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WS-16-1455Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -5-16-1455 a Permit Type: Windows/Shutters erm 1 ork Classification: Window/Door Replace Permit Status: APPROVED Issue Date: 6/22/2016 Expiration: 12/19/2016 Parcel Number Applicant 55 NE 94 Street Miami Shores, FL 33138- 1132060130560 Block: Lot: PATRICIA BOEHNE Owner Information Address Phone Cell PATRICIA BOEHNE 55 NE 94 Street MIAMI SHORES FL 33138- (202)262-2500 1 Contractor(s) Phone Y & TA BUILDING CONSULTING LLC (786)419-5010 Cell Phone Valuation: Total Sq Feet: $ 9,500.00 00 Type of Work: REPLACEMENT OF 14 WINDOWS AND 1 DOO No of Openings: 15 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $3.75 $3.75 $2.00 $250.00 $12.00 $8.00 $285.50 Pay Date Pay Type Invoice # WS -5-16-59937 06/22/2016 Credit Card 05/26/2016 Credit Card Amt Paid Amt Due $ 235.50 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is construction and zoning. Futhermore, I authorize the above -nam ccura and - all work will be done in compliance with all applicable laws regulating contr.r : r to he work stated. Authorized Signature: Owner / Applicant / Contract. s" Agent Building Department Copy June 22, 2016 ate June 22, 2016 1 BUILDING PERMIT APPLICATION 19\-)1 LDING 0PLUMBING ❑ MECHANICAL 0PUBLIC WORKS JOB ADDRESS: S 5 NJ6- 91111-- S I City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: -g OWNER: Name (Fee Simple Titleholder): Por4►- ; r ,0( QP Address: SS IVa gLitIA S City: Vi _ cy vti 5 6 V S State: g Tenant/Lessee Name:// Email: �'1gTT• 1)0 ph l4e C.2—__ b Ot i ' e+ * C --c:;. k- t CONTRACTOR: Company Name: rio e1(Ihf/�: 6.)1 Address: /?f 3/ 5'W % i 4t/r (� City: r[�� State: Qualifier Name: poor 4,DN24t J State Certification or Registration #: ZZ / %o 4 9 2- Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Value of Work for this Permit: $ Oa . PP Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING FBC 20/ " Master Permit No. W5/b - Sub Permit No. ❑ REVISION D EXTENSION ElRENEWAL ❑ CHANGE OF ❑ CANCELLATION D SHOP CONTRACTOR DRAWINGS Zip: 3 /3 U Flood Zone: Yl e NO BFE: FFE: Phone#: *2--4'124ZZ.-CA Phone#: Zip -3. Jac Phone#: (y ne:912 Zip: 33/39 Phone#: `- 4 no3 2 Type of Work: ❑ Addition Description of Work: ❑ Alteration City: State: Zip: Square/Linear Footage of Work: ❑ New SA. it/Replace ❑ Demolition I ()Poi?S U2'too(*) Specify color of color thru tile: �(� rT Submittal Fee $ 5$0 .06 Permit Fee $ 2c) - W CCF $ (CI co/CC $ ,� Scanning Fee $ IZ ' �l Radon Fee $ a R.s DBPR $ 3 •45 Notary $ Technology Fee $ Training/Education Fee $ 2 . Double Fee $ Structural Reviews $ Bond $ O TOTAL FEE NOW DUE $ 2.3 ' 5 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING,' SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature I S OWNER or AGENT The jfo/r-egoing instrument was acknowledged before me this /(O day of Y'7 ,20 /(D ,by itch/GC L a /l e[tio is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: itA bleaYher lajn i0.rP Heather Leigh ir . -COMMISSION#FF057215• Nai.4`� 'ate EXPIRES: NOV. 17, 201 'yi APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this %y day of Imo^ e or who has pr)'duc-d ,20 16 ,by , who is personallylknown to Q>3 rIA(�/1 W_/� identification and who did take an oath. NOTARY PUBLIC: Sign: Pri Seal: Atigateh Q 111( 11 /101 «r.,/a VI as IONS EE197115 May 09, 2018 MT) 39S-0153 FlorI6.N.I y5ei*s.00m **I,31,*******************************************1, **4, ****** Plans Examiner Structural Review Zoning Clerk Notice to Owner — Workers' Com p Irl iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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 HERE) Signature: Owner State of Florida County of Miami -Dade 1 ,, The foregoing was acknowledge before me this I (0 day of M , 20 I �Q . By P L e. -L G- ate - who is ersonally/known to mer has produced as identification. Notary: ""'••, Heathe r► v SEAL: velTACOMMISSION1FF057245 a EXPIRES:' NOV.17, 2017 .11•4,2!. o www.AARONNOWrf.com tj% AL-FAROOQ CORPORATION AI-Farooq Corporation 9360 Sunset Dr, Suite 220 Miami, FL 33173 - Tel: 305-264-8100 Fax: 305-262-6978 alfarooq@afceng.com www.afceng.com Jose Arenas Vitri Corporation 300 S Biscayne Blvd Suite 3012 Miami, FL 33131 Invoice #: 35441 Date: 5/24/2016 Client ID: Vitri Corporation Prepare letter for Miami -Dade product approval compliance with 2014 FBC For Professional Services Rendered: SS - Vitri - 55 NE 94th Street (16-0608:) - Managed by (KW) DUE UPON RECEIPT New Charges: I $125.00 Net Bill Amount: I $125.00 Outstanding Balance: $0.00 • New Balance: $125.00 This invoice is due upon receipt •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • •• • • • • • • •• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • BillQuick Standard Report Copyright 02016 BQE Software, Inc. • •• •• • • • •• Silage l of 1 ••• • • • ••• • • 2/21/2016 1720 NE 23TH Street Miami, FL 33142 (305) 417-6062 Y & TA BUILDING CONSULTING, LLC Date: OG J 7 It County of: Yit — Dac Before me this day personally appeared ya 1J Q ll sworn, deposes and says: i/Oht G/ et who, being duly That he or she will be the only person working on the project located at: 55 NCS 'pm, 5'T Akfti Voi?Ca fir $ 319i Sworn to (or affirmed) and subscribed before me this: Oil o U` 1 /6 Personally know: V Or produced Identification Type of identification prod Print, type or stamp Na JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION 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: 6/12/2016 EXPIRATION DATE: 6/12/2018 PERSON: GONZALEZ-GARCIA YANIETT M FEIN: 454241741 BUSINESS NAME AND ADDRESS: Y & TA BUILDING CONSULTING LLC 17831 SW 144 AVE MIAMI FL 33177 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this 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 on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing 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 QUESTIONS? (850)413-1609 AD® CERTIFICATE OF LIABILITY INSURANCE !DATE `MMm°;YYYY) +' ._.._.... 106/15/20161 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED: REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. .......... _.... IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must 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 Temax Insurance 7990 SW 117 ave #113 Miami FL 33183 COSITA'K `'? Xamet Barreras (786) 539-5989 ADDRESS: 1 temaxinsurance.com ` xamet@temaxinsurance.com mf No): (305) 356-1235 ......................................................... INSURED Y & TA Building Consulting 17831 SW 144 Ave Miami COVERAGES _ FL33177j [CERTIFICATE NUMBER: INSURER(S AFFORDING COVERAGE INSURER A :11INTERNATIONAL INSURANCE COMPANY OF HAI' INSURER B : NAIC INSURER C_j INSURER D : INSURER E : INSURER F :I REVISION NU CERTIFICATE HOLDER CANCELLATION Miami ShoresVillage 10050 NE 2n d Avenue Miami Shores FL33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN, ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE i (c)1gRR-9n14 ARORn CORPORATION All rinhte reserved TI -118 -f8.70 -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. R . -. 7 �^�� �� �_��� __"� ( TYPE OF INSURANCE I A•t '1 9f 7 a POLICY NUMBER -i -POLICY -UP}.- idAM30D,'YYYYi `-P ILIGY-EXt'�--! IMPAJDDlYYYY= I (LIMITS 1 - A. X COMMERCIAL GENERAL LIABILITY _.... ._...._ ... ? IG06A004568-02 106/1212016 06112/2017 .EACH_O.CCURRENCE.1.. 1$ 1,000,000' -MADE OCCUR DAMAGE TO RENTED i PREMISES (Ea occurrence) ,r--. $ i '""""�"M' 100,00 .CLAIMS ...............___.............................._..__........................ MED EXP (Any one person) is 5,000 $' 1,000 00 i PERSONAL & ADV INJURY j GEN' g L_ AGGREGATE. 3 POLICY OTHER: LIMIT APPLIE$_PER, JECT LOC 1 1 "s GENERAL AGGREGATE ! ' $ 2,000,000 >__._._._.._........_.._....._._ ............._.._......__..._...._., PRODUCTS - COMP/OP AGGJ 5 2,000,000_ 1 _.......... $ ,.... L AUTOMOBILE LIABILITY ( i COMBINED SINGLE LIMIT (Ea accident) "S { ANXAUIQ ._ AJ..0 "yd E _. ___......_ - _- . EDULED BODILY INJURY (Per person) f 1 $ , ; BODILY INJURY (Per accident) .... " LS - '. 1...---"- ' = PROPERTY DAMAGE DAMAGE (Per accident) {......, : 5 HIRED AUTOS] - ,,u.. NED AI3TOS- ?5i [UMBRELLA LIAB „�._„_,_____,_ OCCUR' OCCUR i . ` EACH OCCURRENCE 1 5 [EXCESS LIAR i CLAIMS -MADE AGGREGATE I 5 i DED I i RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY....__.. ANY PROPRIETOFGPARTNER1EXECUTIVE OFF GER/MEMBER EXCLUDED? (Mandatory In NH) 11 yes. describe under--"----- DESCRIPTION OF OPERATIONS .._, 1( i below Y 1 N N / A '" " "" diPE "" t -F -CUTE g -Q } I J _._ __E.L. EACH ACCIDENT; ,.y 4 $ E.L. DISEASE - EA EMPLOYEE $ E DISEASE - POLICY LIMIT --• ? $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule may be attached if more space is required) i 1 CGC1520632 CERTIFICATE HOLDER CANCELLATION Miami ShoresVillage 10050 NE 2n d Avenue Miami Shores FL33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN, ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE i (c)1gRR-9n14 ARORn CORPORATION All rinhte reserved H.R. S.H. H.R. H.R. 'Er-" L `" f Lr4A�u • ami Shores Village APPROVED ZONING DEPT BLDG DEPT IED - j S2BJECT f0 CGh1Pl-1 NCE WITH ALL FEDERAL V I j ( ATE ANL) CC.IJty iY RULES AND REGULATIONS O H.R. Text S.H. 0 C. M. FIXED C.M. C.M. x x 0 GARAGE MU__'OIN 7.2 MAS�25-r S.C.D. WNDOW SCHEDULE MARK W:DT1'1 HEIGHT TYPE MATERIAL MANUFACTURER. CONFIGURATION NOA 510..E QTY Q 142 112 92' 51IDING GL495 DOOR ALUMINUM 501.2/ GLA55 ECO GLA95 COMPANY CVO _-' -f): 0' CLEAR ANODIZE - 1 Q 36 }' 50 1/2 51N211MLNG ALUMINUM 501.2/ GLASS ECO GU95 COMPANY /20 15-0406.12 CLEAR -050022 1 Qi 74' 38' HCR2ONTAL ROLER ALUMINUM SOLE(GIA55 ECA GLASS COMPANY 5-0 15-0728.05 CLEAR -0500292 1 0 183/4' 26' SINGLE HUNG AWMINL'N 50L19 01.455 200 GLASS COMPANY 40 15-0406.12 CLEAR55002E 1 Q 74' 38' HCRPONTAL ROLLER A.WMIMJM SOLD{ GLASS ECO GLASS COMPANY 5-0 15-0728.05 CLEAR AN002E 1 O 74' 50 1/4' 1101720NTAL ROL M ALUMINUM 50119 GLASS 260 GLASS COMPANY 5-0 15-0728.05 CLEAR ANODIZE 1 0 40 3/4' 62 #' CASE/LI/0 ALUMINUM 501-0( GLASS [CO GLASS 6051/50/ % 15-0406.10 CLEAR ANODIZED 2 Q 40 3/4' 62 LM CASEMENT rum) ALUMINUM 5010{ GLASS ECD 01.529 COMPANY 0 15-0406.1 1 CLEAR ANODIZE 1 62± MULLION ALUMINUM SOLE( GLASS E60 GLA..... 5 COMPANY 14-0529.16 CLEAR 55202E 2 Q O 73' 50}' 80820NTAL R0112R ALUMINUM 50124 GLASS [CO GLASS COMPANY X-0 151728.05 CLEAR -050022 2 Q Q 52 3'4' 38' MGR26NTAL RO_L.Qt ALUMINUM 501 01 GLASS M„0 GLASS COMPANYMOWED 5-0 15-0728.05 CLEAR MOWED e34 ? 23' PROJECTED CASEMENT AL' MIOUN 50L2/ GLASS 160 GLASS COMPANY % 15-0404.09 CLEAR -050022I 0 52 3/4' 38' 9092ONTAL ROLLER ALUM:NUN SOLE/ GLASS 260 GLASS C04.171 2Y X-0 15-0728.05 CLEAR ANOD2E 11 11 13 H.R. P.C.M AL PAROOQ CORPORATION THIS SHEET HAS BEEN REVIEWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WTTH RESPECT TO ZONE 4 & 5. BY:I DATE: OS ,ALL INFORMATION PROVIDED BY CLIENT 141 NE 3rd Ave Suite 600 Miami FI 33132 infolgvitricorp.com, Ph:305 767 2262 CLIENT: MATT BOEHNE'S RESIDENCE GENERAL NOTES DO NOT SCALE DRAWINGS. 2. CHECK ALL DIMENSIONS ON SITE BEFORE FABRICATION OR BEFORE SET OUT. 3. REFER ANY DISCREPANCIES TO THIS OFFICE. 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND THIS OFFICE SHALL BE INFORMED OF ANY DISCREPANCIES AND VARIATIONS SHOWN ON DRAWINGS. • CON L" A S . • .••• •••• • • •• •• • ••. . . • •• • • •. • • . • • • .• •.•• • • • •• • • •• . • • • .• •.. • • . • • • • 1 • • .r FEY I/O DATE C950/27ION DFANN CHECK LOCATION: ENTRANCE DRAWING NAME FLOOR PLAN -WINDOWS DRAWN BY SCALE N.T.S CHECKED BY DATE 5/10/2016 4:54 PM APPROVED BY REVISION NO. SHEET NO. 01 May 24, 2016 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Mr. Jose Arenas Vitri Corporation 141 NE 3rd Ave Suite 600 Miami, FL 33137 Ref Compliance with 2014 Florida Building Code Series "RS -240" Aluminum Sliding Glass Door - L.M.I. NOA # 13-1112.05 (Pending Approval 15-1007.01 for 2014 FBC Update) Dear Mr. Arenas, The enclosed sealed drawings are copies o f drawings presently under submittal to comply with the Florida Building Code (FBC) Fifth Edition (2014) at Miami -Dade County. Miami -Dade has notified our office that: "Due to the high number of submittals received during the last few months, our turnaround times are now over 90 days and they probably will be that way for the next few months". We are submitting this letter and drawings to be used as the files are pending to be approved. Please note that this is subject to the approval of the Building Department of Jurisdiction. If you have any questions, please feel free to contact our office. Respectfully, &PE 2016 • Javad •.. ••• Chief Engineer X2!'14 FEC. or. -p' ,r - LEttrrFS2.J ••• • • • •• •• ,,,••• ••• • • a. ,•• •• ••• •• • • • •• • •• • •• • •• •• • • • • • ••• • • •• •• • •• . • . •• • • • • • • • • • • •• •• • • ••• ••• • • • • • 1235 SW 87th Avenue I Miami, FL 33174 I T: 305.264.8100 1 F: 305.262.6978 I www.afceng.com •Zrar®oo fccpi.co•I• • • • . • • • • • ••••• • •• •• • ••• ••• • • 11)4P, MAY 26 2016 AL-FAROOQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE Page 1 of 2 9360 Sunset Dr. 1 STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com Project Number: 22004-1529 Date Requested: 5/10/2016 5:55:54 PM Client: Jose Arenas Vitri Corporation 141 NE 3rd ave suite 600 Miami, FL 33132 Mailing Address: Jose Arenas Vitri Corporation 141 NE 3rd ave suite 600 Miami, FL 33132 Project Address: 55 NE 94th St Miami Shores FL 33138 Job Name: Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 12.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 Next page Gcp Zone 5 Next page Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC 0.6 multiplication factor. © 2016 , Copyright Al-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2014 FBC. Wind pressures are on next page GE4 5 CZ3 d=1Cii OF LEAST HORIZONTAL DIMENSION HEIGHT "H" FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Valid Only with Engineer's Seal • ..• • . • • . .. • .• . • . • ..• • .4 4.201g• ::.. • • .� . ••.. • • • . . . • • •• •• • • ••. ... •. .• • COPYCAN (EB) #3538 • • • • ••• • . . • • . • • . • •• •• • • . • •. • •. • •.. .• • • • •.. • • • • • • • • ..• • • • • • • • • • •• • • • • • ••• • • • • • . . •. • AL-FAROOQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE Page 2 of 2 9360 Sunset Dr. 1 STE 220 1 Miami, FL 33174 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com Project Number: 22004-1529 Mark Component NOA/ Comp Size Area Gcp Coefficients Design Pressures (PSF) # Type FL# W(in) H(in) (sqf) Zone 4 Zone 5 Zone 4 Zone 5 1 Sliding Glass Door 15-007.01 36.00 92.00 23.00 +0.94 +0.94 +37.9 +37.9 -1.04 -1.27 -41.3 -49.3 +0.98 +0.98 +39.4 +39.4 2 Single Hung 15-0406.12 36.00 51.00 12.75 -1.08 -1.36 -42.8 -52.4 3 Horizontal Rolling Window 15-0728.05 37.00 38.00 9.76 +1.00 +1.00 +40.1 +40.1 -1.10 -1.40 -43.5 -53.6 +1.00 +1.00 +40.1 +40.1 4 Single Hung 15-0406.12 19.00 26.00 3.43 -1.10 -1.40 -43.5 -53.6 5 Horizontal Rolling Window 15-0728.05 37.00 38.00 9.76 +1.00 +1.00 +40.1 +40.1 -1.10 -1.40 -43.5 -53.6 6 Horizontal Rolling Window 15-0728.05 37.00 51.00 13.10 +0.98 +0.98 +39.4 +39.4 -1.08 -1.36 -42.7 -52.2 +0.96 +0.96 +38.5 +38.5 7 Casement Window 15-0406.10 41.00 63.00 17.94 -1.06 -1.31 -41.9 -50.6 +0.96 +0.96 +38.5 +38.5 7.1 Fixed window 15-0406.11 41.00 63.00 17.94 -1.06 -1.31 -41.9 -50.6 +1.00 +1.00 +40.1 +40.1 7.2 Mullion 14-0529.16 12.00 63.00 5.25 -1.10 -1.40 -43.5 -53.6 8 Horizontal Rolling Window 15-0728.05 37.00 51.00 13.10 +0.98 +0.98 +39.4 +39.4 -1.08 -1.36 -42.7 -52.2 9 Horizontal Rolling Window 15-0728.05 37.00 51.00 13.10 +0.98 +0.98 +39.4 +39.4 -1.08 -1.36 -42.7 -52.2 10 Horizontal Rolling Window 15-0728.05 53.00 38.00 13.99 +0.97 +0.97 +39.2 +39.2 -1.07 -1.35 -42.6 -51.9 11 f'r�• ec�'(�vt- Window 15-0406.09 37.00 23.00 5.91 +1.00 +1.00 +40.1 +40.1 .� -1.10 -1.40 -43.5 -53.6 12 Horizontal Rolling Window 15-0728.05 53.00 38.00 13.99 +0.97 +0.97 +39.2 +39.2 -1.07 -1.35 -42.6 -51.9 13 Horizontal Rolling Window 15-0728.05 53.00 38.00 13.99 +0.97 +0.97 +39.2 +39.2 -1.07 -1.35 -42.6 -51.9 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loadsconverted to design loads as per 1609.1.5 of the FBC by0.6 multiplication factor.Wind Load Analysis for components and cladding withimpact protection as per specification of ASCE 7-10 &2014 FBC. Valid Only with Engineer's Seal • ••• • ••• • • • • • • •• • • • • • • • • • • • • •• • • •• • •• • • • • ••• • •• • • • • • • • • ••• • • • • ••• • • • CAN (EB) #3538 • • • • • • • • • • • • • • • • • • • •• •• • • • ••• •• .