O_ b 8 v GLAZING OPTIONS w n SEE SHEET 1 TYPICAL ANCHORS F SEE ELEVATIONS LLJ FOR SPACING (/1 a co 0 0 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS N co m w _ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O o"� m o W THEM TO THE BUILDING STRUCTURE. 0 rn F Z_ 3 IJP. W 3z TYPICAL ANCHORS' SEE El". FOR SPACING Q d .. uj 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI g W m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY PRODUCFREVISED 1-1/4" MIN. EMBED INTO CONCRETE HEAD me" � / (HEAD) u�R�wp614e Flnrld� 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) AecepunnNo 1 ..D E ° R DIRECTLY INTO CONC. OR MASONRY g`p1N°o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 7A 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) vakhodw Coed 1w,rLA � a I i 14 S (GRADE 2 CRS) DA © 3s 26 2 INTO MIAMI- DE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) a, INTO METAL STRUCTURES 6 I 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ' a m 25 I I ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N IMCAL DISTAN• Engr:JAVAD ARM o v CMLINTO CONCRETE AND MASONRY = 2-1/2" MIN. p3gZ2 ' •: • � INFO WOOD STRUCTURE = 1" MIN.INTO METAL STRUCTURE - 3 4" MIN.EDGE DIST. TYPICAL.ANCHORS 0 1/2" MIN. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. drawing no. THROW BOLT FOR SPACING CONCRETE AT HEAD, SILT. OR JAMBS f'c - 3000 PSI MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. W12—O$ sheet 4 of g • o 1/4" MAX. CONCEALED FLUSH BOLTS O 1/4" M:C.• • i ••� • • �� SHIM F3 LEVERS AT STILE FACE SHIM • • • • • • 0 TYPICAL ANCHORS ,WOOD BUCK Z $ SEE ELEV. FOR SPACING 16 ACTIVE LEAF • 0 26 13 • _ • • •• 6 s ao �TYE�PI•CAL ANCHORS O t a ••• • ••� •••F SAPq4M• v O 0 epi • e :• • •• • na • .• • • • 25 23 E7{TERIOR v 000 66 40 19 8 METAL STRUCTURE 3?' MAX. Z SEE SPEC SHEET 4 LOCK OPTIONS lu aa11 LEAF WIDTH #1 OR #2 38 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 FOR DESCRIPTIONN T/4" MAX. v U o 1/4' MAX. .. SHIM J SHIM CONCEALED FLUSH BOLTS E N CONCEALED FLUSH BOLTS 3 LEVERS AT INSIDE FACE OFST0.E 2BY WOOD B w TYPICAL ANCHORS LEVERS AT STILE FACE OR (y� SEE ELEV"'•` WOOD ST RE 1— FOR SPACING 18 INACTIVE LEAF ACTIVE LEAF EE NOTE HEET 1 V)0 t0 26 13 26 0+ a'c 24 C5 0 O M 1 a o ,;! l® - m o 3 z _ d W 0 8 •;...:f W rn� 23 0 1 25 TYPICAL ANCHORS tg 8 D.L.O. 11 10 D.L.O. FOR SSFF PACING LOCK OPTION A I T LEAF WIDTH EXTERIOR 8.1 so LEAF WIDTH C w g 3u3 76' MAX. DOUBLE DOOR FRAME WIDTHID �i z 2 POINT LOCK ASSEMBLY as a mpiyinl wilt¢tut wrmb 4 POINT LOCK ASSEMBLY Acapib•u No 1 06b •T o 10c. 4 INACTIVE LEAF ACTIVE LEAF Rbpi►aq••0.0 1 m'-c'm m o 26 11�►ad hoiltclCwta2 N •_ Engn JAVAO AHMAD g g �'�' CML 1l.�__ �-- --'`-z._�.Il L- FLA PEN 70582 N r- _- L: - AN. 3538 L-, b o EXTERIOR 6L j drawing no. DOOR DETAILS W12-08 LOCK OPTION 1 sheet 5 of 9 V � ;•••� . . . .. .. ',' 1+11 W TYPICAL ANCHORS �� • • i i.i i ' ' ' 10 0 SEE ELEVATIONS (I 1 ) • • . . • • •4" MAX o FOR SPACING t/4" MAX. v • • ••• • • • • y N EDGE AST._ SHIM 5 HIM Z q� ♦'•'>'. °A. I r .WOOD BUCK Q W zd TYPICAL ANCHORS • ryq ------------ SEE EL Ed. • • • • • . ' • E a- FOR SPACING t •• • • . • • • v o . • • • : • e u 22 • • • • • ... . °t 0• • . . .. ZS ' TYPICAL ANCHORS 0 Oaa 2 • • • • • ••• • SEE°�' FOR SPACING 0 `8 p ¢ see 0 to EXTERIOR ° LL z 4 a 4 O.L.O. METAL STRUCTURE O SEE SPEC SHEET 4 42" AT 86' HT. 37"AT 98" HT. MAX. SINGLE SIDELITE WIDTH i:RODUCf REVISED v U .s coteplyleg with the VIOA& - bgWWS Codi Acuptnece No LS-O Lb3�13 g Z%Aralle.not i� N GLAZING OPTIONS REINFORCING C h SEE SHEET 1 16 AS READ. } Ld � 1/4" MAX.", O AT 5' FROMENDSO SEE SHEET 3 (n r ° w SHltwl AND 1f" O.C. MAX. x Qi 5 6 3 o 0 0'"ni O cofb m d I c 3 Z W o 1 28 13 y � d'0" u�i j 24 W rn:2 I O I TYPICAL ANCHORS v SEE ELEV. ' N FOR SPACING 23 14 15 25 og D.L.O. 19 9 D.L.O. 15 EXTERIOR LEAF WIDTH a as 39 3/4' (SINGLE) SIDELITE WIDTH 76' (DOUBLE) o MAX. DOORFRAME WIDTH m ` u 2 � cam u O �g MAX. UNIT FRAME WIDTH z r Engn JAVADPE g AHMAD �+ •c c 22 \y FLA. ACAN. 36 92 S s e I •O . : .6 a •' ". °:<.. ': °: q drawing no. 2015 qEDGE DISTTYPICAL ANCHORS W 12-08 sEE ELEvanoNs SIDELITE DETAILS FOR SPACING sheet 6 of 9 ITEM III P tT • ;tEgq D*&JPr N • MATERIAL MANF./SUPPLIER/REMARKS �v 1 EM • • -• DOR E HBAD/SILL 6063-T6 - c 2 E602 - FRAME COWER••• 6063-T6 - a 3 E603 - DOOR FRAME JAMB 6063-T6 - 0 j 4 X604• - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - Hz a Iu z 4A 26 • •-• • IVEUTE '•BOTTOM 11RAME 6063-T6 - $ tv fL 5 • EE05 • • ELBE FRI,ME JAMB 6063-T8 0 Q 0 6 •E606 • •o • SlbEUTE SUP ONi JAMB 6063-T6 - �+ 7 E607 - LEAF TOP& BO OM RAI. 6063-T6 - p 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - �j h 8 6�aT • •- • LEWo;j IP PIER 6083-T6 - p m�tt 9 EBb9 •• • • J( NGE STILE 6063-T6 - ()C a c O'0 10 £614 • • • - • LOCK STILL 8083-T6 - O'01,e 11 E 11 • •- • !SEAR+�iRAtiAj, LE EALUMINUM 8 - OD O 12 E612 - LEAF ALIGNMENT BRACKET 6 - N d 13 E613 - LEAF CLAMP 6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6 12" LONG Q 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6 - 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) 6 - O 15 E615 - GLAZING BEAD (INSUL. GLASS) T6 - U 16 E616 - SNAP COVER T6 - J J `Q 17 E613 - BOLT SUPPORT T6 NOT SHOWN }8 - AS REDD. SIDELTTE MULLION REINFORCING T6 - w 19 FD-507 3/ LEAF BUTT HINGES UM SULWAN &ASSOC. W20 F81202 - FLUSH BOLT LEVER SULLIVAN &ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN &ASSOC. >.UJ 4 00 22 #12 SMS AS REGO. FRAME ASSEMBLY SCREWS - - t�J!n 01 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS FH SMS 3 tori 24 - - 3/8" DIA. THREADED ROD STEEL _ 0 p M 25 W11323 - PILE W STRIPPING WOOL ULTRAFAB Z_ ti 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 3 z} 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 0 _3 28 _ - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. U a J 29 E822 - FLUSH BOLT CUP NYLON - m t11 rn� W 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ADAPTER FH SELF DRILUNG SCREWS - - 34 - 2/UTE SETTING BLOCK, 1/4" X 1/2" X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 80*5 o 35 - 2/ LITE SETTING BLOCK, 1/4' X 3/4" X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 0 apP 11 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. N " vaonuc r 1EEtrD u C0,07W with t►s Mrmh 0bmass CAM o ooh Acctptote g>lYwller Date 1, lam. � `L� • "��1 N Engn JAVAD AHMAD lGetrol ,p CML I io FLA. PE U 7.0592 a M _ 3539 drawing no. EN4 2015 W12--08 sheet 7 of 9 • • •• • . (,LOCKS: • • i i o o .• • • i w • ••• • • • 00 MON Al& OPTION #2: � • • • • • • • xuu[u�.a • ••• • • • • ••• N ACTIVE LEAF: ACTIVE LEAF: 3 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE m (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1f4' F01"BOTTOM, • • ••• F 1/2' DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB:4 ONO • • • • • •• • � � n AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3A IRON WntM •• • • • • d 0 THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS • • • • • 0 0 0 �p p v LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN &ASSOC.• 000 • ••• • s 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL fu INACTIVE LEAF* MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE c a 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM Q h 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8-32 *T12-:H PS • •• ••• •• V p r, HEAD AND FRAME SILL • 000 i i i • • wj m THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS INACTIVE LEAF: • : : • • •• • •• 0.Q C LOCK LOCATED AT 42-1/2- FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & AV*BC.'• • • • • • • • C qy 4 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL • • ••• •• p MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE Q 3 OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) $8-32 X 1/2' FH MS 4a � � I II I I O / 11 J I O ivo A Qu Cl 00 PRODUC r REVISED Z LL toto as eompl, "mtk the FTmld• 00 3: Z u� Aftepbace UNitet q U W p1S ��K W rn ACTIVE I WACTIVE I I ACTIVE ACTIVE INACIVE ACTIVE TC.�I1tV s �g OJ o C O Id O ry p � 2ToS 0, m V 5 HINGES: _ N_ 3-1/2' X 7-5/8' X .122'THK. EXTRUDED ALUM HINGE Engr.JAVAD AHMAD n 1 a PART OFD-107 BY SULLIVAN &ASSOC. CIVIL 7 FLA Pyy0592 3 HINGES PER LEAF CA .X538 BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT WITH 01 X 1( O.C. MAX.) drawing HINGES FASTENED WITH e10 X 1' FH SMS no. (5) SCREWS AT HINGE STILE W l 2-0V O (6) SCREWS AT FRAME JAMB ry f L sheet 7,1 of 9 .4.000 "{I r-1.750-1 • ••� � � � �•••� •• 076 I I 519 .I ��394 130: .625 .803 .045 .803 .050 .803 .045 1.625 .078 Z 4.031 1.047 •• 1�q�W •• ••• 1.1�2M.•• d 4.750 •• • • • •� •• • • • �Q �Z.Gfi2-�I ••• ••• • • • � i fi to GLAZING BEAD 14A GLAZING BEAD?• 16 GLAZI"$EAD 5/16"GLASS 7/16•GLASS INSUL. GLASS 1 DOOR FRAME HEAD/SILL G t a 1.507 ••• ••• �•• ••• •• v Gn vi vi �4.000� 1.507 • ••• • • • • i• •• cy o w • • • • • •• > 7 LEAF TOP/BOTTOM RAIL • e 0 • • • • i 0 1.625 4.719 078 {L 2 - 3.719 .078 4.781 078 1.750 1.5`07 �Y 8.250 t S W v U 7.531 312 --4.000- LEAF .000-LEAF HINGE STILE t PRODUC f REVISM o 1.507"1 5.344 ImmaxCoo*1h IheFier�2 1.750 4.000•- ---�{ 6 LEAF W'STRIP ADAPTER �i, o•ig3 z f/)Fao SIDELITE TOP & BOTTOM FRAME I Osa �W cowd � 0 oM 2.081 1.750 1.507 1.750-- .312 .442 Z_ .078 •329 «� �� 076 7A 9" BOTTOM RAIL 12 1.584 V w �. N LU rn2 1.812 ,0 LEAF LOCK STILE t.5o7 q LEAF ALIGNMENT BRACKET 750 0 �' .281 z FRAME COVER 5.344 .078 � .375 I ANis T_ 1.750 2.081 .125 " .050 1.