• r"--1 I CONSULTING ENGINEERS & PRODUCT DEVELOPMENT AL-FAROOQ CORPORATION June 14, 2016 To: Ismael Naranjo Building Official Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores Village, FL 33138 Re: Matts Residence 141 NE 3'd Avenue Suite 600 Miami, FL 33132 Folio Number: 1132060130560 Dear Mr. Naranjo, AFC #: 16-06950 i- • • • • • •• • •.•••. • •••••. •.•. • • ••.• • • . •• • • •••. • • •• •••• •••••• ••••.. • • •• •• •.••.. • • • • • • • • • • •• • • •.. • • . •• • • • • •...•• • • ... • • • •• • As per your comments dated 06-01-2016 for the above mentioned project, NOA #: 15-1007.01(RS240 sliding door), which reflects compliance with the 2014 Florida Building Code, has been complied and added to the project. If you have any questions, please feel free to contact our office. Very ly Yo s 1 4 2016 Javad • •ad, P.E. Director of Engineering -KO •••••. • • • •..•.• • • ••..•. • • •..•. • • ••••• •••••. • • 000000 • • •••••. • , • 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com 1 alfaroociPafceng.com t DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 16115 NW 52nd Avenue Hialeah, FL 33014 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 Count :tER– itlicrity Product Control Section to be used in Miami–Dade County and other areas where allowed by the A Having Jurisdiction (AHJ). • • . •.• • • • This NOA shall not be valid after the expiration date stated below. The Miamii-Olde. Courft'.Product ... : Control Section (In Miami–Dade County) and/ or the AHJ (in areas other than Mianti'! itle County).reserve . • the right to have this product or material tested for quality assurance purposes. If•tfifs' oduct;gr. tenal . fails to perform in the accepted manner, the manufacturer will incur the expense of § 1.f. sting dttd the AHJ may immediately revoke, modify, or suspend the use of such product or material.�yirt i rtheir fdri . tion. ............ RER reserves the right to revoke this acceptance, if it is determined by Miamirlp County Pi oduct • • • • • • Control Section that this product or material fails to meet the requirements of the applichbl building bode. • This product is approved as described herein, and has been designed to comply Zvith t,hF Flortdt PLrilding• • Code, including the High Velocity_Hurricane Zone. • • • • • • • • • . .• DESCRIPTION: Series "RS-240"Aluminum Sliding Glass Door – L.M.I. • • • APPROVAL DOCUMENT: Drawing No. W03-101, titled "Series – RS240 Alum. Sliding Glass Door (L.M.I.)", sheets 01 thru 10 of 10, dated 11/10/03 with revision "H" dated 05/16/16, prepared by Al–Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami–Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami–Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami–Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1112.05 and consists of this page 1 and evidence pages E-1, E-2 and B-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mlamldade.Qov/economy • • • ...... • MIAMI•DADE COUNTY APPROVED NOA No. 15-1007.01 Expiration Date: June 24, 2019 Approval Date: May 26, 2016 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) .2. Drawing No. W03-101, Sheets 01 thru 10 of 10, titled "Series — RS240 Alum. Sliding Glass Door (LMI)", dated 11/10/03 with revision "H" dated 05/16/16, 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.1C, TAS 2p2-94 3) Water Resistance Test, per FBC, TAS 202-94• • • , : .... 4) Large Missile Impact Test per FBC, TAS 20 t— 4 • 5) Cyclic Wind Pressure Loading per FBC, T4S QS 94• • . • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TA5.202-9a•• •. . along with marked—up drawings and installation diagram o; the alumitumsliding,,,. glass door, prepared by Fenestration Testing Laboratories,:Ine?.Test 4eport No. . FTL-5868, dated 08/09/11, signed and sealed by Marlin D. Brinson'P. E.''. %... .. • (Submitted under previous NOA No. 12-0618.06) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL--5427, dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0324.92) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test . Report No. FTL-4428, dated 01/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted render previous NOA No. 05-0815.15) Jorge M Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-1007.01 Expiration Date: June 24, 2019 Approval Date: May 26, 2016 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. . •.... • 2) Uniform Static Air Pressure Test, Loading pepPe•C, T4S10?-94 3) Water Resistance Test, per FBC, TAS 202— : • • • • • 4) Large Missile Impact Test per FBC, TAS • 5) Cyclic Wind Pressure Loading per FBC, TAS.2Q3-94 . 6) Forced Entry Test, per FBC 2411.3.2.1, and. TM:202-94 • • • • along with marked—up drawings and installation diagram orthe•aluminrifh sliding' glass door, prepared by Fenestration Testing Laboratories, trio.• Fest Report No. • FTL--3825, dated 07/16/03, signed and sealed by Joseph C. Chan, P. E. . . (Submitted under previous NOA No. 04-0401.03) • • • .. .. . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 09/17/15 and last revised on 05/17/16, 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 Interlayer" dated 06/16/15, 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 07/09/15, expiring on 07/04/18. F. STATEMENTS - - , 1. Statement letter of conformance, complying with[FBC72014, issued by Al Farooq Corporation, dated 09/17/15, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. (Submitted under previous NOA No. 13-1112.05) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle— Kozhaya, Mr. Henry F. Kronfle—Kozhaya, Mr. Raul Ca Bares, Mr. Eusebio Paredes and Ms. Nancy Vias. (Submitted under previous NOA No. 13-1112.05) E-2 • Jorge M Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-1007.01 Expiration Date: June 24, 2019 Approval Date: May 26, 2016 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) • • • 4. Statement letter of complying with the Sales of Assets issued by RC• Al�inun Industries, Inc., dated 10/30/2013, signed by Raul Casares, Pre§ide it; • ••.. • .• (Submitted under previous NOA No. 13-1112.05) • • • 5. Department of State Certification of RC HOME SHOWCASL' 1NC. as a for profit: • corporation, active and organized under the laws of the S Q.ef Flgrida7•dated.•..• 10/11/13 and signed by T. Carter, the Secretary of State. ..•.. ' ' • (Submitted under previous NOA No. 13-1112.05) _ • • • • • • • . 6. Department of State Certification of MANUHEN ENTERPRISESaiLC as d limited liability company, active and organized under the laws of the:Stat of FlQrkk,•dated, • 08/22/13 and signed by N. Culligan, the Secretary of State. •..' : •... • •• (Submitted under previous NOA No. 13-1112.05) •• 7. Laboratory compliance letters for Test Report No. FTL-5868, both issued by Fenestration Testing Laboratories, Inc., dated 08/09/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 12-0618.06) 8. Proposal No. 08-1473-R issued by Product Control, dated 05/20/12, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 12-0618.06) 9. Laboratory compliance letters for Test Report No. FTL-5427, both issued by Fenestration Testing Laboratories, Inc., dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0324.02) 10. Laboratory compliance letters for Test Report No. FTL-4428, both issued by Fenestration Testing Laboratories, Inc., dated 01/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-0815.15) 11. Laboratory compliance letters for Test Report No. FTI -3825, both issued by Fenestration Testing Laboratories, Inc., dated 07/16/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0401.03) G. OTHERS 1. Notice of Acceptance No. 13-1112.05, issued to R.C. Aluminum Industries, Inc. for their Series "RS -240" Aluminum Sliding Glass Door — L.M.I., approved on 12/26/13 and expiring on 06/24/19. Jorge M Plasencia, P. E. Pt:oduct Control Unit Supervisor NOA No. 15-1007.01 Expiration Date: June 24, 2019 Approval Date: May 26, 2016 E-3 L 2 1/2" 1W. 2 3/4' MAX. HEAD/SIU. CORNERS HEAD ANCHORS .2, 3, 4 OR 5 ANCHORS AT JAMB ENDS - SEE CHANT ON SHEET 4 SILL ANCHORS 20R 3 AT 2-1/2' SEE CHART SI'EET 4 2 3/4"'MAX. HEAD/S,LL CORNERS 0 242"1/4 (SECURED-4AM85)- 225 1/4' (UNSECURED JAMBS) 5 1/4" 2 1/2" IW. —III I -I 000R W10211 HEAD ANCHORS CLUSTER OF 4, 8, 8 OR 10 AT STILE ENOS AT 2-1/2" O.C. SEE CHART SHEET 4 FALSE. IIUNTIN OPTIONAL 0 L1 • I I ) c� JAMBOPTION W/0 ANCHORS BRIE J 40 ALUM_SIIDING GLASS ,DOOR DESIGN LOAD RATING FOR 000RS TO BE AS PER CHART SHOWN ON SHEET 3. USING CHART ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE TITAN' DESIGN' LOADS' REQUIRED. -" - s - - - VERIFY UNANCHORED JAMBS, IF USED AS PER SHEET 8. LOWER DESIGN PRESSURES FROM CUSS. ANCHORS OR JAMB CHARTS WILL APPLY TO ENTIRE SYSTEM. 2 1/2' 55 5/8" ' D.L 050. / SILL ANCHORS CLUSTER OF 4 Oft 8 AT STILE ENDS A7 2-1/2' O.C. SEE CHART SHEET 4 TYPICAL ELEVATION TESTED UNIT 62' PANEL WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA B0I1:DING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (1-W1Z). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT' TO 0.45E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED 1N DESIGN Of ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TIE 2014 FLORIDA BUILDING CODE 8: ADOPTED STANDARDS. • DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 4.0' ELL D. WIDTH = PANEL WIUTH - 5.375" NOV, PANEL) D.L.O. WIDTH - PANEL WIDTH - 5.025" (FIX. PANEL) PANEL HEIGHT - DOOR FRAME HEIGHT - 1.50' THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. PANEL WIDTH JAMB ANCHOR SPACING. 1/4" KWIK-CON.AT.12.3.1AX..SPACINO_FOR. UP TO 3/8' SHIMS 1/4' KWIK-CON AT 10' MAX. SPACRIG FOR 1/2' 550.45 1/4' TEKS AT 10' MAX. SPACING FOR UP TO 3/5' SHIMS ••• ••• • • • • • • • • • • • • •• ••• •• t PRODUCT REVISED as complying with the Florida Building Code NOP -44o.••• 15-1047.01••• 4pr 4,ton at. 06/2 /2819 By• • •• • f`1q(n - 1 roduet •0.f • LAMINATED GLASS INSUL. LAM.. GLASS lsE 3II$SIiL•E IMPACT R co s D E 0 P$ 0 drawing no. W03-101 (sheet 1 of 10) ••• • • • • ••• o • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY. SEE ANCHORS INSTALLATION DETAILS ON SHEETS 5 THRU 7. FOR FREE STANDING JAMBS DETAILS SEE SHEET 9. OX (SHOWN) XO EXTERIOR ° ° OXO (SHOWN) XOX (SHowN) o- AT HEAD AT SILL AT HFAD AT SILL EXTERIOR - OXXO (SHOWN) APPROVED CONFIGURATIONS •• ••• • • a • 6 .•• • • • • • • • •• ••• •• • PRODUCT REVISED as complying with the Florida Building Cod. grip/Slim • S•15-100P.O1 •••• e)IphrABon l*t.06/2412019 • •• . •• • By • • • MR11 71Ta .`Product CUM, • • \QWW%t . 11111 ��J • �Jp�-AH �:•' �yGENS� 41U. �:aY 1/711111 SERIES -85240 ALUM SLIDING GLASS DOOR (LI.IJ.) FAX. (305) 260--6432 0 0 Ei drawing no. W03-101 sheet 2 of 10) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP - - NUMBER QUANTITY GLASS GLASS GLASS 1 2400ST-038 TYPE 'A' TYPE 'R' TYPE 'C' PAM Now n 0008 90<441 EXT. (+) EXT. (+) EXT. (+) 110113 ''M INT. (-) .INT. (-) INT. (-) 30 6063-16 80.0 80.0 80.0 36 6005-05 80.0 90.0 80.0 42 - 80.0 80.0 80.0 48 4A 80.0 80.0 60.0 54 82 80.0 80.0. 80.0 58-1/2 8 80.0 60.0 R0.0 80 - 80.0 80.0 75.4 66 6063-18 73.4 73.4 . 68.8 30 JAMB FIXED STILE 80.0 _ 80.0 80.0 36 60.0 80.0 80.0 42 24005T-041 60.0 80.0 60.0 46 11 80.0 80.0 603 54 L ", 96 l 80.0 80.0 80.0 56-1/2 8063-T0 80.0 60.0 00.0 80 SILL TRACK AHCHOR 80.0 80.0 75.4 66 1 73.4 7.3.4 - 30 2400ST-031 80.0 80.0 60.0 38 t5A 80.0 80.0 80.0 42 AT INTERLOCK/ASTRAGAL STILES 80.0 80.0 80.0 48 8063-15 80.0 80.0 80.0 54 102 80.0 80.0 80.0 56-1/2 - 80.0 80.0 60.0 60 - 80.0 80.0 980000 30 V-026 80.0 80.0 80.0 38 21 80.0 50.0 80.0 42 UL1RAFA8 80.0 80.0 00.0 48 - 80.0 80.0 80.0 54 108 80.0 80.0 80.0 56-1/2 80.0 80.0 80.0 60 80.0 80.0 - 5/32" TEMP. GLASS 3/6" MR SPACE 5/32" TEMP. GLASS .090" Inlerloyers Outo1le PV8 OR SenlryClas By 'Kuraray Americo„ Inc.' 5/32" TEMP. GLASS SILICONE DOW CORNING 795 ST. ST SPACER AT 1/4 POINTS ALL SIZES GLASS TYPE 'A' 1 iF F. 2 ITEM NO, PART NUMBER QUANTITY DESCRIPTION 11ATKRIAL DIANP./SUPPLIER/REMARKS 1 2400ST-038 1 FRAME HEAD 6005-45 - 2 24005T-030 1 FRAME SILL 6005-15 - 3 36 24005T-0422 FRAME JAMB (ANCHORED) 6063-16 - 240001-073 2 FRAME JAMB (FREE STANDING) 6005-05 - 1/MOV. PANEL. MOVING HOR12. 80TT. RAIL 8063-T8 - 4 240037-028 606346 - 4A 24005T-074 1/MOV. PANEL ALTERNATE MOVING HOR12. ROTI. RAIL 5 240051-029 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 8083-76 - 8 240051-026 1/MOV. PANEL TOP MOVING RAIL 0083-16 - 7 2400ST-027 1/FIX. PANEL TOP FIXED RAIL 6063-18 - 8 24005T-024 1/FIX. PANEL JAMB FIXED STILE 6083-16 - 9 240051-0221 JAMB 101. STILE/LOCK SOLE 6083 -TO - 10 24005T-041 1/ PANEL INTERLOCK 8063 -Te - 11 24005T-0251 MEETING STILE 6063-T8 - 12 2400ST-0121 THRESHOLD FILLING TRACK (LENGTH .. OPEC. WIDTH BERVEEN FIXED PANELS) 8063-T0 - 13 2400ST-011 - SILL TRACK AHCHOR 6005-15 6" 100413 14 2400ST-019 1 HEAR COVER (LENGTH = OPNO. WIOTII BETWEEN FIX(0 PANELS) 6083-T8 - 15 2400ST-031 2 SILL TRACK PLATE (5-1/4" X 1/4" X 7" LONG 6061-76 AT EACH END t5A 24005T-0313 511E TRACK PLATE (5-1/4' X 1/4' X 14" 1.ONO 6061-16 AT INTERLOCK/ASTRAGAL STILES 16 2400ST-032- RTC. RAIL THRESHOLD SEAL 8063-15 6' LONG 17 #110 X 1/2"2 WEATHERSTRIP FASTENERS - I8 19 V-027 - BULB WS -TRIPPING VINYL FP -712 PROTOTYPE VW -2310 - FLAP WEATHER SEAL _ VINYL 980000 20 V-026 - BULB W'STRPPINC VINYL FP -198 PROTOTYPE 21 W3126551<- FN PILE W'STRIPPING - UL1RAFA8 22 02505270 - 0-106 WSiRPPING - SCHLEGEL 25 100-7101 2/MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL. 27 10-0018X51 STANDARD 500E SET LOCK - WORLD I50. PRODUCTS INR. 28- 1 LOCK KEEPER - - DOOR BUMPER - 1" DIA X 3/4' LONG Y9 30 2400ST-040 AS RECTO. INSIDE SCREEN TRACK 6063-16 - 31 110 X 1-1/4' 2/ PANEL PANEL A5581. SCREWS ST/ST 32 110 X 1-1/4" 2/ CORNER FRAME A550Y. SCREWS 5T/ST - 33 - 2 4-1/4" X .060" X 6' LONG PLATE - ALUMINUM Af FRAME JAMB BOTTOM 34- - 5/8' X 1-112" X .1' PLATE 0 LOCK STILE BOTTOM ALUMINUM FASTENED MN 18 X 3/8' 041 5MS 35 V-061 AS RE00. GLASS CRADLE PVC IN SEGMENTS 36 P-045 AS REOD. GLA2INC INSERT RIGID PVC - 37 - 2/ LRE SETTING BLOCKS EP0E1 5118016ETER 8035 SHORE A 3/16' HEAT STREN'0 CLASS .090" InterIoyera Bulacile PVB OR SentryGloo By 'Kuraroy Americo. inc.' 3/16" HEAT STREW() CI ASS 5KICONL 00W CORNING 995 DOW CORNING 791 4I ' 11-5 AT /4P POINTS ON LITE5 ® WIPER THAN 38' ONLY GLASS TYPO 'IL 5/3? TEMP. CLASS 3/8' AIR SPACE 5/32" HEAT STREMD GLASS 000" Interloyen Bulacile PV0 OR SentryCloe By 'Kuraroy Americo, Inc.' 5/32' HEAT STREN'0 GLASS SIMCONE DOW CORNING 995 DOW CORNING 791 GLASS TYPE 'C' ST. STEEL SPACER OPTIONAL FOR GLASS TYPES 'A' & 'C' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED11IOA 0)F4 ASTM E1300-09 (3 SEC. GUSTS) • • • DE LAyATaFtY•SATEF N� 13iAD5 DEC -219 • • • • • •• • • • t • 111 • \ • PRODUCT REVISED• • • • `:'• N8 '... as complying with Lha Florida Building GOA* NOA-Ne. 15"1007.01 E1r61rayon byte 06/2 B y• Y N am � ••• • • • •• • •• • ••- • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' DESIGN LOAD CAPACITY - PSP (HEAD ANCHORS) PANo� IH wants ANCHORS TYPE 'A' 'ANCHORS' TYPe.'1-1' 1/4" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/2" MAX: SHIM SPACE- -"- 3/8" MAX. 511182 SPACE 2 ANCHORS AT AM 3 ANCHORS AT JAMBS 4 ANCHORS AT JAMBS 2 M1111083 AT JAMBS 3 ANCHORS AT JAMBS 4 ANCHORS AT IAMBS 2 ANCHORS AT 1AMUS 3 ANCHORS AT JAMBS 4 ANCHORS AT MN 5 ANCHORS AT JAMBS 2 ANCHDRS AT JAMBS S ANCHORS AT JAI183 4 ANCHORS AT JAMS 6 ANCHORS AT MSS 4 ANCHORS AT STILES 6 ANCHORS AT STILES 8 ANCHORS AT STILES 4 ANCHORS AT ST1128 6 ANCHORS AT STILES B ANCHORS AT STILES 4 ANCHORS AT 5111.85. 8 ANCHORS AT STILES 8 ANCHORS10 AT MILES ANCHORS AT STILES 4 ANCHORS AT STILES 6 ANCHORS AT STILLS 8 ANCHORS AT STILES 0 ANCHOR AT STILES DOM MOOT NDIE5 EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) WT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+)• INT. (-) EXT. (4.) INT. (-) EXT. (+) INT, (-) EXT. (4) INT. (-) EXT. (+) INT. (-) Exf. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 48 54 56-1/2 60 66" 80.0 60.0 80.0 60.