�7 1.507 7.574 125 3.78) o I 3.719 Q, .078 N� .154 O 4.0001 JI G t t3 LEAF CLAMP 16 SNAP COVER LEAF ASTRAGAL STILEL HINGE BACK-UP PLATE s.0oo 8.281 c d P 1.500 m{ �,.500_I ,.250 I�- 18 v 'a I .625 719 �i •719 SIDELITE MULLION REINFORCING a m u Q M � .078 Fngr.JAVAo AHMAq a o§ 4.000 OPAL 3 4.000 4.188 CAN.3538 42 0 �' 1.625 ; } L78- 2.097 L __�1.507 078 Lli$E 0 261 drowi " � W12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON JAMB sheet $ of 8 • 0 • • aILkp . . 00 0 19 Q W ti J m pO pNppp v DOOR FRAME CORNER �W �w n N'Y-co SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNS O 0'0 o 1,1i in Z �LL Q ttJ v PRODUC r IMMED ••e•spbfty rtheFjO" 12 iIl14IiIi1IiIl 1iII��\q�.��`Y zIIt1 �O—r�l Carbrd mNe�c U Q 15 r3 �6 • i aol Engn JAYAD MWAD ML joO&.O F3 9 292 U1 S. sy 2Q15 � drawing no. LEAF CORNER W12-08 sheet 9 of 9 M IAM I•DADE MIAMI--DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dadc County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. •.•• APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Series-400 Alum. %V..Wdw.•••••• (L.M.I.)", sheets 1 through 6 of 6, dated 02112/09, with revision E dated 06/23/15 prepa*red by.AI-Farooq •• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade t!dM Produvt•C"ontrol..••;• Revision stamp with the Notice of Acceptance number and expiration date by the*Mrami-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 dam8'or logo,•eity,stater..... model/serics, and following statement: "Miami-Dade County Product Control ApiroQ!', unless 8therwise • noted herein. •...•• •••••• • RENEWAL of this NOA shall be considered after a renewal application has beeSand thea has beef 4e •••• 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 ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user: by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15.0406.12 MIAMI•DADECdUNTY Expiration Date: April 08,2019 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09.08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooy 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,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635,dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. (Submitter)tender NDA No. 14-0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 .... 3) Water Resistance Test,per FBC,TAS 202-94 •••••• 4)Forced Entry Test,per FBC 2411 3.2.1 and T Afi 2t2-94 . •••;%• along with installation diagram of a 106-1/2" wide x 76" high M7-Guard-V6;s-100...:. •• aluminum single hungwindow, prepared b Hurricane En nprp & Testing Inc: .. 0 00..• Test Report No. HETI-08-2166A, dated 12/15/09, signed and-sealed by:C do F+....• Font,P.E. (Submitted un del M47A No. Q9eg224.07)..:..• 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 24LAK.A000. •••••• 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 '• 0000:0 along with installation diagram of a 106-1/2" wide x 76" high;ECO;GuaAr Se11es-109 aluminum single hung window, prepared by Hurricane Engi$dering &•'Fe§tipg Ind.••'•: Test Report No. HETI-08-2166C, dated 12115/09, signed and sealed by Cahtlido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-'/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09.0224.07) Ma a ez,P.E. Product CohttojAxaminer NOA No. 15.0406.1.2 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowwuw) 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 76-1/4"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 51h 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. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. Goes e•e '.Goo• GGSo*G F. STATEMENTS .. • 1. Statement letter of conformance,complying with FBC-5111 Editieota=4), o Zno G•G financial interest, dated March 17, 2015,issued by Al-Farooq C"paration, signed and. • Goes .. ...... sealed by Javad Ahmad,P.E. G e G 2. Laboratory compliance letters for Test Report No. FTL-7635,UZ eed by Vep'ekratiofl•,•• Testing Laboratory,Inc., dated 12/09/14, signed and sealed by I fi D.Br"pn,P.1r. (Submitted under previous NOA No. 14.0317.02) •••••• • 3. Proposal issued by the Product Control Section, dated 03/25/13;sign@d.by.Jaime•..% Gascon,P.E.,Product Control Section Supervisor. • .. . GGG . :....: (Submitted under previous NOA No. 14-0317.02) • 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI.08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Contr Ex iner NOA No. 1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 • •• •• '.' . ' • 1 8" 53 • • • i i •'053 1/8- o WINDOWKYIDTH• • � • • WINDOW WIDTH I 47 3/8" 8 Goo47 3/8" Z j O.L.O. FIX. LITE)) D.L.O. (FIX. LITE) 6" MAX. It.PAX. • • • •'s �+ • 000 6" MAX. 12" MAX. HEAD A :H • • • • �?Z • HEAD A HEAD m 0 p CORNERS 3 • • s •'o s CORNERS 3 f a GGfutt U •• •ip U ••• • 1 O U LL 8ri F3 IIIIIII �TI+1III/!�•� •II• •• Goo 00• • • ' I n ° g •*• s• IL •II• 4 -- I---- \�i II i • •il• • •SWFP LATCHES 0 0~p 02 n 0 �j jj FROM ENDS 1rl M a it B t TYP. X �i----- it 4 z_uyf= {I � p G3 _j i j �^ Q W e1� F G7 I uLi 2 = _j I II I 1 II I z ii t, z -== I?====n==== 1=== U o Ir u in IF va°S M M U 11 IJ U vi W �n C II °� m 3 II �, W m p vl00 1 3 r; FALSE N FALSE NUNTINS NO ANCHORS AT SILL FALSE NUNTINS NO ANCHORS AT SILL E2 0 C)M � (SURFACE APPLIED) (SURFACE APPLIED) w Z r-I m� LM OPTIONAL 47 3/8" N Z 3 00 OPTIONAL 47 3/i3" D.L.O. (VENT) D.L.O. (VENT) 3 Z SPRING LOADED LATCHES O d� 50 50 3/16" AT IO FROM ENDS of U Lu VENT WIDTH OPTIONAL TO VENT WIDTH v W rn m r ECO—GUARD SERIES-100 SWEEP LATCHES w EQUAL LrrES TMP• UNEQUAL LITES ORIEL TYPE ALUMINUM SINGLE HUNG WINDOW { ) e DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 1YPICAL ELEVATIONS s CHARTS SHOWN ON SHEETS 2. TESTED UNITS z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE F = t $ COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER o a R g rog � oc WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN. g A LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL d WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). L Q m u p w WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. En9r. UAVAD AHMAD w o SHUTTERS ARE NOT REQUIRED. CML iv ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FILA.PE /76592 c NOT PART OF THIS APPROVAL. PRODUCE RBViS)� CA.N. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0s agnPIYIng tv(tb&jquddil o Building Codo i1 2 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. BwIdInatt•No:4 U ,23205 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT imt1onDate drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE R�tudur W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE. Ivt sheet of 6 EQUAL CITES WINDOSVS WIDTH rFL&GVItM;. : IiAL•CITES jPaTl�1DOWS MOTH ��w DESIGN LOAD CAPACITY PSF • •DESICN•LOdID 6A 47w - PSF �JJJ m GLASS TYPES • • •GLA9S•TYP GLASS TYPESFLANGE DIMS. 'A', 'B' & 'C' • • R' ••• B' & 'C'WIDTH HEIGHT r75.0 1NT.(-) TH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) d z 90.0 • 1-`8" 75.0 90.0 75.0 90.0 aj 24" 90.0 j ?i4• ••• • •75.0 •90A• 75.0 90.0 / a 26-1/2" 90.0 • 26-V2"• • 75e • 90.0• 75.0 90.0 od32' 26° 90.4 •a• •;2� -�/8• •75.0 • 90.` 75.0 90.0 37" (3) 75.0 90.0 - 37' (5) 75.0 90. _ 75.0 90.0ofO LL 40' 75.0 90.4i 40" 75.0 90.0 75.0 90.0 M = D 48" 75.0 94.4 • • 49' • • w 90_0 .M 75.0 90.0 w m 53-1/8" 75.0 90.0 53,..j i • • •79.0 •90.0 75.0 90.0 r e Q O 19-1/B" 75.0 90.0 .• 9- /8• i 7i.0 90� 75.0 90.0 V w S 03 24' 75.0 90.0 i764 75.0 90.0 _ LL• 0�0 N 26-1/2' 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 a °' x LL Z oyf 32" 36-3/8" 75.0 90.0 32" 63" 75.0 90.0 75.0 90.0 z J ta7a OM1 37' (4) 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 w Q W 40' 75.0 90.0 40" T 90.0 75.0 90.0 46" _ 7s.o sa.o EQUAL CITES ae" - 75.0 90.0 o UNEQUAL LITES (ORIEL TYPE) 53-1/8' 75.0 90.0 53-1/8' - 75.0 90.0 V m J m 19-1/8" 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 N I 24" 75.0 90.0 w o iO 24' 75.0 90.0 75.0 90.0 r 3 26-1/2' 75.0 90.0- ai 26-1/2" 75.0 90.0 75.0 90.0 w = n 32" 50-5/8" 75.0 90.0- vi W n � 32" 76" 75.0 90.0 75.0 90.0 � � 37" (5) 75.0 90.0 37- (7) _ _ 75.0 90.0 tj w Z � 40' 75.0 90.0 4 40" - - 75.0 90.0 00 tL 48' 75.0 90.0 to _ _ CD Z o N 48' 75.0 90.0 53-1/8' 75.0 90.0 = 53-1/8' - - 75.0 90.0 t vl 3 M N 19-1/8" 75.0 90-0 w Q 24" 75.0 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z LJ� 26-1/2' 75.0 90.0 O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 32" 63" 75.0 90.0 - 00 CY J 37' (6) 75.0 90.0 w 1 U W 0" 75.0 90.0 1/8" HEAT STREN'D. GLASS ly 48' 75.0 90.05/16- AIR SPACE PROIDUGTRBVISM � as eomplyingNkh the Florida R 53-1/8" 75.0 90.0 1/8" HEAT STREN'D. GLASS ode �D�•A' a 19-1/8" 75.0 90.0 u1 1/8" HEAT STREN'D. GLASS 3/16" NEAT STREN'D. GLASS Building C�Am Ce No 24' 75.0 90.0 .090' Interlayer .090" Interlayer .090" Interloyer katlonm" DuPont Butocite PV8 DuPont Butacite PVB DuPont Butoctie PVB 26-1/2" 75.0 90.0 w By 'Kuraroy America, Inc.' By 'Kuraroy Americo, Inc.' By 'Kuraroy America, Inc.' By C_ o 32' 76" 75.0 94.4 4i a Pr Oct It 0 Rl N 1/8' HEAT STREN'0. GLASS 3/16" HEAT STREN'0. GLASS 1/8" HEAT STREN'D. GLASS u S 5 37" (7) 75.0 90.0 Z 40" 75.0 90.0_ •i n 48" - 75,0 90,0 z SILICONE SILICONE SILICONE z m DOW 899 Z m DOW 899 z m DOW 899 53-1/8" 75.0 90.0 • rn iO 16 �' y a QJ 16 11 4 io 16 c vi 'A 16Cl i II C7 1 1 \ i I , 21 o I- I W 113 •� 00000 m0< muow II p SETTING BLOCKS AT O LAM. CLASS AND INSUL. LAM. CLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS s; 8 21 21 88 21 Engr.JAVAD AH" q o CML AT 1/4 POINTS ON LITE S AT 1/4 POINTS ON UTES AT 1/4 POINTS HA• PE 70592 oN xx 13 13 13 C.A.N. 38 WIDER THAN 36" ONLY WIDER THAN 36" ONLY 24 ALL SIZES m A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOTE: 0 GLASS CAPACITIES ON THIS SHEET ARE GLAZINPI OPTIONS FdroWing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) �Og_O$ ' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 I BY TYPICAL ANCHORS TYPICAL ANCHORS • • ••• • • • ••• w �v SEE ELEV. FOR SPACING W000 BUCK :N 1 SEE ELEV. FOR SPIA�• 0 • • • K;- 4-H d, EDGE'IJIST. • •lAIAAII—DA CO N1Y APPROVED I METAL STRC RE • ••• (LION 8r MUAJON ANCHORSd.' e SEPARATP IM EDGE DIST �n•EDGE 01ST. • 1 EDGE DIST. o•• IL • •• i s IIto 0t•• •• • •TY1" OR TYPICAL ANCHORS 0 IL<4� r__ • • •SEt F:E*gA2 N*CING • SEE ELEV. FOR SPACING 0 4 ra a 0 ••• • • • • • • • Q '3� I� /� • • • • • ••• •• 0 0 O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 OPTIONAL TO to ' 12 BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACINGvi W 1 A" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) , I p; © 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o N Ld 0 " a N 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) W 4 t o THRU 1 BY BUCKS INTO CONC. OR MASONRY En 00,0 3 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z Ll I to Zt 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) in DIRECTLY INTO CONC. OR MASONRY O I 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) I U 1 w (n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w I i i O 0 1 - 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") z INTO METAL STRUCTURES r� O `' .li 11 �' u�sircs STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) y N g riL 1� w 1 e o ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) o: P (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ig 5 0 ul u # TYPICAL EDGE DISTANCE 8 z 3aa � ¢ 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. O 15 j 18 INTO METAL STRUCTURE = 3/4" MIN. 2 1 14A WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. °' o 0 0 0 0 2 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. v C a m v o m C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. PRODUCrREVISBD m as complyIng with the Flodd91(/�.. L Engr. JAVAD AHMAO _ Q �O • Off/ I N IiaDding Code a ACQCpiBRCO" FtA PEMt 70592 N jly, DWA go 19 C.A.N.' A _ -.-d... IICI Ca $ 'ri u O • 8 \ SEALANT. 015 r drawing no. s ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-081 JOINT SEALER. • sheet 3of 6 ITEM# ••FARTO# R A • ASCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �tj W •1 • • FY}01• • 1• FRAME HEAD 6063-T6 - to 1 o 2 • • FYN15• 1• E SILL 6063-T6 - mo • 3 FYi03 2 FRAM£JAMB 6063-T6 - Q m : 4 FY104 1 FIXED MTG. RAIL _ 6063-TG - Q •�•• F1i105 • 1 • VWR•TOP RAIL 6083-TB - d 6 0. • • 6.0 • 7YI 14 • •1 • VEM BOTTOM RAIL 6063-T6 • • • 107 • 2 • VVT SIDE RAIL 6063-TG • 8•• hil 8 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - c n SA FY109 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 0 MIAMI-DADE COUNTY 8 FY410 00 AS*4W. CIAZING BEAD (INSUL. LAM. GLASS) 8063-T6 - �4yo APPROVED MULLION • 9 • • 1 2 T SASH STOP 8063-T5 - A f,7 n Q C S SEE SEPARATE NOA TYPICAL ANCHORSC r- SEE ELEV. FOR SPACING 1! -a • Aft • •2 T SRRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - Cp G ••LA • • • • •1/WH LATCH SPRING ST. STEEL 12 SL203P 2/VENT SWEEP LATCH. AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. LL Z - 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS , -- 4 13 - AS READ. SETTING BLOCK EPOM DUROMETER 80±5 SHORE A - _-_ __-_- - --= 14 #8 X 1. AS REQD. FRAME &VENT ASSEMBLY SCREWS CRS PH SMS _ - --____-= 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS () 15 E207 AS READ. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB v J m 1 16 E203 AS READ. GLAZING BEAD BULB T SANTOPRENE ULTRAFAB - - - - - 18 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB ' 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS N hi '3 19A g6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW _ CRS OH SMS TYPE B ?��I W WINDOW WIDTH WINDOW WIDTH 20 F210 2/VENT SASH BALANCE _ - SUPERBOOST BY BSI CD o to �ao 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS I 3M m 21 - AS REOD. GLASS SPACER SILICONE FRANK LOWE E2 O O �i in 22 - 1 5/16' BOX SCREEN - OPTIONAL z: y Z Li- 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL o TYPICAL ANCHORS 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL 3 Z n SEE ELEV. FOR SPACINGO `t o U -w , W 0)7- 1/4" 71/4" MAX. 1/4" MAX VENT WIDTH SHIMS ISY 1/4" MAX. SHIM WOOD BUCKS SHIM METAL $ 19 STRUCTURE 18 7 20 moa $ 0 2 v v TYPICAL ANCHORS SEE ELEV.° FOR SPACING TYPICAL ANCHORS 3 a re g 4 2" - --- --- -- -__ - - - - - - - Y -- ------ TYPICAL ANCH RS • EDGE 01ST. S£E ELEV. FO$•SPAj',Ia1G••• ••• •• •• ••• w �(�vtjl 00 TYPICAL ANCHORS o SEE ELEV. FOR SPACING METAL • i • • YULMODADE•CUMN APPROVED a ° a N JA EDGE 01ST. STRUCTURE • ••• • MULI!tlON RATE NTON ANCHORS .� g � SEE SEPARATE NQA J i," °rvl : ° 1 EDGE DIST. ••• (�?y Q • 0 N • ••• O u O \N \ C � a � O M ALT. 0 IL ••• i ••• i•• i• •••• •• •• • •• 0.5 'PIC2,N SER PACING MO a a $ N {L CA c J � Ln to 'v !!!">- W o v) F m o_ 9 (n r 3 wp opo O24 © V) 1/4" MAX o Z Ll Z 3 �` SHIMS ALT. TYPICAL ANCHORS I U w SEE ELEV. FOR SPACING L rn 4 n O aC MASONC. wtrcmausf 1 1 A". _ c F z o NRY o W c W n a N M ^ ^ H •) P 0 9 0 0 ALT. mGa mc� oW � O N INSTALLATION DUOS WITH FLUSH FRAME ADAPTER Engr.JAVAD AHMAD � ,Q 9 CIVIL FLA. PE 70592 c CAN o .• .. ...... PRODUCTREVISED ii h oa 3538 �. ° as aompiyi*wit ft t+lotida building Coda •A' ' u Amptattco No yd„ o v > _ E 'adonData Oa^� JQ+ 1015 drawing no. f Ey a (�! W09-08 W Vveduclt sheet 5 of 6 2.750 Imo--1.2811 • • ••• • • • ••• � W I I •• •• • • • •• •• .062 I • • • • • • • • • 00 I J 1.688 .Iso :078 .062 813 2.750 • • • • I • ••: Q E gr ri 2.812L 1.140 • • • • ••• ••• • '•• •• I Q t3 v FRAME HEAD I ••• 00 •• •• L F 1.202 2.061 / Qr/O, p a 2.874 • •: • • • • / i wM Q FRAME JAMB • • • ••• • O ono .062 2.186 • • • • • • •• I 9 103 1.375 �1 .519 .394-�{ �{ .130 IC Z 41 U. 1.00 � I � I � I �W�� k� 045 �3 050 .803 .045 .803 1.422 O FIX. MEETING RAIL Og �I 1.047 t� �1 1.047 1.047 U o 1.30GLAZING BEADS v In o z � � 1.250 .062 vt H 2.063 1.067 062 1.140 14 N H j!� I 1 ~S pM N 1.140 .621 ¢ 0 pM J �5 VENT TOP RAIL Q VENT SIDE RAIL Z M 'y z 2.027 Od 1.247 U w w W rn M O .062 2.773 1.929 1.750 1.254 .078 1.445 A b a N C i L.963 � ogo � 1.1ao VENT CORNER DETAIL © VENT BOTTOM RAIL 11 SPRING LOADED LATCH z �' 2.974 I ooN � omro a v0< m � oW .062 3.002 2.686 FRAME CORNERS DETAIL Engr:JACMLVAD ANMAD a o o� F1A. PE 70592 o 062 C a N. pItODUCT REVISED 8� S00 89 as complying wide oic Floiida ! s 8otlding Colo ACJ.. b L O 0 y Accapmnea No � 1 500 Dale 20201 drawing no. b-2.750 2.611 W09-08 r YY FRAME SILL 23 FLUSH FRAME ADAPTER act c sheet hof 6 MIAM 1•DADE MIAMI-DADE COUNTY !® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadeav/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 500" Outswing Aluminum Casement Window—L.M.1.0 e 0• ones noon.. APPROVAL DOCUMENT: Drawing No, W11-05, titled "S-500 Alum. Othvl• Casement•Wdw. •, (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/1Sppnapared liy�l*Faroocf" Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade•Eeenly Producf ControCe...: Revision stamp with the Notice of Acceptance number and expiration date by the"Uami-lode Uounty••e • noo Product Control Section. •• ..:..' noonn.. .. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••• '.•••• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's np;br logo cifyj state,....:. series, and following statement: "Miami-Dade County Product Control Approved", unless othe'senoted. herein. 0.00008 0 •••••� RENEWAL of this NOA shall be considered after a renewal application has been filed and there 9m;been• no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any-portion of the NOA.is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages Erl and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15.0406.10 MIAMI-DADECOUN'iY Expiration Date: May 19,2021 J/ p Jy Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 21 TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3150 and HETI-10-3151, dated 12/29/10,all signed and sealed by.�#ndido F.Font,P.E. 0 0.0 0;0 (Submitted under NOA No. 11-0309.06) '•• 0• '• ... .. ...... C. CALCULATIONS •••••• ••. .... 1. Anchor verification calculations and structural analysis, cort'�lyixtg wiEh-FISC 5t>ti.