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 82 80.0 80.0 80.0 80.0 80.0 80.0 76.9 80.0 80.0 60.0 72.7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 85.9 60.0 80.0 80.0 62.3 80.0 80.0 80.0 80.0 80.0 00.0 73.8 80.0 80.0 57.7 80.0 80.0 80.0 54.5 80.0 80.0 80.0 75.6 80.0 80.0 65.8 80.0 80.0 51.3 76.9 80.0 80.0 48.5 72.7 80.0 80.0 72.2 80.0 80.0 62.7 80.0 80.0 49.0 73.5 80.0 80.0 46.3 69.5 80.0 00.0 66.0 80.0 80.0 59.0 60.0 80.0 46.2 69.2 80.0 80.0 43.6 65.4 80.0 80.0 81.5 80.0 50.0 53.6 80.0 80.0 42.0 62.9 80.0 80.0 39.7 59.5 79.3 80.0 30 30 X42 481 54 56-1/2 60 66" 90 80.0 60.0 80.0 80.0 60.0 80,0 78.8 80.0 80.0 80.0 74.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 .65.7 ' 80.0 80.0 80.0 62.1 80.0 80.0 80.0 80.0 80.0 80.0 72.0 80.0 80.0 56.3 60.0 80.0 80.0 53.2 79.8 80.0 80.0 72.0 80.0 80.0 63,0 80.0 80.0 49.3 73.9 80.0 80.0 46.6 89.9 80.0 80.0 64.6 80.0 80.0 56.0 60.0 80.0 43.5 65.7 80.0 80.0 41.4 62.1 80.0 80.0 81.7 80.0 80.0 53.5 80.0 50.0 41.9 62.8 80.0 80.0 39,8 50.4 79.1 80.0 58.1 80.0 80.0 50.4 75.6 80.0 39.4 59.1 78.8 80.0 37.3 55.9 74.5 80.0 52.0 79.4 80.0 45.8 68.7 80.0 35.8 53.8 71.7 80.0 33.9 50.8 67.7 80.0 30 36 42 48 54 56-1/2 60 102 80.0 80.0 80.0 00.0 80.0 80.0 74.2 80.0 80.0 80.0 70.1 80.0 80.0 80.0 80.0 80.0 60.0 79.1 80.0 80.0 61.6 80.0 80.0 80.0 58.4 80.0 80.0 80.0 78.1 80.0 80.0 67.8 80.0 80.0 53.0 79.5 130.0 80.0 50.1 75.1 80.0 80.0 68.4 80.0 • 80.0 59.3 80.0 80.0 46.4 89.8 80.0 80.0 43.8 05.8 90.0 80.0 60.0 80.0 80.0 52.7 79.1 80.0 41.2 - 61.8 80.0 80.0 39.0 58.4 77.9 60.0 58.1 80.0 60.0 50.4 75.6 80.0 39.4 55.1 78.8 80.0 37.2 55.9 74.5 80.0 54.7 80.0 80.0 47.4 71.2 80.0 37,1 55.7 74.2 80.0 35.1 52.6 70.1 80.0 30 36 42 48 54 56-1/2 60 108 80.0 80.0 80.0 80.0 80.0 80.0 70.1 00.0 60.0 80.0 66.2 80.0 80.0 80.0 80.0 .80.0 80.0 74.7 80.0 80.0 58.4 80.0 80.0 80.0 55.2 80,0 80.0- 80.0 73.8 80.0 80.0 64.0 80.0 80.0 50.1 75.1 80.0 00.0 47.3 71.0 80.0 80.0 64.6 80.0 80.0 56.0 00.0 80.0 43.8 65.7 80.0 80.0 41.4 62.1 80.0 80.0 57.4 80.0 80.0 49.8 74.7 80.0 38.9 58.4 77.9 80.0 36.8 55.2 73.6 80.0 54.6 80.0 80.0 47.5 71.4 60.0 37.2 55.8 74.4 80.0 35.2 52.8 70.3 80.0 51.6 77.6 80.0 44.8 67.2 80.0 35.0 52.6 70.1 80.0 33.1 49.7 66.2 80.0 • • • • • •• • • .• • ••• • • • • • • • • • • •• ••• •• • • • •• •• •••• Al • • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • By • • • • • • • • • • • • Mlam - Product Control • •• • •• • • • •• • ••• • •• • DESIGN LOAD CAPACITY - PSI' (NILL ANCHORS) VANH. MOTH NOMINA1. INCHES DOOR NOWT 1801E3 ANCHORS TYPE 'AA' 2 ANCHORS 3 ANCHORS AT MHOS AT JAMBS 4 ANCHORS AT STILES 6 ANCHORS AT 311100 .EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 45 54 56-1/2 60 86" 82 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 80.0 30 `3G 42 48 54 56-2/2 60 86" 461 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.0 73.5 80.0 80.0 80.0 68.8 80.0 30 36 42 48 54 56-1/2 60 102 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 76.8 80.0 73.4 80.0 69.1 80.0 30 36 42 48 54 56-1/2 60 108 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.5 80.0 593 80.0 65.3 80.0 PRODUCT REVISED a• complying with the Florida Building Code NOA-No. 15-1007.01 Expiration Date 06/2412019 41111111 77 ,pJPp N �1y • 70692 • 1� 1 SII"I116 TE OF 0RlOI. (` NA1. G11��• 11111111 1A z o P de S N�8 INµu1 yy p. C LL o i2 oRg2 i odog o os a �' T. LL.z ..4 .:,[1_, 4 2 K 8 o 1 cksUAd R§1112/ si a o� 0 0 " 0 ,R. 1 6 8 Tdrawing n0. W03-101 (Aimed_ 4 of 10) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN CLUSTERS MTG. STILE & INTERLOCK ENOS SEE'SHFF.T 4 FOR QUANTITIES EDGE D15T; .. •CQWCRE�TE 3 KS1: MJJN� .. 1 FTY WOOD BUCK t 11 f,•• '^o TYPICAL ANCHORS IN CLUSTERS O MT0. STILE & INTERLOCK ENDS SEE SHEET 4 FUN QUANTITIES 0 e O 1• 1• • • W� . •'w2:: -1/4•.X 3/4" SCREWS CONCRETE 3 RSI MIN. EDGE DIST. TYPICAL ANCHORS IN CLUSTERS O MTG. 511LE & INTERLOCK ENOS SEE SHEET 4 FOR QUANII1IL5 r-- 247.0. :.a'..:::.' •'. • . NCIjRF•K51 IARN.•� Icy •a • • • • , . •• . •• • • •• , • •• • •• • 0 • •• ••• • • • • • • SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO DC SEALED WITH WHITE/ALUM COLORED SEALANT. LOCKS; SURFACE MOUNT THREE PLY HOOK LOCK DY 'WORLD INDUSTRIAL PRODUCTS. AT 41-1/2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. IYEEPS: w 2-1/7" WEEP NOTCH AT SILL CENTER W2 n 7/8•• NOTCH AT EACH ENO WITH ALTERNATE MOVING PANEL BOTTOM RAIL CQNCitETF•. kK51.4 . • ;• • - 'EDGE DIST. • POURED & HARDENED HIGH -STRENGTH GROUT i'c 1't � 5000 PSI MIN, PRODUCT REVISED NOT BY RC now SH0W0,AS5 as complying with the Florida LUST TRANSFER SHEAR Building Cod• LOADS TO STRUCTURE NOA-No. 15-1007.01 R1PiBAI. •NCHORS • •N cIUSTTERS 9 • • • • • • • 00. STILE & INTERLOCK ENDS ECCE 0404. , • • SEE 510EET 4 FOR QUANTITIES Expiration Date 06/24/2019 By Mlaml • Product Control L 111111/// ' VoeFTaF •,. N0.70692 ok* TATE OF '•''f'. 31IOt.‹• h 111111110 z 1 h 41 Z ti MI li p E" W 2 1 S d b 5 drawing no. W03-101 shoat 5 of 1 0] ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TYPICAL ANCHORS IN CLUSTERS 0 MTC. STILE & INTERLOCK ENDS SEE SHEET 4 FOR OUANTTRES EDGE D"Y. 2BY WOOD BUCK OH O STO RUCNRE Naa� EIFSCAL ANC1(ORS; SEE EIEV. FORTSPAdNC r — — —AT HEAD- — - IYEE .A TYPICAL' ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES 1/4" DIA. HITT KWIK-CON U (Fu -139 KV, 6-137 KSI) MIN LENGTH - 3-1/4" INTO WOOD STRUCTURES, 2" MW. EMBEDMENT THRU WY OR 2BY DUCKS INTO CONCRETE. 1-1/4" MIN. CONC. EMBEDMENT DIRECTLY INTO CONCRETE.. 2" 14114.. EMBED . .: 1Z (Fu -120 651. Fy=92 KSI) INTO METAL STRUCTURES OR APPROVED CUPPED MULLIONS STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'AA' I1/4" DIA HILTI KWIK-CON U (Fu -I38 K51. Fy-137 KS() JM'LLENSTH DIRECTLY INTO CONCRETE, 2" VAN. EMBEDMENT ( - AT JAMBS — - �1/4" DIA. HILTI KWIK-CON 0 (Fu=138 651. Fy=137 K51) MIN. T EFIGTH = 3-1 /4" INTO W000 STRUCTURES. 2" MW. EMBEOMENT THRU 18Y OR 2BY BUCKS INTO CONC. OR MASONRY. 1-1/4" MIN. CONC. OR MASONRY EMBED. DIRECTLY INTO CONCRETE. 1-3/4" MIN. EMBED DIRECTLY INTO FILLED BLOCKS, 2" MIN. 5113ED j 1/4" OLA TEKS OR SELF DRKLINO c_GREWS (Fu -120 KSI, Fy-92 NSI). • • • • • • • • • • • . • • INTO METAL STRUCTURES OR APPROVED CLIPPED MULLIONS STEEL : 1/8" THK. MIN. (Fy - 36 K51 MIN.) • • • • • • • ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) • • ••• • • • • • • • L(ST EEL IN CONTACT WITH ALUMINUM TO OE PLATED OR PAINTED) — J AT 511.1. •- TYPICAL ANCHORS IN CLUSTERS 0 MTG. 5111E & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES EDGE DIST. METAL STRUCTURES 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' HO "M N c" 'INTO • CONCRETE AND MASONRY INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0,85 MW. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • •• • •• • • • •• • ••• • •• • PRODUCT REVISED 05 complying with th• Florida Building Code NOA-No. 15-1007.01 Expiration Date 06/24/2019 By Miami, do Pr uc/ Control Gramm) no. W03-101 sheet 6 oT 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE El EVATION FOR SPACING PANEL NADIR TYPICAL ANCHORS SEE ELEV. FOR SPACING -7-447371 AI TERNATE TO IAMB FIX. STILE 1./ • METAL STRUCTURE 1/4' X 3/4" SCREWS OPG. 0 EXTERIOR EXT. PANEL MOTH 3/8- MAX. (LOAO BEARING) 1/2MAX. (LOAO BEARING) SHIM SHIM 1/2" MAX. 0 (.OAS earanc) SHLI PANEL 1.1.10TH CIOCIR WIDTH DOOR WIDTH . -TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• •• ••• . • • • —..., A- . -41 • o ;L • • - ' • • • , • • • . . • 0 • 41 • • ,• • 11.• • • •I • • -`•,,Vir • • • • • IrlY W000 DUCK 1/2. (LOAD 91M145) SHIN • • • --• • • • • • • oo • • • • • • • • • • —•- • • • • • • • • • • TYPICAL ANCHORS SEE ELM - FOR SPACING N 4.4 IV: • /1.: INSOCIM• m N 4 • • 0.1.0.• • • • • • • • • • (PANEL WIDTH • • • 000R W10111 • • • 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-1007.01 Expiration Date 06/24/2019 By Mi.4I,.dAIo Product Control No. 0592 TEOF ............... OiVA4 'fo` drawing no. W03 -1O1 (Lined 7 otig) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • UNANCHORED JAMBS DEFLECTION AT BO PSF PANEL *1551 maw NCNLs DOOR FLOOR wads DEFLECTION INCHES 30 .36 42 48 54 56-1/2 60 66 80 .075 .087 .099 .109 .117 .120 .124 .129 30 L 36 42 48 54 56-1/2 60 66 .96 .157 .186 .212 .2J6 .258 .266 .278 .286 30 36 42 48 54 56-1/2 60 102 .201 .238 .272 .305 .334 .346 .357 30 36 42 48 54 56-1/2 60 108 .254 .301 .345 .387 .426 .441 E1 IAN. At MAX. CAP SEE CHART BELOW FREE STANDING JAMB FIXED SIDE IX IN"4 8x IN" 3 467 2.5 CAPS FOR FREE STANDING JAMB,", MAX. FRAME HEIGHT 188. GAP MAX. GAP 82• 1/4" 1- 96" 102" 1/4" I" 1/4" 106" 1/4" 1" EXTEFNTOR MIN. lc MAX. OAP r SEE CHART OCLOW FREE STANDING JAMB OPERABLE SIDE SILICONE COW CCRNNIC 790 -CEPTH - 3/8" MIN. 1/2" MAX. NOTE: MAX. MOVEMENT CONSIDERED- 00X STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND AgPlallen • • • • • • • • • MANUAL FOR COMPATABLITY OF SEALANT TO SUBSTRATE 4 WINDOW/1 • • MATFRIAL/SNISH AND COMPLIANCE FOR WARRANTY. • • REFER TO ACI -117-10 FOR CONSTRUCTION TOLERANCES. • • • • ALTERNATE 0EALAINT5 AT JAM8 CMS CAN BE DESIGNED R' • • • • ENGINEER OF RECORD BASED ON MANUFACTURER 0180E LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER Or RECORD OY 7HE USE OF BOND BREAKER TME OR 15X OF GAP ALLOWED MOVEMENT. • ••• • • • • • • •• • • • •• •• • • • • • • • • •• • • • •• • ••• • • • • • • • • • • • • • • • •• • • •• • • • .•• • • • •.• • •• • 3/e" X 3/6" BOND BREAKER TAPE SILICONE 0W CORNING 790 UPTO 1/4" MAX GAP FREE STANDING JAMB FOR JOINTS OAP 0.685 THAN 1/4" USE BOND BREAKER TAPE SEE DEAL ABOVE PRODUCT REVISED as complying with the Florida Building Coda Now -No. 15-1007.01 Expiration Date 06/24/2019 By MI Mlaml-g{ Product Control O 8 ro LWL ''drawing ` Ro W03-101 sheet 8oT10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • .544R .500 ii 1.684-.1I I /�'TI V -.O ,. l A 5.499 2.235-1 I 5.018 197 1 1.792 . Z Q F °j 4 3 {L g 1 a w J A 1) .166 1.913 I 1.475 .6x5 .100 Q INSIDE SILL TRACK 1.875 .375 L .062 .125 TYP. f I L2.1 a7--•4 .344 .125- 090 .090_.. 2.673 4.612 O v o O g g O p$ ��jl I 4 2.085-^I 2.493--1 14 HEAD COVER 2.664 `.280 O FRAME HEAD 1.908 3.000 078 j 2.847 ' LA_ 4.582 T2.052---�1 W .078 079 111 1.764 rte_ ; t J 1.504 }II _ .257- Q b g jggg { 1.013---U t I i.72� 3A FRAME JAMB (FREESTANDING) • ,.� L 4001.391 r I JJJ--w�. •062 I J- 1.391 .560 - 1.000 I--1.274--t 1^1.569 I ^_i - i • 3 FY 1 1.768 + 0 L __ .1 1.569 0 LOCK STILE 1.374 .344 1 ,500 -i C I n V -----,.966--I FIX. TOP RAIL M. TOP RML it 2.313 .062-4. �(I J U ��L 1.474 a = % O V) cV M '�,° 1.--1.608-.1 h-1.608-H tt MTC. STILE 11--- 1 ,.589-+1 2,531-..078 1.913 4A ALT. MOVING BOTTOM RAIL RC Home 16115 NW 5 Aiomi, FI_ 3 fEL. (705) 792• f-fi:8 .500 1 -- n.500 nI�-L374--i 1 2.594 2.378 2. 313 f.e28 2.211 111 z 125 !+-�� 1.792 1 rn t .002 .062 1.396 t6 O INTERLOCK 2.750 1 2 E g e ggj II I 1.250--I I I I 1--1.J74--7 _I I 1.063 r j ,.874SII Q FIX. BOTTOM RAIL ^ l/ MOVING BOTTOM RML 1.564 I y-� +-.094 4.574 1.076 1 - .090 `TMP' iT---'- 1.000 1.0 ••••• • ��a:1� II e O FIXED STILE jj•� • • • •• • 1p • FF 12.4E JAir :{NCHOREO) • TYP. .125 .250 3.375•• - C .062 m. •• 2.520 • ••• ••: 2.688 • • • •4 o o W .., o PRODUCT REVISED as eomplying with the Florida Bulldine Codi NOA-No. 15.1007.01 `APP.•A1H i,, ': •uCENB�c �� No 70592 ., - • 6 • • • •• .250 •• 4,:i7: 1' 587 .61 l • •• i • •• • • • �s�}'l I'! Expiration 0 1.0612412019 If b j�^ /� ` 7--- 1 I .437 • • • • t • • • • • • • ( • • • •• •• h-l.2y ♦ • • e • • • it Q SILL ANCHOR BY �� •• ATE OF �(/ \ �i VY� .•(OR101;••: �� drawing !10• [O3-1O1 5.562 T-I • �• 1.--z40E--• Mlaml-D a Product Control s ����� 0 I t __. O FRAME SILL 12 THRESHOLD COVER 70NAI, til i I R 1 � g of T O) ••• • • • • ••e • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • FRAME TOP CORNFR FRAME BOTTOM CORNER •• • • • • • • • • PANEL TOP CORNER • • PANEL BOTTOM CORNER •dl ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • * •• •• •• • •.• • •••• •• • • •• • ••• • •• • PRODUCT REVISED as complying with the Plorld■ Building Code NOA-No. 15.1007.01 Expiration Date 06/24/20118 • Product Control taIL U 0 M If! ;f SJDIVG GLASS >!t 0 s e e 2w1. - MIL a8 .44 Oa 7 drawing no. W0317:0 03-10i� sheet 10 0/ 10J ••• • • • '• ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • e • •• •• ••• • • • Odle • • H.R. 0 S.H. H.R. 0 H.R. 11 OH.R. 8 00 0 C.M. AL-FAROOQ CORPORATION THIS SHEET HAS BEEN REFOXWED TO VERIFY LOCATION OF EXTERIOR GLAZING PRODUCTS WITH RESPECT TO ZONE & 5. BY:DATE: W (3/IL ALL INFORMATION PROVIDED BY CLIENT FIXED C.M. C.M. 0 X X 0 MULLION 7.2 4- S.H. 0 � S.G.D. WINDOW SCHEDULE MARK WIDTH HEIGHT TYPE MATERIAL MANUFACTURER CONeIGURATICN NOA STYLE OTY p 142 I/2' 92' SLIDING CLASS DOOR ALUMINUM 5CLO( GLASS COCGLASS COMPANY OXX0 5-' 007 0" CLEAR ANODIZED 1 Q 30}' 501/2' SINGLE HUNG ALUMINUM SOLD( GLASS ECO GLASS COMPANY WO 15-0406.12 CLEAR ANODIZED I Oi 74' 38' HORIZONTAL ROLLER ALUMINUM SOLD( 0/455 ECO GLASS COMPANY X-0 15-0728.05 CLEAR ANODIZED 1 Q 18 34' 26' SINGLE HCMG ALUMIMJM 50LO( GLASS [CO GLASS COMPANY X/0 15-0406.12 CLEAR ANODIZED 1 Q 74' 38' HORIZONTAL ROLLER ALUMINUM SOLO( GLASS ECO GLASS COMPANY X-0 15-0728.05 CLEAR ANODIZED 1 QEGO 74' 501/4' HORIZONTAL ROLLER ALUMINUM 50LO( GLASS GLASS COMPANY 5-0 15-0728.05 CLEAR ANODIZED 1 Oj 40 3/4' 02 i' CASEMENT ALUMINUM 50LE< GLASS ECO GLASS COMPANY X 15-0406.10 CLEAR ANODIZED 2 Q 40 3/4' 62 }' CASEMENT RUED AWMINUM SOLO( GLASS [CO GLASS COMPANY 0 15-0406.1 1 CLEAR ANOD2ED 1 0 62 ' MULLION ALUMINUM SOLE, CLASS [00 GLASS COMPANY 14-0529.10 LLEAKANO029J 2 0 0 73' 50}' HOR20NTAL ROLLER ALUMINUM SOLD( GLASS [CO GLASS COMPANY X-0 15-0728.05 CLEAR ANODIZED 2 O 52 3'4' 38' HORIZONTAL ROLLER ALUMINUM SOLD( GLASS ECO GLASS COMPANY x-0 15-0728.05 CLEARANOD2[D 2 ® 3G }' 23' PROJECTED CASEMENT ALUMINUM SOLO( GLASS [CO GLASS COMPANY X 15-0406.09 CLLR ANODIZED 1 O 52 3/4' 38' HORIZONTAL ROLLER ALUMINUM SOLO( GLASS [CO GLASS COMPANY0-0 1 5-072e.05 CLEAR ANODIZED 1 II 13 H.R. H.R. P.C.M H.R. nif RECEIVED 1.JU 152n01.6 BY• Miami Shores Village AuPROV[D BY DATE ON \! G DEPT DG DEPT _„ (I/ 14(ty I SJI i; l I (1 CT )MI IANC WITH ALL FLDERAL A' 1 A'.n (/ )t ;NI Y I I/ I1 ES AND REGULATIONS vifri 141 NE 3rd Ave Suite 600 Miami FI 33132 infot@vitricorp.com, Ph:305 767 2262 CLIENT- MATT BOEHNE'S RESIDENCE GENERAL NOTES .•.• •• • .••. • • • •• • .•.• 1. DO NOT SCAI•E•QI Vj(INGS. • • • • • • 2. CHECK ALL DU/MINS ON • SITE BEFORE6PABR1CrION ((7fi • BEFORE SET ago • • •• • ••• 3. REFER ANY DISORERANCIESCO • • THIS OFFICE, • • • • • • • 4. CONTRACTOZt SHALL VERIFY. • AND BE RES e'ONSIVE FOR AV • • • • DIMENSIONS.AND.TH16 OFFICE SHALL BE INFCMED•OF AN' • • • • DISCREPANCIES AND • • • • VARIATIONS SHOWN ON DRAWINGS. CONSULTANTS 859 NO CESCRIPTICN DRAIAN CHECK LOCATION: ENTRANCE DRAWING NAME FLOOR PLAN - WINDOWS DRAWN BY SCALE N.T.S CHECKED BY DATE 5/10/2016 4:54 PM APPROVED BY REVISION NO. SHEET NO. 01 •• • • • • • • • • •• • • • • 2 1/2" TIP. 2 3/41 MAX. t1FM/SILL CORNERS .1 HEAD.ANCHORS ;2,13, ,4 OR15 ANCHORS ,AT JAMB,ENDS SEE 'CHARTeONaSHEET 4 • •• • • • • • 41 •••• • • • •• • • 4I • • • I • •• • • • •••• •• • • • • •• •• 'I • • `.,Jk;%• • JAMTf CAf10N • • • • +W/0 A41r1-WQS • • •• SERIES-RS240.ALIIM ALIDING ,'GLASS ,DOOR DESIGN LOAD 'RATING FOR (DOORS .TO BE{AS PER CHART SHOWN+ON SHEET'S. USING CHART ION +SHEET _4 • SELECT {ANCHOR OPTION TWITH DESIGN RATING.MOR E:THANJDESIGN. LOADS. REQUIRED.. VERIFY UNANCHORED JAMBS, IF USED AS PER SHEET 8. LOWER DESIGN PRESSURES FROM GLASS, ANCHORS OR JAMB CHARTS WILL APPLY TO ENTIRE bTaILM. 2:3/4"'MAX. 242 I/4" (SECURED JAMBS) 226 1/4"I (UNSECURED 'JAMBS) I HEAD/SILL CORNERS r• •• • • • •• •• • 1 •••••• • • I • • • ••i • • • •'I • • • • 5 1/4' 2 1/2" TYP. 1' 1 DOOR .WIDTH HEAD ANCHORS CLUSTER OF 4, 6. 8 OR 10 AT STILE ENDS AT. 2-1/2" 0.C. SEE CHART SHEET 4 tt I r I1.1 FALSE. MUNI IN D.L OPG: 1 -r.-- ' 1II 1 14-_________11_______241_ '�I II II --4k I II LJLLJI I II II 11 'I 11 N I I b---- 1i% 1 1i/ 1 11 I 1 I ,I I ,�/ i® Dr ' ,,a //. ,% c.r- a I T ,3 1 1a �1 /y. ?% 1 rt l 1. 2 1/2" TIP. SILL ANCHORS CLUSTER OF 4 OR 8 AT ,STILE ENDS AT 2-1/2"0.c. SEE :CHARTISHEET.4 56 5/8' TYPICAL EL'FVATION .TESTED UNIT THIS PRODUCT HAS BEEN DESIGNED AND ItyILU TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5111 EDITION) FLORIDA BUILDING CODE INCWDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO. ANCHORNO OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURAIION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTIED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUN -DING CODE & ADOPTED STANDARDS. ,62 - PANEL a 5YPANEL. WIDTH DAYUTE OPENINGS: D.LO. HEIGHT - PANEL HOGHT — 4.0' D.LO. WIDTH = PANEL WIDTH — 5.375' (MOV. PANEL) D.LO. WIDTH = PANEL WIDTH — 5.625' (FlX. PANEL) PANEL HEIGHT — DOOR FRAME HEIGHT — 1.50" THESE 000RS ARE RATED FOR TARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. 56.5/8' D.L OPG. 62'1/4" PANEL WIDTH IAMB ANCHOROCING• 1/4" OAK —CON ,AT+12-MAX.-SPACING. FOR UP TO 3/8' SHIMS 1/4" KWIK—CON AT 10' MAX. SPACING FOR 1/2" SHIMS 1/4" TENS AT 10" MAX. SPACING FOR UP TO 3/8" SHIMS LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT MAY 2 4 2016 8 1 1g 3 6 12 g 8 8 (sheet 1 0E 10) i 4 - OX OX (SHOWN) xo m 0 AT HEAD AT SILL EXTERIOR • • • ••• • •••• • •••• • • • • •• • • • ••. • • ▪ -0 • F • f • • F • • a •• XOX (•SHOWN) •••• • • ••• • •• •• • • •••• •••• s {L4_ o- i__®"' -0 ..© "-0 I OXXO. (SHOWN) • • •• • •• APPROVED ' .ONFI - "IRATIONs AT HEAD AT SILL NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY. SEE ANCHORS INSTALLATION DETAILS ON SHEETS 5 THRU 7. FOR FREE STANDING JAMBS DETAILS SEE SHEET 9. EXTERIOR MAY 2 4 2016 0 0 v 1 2 0 a 8 8 n 0 drawing no. WO3-101 sheet 2 of 10 'DESIGNILDAD,CAPACITY - PSF I PRET NUMBER QUANTITY DUBS GLASS GLABE 1 2400ST-038 TYPE 'A' TYPE •. D TYPE 'C' "'xi ROTH LCOOT NOOTI D(T. (+) EXr.(±)' EXT. (+) 4NO S 1 Nags . NT. (-) •.INT. (-) M• (-) 30 6083-T8 80.0 80.0 80.0 36 FRAME JAMB (FREE STANDING) 80.0 80.0 80.0 42 1/MOV. PANEL 80.0 80.0 80.0 48 2400ST-074 80.0 80.0 80.0 54 82 80.0 80.0 80.0 56-1/2 - 80.0 B0.0 80.0 60 6063-T8 80.0 80.0 75.4 60 TOP FOEJ RML 73.4 73.4 68.8 30 1/FD(. PANEL 80.0 80.0 80.0 L.26_1 J0_1 2400ST-022 80.0 80.0 80.0 80.0 80.0 60.0 42 MER8OCKC 48 L98 80.0 00.0 80.0 54 6063-T6 80.0 80.0 80.0 56-1/2 THRESHOLD FILLING TRACK (LENGTH • OPNG. WIDTH BETWEEN FD(ED PANELS) 80.0 80.0 80.0 60 - 80.0 80.0 75.4 66• 2400ST-019 73.4 • 73.4 - 30 • • 89.0 80.0 00.0 • 38 • ••••80.0 15A ifa.o.4 •X0.0 • 42 • 6081-T6 89.0 8010 40.0 •••i•• • • 1 02 • • •911,0 fit(• rilO 10.0 • 54 2 80.0 80.0• 91•0.0. 1811/2 • 80.0 El' • 30.0 ••40v•. • ••80.0 8098• ••- •1 •• •.•�•0 20 • /)9.,.80.0 - •315, • VINYL 80.00 "i •80.0 •• • • 80.0 . 89.0 410.0 ;2• • 48 • 108 • •68.o hoe • 6680.0 SCILEGEL • 54 • . 80.0 00,9•••80.0 - •i0iii•• 27 •p0.0 • RLQ: t .00.0 8840 80.0 - • 80 • 1 • •.•• • • ••.• 5/32' TEMP. CLASS 3/8' AIR SPACE 5/32' TEMP. GLASSay� rn B.Aacit• RS OR■ s By 'Kuraray Anarlca. Inc.'nc. 5/32' TEMP. GLASS SNJCONE DOW CORNING 795 • • • • • 5T. STEEL SPACER AT /4 POINTS AU. SIZES GLASS TYPE 'A' LTEJI NO. PRET NUMBER QUANTITY DESCW PTION MATERIAL 11ANF./SUPPI B 1 2400ST-038 1 FRAME HEAD 6005-75 - 2 2400ST-039 1 FRAME SIU. 6005-T5 - 3 2400ST-042 2 FRAME JAMB (ANCHORED) 6083-T8 - 3A 24005T-073 2 FRAME JAMB (FREE STANDING) 0005-T5 - 4 2400ST-025 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - 4A 2400ST-074 1/MOV. PANEL ALTERNATE MOVING HO(8Z. BOTT. RAIL 6063-T6 - 5 24005T-029 1/RX. PANEL FIXED HORIZ. BOTT. RAIL 6063-T8 - 6 2400ST-026 1/MOV. PANEL TOP MOVING RAIL 6063-T8 - 7 24005T-027 1 /F1X. PANEL TOP FOEJ RML 6063-T6 - 8 2400ST-024 1/FD(. PANEL JAMB FIXED STILE 0063-78 - 9 2400ST-022 1 JAMB FIX. STILE/LOCK 5111E 6063-T6 - 10 2400ST-041 1/ PANEL MER8OCKC 0063-T6 - 11 24005T-025 1 MEETING STILE 6063-T6 - 12 2400ST-012 1 THRESHOLD FILLING TRACK (LENGTH • OPNG. WIDTH BETWEEN FD(ED PANELS) 6063-T6 - 13 2400ST-011 - SILL TRACK ANCHOR 6005-15 6' LONG 14 2400ST-019 1 HEAD COVER (LENGTH • OPNG. WIDTH BETWEEN FD(ED PANELS) 6083-T6 - 15 2400ST-031 2 SILL TRAP( PLATE (5-1/4' X 1/4' X 7' LANG 6061-T8 AT EACH END 15A 2400ST-031 3 SIU. TRACK PLATE (5-1/4' X 1/4' X 14' LONG 6081-T6 AT INTERLOCK/ASTRAGAL STILES 16 2400ST-032 - M10. RAIL THRESHOLD SEAL 6063-15 8' LONG 17 /10 X 1/2' 2 WEATHERSTRIP FASTENERS - - 18 V-027 - BULB WSTRIPPINO VINYL FP -712 PROTOTYPE 19 VN -2310 - FLAP WEATHER SEAL VINYL WIBORO 20 V-026 - BULB W STRIPPING VINYL FP -198 PROTOTYPE 21 W31265NK - FIN PILE W STRIPPING - ULTRAFAB 22 02501(270 - Q -CON W'SIRIPPING - SCILEGEL 26 100-7101 2/MOV. PANEL TANDEM WHEEL ASSEMBLY - WORLD IND. PRODUCTS INTL 27 I0-0018XX 1 STANDARD SURE SET LOCK - WORLD IND. PRODUCTS INTL. 28 - 1 LOCK KEEPER - - 29 - - DOOR BUMPER - 1' OLA. X 3/4' LONG 30 2400ST-040 AS REOD. INSIDE SCREEN TRACK 6063-T6 - 31 #10 X 1-1/4' 2/ PANEL PANL1. ASSBY. SCREWS ST/ST - 32 #10 X 1-1/4' 2/ CORNER FRAME ASSBY. SCREWS ST/ST - 33 - 2 4-1/4' X .080' X 6' LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8' X 1-1/2' X .1' PLATE 0 LOCK STILE BOTTOM ALUMINUM FASIENED WITH %8 X 3/8' FH SMS 33 V-061 AS RE00. GLASS CRADLE PVC IN SEGMENTS 36 P-045 AS REGD. GLAZING INSERT RIGID PVC - 37 - 2/ UTE SETTING BLOCKS ERN DUROMETER 8035 SHORE A 3/16' HEAT STREN'D GLASS 090' , Interlayer• Gutman* PVB OR S•ntryGlas By 4Kuraray Americo. Inc.' 3/16' HEAT STREN'D GLASS ' SIUCONE .:DOW CORNING 995 DOW CORNING ,791 AT 5 /44 PO1NTS ON CITES WIDER THAN 36' ONLY GLASS TYPE 'B'� 5/32' TEMP. GLASS 3/8' AIR SPACE 5/32' HEAT STREN'D GLASS 090' Interlay ra ButacR• PVB OR SentryGlae By 'Kuraray America. Inc.' 5/32' HEAT STREN'D GLASS SILJCONE DOW CORNING 995 DOW CORNING 791 GLASS TYPE 'C' ST. STEEL. SPACER OPTIONAL FOR GLASS TYPES 'A' h 'C' NOTE: GLASS CAPACR)ES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 MAY 2 4 2016 U. ZmZ 0._ 'P6 • <2 N a LYoo 8 • N cent M Caoo.1 Oma: kO n IL z M▪ 622 _m :Jo5 2C C rdrawing no. W03-101 y4 1 n • d dd- 0 O S n 41 (sheet 3 o110 DESIGN LOAD ' CAPACITY - ' PSF (HEAD ANCHORS) 1 I 1 F a 1410711 µNei& INCHV3 DOOR Kw , 'ANCHORS TYPE 'A' ANCHORS TYPE 'B' 1/4" MAX. SEMI SPACE 3/8" MAIL SHIM SPACE 1/2" MAX. SHIM SPACE 3/8" MAX. 8001 SPACE 2 ANCHORS AT 18189 8 ANCHORS AT 141®8 4 MEOW2 AT IAMBS 1NCH0R9 AT 741818 3 ANCHORS AT JAMBS 4 ANME19 AT BM 2 82108089 AT JAl183 3 ANCHORS AT L1019 4 ANCHORS AT IAMBS 5 ANCHORS AT 141018 2 ANCHORS AT 181®9 3 ANCHORS AT 1M3S 4 ANCHORS AT IAMBS 5 ANCHORS AT micas 4 ARCEDRB AT 88088 6 ANCHORS AT 81488 5 ANCHORS AT SHIM 4 ANC11059 AT 88089 8 ANCHORS AT 87IIB9 8 MEOW AT 91489 4 Ramo AT 9143S 5 ANCHORS AT 91439 5 *MORBID AT 98039 ANCHORS AT 91488 4 ANCHORS AT EN= 6 ANCHORS AT 67489 6 ANO802310 AT SHIES ANCHORS AT 8141+9 EXT. (+) INT. (-) SJR. (+) INr. (-) EM. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) MR. (-) EM. (+) arr. (-) EM. (+) MIL (-) I EXT. (+) M4T. (-) EM. (+) INT. (-) EXT. (+) INr. (-) EXT. (+) INT. (-) DCT. (0) INT. (-) EM. (+) INr. (-) EXr. (+) Kr. (-) 30 36 42 48 54 56-1/2 60 66" 82 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.9 80.0 80.0 80.0 72.7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.9 80.0 80.0 80.0 62.3 80.0 80.0 80.0 80.0 80.0 80.0 73.8 80.0 80.0 57.7 80.0 80.0 80.0 54.5 80.0 80.0 80.0 75.6 80.0 80.0 65.8 80.0 80.0 51.3 76.9 80.0 80.0 48.5 72.7 80.0 80.0 72.2 80.0 80.0 62.7 80.0 80.0 49.0 73.5 80.0 80.0 48.3 69.5 80.0 80.0 68.0 80.0 80.0 59.0 80.0 80.0 46.2 69.2 80.0 80.0 43.6 65.4 80.0 80.0 61.8 80.0 80.0 53.6 80.0 80.0 42.0 62.9 80.0 80.0 39.7 59.5 79.3 80.0 30 • 80.0 80.0 80.0 80.0 80.0 80.0 78.8 80.0 80.0 80.0 74.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 '65.7 80.0 80.0 80.0 62.1 80.0 80.0 80.0 36 42 i 48 • •4g• 56-1/2• 1 :14 • • • 118' • 80.0 80.0 80.0 72.0 80.0 80.0 56.3 80.0 80.0 80.0 53.2 79.8 80.0 80.0 98 • • • • 42.0 80.0 1. 80.0 63.0 80.0 80.0 49.3 73.9 80.0 80.0 48.6 89.9 80.0 80.0 04.6 4).9' 710.0 56.0 80.0 80.0 43.8 85.7 80.0 80.0 41.4 62.1 80.0 80.0 •• . • • 81!7 85.0 10.0 53.5 80.0 80.0 41.9 62.8 80.0 80.0 39.6 59.4 79.1 80.0 58.1 88.0 • 80.0 50.4 75.6 80.0 39.4 59.1 78.8 80.0 37.3 55.9 74.5 80.0 • 52.8 715.I • • _ 10.0 45.8 68.7 80.0 35.8 53.8 71.7 80.0 33.9 50.8 67.7 80.0 / • as • • • i11 • • / • j.. 1 48 • / • 44 • • 158-1/2. 1 • It d1 • • • • • 1020 • ! / • 80a0 e9.e • , • !0.0 80.0 904 80.0 74.2 80.0 80.0 80.0 70.1 80.0 80.0 80.0 1 •80.0 86.5 • • • 80.0 79.1 80.0 80.0 61.8 80.0 80.0 80.0 58.4 80.0 80.0 80.0 • 780 80.8.1 • 80.0 67.8 80.0 80.0 53.0 79.5 80.0 80.0 50.1 75.1 80.0 80.0 •{ 88.Q .. • ti0.0 59.3 80.0 80.0 48.4 69.6 80.0 80.0 43.8 65.8 80.0 80.0 00.8 80.0 80.0 52.7 79.1 80.0 41.2 61.8 80.0 80.0 39.0 58.4 77.9 80.0 / 58.1 80.0• 80.0 50.4 75.6 80.0 39.4 59.1 78.8 80.0 37.2 55.9 74.5 80.0 / •ev ae.8 • • • 90.0 47.4 71.2 80.0 37.1 55.7 74.2 80.0 35.1 520 70.1 80.0 40 .. • ,4 .. 42 48 54 56-1/2 60 • • • • • 108 . 80.0 88.0 • • 80.0 80.0 80.0 80.0 70.1 80.0 80.0 80.0 68.2 80.0 80.0 80.0 . 00.0 • • 80.4 • 80.0 74.7 80.0 80.0 58.4 80.0 80.0 80.0 55.2 80.0 80.0 80.0 • .7.711 80.0 80.0 64.0 80.0 80.0 50.1 75.1 80.0 80.0 47.3 71.0 80.0 80.0 64.6 80.0 80.0 56.0 80.0 80.0 43.8 65.7 80.0 80.0 41.4 62.1 80.0 80.0 57.4 80.0 80.0 49.8 74.7 80.0 38.9 58.4 77.9 80.0 36.8 55.2 73.6 80.0 54.6 80.0 80.0 47.6 71.4 80.0 37.2 55.8 74.4 80.0 35.2 52.8 70.3 80.0 51.6 77.6 80.0 44.8 67.2 80.0 35.0 52.6 70.1 80.0 33.1 49.7 66.2 80.0 DESIGN LOAD CAPACITY - PSF I (SILL ANCHORS) ANCHORS ITYPE 'AA' 2 ANCHORS 3 ANCHORS 'AT JAMBS AT IAMBS 4. ANCHORS 8 ANCHORS AT SHIM AT 88089 PANEL 00TH EXI. (+) DR. (+) DOOR HEIGHT INC1E8 , MCHES.INT. (-) INT. (-) 30 80.0 80.0 38 80.0 80.0 42 80.0 80.0 48 82 80.0 60.0 54 80.0 80.0 58-1/2 80.0 80.0 60 80.0 80.0 86' 78.2 80.0 30 80.0 80.0 36 80.0 80.0 42 80.0 80.0 48Eni 80.0 80.0 54 80.0 80.0 58-1/2 78.0 80.0 80 73.5 80.0 86" 66.8 80.0 30 80.0 80.0 38 80.0 80.0 42 80.0 80.0 48 102 80.0 80.0 54 76.8 80.0 58-1/2 73.4 60.0 80 69.1 80.0 30 80.0 80.0 38 80.0 80.0 42 80.0 80.0 48 108 80.0 80.0 54 72.5 80.0 56-1/2 69.3 80.0 60 65.3 80.0 MAY 2 4 2016 z sm 0 Z °n 1- W p < 42 n al O W N 8 rt, O U N n Vows o'0a2 paoo.,8 d MLMSCA 4 W 74 .3 LL ZYI -0 ,0021 5 4wmi �� 5 8 0 yC d 6 • a 0 aS drawing no. W03-101 (sheet 4 of 10) ,TYPICAL ANCHORS IN CLUSTERS 1ATG.,STILE4&,INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES EDGE DIST; .. ��BY W0 BUCK/ a afd 3 TYPICAL, ANCHORS IN CLUSTERS 0 MTG. STILE A. INTERLOCK "ENDS SEE SHEET 4 FOR QUANTITIES • • • • 4 CONCRETE •3 TYPICAL ANCHORS IN CLUSTERS OhMTG. STILE'B INTERLOCK ENDS SEE SHEET.4 FOR'QUANTITIES IN CLUSTERS 0 MTG.•STILE & tINTERLOCKTENDS SEE' SHEET 4 FOR QUANTITIES SEALANTS; ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. LOCKS; SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41-1/2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. WEEPS; W1 = 2-1/2" WEEP NOTCH AT SILL CENTER W2 = 7/8" NOTCH AT EACH END WITH ALTERNATE MONNO PANEL BOTTOM RAL Iltt` MI I 1 • CQNCREN.y.KSI+(AN..' . POURED & HARDENED HIGH STREEIGTH GROUT ,Pc - 3000 PSI MIN. NOT BY RC HOME SHOWCASE MUST TRANSFER SHEAR LOADS TO TUCIURE ,TYPICAL ANCHORS a 2 8 6 5 go ii sten„a c wo��6a9 2 1.. ros k sheet 5 of 10) TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENOS SEE SHEET 4 FOR QUANTRIES MUNI-DADE COUNTY APPR'D MUUJON SEE SEPARATE NCA TYPICALANCHQRS; SEE ELEV. FOR,SPACING 1— —'AT' HEAD— — — 1YPE2A' • • • ••�� .I' 1/4' f IA. HILTI 1 601 11 :(Fu-638;KNI,•Fy=137. Ks) • p J• LENGTH - 3-1/4' • • • • INTO 1400D STgLVIIII .S:12' MIN. EJABEDMEMT .6 jF41.1BY,0R lfijr BUCKS INTO ODNCRETE,41-1/4".LAIN. CONC. EMBEDMENT IDIRECTLY_INTOCONCRETE, CLMIN,E1.118ED • 4 TYPE '8' • • •• • !MIA ! %LI. TEKSOfLSEl.f•DRIWNO■SCRIIVS•(Fu-120 K. Fy-92 K51) INt, THETA_ STRUCTURES OR APPR 6 telIgIDED MULLIONS •• •6710.« 1/8" THI9.MIIN.4Fy - 36 R9►(111N. ALUMINUM : 1/B' THR MIN. (6O8JY-15 M .� LU ••fS •IN CONTALt WITA'ALUMINUM Ta" HE -PLATED OR PAINTED) AT+3QJ. • •TYPE AA •�!�••• 4 1 " DIA •HIITI tg -C8N U (Fu-1:8i1f51, F0137,KSI) •{ll_ ______ yj • • I • 1'DIRECTLY INTO,13453V2' MIN. EMBEDMENT �• AT JAMBS —• — • —• — • — •— • • -- —• �--- 1 /4" DIA. H9 TI KWIK-CON 11 (Fu -138 KSI, Fy-137 KSI) MIN. LFNGTH - 3-1/4" I INTO WOOD STRUCTURES. 2' MIN. EMBEDMENT • THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY. 1-1/4" MIN. CONC. OR MASONRY EMBED. I DIRECTLY INTO CONCRETE, 1-3/4' MIN. EMBED DIRECTLY INTO HUED BLOCKS, 2' MIN. EMBED 1/4" DIA. TT]CS OR SELF DRILLING SCREWS (Fu -120 1.31. Fy-92 KSI) . INTO METAL STRUCTURES OR APPROVED CUPPED MUWONS STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) • rANCHOR—EDGE'DISTANCES i ttJTO,CONCRETE;'AND+MASONRY.--,2-1/2?. MIN! INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENOS SEE SHEET 4 FOR QUANTITIES ra 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MAY 2 4 2016 A 0 6 4 8 drawing no. W03-101 (sheet 6 of 10 TYPICAL ANCHORS SEE ELEVATION FOR SPACING la PANEL, WIDTH ALTERNATE TO JAMB FlX. STILE TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE • • • •••• • • s • • • • • • • • •• • • • • • 1/4' 2 3/4' SCREWS EXTERIOR EXT. • • • •• • • • • • •• •• • • •• • •••• • • • • • • •• •••• • • •• • • • ••• • • •••• • •••• • • • • • •• 'PANEL WIG Di 3/B' MAX. (LOAD BEARING) SHIM I /2• TMX. (LOAD BEARING) SHIM • DLO. 114 PANEL WIOTH 000R WIDTH • DOOR WIDTH : d. • 'TYPICAL ANCHORS • SEE ELEV. .•.rFOR SPACING I/2' MAX. (LOAD BEARING) SHIM IBY W000 BUCK • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 yn EXT. D.LO. PANEL WIDTH DOOR WIDTH MAY 2 4 2016 UWE OF AL 1111 8 1 d ST .3. 8 R 1 8 O d drawing no. W03-101 (sheet 7 of 10 sheet a of 10) • •• • • • • • •••• • UNANCHORED ..D •15F JAMBS • TLONs1T•COPD!• 0 I B. WiPANWI f 'Wool DOOR HDa{r+ "111217 I ' �kilEClgN• �►roEs 1 •%e••• • • •.975 • • alb •• 1 •••.8B7 48 • ..a.•• • ea• • • •.108 f�! 66-1/2 • • .120 •J.•• • 6124 !6 • • .129 •30• __• .157 • .4,9:41'• • • •,fge T •••••1112 • 42 54 98 .236 54.258 56-1/2 .266 60 .278 66 .286 .30 .201 36 .238 42 .272 48 102 54 ..334 56-1/2 .346 60 .357 30 .254 36 .301 42 .345 48 108 .387 54 .426 56-1/2 .441 60 - • • • •I FREE STANDING JAMB • FIXED SIDF • I� • •• • • • • • Is N'4 SX MY.'3 5.845 2.5527. EXTERIOR FREE STANDING JAMB OPFRABPF SIDF GAPS FOR 4FREE STANDING JAMBS MAIL FRAME HEIGHT MN. GAP.. MAIL GM 62- 1/4' 1' ,96' 1/4'1 11' 102' 1/4" 1' 108' 1/4' 1' NOTE MAX. MOVEMENT CONSIDERED- 00* STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA MO APPUCATION MANUAL FOR COMPAT SILKY OF SEALANT TO SUBSTRATE k WINDOWAII MATFRNL/F1NISH AND COMPUANCE FOR WARRN4 Y. REFER TO ACI -117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LMFS. GAPS LESS THAN I/4 MAY BE DESIGNED BY ENGINEER OF RECORD BY TIE USE OF BOND BREAKER TME OR 1510 OF GAP ALLOWED MOVEMENT'. UPTO 1/4" MAX. GAP 3/8' X 3/8" BONO BREAKER TAPE IUCONE W CORNING 790 FREE STANDING JAMB FOR JOINTS GAP LESS THAN 1/4' USE BOND BREAKER TAPE SEE DETAIL ABOVE 11TLI11 to - MAY 2 4 2016 8 0 6 0, 6 0 n P i • M e O f drawing no. W03-101 544 .500 1.884 o 8.499 r_ 2.2m 5.016 1-.187 7-- I 1.913 t 1.476 r G" �- 1.792 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 5538) TEL (305) 264-8100 FAX. (305) 282-6978 3- s...., I-` .1� yr 100 O INSIDE SILL TRACK 1.675 1 y .125 I -1 .373r } 082 1+-2.187-»1 .344 14 HEAD COVER .125 i 090 2.673 4.512 -2.0851 2.493 0 FRAME HEAD 1-.280 2.684 3.000 2.062 1 808 .078 1-.078 2647 } .100+ 4•562 I 1.764 1 + 1.364 -. ill .078 .2573 Q FRAME JAMB (FREE STANDING) 1.813 - X1.391 I 1.723 .062 1.391 300 SERIES-RS240 ALUM SLIDING GLASS DOOR (LN.L) ) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-0214 FM. (305) 250-8432 ..' + O 1.000 LOCK .-1.274-.i STILE 1.589--+1 1.768 I--II� • © 1374 • FIX •TOP • JN L. .•.• RMI• • • .• O M& 1569 .• . TOP RAIL 1.906- 1 I 1 -L 1 .500 it jj I 2.313 '062' }-f- 1 1.474 I h-1.806 11 iG• S-I� • •• 1.718 •.• • 1 • •• i• • •• • i FRAME T.P CORNER • • •••• • • • • •• • • • • • • • •• • • . • •• • • • •••• • • • • • •• • • • • • • •• • • • • • • • •• • • • •• • • • ••• • •••• • • •••• •• •• • •• • •• • PANEL TOP CORNER 2 O a 2 8 co ern 3 $ in E A (73120 v 1 PANEL BOTTOM CORNER o MAY 2 4 2016 d awing no. 3-101 (sheettoofio) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 ERProduct 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. _ t DESCRIPTION: Series "Eco -Guard 100" Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse 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 entir4'MCA :snag be prilvitled'to the user; by the manufacturer or its distributors and shall be available for inspei tion at* Tie job sits.