•... Edition (2014), prepared by Al-Farooq Corporation, dated OX4.74J 5 and9 0{f23/15, ...... signed and sealed by Javad Ahmad,P.E. •' 0• 2. Glazing complies with ASTM E1300-09 '• 0• • 0..000 • • • • • 00.0.0 D. QUALITY ASSURANCE •• ••' ' 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. a rez,P.E. Product Cutr Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest,dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing,Inc., dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11.4309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 0060 0000 0000.. 0000.. 0000.. 0 0000.. 0 0000..0 0000 .. . • • 0 . . . • 0000. 0 .. . 0000. 0000.. • 6 • • .. . 0000.. 0000 0000.. • � 6 0000.. 0000.. • 0000.. Manuel P e , .E. Product Contro Ex iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 • • j••• • • • ••• o ECO-GUARD SERIES-500 •• •• • • • •' " ' 37" • • • I • • • • • WINDOW WIDTH IS ALUMINUM OUTSWING CASEMENT WINDOW �' i • • 35. o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE • ' ' ' • VENT WIDTH COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3/8' 0 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MUNTINS • •• • • (SURFACE R ED) D.L. OPG. MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. • • • • • •:MAY g�1SED Ag G a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • • • • • ' A z 0 3 0 WILL APPLY TO ENTIRE SYSTEM. • •' i • • • • ••• • ••• • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE C REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY la. HURRICANE ZONE (HVHZ). •• • • • •• •• " / v p�o m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• • i • •• / g a Q< g LOADS TO THE STRUCTURE. • • • • • •• • -_-i�-- L4 ri ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ••• i i ••• • • •• ' 3 /j iq" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / I Q ''+a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE IL z N NOT PART OF THIS APPROVAL. _ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O P.3 z �y m O ALL SHIMS 70 BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. z `a o u____ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT \ U o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. w W SHUTTERS ARE NOT REQUIRED. _ \ \MAX S ' w OINT LOCK z In rl m 12" M N MAX. LOCKINGPOINTS 0 6- DESIGN -DESIGN LOAD RATING = + 70.0 PSF HEAD HEAD/SILL SEE CHART o Z _ (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF SILL CORNERS N0. OF 3 WDW. HEIGHT KEEPERS z n TYPICAL ELEVATION U�0 AT sasH o O d o 26' 2 " U:w J 38-3/8* 3 N W rn 2 1/8"TEMP. GLASS5 63'8" 5 O 3/8" AIR SPACE 76" 1 6 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREWD. GLASS b 090" Interlayer 090" Interlayer .090" Interlayer PRODUCTREVISBD q v 8 DuPont Butocite PVB DuPont Bulocite PVB DuPont Butocite PV8 esCoMplyhlgwllhthe Flotida o W By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' BWidingCode w O/ /lO P S R Aaeptmrco No • c 8 M 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS 3/16" HEAT STREN'D. GLASS onDeta q'��40 d. 9) a: SILICONE oa SILICONE SILICONE BY DOW CORNING 899 � �' DOW CORNING 899 t` �" DOW CORNING 899 zm zm iii NO n � � � � • z `n i GLASS CAPACITIES ON THIS SHEET ARE °• o a "' 9 m 9 ;a 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) , o 38 ' AND FLORIDA BUILDING COMMISSION n DECLARATORY STATEMENT DCA05-DEC-219 — 20 20 i 20 S Q IAw. Engr. JAVAD AHMAD CIVIL 3 O O O FLA. PE g 70592 0 \ 3 W� CA.N. 3538 G AT 1/4 POINTS s A. Q w P1 19 ALL SIZES w o W a SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. CLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W1 1-0511 GLAZING OPTIONS J 111 2 3 2015 sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS (\ O • • i•• • • • ••• V SEE ELEV. 18Y •• •• • • • •• •• • w FOR SPACING NG ° WOOD BUCK •• METAL •••••• •Mj 1TIfI • • • • •• ••R•O-V•Eb-EDGE STRUCTURE COURTY d aDIST. • MMRLINA MULLION•ACHORS II I�II SEE SEPARATE NOA II oI I EDGE DISTJ" ° EDG 01SE o3ao� 61i5� ILA O O I X I • • • •• • /y Q 7 fo 10 Q \N TYPICAL ANCHORS • • • • • • • • TYPICAL ANCHORS yy SEE ELEV. •• • • • • •• SEE ELEV. 5 FOR SPACING FOR SPACING 1116 ZIs -- --" TYPICAL ANCHORS: SEE ELEV. FOR SPACING U o I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. I 4" DIA. ULTRACON BY 'ELCO' Fu=177 KSI. F= J a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ( y-tss xsl) I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 t -- 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) r n LLI j THRU 1 BY BUCKS INTO CONC. OR MASONRY w FF_ .oM. j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) in w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) IA OD O cn _ = o a DIRECTLY INTO CONC. OR MASONRY o o W1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) S 0 �M II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) g Z_ _ W o 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 'S Z o M + INTO METAL STRUCTURES o Uv STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) vY W .' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) r----� j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) In 5 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") a (NO SHIM SPACE) 0. c N 13 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4 a a 1By INTO WOOD STRUCTURE = 1" MIN. " z 2 17 WOOD SUCK INTO METAL STRUCTURE = 3/4" MIN. O 10 18 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c d n a p CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. gss + 1 \N \ C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fm 2000 PSI MIN. ` 0 a m O W I 1 0 B °. e En9r:JAYAD AHMAD n u o .f dO ° y CML N N 3 FLA. PE 70592 N 3 CJ 538 S o a a '...e c G a I " d' ° `a "' 9° 9 PRODUCfRBVEW TYPICALANCHORS :SEE ELEV. o v \ I TPPICAL ANCHORS r'Awftmw plyIng with�� 6.�o drowlo A FOR SPACING - FOR SPACING Exphud 11 q EDGE DIST. EDGE DISI. �4 2 d 2U1� W11 -05 Niaml ProductC 1 sheet 2 of Q • • ••• • • • ••• U • • • • • • • • • • • • • ••• •1/4' MAX. • �j 1/4' MAX. • 1 ••• • • SHI •:• 1/4" MAX. z n 3 SHIM O O 1By SHIM O g� z 4A 5 WOOD BUCK 18 4 8 1 • s ••• 4 • • i • 0 • •o TYq{CAI ANCHORS 28Y WOOD BUC Q 0.- ' TYPICAL ANCHORS • v ' FOR SPACING (L+yI V ----------SCREEN OPT. ________________ • 10-p F®R SPACELEV*ING 00 STRU URE SEE ELEV. • • • • p t9 FOR SPACING d 1 1/2 Op wLa -------------- ----------- -- • • • �', • �aC 46 Wo • t • • • 1 1/4• LL, � z� 8 7 v 1 TPICAL ANCHORS Q w i E EXTERIOR o SEE ELEV. METAL FOR SPACING STRUCTURE D.L. OPG. N VENT WIDTH J J v J I WINDOW WIDTH 3 v F � N Z LLI LLJ Z �r- r� N MIAMI-DADE COUNTY S 0010 I� APPROVED MULLION SEE SEPARATE NOA o TYPICAL ANCHORS Z v SEE ELEV. FOR SPACING o O d U Pw LLLJ m m ------- I 1 I I II II I 1 o LTf a a = V 14 }� O $ o rd� 13 a z w n n n WINDOW WIDTH WINDOW WIDTH o c w n m •; gss3o mg< m . o - 0 Emir.JAVAD AHMAD i� 1 0 CML FLA. PE A 70592 0 C N. 3538 PROT)UCT P041= o �Bucomplying with�fhaC@�tQldQ��f ,/� O A.pWneeldo ""�_— �`��':f ti/ drawirlg no. Lx itadlmDaze Z �� a�isD� �e� uctcon 1 J ��3 2015 W113 oOs sheet EDGE DIST. •• •• • • • •• •• • �� EDGE DIST. METAL • • • • • ��--•,–•--•----------� 0 TYPICAL ANCHORS STRUCTUiE • • ••I F-6--b-4117--------'-'t I 1 • • • I+MIAMI–DAOE CGUNTY APPROVED I ° o SEE ELEV. FOR SPACING • • ••• • It MYLLION& MIAMON ANCHORS I I 11 SEE SEPARATE NOA II Z 3 �I I1 Q s. jj I EDGE DIST. I I �• ,,.,,, 1 • • • jl 6 • • • • • ALT. • ••• • • •• ••• ••• • Q��wto • • • • dao 8 • ••• • • • • •• • Q • • • • • ••• • • Q d(�� . . . . . • • a3� TYPICAL ANCHORS TYPICAL ANCHORS 1L 2 SEE REV. SEE ELEV. FOR SPACING FOR SPACING Q W U o I 3 u W LLI M Z �^ 007- cO1v 1/4" MAX. O li SHIMS 15 ALT. Z o o Oa � � 0 TYPICAL ANCHORSI W rn r SEE ELEV. FOR SPACING . ° v' d O e A c - � e a TYPICAL ANCHORS 1 14 0. Q m I m 12 SEE ELEV. FOR SPACING ((� , ° q W L S e - U d a z a z PRODUCT minim °. ; as complylllg with the Florida Daild9tgCbda Amp=ce NO -,0bmw DOW 4o6.�v e- 4-j-t •� O O O O O ALT. n r01 m a m v o I � O 15 v = y INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engem JAVAO MAD eu o CML 3 FLA- PE # 70592 CA 3538 5 9 u drawIng no. EDGE DIST. o W�f1 1—05 0i5 sheat 4 of 6 ART PtIOlf 2.750-::AITEM •�19� � I RTtAME1H�D/SML/JAMB MATERIAL063MA24H./SUPPLIER/REMARKS �y w pII� 500 2 •E502 • • 4• • NT • • 6063-TG 1.330 3 •FY108• •oA ACID! LAZING IEAS 1b•/l6" LAM. GLASS) 6063-76 Z An � r J 062 3A E505 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 O 38 FYI 09 AS READ. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 4 E : Ii5 QO• UBBE VENT, LL LENGTH 6063-T6 - .078 2.821 4A • •E56J • AS WOOD S UMBER !f EA FULL LENGTH 6063-T8 - V [1.893 5 • •E5106• BPTIONAL* SCREEN FFIRME • _ 6063-T5 - 7 O X i-1/4' R QD. FRAME AND ASSEMBLY SCREWS - H WH SMS Q: c n 8 E203 AS READ. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAS n 9 E203 AS READ. GLAZING BEAD BULB,_DUROMETER 65 SANTOPRENE ULTRAFAS C 10 35112.00.400• 11/WWro 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS a a a g !