& thelequest of the Building Official. This NOA revises NOA No. 14-0317.01 ttndvrsnsists of ttis:pager i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed.by Manuel Perez, B.E. . MIAMI--DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.sov/economy MIAMI•DADE COUNTY APPROVED •. . • • .... • . •• •• . •. • • • •• •••. .... ... • • . • • • • • 6izzel,f • • • •• • • • • • • • • • • • • • • • • • . • . . •. • . . . • . . . . •.. .. •. . •. •.. .. ... . . .• ... . . NOA No. 15.0406.12_1 Explration Date: April .08, 20191 Approval Date July 02, 2015{ Page II Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09.08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 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. (Submitted under NOA No. 14-031 7 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 TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series -100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series -100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO -Guard Series -100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI:OA-21t8 htad 1 1 i/G ,signed and sealed by Candido F. Font, P.E. •. • • ' • • • • • •(Stt kmitted under NOA No. 09.0224.07) •• ••• •• • • • /11111,1 • •b• • ••• • •• • . • • • • • • • • • • • • • •. • •• •• • • •• • • • ••• • •• • • •• • • i•• • •• • ••• • ••• . • •••• • • • • �► -1 • • • • • • • ••• • • • • • • . . • • • • • • •• •. • • • •• •• •.. • • • ••. • • Ma ' e ez, P.E. Product Co ro xaminer NOA No. 15-0406.12 Expiration Date: April 08, 2019 Approval Date: July 02, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-I/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 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with[FBC-5'h Edition (2014),/and of no financial interest, dated March 17, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-031702) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI.08-21660, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09.0224.07) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard.TOt ':Alun rinu;n:Sinfi1'e Hung Window - L.M.I., approved on 04/10/14 and expirin ,on%/881 j. ; ; •; •. .. ... ... . . . .. • ... • ... • • . . .• . . •. . • . . •. •. . . . .. . . .. . . .. • . .. . .. . ... • ... . . • . . .T` t 2. • . . . . • . . ... . • . . . • .. .. . . • .• .. ... . • • .• ... . . Manuel ' . P.P. Product Contrii iner NOA No. 1 -0406.12 Expiration Date: April 08, 2019 Approval Date: July 02, 2015 • •• • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • •••• •• • •••• • • • • • • •• •••• • • •• • gCO—GUAR] ARRLS-1OO• • • •;.I41NUM SI��i, JNE HUNG' JPINDQW CHARTS SHOWN ONDESIGN LOAD AEEQQTS 2ESE WINDOWS TO BE AS PER APPROVAL APPLIES TO SINGLE UNITS OR SIDE DY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 6' MAX. HEAD CORNERS 53 1/R" WINDOW WIDTH 47 J/8" 0.1.0. (F%. LIFE) HkAO I I „,. II 11 0 I' 3 ) it SWEEP IATCI8t ..AT 12-I/2- / FROM ENDS TYP. TALSF MUNTINS (SURFACE APPLIED)• - OPTIONAL NO. ANCHORS AT 3.1. 47 3/B” D.L.O (VENT) 50 J/16" VENT 1IPTH EQUAL LITES 5 8 Z i N 53 1/19. WNOOW w10r9 - 47 3/B" 0.1.0. (FIX. 11TE) J 0 :tY FALSE MUNTINS (SURFACE APPLIED) DPTIONAI St -RING LOADED LATCHES AT 7" FROM ENDS OPTIONAL.TO SWEEP LATCH TIP TYPICAL ELEVATION$ TESTED UNITS II al 0 11, 1 I I .ipc an I 11 87)1 I 3 1 NO ANCHORS Al SILL 47 3/8" D.L.O. (VENT) 50 3/16" VENT.WIDTH UNEQUAL LITES (ORIEL TYPE) 5 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED A5 SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SIIOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCTREVISDD as complying with the Florida Building Code.6-. a Ob Acceptance No 2 So Ionian Dote • .01 g. Br 4dJ...._'.1P . Mint Dade Produci Contra Engn 41990 A7111D CML 114. PE g 70592 CAN. 5876 2 3 20 5 2 0 a c 0 m e e, U oW drawing no. W09-08 (sheet 1 of 6 ) . EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. , GLASS TYPES FLANGE DIALS. A', B & 'C' WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8" 19-1/8' 75.0 90.0 24" 75.0 75.0 90.0 26-1/2" 75.0 75.0 90.0 32" 26 75.0 90.0 37' (3) 75.0 90.0 40' 75.0 75.0 90.0 48" 37" 75.0 90.0 53-1/8" 75.0 75.0 90.0 19-1/9" 75.0 75.0 90.0 24' 48" 75.0 90.0 26-1/2" 75.0 75.0 90.0 32" 38-3/e" 75.0 90.0 37' (4) 75.0 90-0 40" 75,0 75.0 90.0 48" 75.0 75.0 90.0 53-1/8" • • 90.0 19-•1/80 • 4971,• 90.0 • • •24'• •• 75.0 75.0 • 90.0 • 26-1/2" • 1 (WAS • 90.0_. : • ht • 50-5/8" • 75.0 4r 90:0-4 •37" (5) 675.0 90.0 • ••'SP•• • 7•S.Q 90.0 48" • •75.0 • 90.0 • 154417e ••M - 90.0 • 0111111$86 1 •75.0 • 90.0 24" • •• Ai. -9 ' o2F•1/26 75.0 75.0 90.0 32" • 63" 575.0 90.0 • 1 • •76 • (6) • 76S 90.0 • e•40' :e:752• 90.0 90.0 O 48" 37" 75.0 • 90.0 • 'Alla* •e •fit• 90.0 19-1/8' 4 •76Y 90.0 24" 48" 75.0 90.0 26-1/2" 75.0 75.0 90.0 32" 76" 75.0 90.0 37" (7) 75.0 90.0 40" 75.0 90.0 48" _ 75.0 90,0 53-1/8' 75.0 90.0 WIDTH •• • • •. • • •9,••• .0. wn, •• r' • •d••• x •l•• • •o • • •e••• A •rs••• t4- •• • • 1- 6 z NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 EQUAL LITES 1/8" 1i AI SIIIt.N'O.CLASS .090" Interlayer DuPont Butacile PVd i Oy 'Kuroroy Americo, enc.' .1/8" HEAT 00905 D. CLASS SILICONE DON 899 Al 1/4 POINTS ;ON LITE WIDER THAN 36" ONLY GLASS .TYPE 1A' b UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. , CLASS TYPE 'A' .CLASS TYPES '0' & 'C' MOTH t£:GHT .. !EXT.(+) INT.(-) ,EXT.(+) INT.(-) 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90,0 26-1/2" 75.0 90.0 75.0 90.0 32" 50-5/8" 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90,0 53-1/8" 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 75,0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2"75.0 ---1 90.0 75.0 90.0 32" 63" 75.0 90.0 75.0 90.0 J7• (6) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 46" - - 75.0 90.0 53-1/8' - - 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32" 76" 75.0 90.0 75.0 90.0 37" (7) - - 75.0 90.0 40" - - 75.0 90.0 48" - - 75.0 90.0 53-1/8" - - 75.0 90.0 3/16" HEAT 57909 0. CLASS 090" Inlerloyer DuPont Butocite P09 Oy 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D. CUSS SILICONE DOW 899 0 II Li LI-- 7aTjfr1 AT 1/4 POINTS ON IJTES WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS NO. IN PARENTHESIS INDICATE NO. GF ANCHORS PER JAMB. UNEQUAL UTES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'D. GLASS 5/16" AIR SPACE PRODUCT REVISED -1/8" HEAT STREN'D. CUSS s1complying with she Florida Acceptance906168 Cod9 S . �,p6. 1z. oatNo 2x19 .090" Inlerloyer .ireOooDet° � �Jr.% OuPont Butocite P179 By 'Kuroroy Americo, Inc.' By 41,4_,......,....e. Ai l:„ i Pr uct 't 1 /8" HEAT STREMD. CLASSiiip SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' SETTING BLOCKS AT LAM. GLASS AND IN51A.. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr; JAVAO AHAUO CML FLA. PE i 70592 C.A.N. 338 2015 o. J m -1 i 3 0 3 vi 2E I'd c W v 3 Li g fl ig w iAsVe .2 • 0 13 2 te • • 8 • drowing no. c W09-08 (sheet 2 of 6j WOOD,RUCH J 4 •• TYP(CA'ANCHORS SEE NEV. FOR SPACING EDGE __- • • • • • •• •••••, • •• •tF • ) • • • • •• • O CA..) 0 J d • •• • • • •• • • • •• Z- • •••i • • --• • • • • •• , • • • • J ri •• •• I • • ••• 0 20 OPTIONAL TO ROTTOM LATCH 21 a • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI MILL SEE EDGE 01ST. DADE COUNTY APPROVED ION & MULLION ANCHORS SEPARATE NOA U TYPICAL ANCHORS_ t TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO TFIE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELEV. FOR SPACING L Pi 4:111.=1 r • Fu.177 K51, Ey-152 HSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY I-1/4" MIN. EMEED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRLCTLY INTO CONC. OR MASONRY 1/2" MIN. EMBED INTO CONCRETE (HEAD) 1 -1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI-DADE COUNIY APPROVED MULLIONS (MIN. THK. = I/8") INTO METAL STRUCTURES STEEL : 1/8" GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE (INTO.CONCRETE„AND.MASONRY_-.,2-1/2�,MIN., INTO W000 STRUCTURE = 1” MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc a 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm - 2000 PSI MIN PRODUCI'RBVISBD • ea complying with the FIodd• Belding Coda 04U6�22 Accaptence No 8 Dae ..:'7/'I.. % 80-60M •0u Bu ooip ci,-.0n 1...(q ,,,pi- �0 i 1V1J =Ell �i11 :Rq 'lp i C1'IL'LOO' 11 EszsmQ. r .l - .L/L .p.s.) EEPAEZI :SUOISINJ ll )) a 0 A. AdsO 6 m0 r 0 ? 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(630 08124*10 '008 51 601)4 4,9 - 91-2909 (SSV13 '4.113 .91/0 0939 0842113 1008 SY 804.4 8 - 91-2909 1198 301S 1N331 Z LOlA4 L - 91-1909 111I94 1101108 1113A 1 411).3 9 - 01-2909 1199 301 193/4 l 50111 S - 91-2909 11/18 '0111 03013 1 404A4 1, - 91-2909 81191 341983 Z CO I.3.3 C - 91-2909 1115 341981 4 611/14 L - 91-2909 01314 311903 1 101/13 1 6H8YW9a/9a21ddn5/'aNYH 'lvlaalvn NOlddlOOSZO •1b98 N LBYd / x311 1101M MOONNA • • • •• • • • II • • •111114 ••••xwW.Y/1 •••• • @• ••• • • • • •• • • ••• ONIDYdS 803 '/1313 33 Sa0113N9 1931°4`• • • • •••• •• • • • • •-.•...1• •••• ti •• •••• �- •• 111019,•9MIN4/11 • —114 • '• • •• ONI3VdS 803 'N313 335. S1MH311V 1904.11,1 V0N;31894V333 33S 1101111111 03A0314d91 3.1N403 1010-141(041 • •••• • • • • • •• • • • • • • • • • • • • • • • ••.••• • • ..S.•• •• ••• a.•• • • ••••• • • ••••• • • •••••• • • • 1111•• TYPICAL ANCHORS EDGE DIST. SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. • •• • • • • • • • • •••••• • • • • •• • • • ••• • •• • • • • • •• • • •• • • • ••• • •••• • •••• ALT. • • • • • • • • • • • • • •••••• •• •• • • ••••.• •••• • • •••• 1111•• • 1.111• • •• • • • • • EDGE DIST. METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING T/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a x ALT. .C! C. l l 4. MASONRY • .G INSTALLATION D2TAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as aoinplyiny wit We Florida Building Code , Acceptwro• No E IntimDet• Engr JAVAD AHMAD CML FLA. PE f 70392 CAN. 3538 'j2 :1015 COMP-ANL\WO ALUM S.H. WOW. (LM.L w W w 0 n A 2 2 A i 2 2 2 v 0 drawing no. W09-08o. sheet 5 of 6 2.750 -.062 0 1 I 813 L1 2.812 FRAME HEAD ,7J0 1 Col FIX. MEETING RAIL 2.750 r -1.261—i FRAME JAMB 1.340---' 1.250 —.062 2.063 • 0 1,140 5 510 .803 1.047 .394— in - 50 .803 1.047 GLAZING BEADS .045 .803 1.047 1 434 1.007 .062 1.14 • . •• • • •• 1.. • •••••• • • • .621 • • ..S••• • �/� • 'MP • • • 1 VENT 'P RAIL• • •A i) • VENT SIDE RAIL • • IPA/ • • •2.17 • •• 000000 •I•• •••• •••••• 1 • • ••• • • �! • • • oft* 1.750 • • ••/• • •• • • •• • 1 2.773 • • • •••1 • •••• •• •• • • • • SPRING LOADED LATCH .674 r, Imo ---2.750 FRAME SILL .769 23 FLUSH FRAME ADAPTER FRAME CORNERS DETAIL PRODUCT REVISLD as complying veldt the Florida BucAceptn Code .1 ance No- .0641 � ,Ural , Dale • 1kU. ZO ✓( Sri L Product VENT CORNER DETAIL Engr: JAVA° AHNAD CML FIA. PE 70592 C.A.N. 36 COMP—AML\WC 3 VI J � Wtn L� co No; N 0 ' • u, Z 3 W Z� 1 v OstJ 0 .. w A 14.1 at p 1 r 11 g 0 a 8 datr. 02—f2-09 8 drawing no. W09 —08 Wed 6of 6 M IAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.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 (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. CDESCRIPTION:,Series-"Eco-Guard 200" Aluminum Horizontal Rolling WindowL.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled `Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire N0.4;1 be }provided to the user by the manufacturer or its distributors and shall be available for inspectipn at the jobsite it ttglee1i est of the Building Official. This NOA revises NOA# 14-0317.01 and cons"rcts o thhgagc'1 Ctdevidence 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. 15-0728.05 "• Expiration Date: May 27, 20191 y �ICJ••• Approval Date: September 03, 2015 • • • • ,,.. • - _ Page 11 • • . ••• • • • • •• G• •• • •• ••• • •.• • MIAM1•DADE COUNTY APPROVED 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 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. (Submitted under previous NDA#14-0317.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by' Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. • •• ••• • • • • • •• (Submitted under NO 4#09-0312.7A4)• • •• •• •• •• ••••••• • •• •••• •• •• • • ••. • ••• • ••• . • . .• . • . • • • • • • • • • • •• • • •• • • •• • • • •• • • • • • • •• • •• • ••• • ••• • .• • • • • • •• • • Ili ..• • • • • • • • • • • • • • • • •• •• • ••• • • Manue . ere , P.E. Product Cont of Ex: i iner NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-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 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. .. ... . . . .. .. (Submitted ander NOAij09-Q.31.�.1?�)..... . • • •. ..• ...• .. . •. . .. • ... . ... . • • . . • . . . . . . . • . • . . . • • . • .. . . .. .. .. . . .. . ... .. .• • ... .. ... . . • . .1,-2 •. • . . • . .... . . . • . • • . •. •. • . . . .• .... . • . ..• .. .. . • . ... . • . ManuelP: P.E. Product Control . finer NOA No. 15- i 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, 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 5"' Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. .. ... • • • • . .. • • . • • • • . . .. ... .. . . . .. • • • . .. . • • • • • Manuel z,P.E. • . • • ▪ . . • • . • ' •• Product Contr rW ambler • NOA No. 15-0728.05 • • ... • Expiration Date: May 27, 2019 Approval Date: September 03, 2015 ... • • . ••. • •• • . • E.- 3 • • •• . • . . •.. . . • • ... . . • •.• • .. •.. • . .••.. .... •• •• •... . sheet 1 of 7) • • • •• • • 3 1/2' MAX. CORNERRS 72" WINDOW WIDTH R 3 • ••�•/ • 'FALSE MWWNS • • •(SURFACE'APPUED) • ANY BE USED • • •e •• • • •• • • • •••• fi—�fi.• :1 Y{' • D.I. OPO. • !TS 3/8" • VfNf 811071-1• �•.r••war •• •• • • WINDjiATED OV.ARE QUIRED. • ��& 84 • SMALL MISSILE IMPACT. SHUTTERS AR • • • • •• •••• • • •• • • • 1 1/5" HEAT I�y(tq�tp. GLASS • Buttocli PVB By 'KuraroytAmerloe, Inc.' 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS .0900 Interlayer SentryGlos By 'Kuroray Americo, Inc.. 1/8" HEAT STREN'D. GLASS WINDOW 9111)TH 10 5/8" MAX. 4" b. r4) MN 3 1/2' MAX. HEAD/SILL HEAD/SILL CORNERS 3 1 CORNERS I (1 I I\ (1 F.-3" — 1) 1 1 1 'n 'I =�====fj= 'i'1 Ii _4====jT= 1--- — F S (0 w 8 D u O0 fi 26 O g — -- _ it /. I II /! — q.1. -='...•=7.i 1' _41____it_ /111 / B 3 1 O1 II U _ , I �I L I — 11 ij 11. ...4.=1--, =titt==== / I , /! t _ 1 -- /. , /� — 7 -- �I ti r _` I FALSE MUNTINS/ 32 (SURFACE APPLIED) t (1 3/4' 1r 1 I I 11 32 3/4" ` 11; i 1 . MAY BE USED D.L. OPG. 36 7/8' D.L. OPG. ECO—GUARD SERIES -20Q TYPICAL ELEVATION$ E SIUCONE DOW.CORNING 899 'GE SCS 2000 SILICONE DOW CORNING 899 GE SCS 2000 AT 1/41P0INT5 ON UTES - TYPE WIDER THAN 30 ONLY 'GLASS T'A' AT 1/4 POINTS ON LEES WIDER THAN 38" ONLY GLASS TYPE 'B' GLAZING OPTIONS TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8" HEAT STREN'0. GLASS —5/16" NR SPACE 1/8" HEAT STREN'0. GLASS 090" Interlayer Butacits NB By 'Kuroroy Americo, Inc.' 1/80 HEAT STREN'D. CLASS CARORJAI. XL EDGE SPACER ST. STEEL m SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' ANCHORS AT MTG. SBE ENDS TYP. ANCHORS REGD. FOR SIZES AND LOADS KED WITH ON SHEET 2 ONLY ALUMINUM HORIZONTAL ROLLING IYINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF 1WO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY HURRICANE ZONE (HVHZ). 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 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHIMS TO DE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. SETTING BLOCKS AT IAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engin. JAVA!) AIWA CML FLA. PE # 70,52 C.A.N. 5 2015 PRODUCT REVISED as complying wRh 1110 Florida Building Code Am:plonco No I B. ImllonDale !T1VM Miem' Dade Product (.an 019 RI I 8 U /J 6 O 0 v n 0 0 u • 1 drawing no. W09-12 • • • • • • • • • • • • • • • • •WINDOW DESIGN LOAD(CAPACITY:= PSF,(X0. MOH IXX;SIBES) 1 DIMS. '4 11/0 REINF. 4/0-REINF.: WITH REIN,. ,, CUSS,TYPP. 1 'A' GLASS TYPE 'B' CLASS TYPE 'C' 'WIDTH 4 IIF1CHT 4 1 EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8' 74' 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53j/88. 74" 1.-4--41 38-348{"�. (.4)eJ_ 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 -6 4 70.0, 480.01 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37" 53-1/8" 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2" 37" 53-1/8" 74" 03" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 700 80.0 24" 36" 46' I • 11614" A" • 4 70.0 80.0 80.0 90.0 70.0 80.0 • • 70.0 80.0 80.0 90.0 70.0 80.0 (3 • 4 . • a • 70.0 •80.0 • •80.0 90.0 70.0 80.0 6 70.0 •80• 8•.0 90.0 70.0 80.0 ) 1 ; 70.0 t13.0 gip 90.0 70.0 80.0 1 • S " S 35" 48" •••6p" s • •7t' • • 36 (. . 4 • 70.0 •80.0 841.0 90.0 70.0 80.0 4 70.0 nil • .40 90.0 70.0 80.0 6 70.0 80.0 80.00 90.0 70.0 80.0 • . 70.0 •8.•0.�•*B0.0 90.0 70.0 80.0 • • • • 70.0 • MAI • 00S.0 90.0 70.0 80.0 • 41 •24" 36"• • • •s" 81" • • •7Z' • •, 4 • 70.0 %pa • .80.0 90.0 70.0 80.0 (5)48" • • • • 4 • 70.0 •8.0.•0 8e.0 90.0 70.0 80.0 o • 70.0 90.0 • •80.0 90.0 70.0 80.0 6 70.0 .T1101 •81.0 90.0 70.0 80.0 • Y 70.0 • gp: • •8p.0 90.0 70.0 80.0 24" • 36" • 4i4i4dM 60" 72' • • 4 • 70.0 80.0 80.0 90.0 70.0 80.0 31 • CV:: --(1, 1--" • • I 70.0 :804 • 4141.0 90.0 70.0 50.0 • • 70.01 10.0 ( eta 90.0 70.0 80.0 • • a 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS`TO4BE ,OF4EOUAl GLASS DLO WIDTHS 1X0 OR ,OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS.A (1/3W) 11/0 REINF. 111TH REINF. CMOS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74"9 0 70.0 80.0 80.0 90.0 70.0 80.0 100-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 74"38_3/8• 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 60.0 80.0 90.0 70.0 60.0 74"50-5/8" 50-5/8" 9 70.0 00.0 80.0 90.0 70.0 80.0 106-1/4"(5) 111" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 17 70.0 80.0 80.0 90.0 70.0 80.0 74" 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" �5) 12 70.0 70.0 80.0 82.6* 70.0 80.0 111" 80.0 12 70.0 70.0 80.0 80.41` 70.0 80.0 72" 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 80.0 12 70.0 00.0 60.0 90.0 70.0 80.0 72" 60.0 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 100" 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 84' 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 100' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6* 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/38) (1/3W) (1/3W) . WITH REINF. 01A00 TYPE 'A' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS.A W/0 REINF. WITH REINF. 01A00 TYPE 'A' GLASS TYPE '8' CLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74"26" 0 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74"38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63' 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 06" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 60.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' - - 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72' 60' 9 70.0 70.0 80.0 90.0 70.0 130.0 (6) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOx' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 Encr: JAVA') AMMO CML FIA PE / 70592 C.A. r . 3530 PRODUCT REVISED as complying with 01* FlOdd• DoildioAcoeOance NO 150 2$0 Es. imam D*te �-- 0 20 511). Mi COMP -ANL\W09-12ECO g g 5 1w U o J 0 J (n 2 r -48 rxa, 471 m o o1 1 Z3i`°° 3Z^ o' -- o ,.W lit o m p 7. 0 0 0 R 0 2 E.? S 4 drawing no. W09-12 sheel_2 of _7 O BY WOOD DUCK •4 7YPI6L-ANCHORS' -SEE ELEV. FOR SPACING EDC& DISI. EDGE DIST METAL STRUCTURE MUM -DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE. NOA EDGE DIST. 1 \.TYP ClAANCHORS SEE ELEV. FOR SPACING TYP CAL ANCHORS SEE ELEV. FOR SPACING EDC DIS rl TYPICAL ANCHORS SEE ELEV. FOR SPACING u N 0. 0 0 • • • 9 • • • • • • •• • WEEPHOLES; W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS -SEE ELEV. FOR SPACING 1BY W000 BUCK EDGE D15!. EDGE DISE. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD DUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. UITRACON'BY 'ELCO' (Fu, 77 ISI, Fy-15S ASI) INTO 20Y,WOOD BUCKS OR WOOD 'STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (FEAD/SILL) 1-1/4" MIN. EMBED INTO CONC OR MASONRY (JAMBS) DIRECTLY INTO CONC. OK MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE EINTO CONCRETE 'AND MASONRY _Z-1/ " MIN. INTO �WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS t'c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm - 2000 PSI MIN. Eng,:AVAD AHMAD CML FLA. PE / 70592 CAN. 3556 0201`; PRODUCT REVISED on complying with the Florida Building Code Acceptance No 1 " A = • Tin 'vol'. DW i-!1./74/ do /V.3', By Mi ade Product Can 01"1 2 3 th8 ed C 5 U 9 8 c 1 9 1 drawing no. W09-12 Leet 3 of 7 1/4" NM. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 METAL METAL STRUCTURE . • a : • • s lib 4.• 31 •••• • • .. .• • 4 . 4 • • •• 0 0 7 --- SCREEN OPT. ----- 1 /4" MAX. s4M • • • • • • . . 27 R STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO I.AYQIIT m0 114, Stet; 2 1 DY • l W000 RUCKS 1 l/4" D TYP CAL ANCHORS SFE FLEV. FOR SPACING 6 • •• • . EXTERIOR VENT WIDTH D.L OPG. D.L. 050. WINDOW WIDTH -SCREEN 0 1/4" MAX. SHIMS 1BY WOOD BUCKS STEEL REINFORCING AS 6E00. SEE SHEET 2 FOR CAPACITY ••• • TYPICAL ANCHORS —SEF•F4 l.• FQR SPACINO, •••• • •• • • • • • MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA XQX_LAYOUI TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1 94' TYPICAL ANCHORS SEE ELEV. FOR SPACING Engn JAVAO AHMAD CML FIA. PE 1 70592 CAN. 538 PRODUCT REVISBD as complying with do Florida Building Code Acceptance No t nation Date 2015 Miom I J; FPY/U • Jq 4. zt p 44 gE8.5' 0 E p1 c legi .3 ,- 10145 61iF i s U N J J j L U) co U) oo' .- Z LL m Z6o o W -LJcn JJ a 0 .y 0 or V. 0 Y drowing no. W09-12 sheet 4 of 13 • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • •••• • •• • • • • • • • • • • • • • • • •• •• •• • • • • • •••• •• • •••• • • • • • • •• •••• • • •• • • • • • •••• • • • • • • • • •••• • • • • • •• O ALT. TYPICAL ANCHORS SEE MEV, FOR SPACING 3 EDGE DIST. TYPICAL ANCHORS —SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE riro—ow TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING C7) ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engn JAVAD AMMO CML FLA. PE / 70592 CA . 3538 0 2015 PRODUCT RRVISRD or complying with the Florida (Wilding Code Acccplonee No E dr l551 Dale u i lj 0 0 a S "1 0 w N 1i rradwing no. W09 —12 sheet 5 of 7 ) 1.067 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARXS 4.11Uw a m 2.750 1 FY201 1 FRAME HEAD 6063-T6 - 71� 3/1 6' -1 2 FY202 1 FRAME SILL 6063-T6 - .500 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-0100 FAIL (305) 2624978 a. Il Qj r r I -M 3 FY203 1 SILL TRACK INSERT 6063-T6 - 062 1.434 813 I .._E7/// AS REOD. 1.10V. RALIE JAMB FFRMAE 6063-76 - 3.249 .082 1.718 -jl I �¢ 5 FY101 AS REQD. Fl D JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - Q VENT Illy 1.140 TOP/BOTTOM RAIL 12 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 8 FY208 1/ VENT JAMB STILE 0063-16 - STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - fi- .013 2'085-� �( 1.230- 10 FY108 A5 REQD. GLAZING BEAD (IAM. GLASS) 6063-16 - .579-(---{ (--.130 TOA FY110 A5 REOD. GLAZING BEAD (IN5UL. LAM. CUSS) 6063-16 0 1.140 -4--1.610 FRAME HEAD �I 1I }• I ' 11 AS 6(00. REINFORCING BAR STEEL .719 045 .803 •045 •803 12 - AS 6100. REINFORCING RAR STEEL - 1--�- 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-16 USE AS REQD. 1.140 I V-� --.067 2.246 1.047 1.047 14 FY208 4/VENT ROLLER HOUSING & GUIDE CELCON - I.140 --r-1.610-,-- 15 FY200 2/ VENT ROLLER BRASS 1D GLAZING BEADS ` 16 FY210 2/ VERT ROLLER PIN 5T. STEEL - ,219 I 0 �� 1.344 JAMB STILE ^ ) C 17 X 1" AS MOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SM5 6 g Ll n ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (305) 535-5299 FAX (305) 885-5902 18 �{8 ,8 X 3' 2/ VENT 02. RAIL SILL SCREWS (SILL END) CRS P.H. 51)5 .813'19 �-- 1.058 W23181 75 RE00. HN SEAL WSTRIPPING - ULTRAFAB 20 03001190 AS 8100. BULB SEAL 0-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 6515 2.063 1.250 - 22 (203 AS 5(00. GLAZING BEAD BULB SAAITOPRENE ULTRAFAB. DUROMETER 6515 23 (18-50 AS MOO. MASS SPACER SILICONE FRANK LOWE 3.076 • • • • • • •07824 =C • • • • • • • • • • • • 2.501 • SL203P 2/ VENT SWEEP LATCH - SULLNAN & ASSOC, •�• • •1'140 • /S62 1.340 25 �0 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SM5 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS • • • • • • t •�� • 27 - t/ VENT S/16' BOX SCREEN - OPTIONAL • 28 FY120 - FLUSH FRAME ADAPTER 8063 -TB OPTIONAL • II • • • • •a••♦ j FRANC. t750�.t • •••••• • •••%1EETING 1.344 • • • • � RAIL 29 2/ UTE SETTING BLOCK EPDM DUROMETER 8015 SNORE A •••• 2.188 descnption I' RV. PFA BCCO COMMENTS UPDATED 10 251C FBC MA4UF. ADDRESS REV. GLASS OPIWN ADDED UPDATED TO 2914 RC • • 1.314 • • • • • • •t 250 • e1 •• w • 1.202 .062 • .340 T U. -Y-•-� O .31 2 • • .002 • O SILL TRACK • • •••• • • .•.• • l7J 1.375 FIXED MTG. RAIL 0 _ I I oar „� ry .500 .187 2.512 .062-- 2.750 2.750 r .962 1 2.812 1 ca meow ��r S t $ $ t gg `0 lo. b • I. t En r• JAVAO ANMAO 9 PRODUCT REVISED 2.688 �( .062 CML T C PE 3538592 as c14I16$ ns with the Holds Building Code' A C Acceptance No s i a^l{y �V c III .500 Ilik.-{ .769 1'.x rnlion Date :F,�YTi)F•M L{7T�' -- 0 MOV. .874 -1.687 FRAME I-- JAMB O5 FIXED .969 1.686 FRAME JAMB )' \ lZ hli;u t IluJ. I'rudad Con �0 drawing no. W09-12 2.611 28 FLUSH FRAME ADAPTER .yui. ��� . sheet 6 of 7 • • • • • • • • • • • • • 1 • 00000 000400 • • • • •• • • • •••• VENT TOP/R0110M CORNERS • •• • • • • • • /•••• • •• • • • • ••• • I•0•0 •• FRAME BOTTOM CORNER Eng r: JAVA° AHMAD CML FIA.CAN. E 53670502 7 0 2015 PRODUCT REVISED pn complying with the Florida Building Code AcceplancoNot5O 2&,a• C Halloo Date !'.W' 119 R z o8 3 a� a asR 0 6Qg yygq 0061E 3 .t g 4W�fd 8 04 Qm 0. 0 2 2 9 • A 9 9 15 A 2 0 drawing no. W09-12 eheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 550" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W11-10, titled "5-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shalt be prow tcledd to ttie:u er by the manufacturer or its distributors and shall be available for inspection at tihejob•s teat thr iiqategt oi'tjle Building Official. This NOA revises and renews NOA No. 13-0206.08 antltbnsts'ts of thi% Bag'e'l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by IVIknuti Pere�,•l;.B ' MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.govieconomv MIAMI-DADE COUNTY APPROVED �/ .. . .. . 11/l%/ .. .. •. .. . . . .-. • • • • • • • • • M NOA Na. l5-t?40b:11 Expiration'Date: May,05, 2021 • • •.. • : Approval'Date July 02, 2015 • • •• •• •• ••• - Page 1 • • • • . • • • . .. . . • • •.•. • .. •• .•.• ,12bj4...• . • •.. . . . ... Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 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 an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked—up, drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • • • • • • . .. .. . . . • • •• ••• •• • •.. . ••• • . • • • • • • . • . • •• • • •• • • .. • • • •• • •• • • • • • Manue ez, P.E. • • • • •• • 4'roduct Contt ' ' xaminer • • • • NOA No. 15-0406.11 Expiration Date: May 05, 2021 ••• Approval Date: July 02, 2015 • $-1. • • • • • • • ••• • • • • • . • . . • • • • • ..• •. . • . ..• .. ••. • . • ••• • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying withtFBC-5th Edition (2014), land of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, IIETI-10.3146, HETI.10.3147, HETI-10-3148 and HETI-10.3149, 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. 11-0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. ••••••• • •• •• • • • • •• • • • •• ••• •• • _• • •• • • • • • • ••• •• • ••• • •• • • • • Ma el . P.E. ▪ • • Z'roduct Control miner • ' • • • • • •NOA No. 15-0406.11 Expiration Date: May 05, 2021 . •• •• Approval Date: July 02, 2015 U-2. • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • FALSE MUNTINS (SURFACE APPLIED) MAY BE. USED D 8 0 ♦d— WINDOW ,WIDTH 0.L. OPO, • •• • • • • •••• • • •• • • • • •• 10 1/2" MAX. HEAD LEL • • • • • L••1� HEAO/SILL CORNERS • •• • • • •••• • • • • • •• •• • • •-�►- •EATI9iRF1J' .. EA96• • • • • • • • 1 • • 0901•1•4rbyur • • • • DuPont But atite I'VB 1 • •1 By 'Kuroroy AmerlErA Nr. • • t/9 . HEAT Sifter CL1tSS • • •• SILICONE • • • 008 CORNING 699 • • AT 1/4 POIN15 ON LITES WIDER THAN 36" ONLY 1/8" TEMP. GLASS 3/8' AIR SPACE 1/8" HEAT STREW!). CUSS .090" Interloyer DuPont Butocito PUB By 'Kuroroy Americo, Inc.' r1/6" HEAT STREN'O. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ALL SIZES GLASSLYPE 'AA' GLAZING OPTIONS 3/16" HEAT STREN'D. GLASS .095' Interloyer DuPont Butocite Pt/8 By 'Kura/13y Americo, Inc,' THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIES -550 MLUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE 2014E (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCIIORED PROPERLY TO TRANSFER LOA05 TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. J/16" HEAT STREW°. GLASS SILICONE DOW CORNING 699 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE_p' PRODUCTR6'VISED as complying with tlo Florida Building Coda Acceptance No —. I Dela 1!x /06.1.1, SETTING BLOCKS AT LAM, CLASS AND INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr: JAVAD ANMAO EMC FLA PE / 70592 C.A.N. 3538 C7 23201! COMP -ANL\W11-10ECOJ • 2 8 c CIU a ) 3 3' drawing no. W11—lo (sheet T 0 -FC) 9 8 0 ji sheet 2 of 6 ) DESIGN LOAD CAPACITY - PSP WIDTH (W) LENGTH (1.) EXr.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30' 36' 42' 48' 54" 60' 66" 30" 30" 42" 46' 54" 60" 86" 30' 36" 42" 48" 54" 60" 86" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 61.7 48" 54.0 54.0 70.0_ 70.0 61.7 54.0 75.0 75.0 66.1 57.6 70.0 70.0 61.7 36" 42" 48' 54' 6' • 75.0 66.1 70.0 70.0 70.0 70.0 70.0 68.9 68.9 68.9 70.0 70.0 70.0 68.9 62.0 62.0 70.0 70.0 70.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.8 73.8 73.8 75.0 75.0 75.0 75.0 70.0 75.0 75.0 75.0 70.0 75.0 70.0 70.0 70.0 70.0 70.0 68.9 68.9 68.9 70.0 70.0 70.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.6 73.8 73.8 75.0 75.0 75.0 73.8 66.4 68.4 75.0 75.0 75.0 52.0 • 70.0 • 70.0 • •70.0 • Its Of, • J4* • 70.0 ••• 70�.0.,• • V.I!- • • eV* • 00 88.4 75.0 75.0 70.0 70.0 70.0 68.9 62.0 70.0 4i(P° • 70.0 70.0 73.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.0 70.0 08.9 70.0 70.0 70,0 70.0 70.0 70.0 65.4 75.0 75.0 75.0 75.0 73.8 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 DESIGN LOAD CAPACITY - PSF 1110509 DIMS. 014458 TYPE 'A' 1 GLASS TYPE 'AA" GLASS TYPE WIDTH (W) 26-1/2" 32' 37" 42' 48" 53-1/8' 56" 60' 63" LENGTH (L) ,EXT.(+) 50-5/8" 70.0 70.0 70.0 61.7 54.0 51.2 INT.( -)1 75.0 75.0 75.0 68.1 57.8 54.8 EXr.(+) 20-1/2' 32' 37' • 1 63' 53-1/8 56" 60' 63' 26-1/2' 32' 37" 42" 48" 53-1/8' 26-1/2' 32' 37" 42' 48' 70.0 70.0 70.0 75.0 75.0 75.0 76" 80' 70.0 70.0 70.0 75.0 75.0 75.0 70.0 75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 62.0 59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 INT.(-) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.7 66.4 63.2 75.0 75.0 75.0 750 75.0 75.0 75.0 EXT.(+) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 62.0 59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1NT.(-) 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.1 66.4 63.2 75.0 75.0 75.0 75.0 W r- -7 NOTE. 190111 AND LENGTH DIMENSIONS CAN DE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. U J 75.0 75.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 70.0 70.0 75.0 75.0 75.0 70.0 70.0 70.0 75.0 75.0 75.0 26-1/2" 32' 37' 42' 48" 26-1/2" 32' 37' 42" 28-1/2" 32' 37" 42' 64' 90" 96' 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 70.0 70.0 75.0 75.0 75.0 70.0 70.0 70.0 75.0 75.0 75.0 70.0 75.0 70.0 70.0 75.0 75.0 70.0 70.0 75.0 75.0 70.0 750 70.0 75.0 70.0 75.0 70 0 75.0 70.0 75.0 70.0 70.0 75.0 75.0 70.0 70.0 75.0 75.0 70.0 75.0 70.0 70.0 70.0 75.0 75.0 70.0 70.0 75.0 75.0 75.0 PRODUCT 11BV1$ED u complying with do Plotld• Building Coda Aca ptlmcoT40 kudos Date 95" - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). ado Product C Env: JAVAD 011945 0VIL 11A. PE 1 70592 CAN 3538 32015 2o21. y 1- LH 11' co t71 3 T,"") oN O'1 O• Z Im z O sS w o,: .o 0 9 D c drawing no. W11-10 HOOD BUCK TYP ANC .RS SEE REV. FOR SPACING • EDCf,aD1ST," METAL STRUCTURE FObF DIST. EDGE DIST/Y, MIAMI-DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA EDGE DIST. g a TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT 0Y ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. A •.