� FRAME HEAD/SILL/JAMB t t t 9 • • L OINT L C{S SYSTEM ZAMAK TRUTH V v m e ,2 • . S/VENTSIt • STEEL - I Jo 2.354 13 - 1/VENT ROTO OPERATOR ZAMA(/STL. TRUTH 3 2 a 14 PSJ40-SS 2/CORNER FRAME/VENT CORNER KEY- ST. STEEL - �- 16 zZ In S 1.330 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL a W ta+ 2.688 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS .062 17 010 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - I- 2.094 .500 18 #8 X 3/4' AS READ. FH SMS SNUBBER SCREWS �V - IN PARS 2-APART, PARS SPACED AT 7-3/4"O.C. U o •372 .769 19 - 2/ LITE SETTING BLOCK, 3/16'X 3/4"X 4" LONG EPOM DUROMETER 80*5 SHORE A 4zz-t J H .082 2.813 1 20 FLO-50 - GLASS SPACER - 1/8°HIGH SILICONE FRANK LOWE -I •896 2.611 21 - - INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: o •718 •590 1s FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH w SCHNEE-MOREHEAD SM5504 SEAM SEALER. ` a t.582� 1 7� PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 3M � Q VENT o 493 LOCKS: p - NI 519 1.750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' z AT FRAME JAMB 3 z o LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL o 0 -I FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. �i U w 803 pqg 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES v� W rn m #334EACHB9.00.0001 GUIDE FASTENEDEWITH (2) 0 X01C" PAPH SMS X. 1.047 L to CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT �y Q GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 X;5/8" P FH SMS N SEE CHART ON SHEET 1 FOR QUANTITIES .245 a� o o � r .,3o HINGES; `u g 5 �- 780 t2o 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' PRODUCTREMSOD $ �3 045 —I I—� LOCATED AT TOP AND BOTTOM CORNERS a acoroplyiaeahhftFludds 1�1.25s�1—� FASTENED WITH (2} #10 X 5/8° P PH SELF DRILLING SCREWS Bo's 2h%Code 5— Acce 1.172 DBOD /�L�1 47 n o "t OPERATOR: By N vi 3A GLAZING BEAD (INSUL. LAM. GLASS) O SNUBBER - FRAMElAi 0Pro uct o 1 o$ c 0 0 0 SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END i .394 FASTENED WITH (6) #10 X 1" P PH SMS .245 OPERATOR TRACK #30175 AT BOTTOM RAIL Engr.JAVAD AHMAD t o FASTENED WITH (2) #10 X 1" P PH SMS E I N � �CAN. J538592 �5 £ ao3 050 'B�° '120 ANTI—SAG SKATES: / a VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 1.047 �I 720 (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS drawing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILEW1 1-05 3B GLAZING BEAD (7/16" LAM. GLASS) ® SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. UN J'ZO1�J sheet 5of6 . ... . ... ,�V Ld O A JJ W Qf a • • • • • • • • • 14 0 . . . . a • . • . . • .•• . .•• . Q! p 14 / o so • • • • • • • • • rrrttt I J N v f / I In C6 m / M o 0 � N00 00") S Z_OZ J� I � 3 I o 0o �� .. LLJ 0, oo VENT CORNER FRAME CORNER o 'WWz$ ZQW G WW zq o o o oQ m U U W En9r. JAVAD AHMAD n e o CML iv FUL PE A 70592 PRODUCT REVISED C.A.N. 38 a as dcomplying Flarida B uildidi n Code �. •' Acceplmme No imionDau ��Q�7a . � Browing no. Sy JU 2015 W11 -05 Miand Produel Co sheet-6 -f 6 MIAMI-DADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTIMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SIV 26 Street,Room 208 BOARD AND CODE ADAIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minniidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(hi Miami Dade County) and/or the A14J(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted-manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. •0 0 DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window—S.M.I. ; ••• •0000 0 000000 APPROVAL DOCUMENT: Drawing No. W14-16, titled "Eco-Guard Series;3;0.000 Alum. �F ix ed:Wd��••*�• (S.M.I.}", sheets I through 5 of 5, dated 04/07/14, with revision A dated 01/14/15.ggpared by 41-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade Gm my Pr"ict.Contrcd••••; Section Approval Stamp with the Notice of Acceptance number and approval ilate,by the Miami Dads 0... County Product Control Section. •••••• 0004,00 &0:000 MISSILE IMPACT RATING: Small Missile Impact Resistant : 9909 • 0000:.. LABELING: Each unit shall bear a permanent label with the manufacturer's Barrie or logon til statQ,000:. model/series, and following statement: "Miami-Dade County Product Control Approyed", unless otherwise - noted herein. 0• • 000 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. f NOA No.140910.06 MIAMI DADE COUNTYY B Expiration Date: January 29,2020 REOW ! Approval Date: January 29,2015 Page i Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-16, titled "Eco-Guard Series-300 Alum Fixed Wdw. (S.M.I.)", sheets I through 5 of 5, dated 04/07/14, with revision A dated 01/14/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by IIuiricane Engineering&Testing, Inc.,Test Report No. HETI-10-3156,dated 12/29/10, signed and sealed by Candida F.Font,P.E. 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report Np,.. HETI-10-3157, dated 12/29/10 and revised on 04/04/11, signed and seal8ddiy Rafael..... E. Droz-Seda P.E. '• • ..... .. .. ...... C. CALCULATIONS *sees: • 1. Anchor verification calculations and structural analysis,compl!�j&with FUC-* Edition (2014),prepared by Al-Farooq Corporation,dated 08/0511$,signed An� • 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. 13-0129.27 issued to E.I. DuPont DeNemours& Co:,Inc. for their`DuPont Butacite@)PVB Interlayer"dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition (2014),and'of no financial interest,dated August 5,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 10-1104 issued by the Product Control Section, dated 10/22/10, signed by Manuel Perez,F.E. G. OTHERS 1. None. T Manuel Pe P.E. Product Controlxa finer NOA No- 1=0910.06 Expiration Date: January 29,2020 Approval Date: January 29,2015 • • ••• • • • ••• WINDOW WIDTH �� v 1.608 2.888 •• •• • • • •• •• • w I .062 • • • ••• • • • .Y • • • • • • • • `T • • 000 • • • • 000 FALSE MUNTINS D.L. . .500 OPGto Z $ .769 (SURFACE APPLIED) m w OPTIONAL 3 �d W O u 1.813 875 I ul 2.611 • ••• • • • ••• �8 F H li 1.000 062 • •• • • • • •• •• O • • • •• ••• • • • DLL» 2.750 O FLUSH FRAME ADAPTER ••• ••• •• ••• • • 13 G I I, t d tO FRAME HEAD/SILL/JAMB -=-li -11 & hM ••• i i ••• i•• i•• ••• C 11- -II • ••• • • • • •• • II II aQQ 4 It II n • • • • • •• • • tI II dJ W .750 �� s • • • • • • • • _ II II wa .813 .803 � --- II ----- II-- �z� II o a .050� O2 GLAZING BEAD z ii ii 0 II I U o 0 u u J I �1.0701 II II uj II II W .050 --L------ii--- � n n =3 5_w W a t r c (n o toroD �3 ANCHOR COVER3 i' 30 o M -A rn Z m 6" MAX 10 1/2" MAX. HEAO/81LL HEAD/SILL rQi CORNERS �I U w w Wrn� TYPICAL ELEVATION o ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE GLASS O.L.O. DIMS. COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. HEIGHT WINDOW HEIGHT - 3.625" o WNDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING D.L O. WIDTH = WINDOW WIDTH - 3.625" In u MIAMI--DADE COUNTY APPROVED MULLIONS IN BETWEEN. m° LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE m o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY w ° HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER O LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS i Engr. JAVAD AHMAD n II o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. CML N ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE MIAMI-DADS COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FLA.PE B 70582 CAN. 3538 pprotMlsscotnplLixgnitbf e FlorldA ulctl _ NOT PART OF THIS APPROVAL. FOR INSTALLATIONS UP TO 30 FT. OF GRADE. `Ie at SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. pate o fi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ry1jAg ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. J N 16 2015 M1i atl aUI I roJuct rel c- . drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREIYS, THAT OY.1�s G:Z. W l 4-16 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. i 'DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF •• •• • • • •• •• • WINDOW DIMS. 7/16" IAM. GLASS WINDOW DIMS. 7/16" LAM. GLASS • �/iS" HEAT STREN'D. GLASS M WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) WIDTH (W) LENGTH (L) EXT.(+) I NT.(-) • • ••• • • • • ••• 24" 100.0 150.0 26-1/2' 100.0 150.0 .090" Interloyer 0 30" 100.0 150.0 37' 100.0 150.0 DuPont Butecite PVB r za 26" • ••• • • • • •13Y 'E.I. DuPont De Nemours & Co., Inc.' 1� 36' 100.0 150.0 53-1/8" 100.0 150.0 • • • • • • • •• • Q • • • • • • • • • 4!O 0 42" 36" 100.0 150.0 74' 100.0 150.0 • • • • • • • 3/16° HEAT STREN'D. GLASS 0 0 v 48" 100.0 150.0 26-1/2" "0150, • • • • • 000 • • A. 54' 100.0 150.0 37" • • ••• ••• • O a 38-3/8' SIUCONE ^1- 60" 100.0 150.0 53-1/8" OOVI CORNING 89966' 100.0 150.0 74' •• • • • •• z •• •72' 100.0 150.0 26-1/2° 0 24' 100.0 150.0 37' 50-5/8' . .0 : : : : : :• ro i� ti d► C 30° 100.0 150.0 53-1/8" 83.0 112.0 •• • • • • i • • �� 11 5 .0 36" 100.0 150.0 26-1/2" 63" 100.0 150.0 tt 11 Z 4j 42° 46. 100.0 135.0 37' 100.0 150.0 ZZ d 48' 87.5 118.1 26-1/2" 76" 100.0 150.0 W $ F 54° 87.5 118.1 37' 100.0 146.6 60° 87.5 118.1 #8 x 1-1/4" SMS AT 1/4 POINTS ON LRES F, 2 86" 87.5 118.1 AT 3-1/2" FROM ENDS 8 WIDER THAN 36' ,AND 10" O.C. MAX.24' 100.0 150A 39 In 30' 100.0 150.036" 60° 100.0 150.0 GLAZING DETAIL �42' 100.0 135.0 7/16"OVERALL NOM.THK. IZ 48" 87.5 118.1 ( I m 24' 100.0 150.0 30' 72" 100.0 150.0 M 36' 100.0 150.0 m L I O oM 42' 100.0 135.0 - 1 24' 100.0 160.0 �' N °D 30" 100.0 150.0 Z6 36' 78' 100.0 149.4 8 42' 100.0 135.0 1 w �� 24° 1GO.0 150.0 0 30' 84" 100.0 150.0 NOiE: 36' 100.0 145.1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 24' 98, 100.0 150.