• •� • • e••• ••• 1 • • • • • • • •••• j•• • • ••••f•• • II' • •i•••• 'd ,o ••• • kL • • • ) •• • • • • • • •• • • ••• •' ••••1 IHY WOOD BUCK V=1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DW ULTRACON BY 'ELCO' (Fu -17/ Ka. Fy-135 K51) INTO 2BY W000 BUCKS OR W000 STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) BHRU 1BY BUCKS INTO CONC. 012 MASONRY 1-1/4" MIN. EMBED 'INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC OR 'MASONRY (JAMBS) DIRECTLY INTO CONC OR MASONRY 1-1/4" MIN. EMBED INTO CONCRI.1 (HEAD/SILT.) 1 1/4" MIN. EMBED INFO CONC OR MASONRY (JAMAS) 1/144 -SMS OR SELF. DRILLING SCREWS (cR�DE 2 cRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N12 SMS OR SELF ORII L IN(1 SCRFWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) INTO CONCRETE PNU MASONRY - 2-1 2" M'N. INTO -WOOD -STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS t'm - 2000 PSI MIN. TYPICALIANCHOILS SEE ELEV. I FOR SPACING EDGE40ISI. • " PRODUCT RBV•SCD TYPICAL ANCHOR os complying with the Hee: ELEV. �3uildingCodo 06. FOR SPACING Acceptance No Talion Date .,Lerr. .� TTY i/....:./. 'nuo' Produce Engr: JAVAD ARUM) CML FLA. PE 1 70392 C.A.N. 538 C�. JUN 2 3 2015 n :? 10 L C i N 2 O it U drawing no. W11-10 (sheet 3 of 6 • 1/4' MAX. —01:111.4— TYPICAL HNA TYPICAL ANCHORS SEE ELEV.- FOR SPACING METAL STRUCTURE 1/4 MAX. 51495 IBY 4000 BUCK 1/4' MAX. SHIM TYPICAL ANCHOR SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW 910TH • •• • • • 4 • • it • • • • • MIAMI-OADE COUNTY I • • • APPROVED MULLON • • • • • SEE SEPARATE NOA • • • • • • • • • •• • • • •• • • • •••• •• • • • • • • • •• • • • • • • • •• • • • • • • • •••• • • •••• WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • EXTERIOR WINDOW WIDTH PRODUCT REVISED m complying with Gm Maids Building Acc5-•4v6.d. AoccpWtce No F .• aIDn Dan i -f0- 2o21. i BY •(//,•.. /.....47#1 4i .0 a Produce Contra Engr. JAVAD AHMAD CML FLA PE / 70592 CA.N. 3538 JUN 2 3 2015 0 2 0 uV. v 8 • to • 3 • drawing no. W11-10 sheet 4 of 6 J • • EDGE 01ST. • TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. N • •• • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • •••• •• • •••• • • • • • • •• •••• TYPICAL ANCHORS • • • • • • • I SEE ELEV. FOR SPACING • •• •• ••• • • • • • ••• • ..CI• • •••• • Cy••• ALT. METAL. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-OADE COUNTY APPROVED MUILION & MULLION ANCHORS SEE SEPARATE NOA EDGE a_ JOIN ° 1.t TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING W INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT RHYMED m complying with the Hondo melding Oado Acceptance No Etat, Ion Dau 06.11'1.. fzeta.. ark Product 01 el, Ener: JAVAD AHMAD CML FTA. PE 1 70592 CAN. 3538 i 0 0 I U og it aF P. v drawing no. w11-10 sheet 5 of 6j 3.001 F---- 2.750 3.094 r �� .7 9 1.644 —^I FRAME HEAD/SILL/JAMB .500 2.578 .050 1 .452 L1.28 • • • I • •••• 2 • Si� ioXEi • •• • • • • • • • • • • • • • • • • • -1 394 •I •• .803 .0.50 • • • • 1.04 • • • •• •• • • • •••• • • • ••• • •a),C ZING BEA 1 (7/a LAM. G i)• • • • • ••• • • •• • • • • 1•-•160• ♦I • .803 _IL.045 I--1.172 • • • • • • GLAZING BEAD (INSUL. LAN. GLASS) 2.688 .062 .769 Q FLUSH FRAME ADAPTER ri 519 3B GLAZING BEAD (5/16" LAM. GLASS) CORNER KEY ITEM PARS / QUANTITY DESCRIPTION (MATERIAL NAND./SUPPLIER/REMARKS i E503 4 FRAME HEAD/SILL/JAMB 6063-T6 - 2 (504 4 SNAP COVER 6063-T6 - 3 FY109 AS RE00. GLAZING BEAD (7/16" LAM. CLASS) 6063-76 - 36 E505 AS REOD. GLAZING BEAD (INSUL. LAM. CLASS) 6063-T6 - 3B FY108 AS 9E00. GLAZING BEAD (5/16" LAN. CLASS) 6063-76 - 4 /10 X I-1/4" 3/ CORNER ASSEMBLY SCREWS - - 5 (203 AS 9E00. GLAZING BEAD OLLU, DUROMETER 65 SANTOPRENE ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - J FLB-50 - GLASS SPACER - I/8" HIGH SILICONE FRANK LOWE 8 1Y120 AS REOD. FLUSH FRAME ADAPTER 6063-18 OPTIONAL 9 - AS REOD. SETTING BLOCK. 3/16" X 3/4" 0 4" LONG EPDM DUROMETER 8045 SHORE A 101 - - INSUL. (LASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PRODUCT REVISED us complying with do Florida Building Codo Acceptance No H�LhnllonDMc FRAME CORNER s. • jo6' •cl 0111101 Engr. JAVAD MAIM) CML FLA. PE / 70592 C.A.N. 6538 1623 2015 0 I o'02u §AhR6 u 0 2 5 o_ 00 3 s drawing no. W11-10 sheet 6 of 6) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} Eco Window Systems, LLC 9114 NW 106 Street Miami, Fl. 33178 SCOPE: This NOA is being issued tinder 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 detennined 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. MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wKw.minmidade.aov/economy ..DESCRIPTION; Series "ECO—Guard Clipped" Aluminum Tube'Mullion —1571.. 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 Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tenninate 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 niay 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.Pgotdtd.tb'the user by the manufacturer or its distributors and shall be available for inspeetion4 the34 site a4herequest of the Building Official. This NOA consists of this page 1 and evidencepegesE-1 sand•Es-2; as well as approval document mentioned above. The submitted documentation was reviewed.lb Jaime D. Gascon, P. F.. • • •. .. • . . .. •• .•• . .. .. .. .. . • • .. . .. . ... • S -, . . . ... • • . • . . . • • . • ... . • • • . . . . . • • . . • .. .. • . . .. .. ... • . . ... . • NOA No. I4-0529.18 Expiration Date:.Oetober 23, 2019 Approval=Date: October 23, 2014 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14--01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 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-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluininum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al—Farooq Corporation, 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. • •.. . •.. •• . . • .• • • . • • • . • . . .. . . .. • . .. . . . .• •. . ..• . . . . . • X1.1: • . . • . . • ••.• .. . • • •.. . . . . Jaime D. Gascon, P. E.• Product Control Section Supervisor • • • • • • NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • . • . . ..• .. Eco Window Systems, LLC NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5"' Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed b— 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 HETI-08-2192A, 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. •• ••• • • • • • •• • • • • •• ▪ • • •• ••• •• • • • •• • ••• • ••• • • • .• . . • • . . • • • ▪ • •• Product Control Section Supervisor .. • • • •• • • •. Jaime D. Gasco~ nom. E. •• • • ••• • •• • NOA No. 14-0529.16 •• .• •.. • Expiration Date: October 23, 2019 Approval Date: October 23, 2014 .•• • • . ..• . . .E.- • • • • ••• •• . • • ••.... •. •••. • ••. •... •. ••. •• ••• • • •• •.• • • • • • } MULLION tYSTAA• IS RATED FOR LARGE MISSILE IMPACT. ND CAN•BE•USER WITH ALL MIAMI-DADE COUNTY APPROVED SMPACT ANE MR -IMPACT 1 SI STRAP PRODUCTS. • • • • • • • laciad jus21ALLthasiltutialianintis USING MIRLION PROPERIIES•CINLI( NOTES',•• •••• •••••• T IS PR000ST•H SI BEEN OES13•110494111017ESTE0 TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HICH VELOCITY H RRICGWE PONE (HARZ). •••• I�5 *ALL APPLICABLE Acp PPLICABLE I3NG SCODEDRE {REMENTSMULLIONS LE: OWNO LOAD. WATER •INFILTRATION, FARC 0 ENTRY RE7,S Cii,•SAJEGUARDS ETC. W000 BUCKS BY OTHERS, MUST BEMNCHORED PROPERLY TO TRANSFER LOADS TO 1140 STILL TURE. • • ANCHORS:Ng BE*At LISTED, SW.CE0 �SNOWN ON DETAILS, EMBEDMENT • TO BASE MATERIAL ,,�SLLHN FALL ALL BE BEY COVERING (STUCCO, TILE ETC.). ANCHORI •084111' S 07HER IRAN TOSE HSHOWN IN THESE DETAILS ARE NOT 9F•1� APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CGDE. INSTRUCTIONS. USE CIRRI'S AND GRAPHS AS FOLLOWS. STEP 1 STEP 9 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MAMA -DADS COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIF1E0 IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 11 II 11 Aljr 4. 6.000 .H,„ TYPICAL 1' _�—C.LA7WG PRODUCT I 4 —T 1.000 i -L TYPICAL AM WINDOW AMIE UdULAR SHAPES -2.000 -I ALLOY - ,6063-11) 3.000 MULLIONS CONTAINING ,TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SU WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 Armond as TYwplying w6S:114 ITmidn NuilJi/qCDow 0 NOAif rf En9r: JAVA() AWN) CML H1.A. PE 44 70592 C.A.N. 3538 PiAY 2 3 2O J 3 ALUMINUM TUBE MULLIONS O y 0 D u U v 0 c 1 6 drawing no. M14-01 sheet i of 61 3.000 IX - .D502 14\4 ISX .0335,IN\3 1 X 3 SID. MULLION .._ 0003-T6 _ 1.000 } .125 4.000 Ix - 2.0374 01\4 Sx = 1.0187 8/\3 1 X 4 STD MULLION 0063-T6 } -1 1.000 r .375 3.000 L.375, x.125 Ix - 1.538 44\4 Sx 1.0254 11\3 1 X 3 CUSTOM MULLION 6063-T6 1.000 r .375 4.000 1 .375 -.125 Ix 3.1878 IN\4 Sx - 1.5939 IN\3 1 X 4 CUSTQM_MULLQ 6063-T8 r+--2.000-1 x.125 4.000 -.125 Ix - 2.9762 01\4 Sx = 1.4881 N\3 2 X 4 STD. MULLION 0063 -TG • •• • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • •.. _• . • • • • • •• •• •• • • • • • •••• •• • •••• • • • • • • •• •••• • •• •• • •• • • • .•• • • • • 1___ I . • • . • • . . • • .12e••• 2.000 L 1-.-2.000 1 F ---2.000-+I ANGLE CLIP 6063-65 112" MIN. • +1 ./1131..- •• •• .• .125 TYP. NOTCH CPTIONAL 5.500 MULLON CLIP 6063-T6 .125 TYP. 2.125 L} 5.500 MULUON'CLIP 6063.-T6 I.-- 2.000 x,125 6.000 -.125 Ix = 8.2757 IN\4 SX = 2.7586 IN\3 2 X 6 STD. MULLION 6063-16 j--2.000 `.250 0.000 Ix - 15.2031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION 6063-T6 /4 pn.wpd 30 600193y535 %%At the F#nidn O1IH4lg 1)836 __ I7DAr M186t1 Engr: 356A0 AHMAI CML FLA. PE / 70592 C.A.N. 3538 WV 2/3 2014 UN Z a J 2 0 O O �Ac dote: O5-19-14 drawing no. M14-01 (sheet 2 of 9 N U Img -Ira V "- " 6 o 4. DESIGN 'LOAD CAPACITY PS? (TUBE -►IQLLION3) _ DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSY (TUBE MULLIONS) WINDOi1{DIMS. ' 4 X 31 1 X 4 1 X 3 1 X 4 2 X 4 2 X 8 2 X 8 WINDOW DIMS. 1 X 3 IX 4 1 X 3 1 X 4 2 X 4 2X 6 2X 6 WINDOW 01510. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2X 6 WIDTH* (W) MULL SPAN .S"..1 STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX. (305) 2626975 j p 3 m 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.3 55.3 120.0 170.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.9 115.4 87.1 120.0 120.0 120.0 120.0 26-I/2 - - - 42.8 39.9 111.0 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30' - - - 37.8 35.3 98.1 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 12011 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.0 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 48" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4' 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' - - - 23.6 22.0 61.3 112.6 54' 120.0 120.0 120.0 120.0 120.0 120.0 1200 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60" 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 60" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 00" - - - - - 44.8 81.9 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 60.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 19-1/8' 120.0 120.0 120.0 120.0 120.0 19-1/B' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 28-1/2' 120.0 120.0 _120.0_ 120.0 _120.0 120.0 120.0 120.0 120.0 20-1/2" 37.2 79.7 80.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 28.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 48' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 94" 20.5 44.0 33.2 88.8 64.3 120.0 120.0 48" 132" - - - - - 46.1 84.6 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY. FL. 33175 TEL (305) 885-5299 FAX (505) 885-5902 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 38.8 67.7 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 72" 4 86.1 9 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 58.4 19-1/8" 4 1200 •20.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8' - - - 34.3 32.0 89.0 120.0 :' 631`';" : 121.E • 120.0 1:0.0• 64040 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 • 30" • 120.0 9120.0 12010 12010 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 ••17;•• •� ftS •, 20.0 110.0 120.0 120.0 120.0 120.0 37" - 38.2 28.0 59.8 55.9 120.0 120.0 37' - - - - - 46.0 84.5 • 42" 101.6 120.0 160.00 1200 120.0 120.0 120.0 42" - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 •;8' 50-5/8" 81.9 120.0 1Zdb• •1450 120.0 120.0 120.0 48' 98' - 29.5 22.3 46.1 43.1 107.8 120.0 48' 144' - - - - 35.5 65.2 • • 60 • d • 79.6 • 120.0 12006 1600 120.0 120.0 120.0 54" - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - - 31.5 57.9 • i1 • • • •.,I lq 114.5_ 1=02• :1 0 120.0 120.0 120.0 60' - 23.6 - 38.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 • 004 04.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 .31.3 78.4 120.0 66' - - - - - 25.8 47.4 •'2• • is . •SS4 :95.4 Wo%• 6 NA 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" - - - - - 23.7 43.4 •19-1/8'4 9120.0••120.0 12004, 9W0.0 120.0 120.0 120.0 19-1/8" - - - 81.3 75.9 120.0 120.0 •• �ryt 4 %.1 120.0 V060. 1.2, 40 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 F- 7 30' 77.8 120.0 120.11♦ . 120.0 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 ARCHES TO BE INSCRIBED 001920N141. MUIUON WADE RECTANGLAAR SHAPE (revisions: ) (noroote 1 byldescnption 1 • •'f • 4 • : N • •119.9 tlt4 • I2 0 120.0 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 '"'P- �...412. • • `6.6 j 105.6 30.0 • 1,20.0 120.0 120.0 120.0 42" - - - 37.0 34.6 96.1 120.0 - - CLA2 NG �/PRODUCT • kg •13' ••4f 7.••••• 48.8 •92.4 28.7• 12:0 120.0 120.0 120.0 48' 108' - - - 32.4 30.2 84.1 120.0 i , 3 54' • 43.2 •82.2 • 70.0 • 120.0 120.0 120.0 120.0 54" - - - 28.8 .VERTICAL 60" •tel• 73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 26.9 24.2 74.7 67.3 120.0 120.0 MULLION 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66" - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING _1 dLi 72' 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 PRODUCT PRODUCT y 3 • ALL LOADS ARE EXT.(+)/INT.(-). GLAZING PROWLi GLAZING PRODUCT NOTE; - WI L W2 -1 MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED - ^ I t 'i ^ 'i ^ l' .�... ^ 1, et VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENT$ Engr: JAVA]) 3HAWO CML FLA. PE ) 70592 1�1 /y�� Wi + W2 CAN. 3538 Apprnrtd�,Ytti-1n; l�•n O+01811319 2 DIi;C 11. SOµ oil - 1 drawingno. 9114-01 [MULLIONS "� ,j 11AIi '' MO 3 2I t4 (hoot 3 of 9 "51454014 LOAD CAPACITY - PMP I DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP Cru-" J 8 WINDOW DIMS. ANCHORS TYPE I WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANL: HORS 'HDPE WIOTH,(♦V)IAULL SPAN A2 ) A4 AB 132 114a Hob 8(019 (W) MULL SPAN A2 A4 A8 112 114a 114b WIDTH (W) MULL SPAN A2 A4 AB D2 114a 1345 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 751- (105) 264-1100 FAX (305) 2626978 MULLION\M11 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120,0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37' 50.6 88.2 120.0 32,4 48.7 64.9 42" 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.8 41.1 57.1 48" 38-3/8" 120.0 120.0 120.0 78.2 112.8 120.0 48" 74-1/4' 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 88.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 07.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 80" 97.6 120.0 120.0 62.5 90.1 120.0 60' 50.4 87.9 120.0 12.3 46.5 64.8 60" 31.2 54.4 81.6 20.0 28.8 40.0 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 28.2 36.4 72" 81.3 120.0 120.0 52.1 75.0 104.2 72' 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 10-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8' 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" _ 89.1 120.0 120.0 57.1 82.3 114.3 30" 58.7 98.9 120.0 36.4 52.4 72.7 37" 120.0 120.0 120.0 92.7 120.0 120.0 37' 72.3 120.0 120.0 48.3 68.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 42" 120.0 120.0 120.0 81.6 117.8 120.0 42" 63.7 111.0 120.0 40.8 56.8 81.6 42" 40.5 70.6 105.0 26.0 37.4 51.9 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132' 35.5 61.8 92.7 22.7 32.7 45.5 R if ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 66' 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 , - 23.8 33.1 72"• 74+3• 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 19-1/8" • •70.0 a 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 :Alla; •P2 t} 120.0 • 120 • 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2' 58.9 102.6 120.0 37.7 54.3 75.5 • 30' a 120.0 4 120.0 • •1 .