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 30' 100.0 150.0 0 U 24" 108' 100.0 150.0 c85a 24" 120" tRO 150.0 - qU N KU O ;t Engr:JAVAD AHMAD c CML FLA.PE 0592 Approved A9 com 1'is with$bt, CAN. 38 rioiida yulchte �. 111 I ade lrro act I O 20 JF NOTE: �' .� gy drawing no. ` GLASS CAPACITIES ON THIS SHEET ARE j T��l� � W 14-16 BASED ON ASTM E1300-09 (3 SEC. GUSTS). l.-' i �.' tS sheet 2 of 5 1BYTlli � k—. -- 0 TYPICAL ANCHORS • • ••• • • • ••• YIOOD BUCK SEE ELEV. METAL •• •• • • • •• •• • OR Y100D BUCK (�[\ v FOR SPACING STRUCNRE • • • • • • • • • • UCTURE `i�• MIAM-DIRDE COtjFN1Ty PROVED q a . • ••• MULOON•& MULU0ICCHORS EDGE DIST. SEE SEPARATE N:A •• EDGED J • EDGE DIST. 1 �' N •'• ": • • • • • 2 a it 7 0 • • li G3 I II '.t � d• to °a rTJi �� h 9 II II J •• • • • •• •• •• 2 II . ••• • • • . .. . II II TYPICAL ANCHORS • • • •IYP CA CH S • Q C j C • TYPICAL ANCHORS 0 aA h— II SEE ELEV. • • • • SE E •• SEE ELEV. �t09 FOR SPACING •• • • • FON SPAC G FOR SPACING II II LL`�_sa L' II II I it II II li WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING li II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 114" DIA, TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) U o ii �� AND TRANSFER THEM TO THE BUILDING STRUCTURE. 114" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) J II I, INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ' II II 1-1/2" MIN. PENETRATION INTO WOOD E3 g G II II W On li II THRU 1 BY BUCKS INTO CONC. OR MASONRY d li 1-1/4" MIN. EMBED INTO CONC. OR MASONRY tE V4 0 � I ! DIRECTLY INTO CONC. OR MASONRY C' r = o R~'i ! I 1-1/4" MIN. EMBED INTO CONC. OR MASONRYE2 0 oM 82 z I� Ii 114" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 121 —I yr Z m W li II INTO METAL STRUCTURES o 3 z li Ii STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) U ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) U w Ii h (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w W rn II II O !! U #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I! II I! INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") p I{ (NO SHIM SPACE) ii TYPICAL EDGE DISTANCf r 0 I� INTO CONCRETE AND MASONRY = 2-1/2" MIN. II II INTO WOOD STRUCTURE = 1" MIN. u II INTO METAL STRUCTURE = 3/4" MIN. II II I� Ii CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 2 iI it C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN, c m II II 3 SEALANT: o a- ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �` a O 1 JOINT SEALER. I i v Engr:JAVAD MMAD t n 0 e a .a CML Approved aicampl.;ingwllbPit. 4a e' e F CJ1P.N• g2 Hlarlda uldlDR e , :a �. F Dale r °+ 4` a•.a e it ^ EDGE OJ T.• ° `* :° MIAMI Product ' to l TYPICAL ANCHORS \_ `7 SEE ELEV. I f TYPICAL ANCHORS 1� drawing no. 9 1 I SEE ELEV. l 1 5Z L� lig. 9 r ''• .a FOR SPACING WOOD BUCK~ FOR SPACING U•' _ l.: ;J W 14-16 sheet 3 of 5 . ... . ... ITEM � PART g READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS •• •• • • • •• •• • 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — • •• • i 6 �� 2 FY302 AS REOD, GLAZING BEAD— 7/18"GLASS 6083—T6 — � � •.• • � • • ••• / a 3 FY303 AS READ. ANCHOR COVER 6063—T5 — 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/8'HIGH SILICONE FRANK LOWS • •.. • . • •.• IN o 6 #8x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS • • • • • • • • • � � O MO � Q 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL ••• ••• e•• ••• •0• • L v Ou'. 8 — AS REOO. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A ^ Y •• • • • •• •.• •• T� • ••• • • • • •• • aQ 000 0 CORNER DETAIL MIAMI—DADE COUNTY U o APPROVED MULLION J SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING vi S W �r- 3 co M O an 'n Q. J v> ZL` TYPICAL ANCHORS O d SEE ELEVI w FOR SPACING w w;'m WINDOW WIDTH WINDOW WIDTH 181' WOOD BUCKS 1/4' MAX. SHIM 1/4` MAX. TYPICAL ANCHORS 1/4" MAX. SEE ELEV. SHIMS FOR SPACING SHIM 3 TYPICAL ANCHORS C SEE ELEV. Y't'1/4' FOR SPACING • ° AIN. m z a V iq n ---__ ________---__ ° c METAL oc w F w STRUCTURE b b ut O W < _ _ Ervgf:JAVAD AHMAD n 9 2 CIVIL 1 EXTERIOR a FLA. PE 3 70582 approred as complying with t51• CAN. 338 Florida I)uidinl.C •e D.L. OPG. Dolr� r A!aml e Praluet Coplrol v WINDOW WIDTH 7015 f. � drowing no. W14-16 I `-1 sheet 4 of 5 METAL . . . . • • • • • w_ TYPICAL ANCHORS STRUCTURE • • • • •AAMI•DAOE COUNTY•APppII��00��EE0 SEE EIEV. • • WILLIMN HBc ftWOMANCFIORS FOR SPACING ] / EDGE DIST. SEE SEPARATE NOA 3 a EOG£ AIST• ° ' r J EDGE DIST. ••• • •• • • • FI • e.,y- ° • • • z NS e f •• •• • i •• •i•• • II • • • OIi1i/ Qy �r7 wag3 U • • l'1•• •• i • ALT. • • • •• • Q paOq •• • • ••• • O TYPICAL ANCHORS •ICAC ACi- 0 SEE ELEV. SEE ELt a yl FOR SPACING FOR SPACING LL mi C-4 W N� o a Ot/a- MAX. SHNS ALT. 3 Z co O r .p 4.• ltl q e r Gi x q Q J+ N TYPICAL ANCHORS m o SEE ELEV. q i, FOR SPACING n ' 4 IA U Wo Tj a 0 B � o a-- N o ALT. d c< fp N INSTALLATION DETAILS SMITH FLUSH FRAME ADAPTER Engr, iAVAD MkM � a' CIVIL dppro�cJasrnmplgiegt�tllttEte is .... FLA.PE 70582 "o-> CdN. is 38 Florida 11idti++Ing Cede � Date-d .2�. .Q�,�3 as'• .$ V K 0 ' v EDGE DIST. >- d�ANI �`_31 � 9 r v. I x At ami Dnde Ptoduet C Irol .TYPICAL ANCHORS e SE ti E ELEV. ,A drawing no. FOR SPACING / J` W14-16 sheet 5 of 5 M IAM I•DADE MIAMI—DADS COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2$9.9 NOTICE OF ACCEPTANCE (NOA) wyny.mlamldade gov/economy 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). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. 1f this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"ECO—Guard Clipped"Aluminum Tube Mullion--L.M.L. APPROVAL DOCUMENT: 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•N-;Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dad%Coultty Prod j i Vontrol.so 0 so Section Approval stamp with the Notice of Acceptance number and Approval d,*0b jl the Miami.-Dade •• County Product Control Section. 0 0 6 6 6 0 11..o.: ••••'• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0•°.6' •••••• 6..6 •. LABELING: Each unit shall bear a permanent label with the manufacturer's ntaq pk logo' t}c,0 state,•••+• series, and following statement: "Miami---Dade County Product Control Approved'k01Calls othemvise0noted•0••• '• • herein. . .6 . .000.6 RENEWAL of this NOA shall be considered after a renewal application has been:$f&f end thire tis been...;. no change in the applicable building code negatively affecting the performance of tNs product. ;••"' • TERMINATION of this NOA will occur after the expiration date or if there has been a revisicar fll;change• in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endod8ment of any product, for sales, advertising or any other put-poses shall automatically tenninate this NOA.Failure to comply with any section of this NOA shall be cause for termination and t'emoval ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E---1 and E--2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0529.16 MIAMI DADS COUNTY '� C,�•`' � Expiration Date: October 23,2019 ` 1� Approval Date: October 23,2014 t� 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 a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-21660, both dated 01/15/09,signed and sealed by Candido F. Font,P. E. 0000 4. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202--9$ '.•••0 •••••• 2) Uniform Static Air Pressure Test,Loading per`F$C,TOS;W-94 3) Water Resistance Test,per FBC,TAS 202*94:'' •' '• 0 0.0 0• 4) Forced Entry Test,per FBC 2411.3.2.1,anJX47202 2,4 00 ;•••': along with marked—up drawings and installation diagram dt.%dipped dlv&inurn••••0 mullion single hung window,prepared by Hurricane EngineerioR&f estigg,•IM, Test•••' Report No. HETI-08--2166A, dated 01/15/09, signed and seaiL'ti by CandiM R. Fong 0 0 0 P.E. . 0000.. . • • • . . 0.000. ...... • C. CALCULATIONS 0••0 1. Anchor verification calculations and structural analysis, complying with FBC'2010 and FBC 5"' Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). .E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 f Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5"' Edition (2014), issued by AI 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 No.'s HET148 2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P. E. G. OTHERS 1. None. 6666 . . 6666 6666.. 6666.. 6666 6666.. 690.4. 6666.. 99.9 :0. 0- 69 . 9 0000 4 90 6666. 909499 40 . 09.09 09 99 .. . 000999 4..90. 00 . . . 64.699 6666.. 0 . 9 . . 6666.. *se 06 4z Jaime D.Gascon—,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2414 E-2 . . ... . . . ... . ... ... Z 0 z T----rT(1T------T- O • • Ja JUl • • • + i iii g 3 • CL•• g - --ti • • iii �__�_ • • __ - Jr--- ----y j I II I j it JI 7 4.000 • ••• 11 ••• r p ifI __- I11) �IjIf II r -- I�TYPICAL --- I GLAZING PRODUCT a _ --- - ----_�� II It---I i4041 � M • • •• • • I • I tl &<a ••• • • •• • 9.000 � a • • • • • •• • • I I - � • • • • • *4119 •• WINDOW FRAME4c Z 6.000 I' U Q W 1! L L' 3.000 4.000In U o m TUBULAR SHAPES z MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2.000 ALLOY = 6063-T6 V1 m AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED J t IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Wm RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS °r`° HORIZONTAL OR VERTICAL 3 to USING MULLION PROPERTIES ONLY 0 oM in SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ��r�r�� D `— J.]_Y_L4Yi Z z 3iIJL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE : Z REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). J 0�t 0 ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE Q W Lu APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O 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 c ARE NOT PART OF THIS APPROVAL O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS,THAT COME INTO m CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS, � m 0 USE CHARTS AND GRAPHS AS FOLLOWS. lo m lo STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 �2 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-RADE COUNTY APPROVED GLAZING PRODUCTS a MEETING ABOVE LOAD REQUIREMENTS. Engr:JAVAD AHMAO o STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML APPROVAL. FIA. PE 1 70592 CAN..3536 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED STEP kpptiy�drsaun I fn� b IN STEP T ABOVE. Platitia T)uildit.9_6 v T1ntr ' `� yf USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS _ 1' ��O/� 1°'IMiY,1� Browing no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING Iit utttl) t I it Ohlli MORE THAN THE DESIGN LOADS SPECIFIED IN STEP t ABOVE. M14 {�V q 1.000 .125 .375 1.000 .. •. w.•� -� 2.0&• ••IZ� f�2. .125 I�2.000—�{�.250 0 • • • I •_i• • • I I I I 1 �{ 1.000 1.000 �I • • • • • • • a .125 I • • •. • • • ••e z g 125 .375 p 125 • •o • • 4.000 4.000 125 • •4.0 0• • •0 0• ••12� g 3.000 • • o • • • • 3.000 .125 •oo o• • o a i• . a+ q 375 . • •• •• •• 375 6.000 6.000 Lu 0 000 a oq W o • • • .125 .250 Ix = .9502 iN\4 Ix = 2.0374 w\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 • • • Ix•= 2117682 1"4* •• 14 Z y� Sx = .6335 IN\3 Sx 1.0187 IN\3 Sx - 1.0254 IN\3 Sx = 1.5939 IN\3 Sx = 1.4881 N\3 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD, MULLION 6063-T6 I6063-T6 6063-T6 6063-T6 6063-T6 U o N Ix = 8.2757 IN\4 Ix = 15.2031 N\4 Z Sx = 2.7586 IN\3 Sx = 5.0677 N\3 0 N N 2 X 6 2 X 6 -1 STD. MULLION HEAVY MULLION �i 6063-T6 6063-T6 }w tc m U1 �00 ► 0 on 1 � g p r 1 Z ZaJL�' 0t .-LU 0 y 718 1.716—�I 125 2.125 125 2.125 0 125 n.P. TYR Anpntivod as comglyhvb IVMI the Y>~atidn 191d1dh 2.000 1:7ete__�. + "iii 4gjmw u1 p, 5.500 5.500 W-2.0001 p • ._ o N NOTCH NOTCH °�' c OPTIONAL 1/2. OPTIONAL MIN. MIN. a o Engr.JAVAO AHMAO a ® CML FLA. PE p 70582 c 1/2• CAN.�J538 1/2" MIN. ® MIN v $ y O i MIN. MAY ll 201E rd'--w, . o :S 05Fng no. ANGLE CLIP MULLION CLIP MULLION CLIP M14-01 6063-T6 6063--T6 6063-T6 - sheet Q of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY*- PSN (Y11B8 MUOLIONS) • ••• DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X4 1 X3 1 X4 F12O.0 2X6 2X6 WINDOW DIMS. 1 X3 1 X•4 1X3 1X•4 4• XB• 2X8 WINDOW DIMS. 1 X3 1 X4 1 X3 1 X4 2 X 4 2 X 6 2 X 8 o WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STA. HEAVY WIDTH (W) MULL SPAN STD. STA. Cli USTaI� S O. §TD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STA. HEAVY 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120'b 1lb.0• 120.8 12 .0 0. 120.0 19-1/8" - - - 59.3 55.3 120.0 120.0 Z26-t/2" 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 G 120.0 120.0 120.0 120.0 120.0 120.0 30/ 47.5 101.9 78.9 120.0 120.0 120.0 120.0 30" - - 37.$ 35.3 98.1 120.0 rt137' 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 .9 .6 614 1,20.0 •1200 187710 121#0 37" - - - 30.6 28.6 79.5 120.0 0 g 42" 120.0 120.0 120.0 120.0 . 120.0 120.0 120.0 42" 33.9 V2.1 0 1 f3 .1%1,4 1290 .120.0 42' - - - 27.0 1 25.2 70.1 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 .1 4E.1 7 • 1 1194% X120.0 48' 120' - - - 23.6 22.0 61.3 112.6 p 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 e 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.6 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. nO• 7%5 •67.7 49180.0 a 6120.0 66 - - - - - 44.6 81.9 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.83 • 6. .62� .120. 120.0 72' - - - - - 40.9 75.1 4 LL Q p 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 824• 0. X12 0 120.0 20.0 19-1/8' - - - 44.5 41.6 115.6 120.0 g C 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.?0 6(R2 0 12" 01104 OMOXF 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 W. - - - 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 Q 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 Yt eee��i 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 Q. 132' - - - - - 46.1 $4.6 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 U o 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 57.7 O1 66" 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 66 - - - - - 33.5 61.5 Z ! 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 58.4 {/} 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 18-1/8" 34.5 74.0 55.8 115.8 108.1 720.0 120.0 19-1/8" - - - 34.3 32.0 89.0 120.0 j M 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 83.5 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 64.3 118.0 g W. 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 }LLLJ tc 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 M U)N CO 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 }� m 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 48" 144" - - - - - 35.5 65.2 0 ort ul 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 0 r h Z Z 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 Z 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 3 0 La J 72" 59.3 95.4 96.0 120.0 t20.0 120.0 120.0 72' - - -- 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 Q U^w 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 W cn 26-1/2' 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 O ARCHES TA BE AR SHAPE HORIZONTAL MULLION 30' 77.8 120.0 120.0 120.0 120.0 120.0 120.0 W. - - - 51.8 48.4 120.0 120.0 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' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - -- 37.0 34.6 96.1 120.0 %�GIA2ING 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 VERTICAL c 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION p 60' 38.9 73.9 63.0 115.7 106.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z 68' 35.4 87.2 57.3 105.1 98.2 120.0 120.0 $6' - - - 23.6 22.0 81.2 112.3 GLAZING GLAZING a PRODUCT PRODUCT 72' 1 32.4 1 61.6 1 52.5 96.4 90.0 120.0 I 120.0 72' - - 21.6 20.2 56.1 103.0 . • GLAZING GLAZING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). G oa NOTE: W1 W2 MULLION SPAN i c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. .� (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS E�gr.JAVAD AHMAD o CML FLA.PE 1 70592 WWIIff11 /ww��_ Wt t W2 CJ N.3538 ApprrnednsiOrn�4fa'W111y1Tiro 2 3 Flotidu 611 v v` u 4 r!oA+1 = .� drowing no. MULLIONS 1,1 : ,«��- 140 2 :, t 4 M14-01 . � • sheet 3 of g DESIGN LOAD CAPACITY - PSF DESIGN LOAD•CAPACATY•i JISF • • • ••• DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. :•06T*ORtt T E• • • • • WINDOW DIMS. ANCHORS TYPE ra �ra�l O WIDTH (Y) MULL SPAN A2 A4 A6 B2 Boa 114b WIDTH (W) MULL SPAN A2 4 • A • • Bin B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b v 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 1tO.0 •12bb• 0101.40 128.0 0•920.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 Z g 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 Q z0 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 3 37' 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 laO. •120.0• •57, • 754 '1645 37" 50.6 88.2 120.6 32.4 46.7 64.9 �C � g 42' 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 `110.0 1211.0 •4 66.5• •9 .4 42' 44.6 77.7 116.6 28.6 41.1 57.1 Q 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4" 63.0 169.11' 0 120.0• 46.14 0 58 • 080.8 48' 120" 39.0 68.0 102.0 25.0 36.0 50.0 A. - 1% 0 LL 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 A a 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 �X7 ell 0 Be 88.7 120.0 120.0 56.9 81.9 113.7 1 66" 45.8 79099 0 19 .9 0 2%40 942•i ••58.8 66" 28.4 49.5 74.2 - 26.2 36.4 cy 72" 81.3 120.0 120.0 52.1 75.0 104.2 1 72" 42.0 73 • .9• •2 9 •70,V'.8 53.9 72' 26.0 453 68.0 - 24.0 33.3 1 Q a IQ.0 H 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.09 0 120.00 0 8" 0120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 1 Q W E 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 130.0 •126.0 6407 • 09M ••120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 W. 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 �L Z 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 Q $ 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.8 42" 40.5 70.6 106.0 26.0 37.4 51.9 666111 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 53.7 97.1 120.0 35.7 51.4 71.4 48' 132" 35.5 61.8 92.7 22.7 32.7 45.5 � 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 ZO.2 29.1 40.4 N 64" 89.1 120.0 420.0 57.1 82.3 114.360' 44.6 77.7 118.6 28.6 41.1 57.1 60' 28.4 49.5 74.2 - 26.2 36.4 1 th 66" 81.0 120.0 120.0 51.9 74.8 103.9 Be 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 1 - 23.8 33.1 1n -) II 72" 1 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" 1 23.6 41.2 61.8 - 21.8 30.3 V! W 19-1/8' 120.0 720.0 120.0 120.0 120.0 120.0 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" D ILI 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 }�w 37' 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 1 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 Im 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 62.5 48' 144" 32.5 56.7 85.0 1 20.8 30.0 41.7 0 O M 54' 82.2 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.8 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.8 - 26.7 37.0 Z Z ^1_j 'n 80" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 38.0 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 Be 23.6 41.2 81.8 - 21.8 30.3 j Z�i n 0 �r� .. 72" 81.8 107.5 120.0 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 O 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 Q W 0):2 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 EC INSCRIBED oil ANCHGRS TYPICAL IN�DE RECTANGULAR SHAPE 0 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 37' 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 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 GLAZING 48" 63" 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 [ARODUCT � PRODUCT �� 3 CAL 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 ULLION o 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 3 66" 54.0 94.2 120.0 34.8 49.9 89.3 Be 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING PRODUCT 5 � /111NG in ANCHOR 72' 49.5 86.3 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 GLAZING GLAZING PRODUCT PRODUCT TYPICAL. ALL LOADS ARE EXT.(+)/INT.(-). 1�TYPICAI ANCHORS m ANCHORS H o NO pl1 1Y4 I MUWON SPAN I c ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. E JAVAD AHA'Ap o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = Yn + W2 " CML 2 FLA.PE 111 70.582 Approved as oomptyi0g 1vtU1 The CAN. 38 Q I)Nedtt DIu1dI}8 /ZO v° 8 ;3 IS NgAN_ 'y` nor .,,•,, ` K/Y fi�it1Y;.:� IQ1�r e drawfn no. ANCHORS I1Y M14-01 sheet 4 of 9 % . ... ... TYPICAL ANCHORS .At•ANH • • • • • • o 2 PER CLIP(1 ON EACH WING) • 1 CER C GLE •• • • • • • ••• • • \I • • �• •• Nl \LO\NtR?E\ , O z1\ L j• U • d o r ` I I • • • • II 1 • X I • • I�• • ••• • p = 8 =- tt t------------1 1 LI II 11 p �r�1�► I I I I FLOATING CLIP •• • lb lie ! 2.1r 1/8"•• `'' 8 I I I I SNUG FIT INSIDE MULL • • LL LA, • ALM OLE • #14 SMS 1 1 #14 SMS• • • • • • • Q 1-3/4'O.C. ANN. 1 1 1-3/4' O.C. MIN. • • 1• i • • • • • 4 PER CLIP 2 PER ANGLO• • • 006 •• _z (J o M N O ANCHORS TYPE 'A2' TYPICAL ANCHORS: (�jl UJ ANCHOR TYPES SUBSTRATE MIN. EMBED.MIN. EDGE 01ST. 00 1/4' DIA. ULTRACONS BY'ELCO' m m CONCRETE 1-3/4' 2-1/2" I- 3 t7 w (Fu-177 KSI, Fy=15S KSI) O o- 1/4" DIA. SELF DRILLING SCREWS 0 I METAL 1/8` 3/4" a _i (GRADE 5 CRS) Z Z �L` 8 TYPICAL ANCHORS TYPICAL ANCHORS g 3r Z 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE CONCRETE = f'c = 3000 PSI MIN. D �j METAL = 1/8' MIN. THK. STEEL Fy = 36 KSI MIN. Q U 't_3 1 \' \ \��i \ \ \ \E 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) W R OR ET ANCHORS MAY BE HEX OR FLAT HEAD. O i I I I M AL S'T C E v v - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WWITH ATER-WHITE AMU-RESISTANT U-RESISTA T TOALATE NGS,LACQSUCH AS BITUMINOUS PAINT OR iV 1 I 1 L \ --------- I I --- - I N 4 FLOATING CLIP I I I I 2 X 2 X 1/8" - I I SNUG FIT INSIDE MULL LI U ALUM ANGLE I I 1 f #14 SMS I I 014 SMS I 1--3/4'O.C. ANN. 1-3/4"O.C. MIN. 4 PER CUP 2 PER ANGLE A c +® ao N 07 O L C Z_ M a_ _ M Engr.JAYAD AHMAD �, o CIVIL Alqmwcd as a mtglying wida ate FLA.PE 70592 Pkirida 6uildi Co CAN., Du"o O �I� ANCHORS TYPE 'Al' n"1°a�1f�dr� r y qq t4 AY G r)Q1 drawing no. Iy� M14-01 . � sheet rj of 9 • ••• TYPICAL ANCHORS ••• z 6 PER CUP (3 ON EATYPICAL CH WINNG ) 3 PER ANGLE \ \ 0 R \ • • • • • Z'ONCRth'E • P' • • • • • g g I I M S Utu • I • I M AI SFU U E O • • • • • • d GGjj M I N tII. I II II •• •• •• • • • •+--------- I •• ••• • • • • ' O ___________ FLOATING CUP • • •••• • •SNUG FIT INSIDE DULL• • D, ALUM ANGLE #14 SMS Q3N aO Ei #14 SMS I I 1-3/4' O.C. MIN, I I 1-3/4' O.C. MIN. 1 1 6 PER CUP 3 PER ANGLE b O J m zJ ull `a j j W TYPICAL ANCHORS: m � ANCHOR TYPES SUBSTRATE MIN. EMBED.MIN. EDGE DIST, 0]w 00 1/4" DIA. ULTRACONS BY'ELCO' D 3 M m 2" (Fu=177 KSI, Fy=155 KSI) CONCRETE 1-3/4' 2-1/2" F 00"TYPICAL ANCHORS TYPE A6 '/4tl DIA.(SELF GRADEDSIWtNS, SCREWS METAL 1/8' 3/4' z z�� y CONCRETE - f'c - 3000 PSI MIN. 7 METAL = 1/8' MIN. THK. STEEL Fy= 36 KSI MIN. J O 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) Q rng ANCHORS MAY BE HEX OR FLAT HEAD. O ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISIANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. 0 U C d 2 O w °c a Engn JAVAD AHIAAD a CML FLA.PE/ 70592 CA .N.3538 ►PP . � rov>1�J89Iy�IgtiiE116Ee a T'IolidaLRRdld 1, Z� 'le NOA0* •• O M' adyPm ion '� - }� Browing no. MAY 2 2.014 M 14-01 sheet 6 of g TYPICAL ANCHORS "YPICAL•ANC RS• • • • • • o 2 PER CLIP (1 ON EACH WING) 1 t�R A�GLE••: : : µl V\\ RlY \ \ \I �'IRLEO�LOCK�f O� o 0 U Zu I I w00o sT u a • Qoo � � 000 XFl e /�/�, e I I • • • • tI I • • • • � � � � „i \ L----------J 4 I1 I I 1 FLOATING CLIP W I I I I SNUG M INSIDE MULL •• • I L 11 • A X ?h LE 0•• 0 014 SMS I i #14 SMS•� • • • ••• •• �• 0°� I] 1-3/4'O.C. MIN. 1 I 1-3/4"O.C. MIN. • • I• • • • • • �! 4 PER CUP 2 PER ANGLE• • • ••• •• eQ u,z tIS s O z_ g U o i� U) H Z O a�o TYPICAL ANCHORS: w ANCHORS TYPE 12' ANCHOR TYPES SUBSTRATE MIN. EMBED.MW. EDGE DIST. w in w 1/4'OIA ULTRACONS BY 'ELCO' MASONRY 1-3/4' 2-1/2" M rn F (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2' 1 :D (n ~ 3 (OM N OOi124 WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. j Q MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. Z Z �' TYPICAL ANCHORS TYPICAL ANCHORS 3 z 4 PER CLIP (2 ON EACH YANG) 2 PER ANGLE IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW \ \ \ \ \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER J 0 `t p \ 61SK\ \\\\\ \ "kik,BLCtK�J THEM TO BUILDING STRUCTURE. a W m \ \ OR ANCHORS MAY BE HEX OR FLAT HEAD. O I I W D U E e (m G i o ► 11(I� I N e 1 N I II I� o \ p -------------� N - I I I I FLOATING CLIP I I !I 2 X 2 X 1/8' I I I I SNUG FIT INSIDE MULL Ll U ALUM ANGLEN g14 SMS I I 014 SMS I I 1-3/4'O.C. WN. 1-3/4' O.C. MIN. 4 PER CUP 2 PER ANGLE • •� C Z � a lapiq Engr.JAYAD AHMWD �, . 0 CML Ayprovc0 as«+u plyh�g N{de We FIA.PE J 02 pro Bow g CAN.3538 i�s fit c flats �� o A ' 3/8" MLN. 2 7/a' ANCHORS TYPE `B4a' laonx-_ — MAY 2 y 20 4 0 TYP. TYPICAL M' I c Canuu drawing no. �- M14-01 sheet 7 of g . . . ... . . . ... .. .. • % TYPICAL ANCHORS CAI.ANCHORS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 0 �p 7 •, • ,• ,• , 11-1-1:1�LfTCK G I i 710 D TURE,� s i • R I • • • I W OD S U • • • • • fa 0;p w h ® ® � I I •• • • • •• iw•• I t---------------------- f • ••• • • • 11•• {� i i I I FLOATING CLIP • • • • • • • i 0 I I I I SNUG FIT INSIDE MULL• • • • • II, i 2 X 2 X f/6' O #14 SMS •• • X14 S1ds U,•• ••I ALUM ANGLE 1-3/4" O.C. LON. I 1 1-3/4" O.C. MIN. 6 PER CUP 3 PER ANGLE U o CD to Z —i a j g TYPICAL ANCHORS: w ANCHOR TYPES SUBSTRATE MIN. EMBED.MIN. EDGE DIST. L l 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY1-3/4' 2-1/2' w }}�UJ W (Fu=177 KSI, ---155 KSI) WOOD 1-1/2' 1' t/1^ TYPICAL ANCHORS TYPE `B4b' WOOD = 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. j o oM MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. Z Z ro IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW $ Z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q -q " THEM TO BUILDING STRUCTURE. 0 ANCHORS MAY BE HEX OR FLAT HEAD. O 0 c N d 0 N O N m 0 O Erign JAVAD AHW o Approved as FLA.FE i 70592 ilotidaBuUd' CAN.3538 ^ Date _ y NOAH Mi a c O dra+ving no. „ sheet $ of g N 14 WAS • • 000 • • • SEE CHART FOR QUANDRES • TUBS MULUQN • • a --- --- •-•-. • • • • ••• Z pp 0 }jj z • • • -• - • • e.• 3 - • • • • ANCHOR NO. OF • CHART SCREWS • • . • • • #14 FH SMS a .. • •••• • TYPE A2 2TYPE A4 2/ SIDE I I TYPE A6 4 8 I. 1/8" THICK ALUM CHANNEL I VVV LENGTH 70 FR SNUG .} •j • • •• ••• •• cy INTO MULLKIN. I •I TWBE.MUikUc • • Q • • • • • • • •• . 0 C • • • • • • 3 J TUBES MAY 8E NOTCHED �� a 0 0 • a s* •• Y• AS SHOWN TO ALLOW INSTALLATION IL Z -_ OF CLIP ANGLE I I I CAULK JOINT AFTER ASSEMBLY I I N 1 I eeeeilll #14 FH SMS I 1-1/2" O.C. MIN. I I ACCESS HOLE SEE CHART-\, I FOR QUANTITIEStn 1 - --J 1n .JJ I ----- ----- ------ ----- ------- ------ - Q 1 _jW -------- ----- ------ ----- -------- - ----- - }W tu fn I -- -i F- '0 THIS SCREW CAN BE I j j 0 o M a INSTALLED IN EITHER 1 I #14 FH SMS I I I 1 DIRECTION q I I 2 PER CUP I I I z Z_ 1! I i" O.C. MIN. I I I I Z I j I Z o J 0� � W rn� 1-3/4'X 2'X 1/8"{FOR 26Y TUBE 0 3/4'X 2-X 1/W FOR (18Y TUBE AWM ANGLE CUT TO FR SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION g U N #14 SMS SUBSTRATE Ed. MIN. EDGE DIST.IMIN. CL TO CL SPACING ALUMINUM 5/8' 1/2' o 0 .y c O a _ Erjr.JAVAO AHMAD a, o CML FIA.PE 70592 YQA 97 e0 ylji$1Y 1*9 C.A.N. 838 Midn0 Date + NOAH i ' cl 4 t viE / \ � ------------------ drawing no. �!i�k1` '. 09tf M14-01 sheet 9 of 9