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 ••i4i•• • • M!A 1 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 • 42" s • 105.7 •120.0 • • 1a0.0 • • 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 • 418" 50-5/8" 182.4 120.0 • •148060• • 59.3 85.3 118.5 48" 95" 48.8 85.0 120.0 31.3 45.0 62.5 48' 144' 32.5 58.7 85.0 20.8 30.0 41.7 ••1641;114 • 842. 120.0 •10.0• • 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 •s:•• • •4.0 • 120.0 • 12(760 47.4 68.3 04.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 08.0 - 24.0 33.3 • 6� •••• •67.2 _ ....• 117.2 •120.0 43.1 62.1 86.2 06" 35.5 61.8 92.7 22.7 32.7 45.5 00" 23.6 41.2 61.8 - 21.8 30.3 •'p • t r• • di••.6 • 107.5 •11(10• 39.5 56.9 79.0 72' 32.5 56.7 850 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 • 19-1/8"• 120.% : 120.0 • •1a4LJ1• • 119.5 120.0 120.0 19-1/8' 108.8 120.0 120.0 69.7 100.4 120.0 • td}/i• 120.0 120.0 120.0 80.3 120.0 120.0 20-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES TO 88 INSCRIBED 1111 • • 30" T18.9 120,0 **acre • 70.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS .TYRCAL 140108 RECTANGULAR SHAPE C\ ANCHORS •••3••• • 9.4• 120,0 • • "060• • 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 \ HORI2ONTAL UULLION 2�. �4.� 120.0 1200• 54.4 78.4 108.8 - - •� • 83" • s 74.3 • 120.0 • 110.0 • 47.6 66.6 95.2 42" 48" 108" 49.5 4.3 3 86.3 75.6 120.0 113.3 31.7 ' 27.8 45.7 40.0 63.5 55.6 T �'1 / 6182 NG PRODUCT In 5 •48•' 1 • 54" • • b 5'4r 115.1 •120.0 • 42.3 61.0 84.7 54' 38.5 67.2 100.7 24.7 35.6 49.4 1 f �qD� T--UU2.LON ' , 60" • • 8 608• 103.8 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 , I 3 ( \ _ 66' 54.0 94.2 120.0 34.6 49.9 69.3 66' 31.5 54.9 87.4 20.7 29.1 40.4 C1A2196 01A21N0 ,D of 3 \84 1 72" 49.5 88.3 120.0 31.7 45.7 63.5 72' 28.9 50.4 75.6 - 26.7 37.0 PRODUCT PRODUCT fl --- 1 CLODUC PRODUCT GRADING PRODUCT ��"„ ALL LOADS ARE EXT.(+)/INT.(-). IV -µCCAL �'�"' NOTE' 51 ANCHORS W2 MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 1 'AMMON LOCATIONS AT HEAD. SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS e o a s § EL S o £ FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH 1v1 + Ery. JAVAD AF97A0 (w) - 2 1 cn4Li. M. PE 70592 Approved as complyrn5 Avidu Om Ilmida Duild' C.• Dolea' % 1201 CAN. 35381. NOACl �� x`nY d awing no. M14-01 M10.041- i C14. l+ 3p 1 Di-, /// .` sheet 4 of 9 ) ,14 • • • TYt'KAL ANCHOR., 2 PER CUP (1 ON EACH WING) 1YPICAL ANCHORS I.PER ANCLE CONCRiTE\ OR ME ST• C •E FLOATING CLIP SNUG FIT INSIDE MULL #14SMS 1 /I4 SIAS 1-3/4" O.C. MIN. I 1-3/4" O.C. M114. 4 PER CLIP — I-4-1 2 PER ANGLE • •• • • • • • •• ANC&HORS TYPE 'A2' • • • •• •• •• • • • • • •••• 2 X 2 X 1/8" ALUM ANCLE •• • •••• • • • • • • • • • • • • • • TYPICAL ANCHORS • • • 4. PER CUP (2 ON EACH WING) 1•• • • ••• • TYPICAL ANCHORS_ 2 PER ANCLE ` � CGNCR�LTE M L STE Ly ►```,III�fI. OR - A' UC il4 SMS 1-3/4" O.C. MIN. 4 PER CLF ANCHORS TYPE `A4' FLOATING CLIP SNUG FIT INSIDE MULI. 114 SUS 1-3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approval as complying with the Florida Uoildi� Coy1• Mule a4 NOATI, 74. --�L Mlo mt Plylkroi.(:uN TYPICAL .ANCHORS; ANCHOR TYPES SUBSTRATE: MIN. EMBED. IAN. EDGE' DIST: 1/4" 'DM. ULTRACONS•BY 'FICO' (Fu -177. K51, Fy-155 K51) 10 40It 1-J/4' 2-1/2' 1/4' DIA SELF DRIWNG SCREWS (GRADE 5 CRS) METAL 1/8' 3/4' CONCRCTC - 1'c - 3000 PSI MIN. METAL - 1/8' MIN. TRK. STEEL Fy - 36 KSI MIN. 1/8" MIN. TRK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. ALL CLIPS ANO ANGLES TO FIT SMUG INTO TUBE MULUONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECIED WITH ALKAU-RESISTANT COATINGS, SUCH AS B1IUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: JAVAO AHMAD CMI. FLA PE 1 70592 5.8.11. 3538 MAY 13 2.014 fro U z t4i ALUMINUM TUBE MULLIONS o _1 m _J 1 O 1n i0p t1.I Th- p, IA N. «3;;; O o� i Z • 1` $ Zo 0 t .--1 � w0 drawing no. M14-01 sheet 5 of 9 Y • • • • • TYPICAL ANCHORS 3 PER ANGLE 114 SMS 1-3/4" 0.C. MIN. 8 PER CUP • •• • wlcni • ANCHORS TYPE 'A6' • • • • • •• • •• • • • •• • • • ••• • • • •••• • • •• • • • •••• • • • • •••• FLOATING CUP SNUG FIT INSIDE MULL U U ALUM ANGLE 114 SNS 1-3/4" O.C. MIN. 3 PER ANGLE STTU' E 2 X 2 X 1/8" ffc iu twoduUQ O�itYw Uulo 140A0. x4 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. E0G'E DIST. 1/4" DIA. ULTRACONS BY 'ELM' (Fu=177 651. Fy-155 KSI) CONCRETE I-3/4` 2-1/2" 1/4" ON. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/6" 3/4" CONCRETE a 1'c - 3000 PSI MIN. METAL I/8" MIN. 111K. STEEL Fy - 36 KSI MIN. 1/8" MIN. T14K. ALUMINUM (6063-15 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO RT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BIRIMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: JAVAD AHMAD CML FIA. PE / 70592 CAN. 3228 MAY 2 3 2014 0 i 3 ALUMINUM TUBE MULLIONS drawing no. M14-01 sheet 6 of 9 TYPICAI. ANCHORS 2 PER CLIP (I ON EACH WING) TYPICAL ANCHORS_ 1 PER ANGLE - L. (pr OBLOCK �f IL ,ORR I O Srr T 11914 11 11 1 1 I I I 1 I I I • •• • •• • • • •••• /14 SMS 1-3/4" O.C. MIN. 4 PER CUP • • • • • • • • ArICHOPS TYPE 'D2' •• •• • • FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 2 2 1/8" ALUM ANGLE 0 • • • • • • •• • • • • • •• 0•• • •• ••• •••• • • • • • • TYPICAL ANCHORS 4 PER CLP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANGLE `` `h F1RLfDST D BLOC\ 3/8" MIN. TYP. /I4 SMS 1-3/4" 0.C. MIN. 4 PER CLIP _FLOATING CLIP SNUG FR INSIDE MULL ANCHORS TYPE 'B4a' #14 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved w oolnplyfug M{lll gm Florida Uui)di g' 1yO rlonn_ N4 t e aluid 0111110 9 tTy -- TYPICAL ANCIIORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. INN. EDGE DIST. 1/4' DIA ULTRACONS BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) MASONRY WOOD 1-3/4" 2-1/2" 1-1/2" 1' WOOD = 2BY WOOD BUCKS 0R WOOD STRUCTURE S.C. a 0.55 MIN. MASONRY = 0-90 HOLLOW/FILLED BLOCK em - 2000 PSI MIN. IBY OR 2BY W000 BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 10 BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. Env.. JAVAD ANMD CML FIA PE 1 70592 CAN. 3518 t, P#' 2 3 20' 1`ruu m41"V z OE ga 6 0 di a re PI O8 o gEqlo O 3 Y g0 1 8 drawing no. M14-01 (sheet_7 of_9 �\ IYpYpII TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) • • • • _ • • • • 7{•- • • , • T • 4 • '•`• TYPICAL ••• ANCHORS TYPE `B4b' #14 SNS 1-3/4" 0.C. MIN. 0 PER CUP • a • •• • • • • • • •• • •••• • • •• • • • ••• • • •• • • • •••• • • • • TYPICAL ANCHORS 2 PER ANGLE 0p 9g FlLLED FLOC\ I R: RLOR OD ST'U FLOA11140 CUP SNUG FIT INSIDE MULL I/14 5M5 1-3/4" 0.C. MIN. 3 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Appnwed A4 401/44)498841h tbe Ploridn BOW 17818 NOM M(. 13 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fo-177 KSI, Fy-155 KSI) MASONRY 1-3/4" 2-1/2' WOOD 1-1/2' 1" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G.: 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK I'm = 2000 P51 MIN. MY OR 2BY WOOD BUCKS NOT LIT ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Ener; JAVAD AHIAAD CIVIL FIA AE 't 70592 CAN. 538 CMO 2 3 20 J z 0 o. 0 ft0 0 ' C <gg 002E 42 (r) to z 0 3 W D3 1- ALUMINUM 3 drawing no. M14-01 sheet 8 of 9 • • • • • • • • • • • • • • • • •• • • • •••• • • • • • •• • • • •••• •• • • • . • •• •••• • •• • • • • • • • • • • •• •• • • •••• • • • • •• • • • ••• • •••• • • •••• • • •• • • . • • J14 SMS SEC CHART FOR QUANTITIES -TUBE MULLION 114 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES I.UY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE —TUBE MULLION /14 FH 5M5 -1-1/2" 0.C. 11114. SEE CHART FOR QUANTITIES THIS SCREW CAN DE INSTALLED IN EITHER DIRECTION a . '14 FH SMS 2 PER CLIP 1" 0.C. MIN. 1-3/4' X 2' X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (181 TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL it METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. s MIN. EDGE DIST. 188. CL TO CL SPACING ALUMINUM 5/8" 1/2' ANCHOR NO. OF CHART SCREWS IPPmlmd es complying 11111110 Florins 8 . d' Uu1e INOA ...° 6 N . 1 1 MT48.4 �t cls 14/'-•- Engr: JAVAO AHMAD CML 114. PE 870592 CAN. 3538 @i M 3 2014 Z g0 O 00 CC OG X(0y2 1 ttaeg a. 15 ALUMINUM TUBE MULLIONS c 8 u z 0 3 s L) -J 1. to � W i y m QOM 0 -j j1 ZLLm Zo Q'8 la o �w Wow 0 0 0 u 0 0 0 c drawing no. M14-01 sheet 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 ERProduct 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_HurricaneZone. [DEscR.WTI0N: Series "Eco -Guard 560" Aluminum Project Out Window —L.M.I. APPROVAL DOCUMENT: Drawing No. WI1108,titled"5-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA .trall• by prejvided to the .user by the manufacturer or its distributors and shall be available for inspection at the4abs?t$ 4 tie7gquos1 of the Building Official. This NOA revises and renews NOA No. 13-tIZ06.06'and.Consists:of thiepage 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed 14,M1d bel POITz;P:E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.minmidade.gov/economy MIAMI•DADE COUNTY APPROVED • • • • .• • • •. • • . • •• .•. . • .• • 6rnopp • . . • •. • • ..• • • • • •• .. . • • • . • . • . . . • • ... ••• • • . • • • . .• • NQA No. 15,0406.09 Expiration Date: May 26, 2021 Approval Date: July -04,2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.05) 2. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/24/11, 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 56 Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. •••..••• • •• • • • • . • • • • • • •• ••• •. • • ••. • .•• •• . • . •. . • • • • • • •• • • •• • • • •• ••. •• • • •• • Manuel z, P. E. ••• :••• Product Contr]'aminer • • • • • • NOA No. -0406.09 "' Expiration Date: May 26, 2021 Approval Date: July 02, 2015 • •• -1. • • • ••• • • • ,•. • • • • • • • • • . •.• •. •• . • .. •. .. •• ••. . . L' Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying withBC-5th Edition (2014) and of no financial interest, dated March 17, 2015, issued by AfFarooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-M50 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.05) G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems, LLC for their Series "Eco -Guard 560" Aluminum Projected Out Window — L.M.I., approved on 05/02/13 and expiring on 05/26/16. • •• ••• • • • • • •• • • • • • • •• ••• •• • e4g,2 • • • • • • • • MInue r , P. E. • • • • O. • Product Con rol E aminer •• •• • ••• • • `. •• • • • • NOA No. 5-0406.09 .•• • •• • ••1: " ` Expiration Date: May 26, 2021 Approval Date: July 02, 2015 • • • •• • •• •• •• • . •• • ¥-1• •• • • . • • • •••• • • • • •• • • • • • ••• .•. ••• • • • • ••• .• • • ••• • • FALSE MUN,iNS '(SURFMAY ©AEPP13509 T M WOW. WIDTH WOW. HEIGHT 19-1/8' 53-1/8" _2E1- I/2= 32" 53-1/8" 37" 53-1/8" 42" 48" 48-3/4" 40-7/8" 53-1/8" 37" A MAXIMUM DESIGN LOAD 'RATING - + 70:0' PSE ,(FOR SIZES SHOWS ADO* •R 5(121W4) - 70.0 PSF.I • • 1 e •... •••• • •• e•• • • • • ▪ CLASS•CAPACITIEG 4361•17141S SHEET ARE • e :BA,SED•ON ASTM 6E1300'109 (3SEC. GUSTS) q[V D FLORIDA BUILpING COMMIS Q(J• • • • JLECLARATORY STATEMENT DCA05-DEC-219 • •• •• •• •TeliE4 (WINDOWS ASF BATED FOR LAM• B* ! 'SMALL MISSILE IMPACT. • SNORTERS ARE NOT REQUIRED. •• • •••• • e ECO-6�IItRD •WIP9-560 • • • • • • i NUM PROJECT -OUT •WI#kD DIN 64P81J3 A1. APPLIES TO LTIIIGLE UNITS•OReSEDO 6Y SIDE SOMBINATIONS OF•PRSJECTLeD/PROJECTED OR PROJECTED WITH OTHER TYPES IN dUL& OF TWO 3)11 J E•WIN0QWS USING • I 4)E COUNTYQPRBOVED MULLICoIS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENIte St -TEM. 53 1/8 — WINDOW WID�tI- 51 1/8" VENT WIDTH 45 1/2" --57175k, __—i 1– _- _4 / \ 1/ \I l (5 / , 1 \ -/ -- / ` = / / \ '5 _ �z� u 3/4" -F+ HEAD MAX, SILL —TYPICAL -ELEVATION 7" MAX. ._ HEAD/S0 L CORNERS 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FAMZ). WOOD RUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS. SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONL . ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. Y o: 1.12, LLI 1/6" HEAT STREN'D. WLASS 090" IMerloyer DuPont Bulacile PSI+ I,By '4l,1,r ay 'America, Int.' II 11/8' HEAT STREN'0. GLAr.' I _SILICONE DOW CORNING 899 GLASS TYPE: AT 1/4 POINT ON LIIES WIDER THAN 38' ONLY LOCKING POINTS SEE CHART WOW. HEIGHT N0. OF KEEPERS CPTO AT 5A^hl 3 38-3/B" 50-5/8" 4 53-1/9" 4 1/8" TEMP. CLASS 15 -3 0 37" WINDOW WIDTH 35' VENT WIDTH 28 3/8" O2 O.L. OPC. 4 3/8' AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer DuPont Butacite PVB By Kuroroy Americo. Inc.' 1/8" HEAT STREN'D. CLASS z SILICONE DOW CORNING 899 GLAZING -OPTIONS AT /4 POINTS ALL SIZES GLASS TYPE 'AA' 12 1/2' MAX. HEAD SILL TYPICAL ELEVATION PRODUCT REVISED as complying with the F11wlde Building Code AcceptenceNQ Expiration Dne s mw 8 01 6" MAX. HEAD/SILL CORNERS SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. CLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr: JAYAO AHMAD CML FLA. PE / 70592 CAN. 35 lU/11 2 3 2015 19 F Csr g 0 5 0 z 0 rn 3 V 0 0 c 6 5 5 B 2 1 72. co i drowing no. W11-08 Cheet 1 of 6 ) EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 181 -WOQJ BUCK, 0 • • • • • (4 • • • 0•• W •�.. • t••; • • ••I • • .• •••• •• • • • • • •• • • •• • -•___I ••• • •••• • • • 4 3 EOCISi. ,AL'1, 4 v: • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL ! rr T1 STRUCTURE 11 MIAMI-DAOE COUNTY APPROVE() i j I MULUON & MULLION ANCHORS I SEE SEPARATE NOA 11 EDGE I1 DIST. �' 1 1 •I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE. BUILDING STRUCTURE. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING A TYPICAL ANCHORS: SEE ELEV, FON Sr'ACING 1/4" DIA.' ULTRACON ,BY 'ELCO''(rw177 KSI, Fy-155'NSI) INTO 213Y WOOD DUCKS OR WOOD STRUCTURES 1 -1/2"',MIN. PENETRATION'INTO WOOD ,(MEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4"'MIN. EMBED 'NTD CONCRETE (HEAD/SILL) 1-1/4"+MIN. EMBED INTO CONC. OR MASONRY ,(JAMBS) DIRECILY INTO CONC. OR MASONRY 1 -1/4":MIN. ''MHi'D INTO CONCRETE (HEAD/SI,.1.) 1-1/4"'MIN. EMBED Ni0 CONC Olt MASONRY (JAMBS) •14 SMS OR SELF DRI IN • REWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) /12 SMS OR SELF DRIII INC SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) !TYPICAL EDGE DISTANCE tINTO.SOr1 2ETC AND_MASONRY 2.71L?" INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS 5G - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 P51 MIN. ° • PRODUCFRBVISRD ° ° u complyfn; with the Morld• SEE ELEV CHORS • 013 In w 5=�O /- D FOR SPACING R..... Delo LWt4 £ 21. ceNo "17 rl ado Product 0 vog By Kan Eng.: JAVAD AHMAD C L FLAP 70592 C.A. . 538 0. 0 1- a. 0 4 0 5 6 14 4 rc 6 a U • drawing no. W11-08 (sheet 2 of BJ 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 80 1/4' MAX SHIMS 'woo 10 / D BUCK Nr - SCREEN OPT TYPICAL ANCHORS -SEE ELEV. FOR SPACIMI: METAL STRUCTURE EXTERIOR D.L. OPG. VENT MOTH WINDOW W1OTH • •• • • • • •••• • •• • • • •• • • •• • • • MUMI—DADE COUNTY • • APPROVED MULLION SEE SEPARATE NOA • • • • • • • • • •• • • • •••• •• • • • • • • • • • •• • • • ••• • •••• • • •••• TYPICAL ANCHORS SEE ELEV. FOR SPACING — t 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING .UDUCI' REVISED i omplying wishthe Plaid& .luilditlg Code As _ 040 0 Acapt&nce No �1 �+-1 O / Expl UonD&tC C&i �zNd�1 Mi o Pr «Control Engr: JAVAD AHMAD CML FIA. PE 70592 C.T.N. Jg w 0 O. 0 U A 0 w N J J W � -w A to co F rp r7 N 0 a"' v, 3�� o* V a u O it8 to 0 v c sheet 3 of 6j EDGE DIST. TYPICAL ANCHORS OLE ELEV. FOR SPACING ALT. • • • • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • • • • SEE ELlicit, SJNG • •••• • • •••• • •• • • • •••• •• • • • • • •• •• •• • • •••• • • •••• • EDGE 01ST. EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING Fr I, 1 MIAMI—DADE COUNTY APPROVED 1 11 MULLION do MULLION ANCHORS t l 1� SEE SEPARATE NOA 1 11 11 11 11 j I Ii EDGE 111 DIST. LL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS - 5EE ELEV. FOR SPACING n ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Plodd. Accep Building Cock —OA O O/_ "O7 Ex'Iuoice No on Dote Axrr • 24,2d. GI By o Product nt10 Engr•. JAVAO AHMAD CML FLA PE 53670592 CA. N 29 2015 v 9 9 a Y w 0 a drawing no. W11-08 C9heel 4 of 6 f 2.750 .500 1.330 -"-.062 .078 1.893 2.821 FRAME HEAD/SILL/JAMB 2.094 .719 • • • •• ..5% • •••• VENT • • •• • • • • • • • • • • • • • • • 519 .803 i• • at 1.S4j; • • • • •• •• t • •••• • • •••• GLAZING BEAR (LAM. GLASS) • 0 FLUSH FRAME ADAPTER •• • • •• • • • 14-M130• •• •• • • • • .DD3 I •445 • • ` L1.172_1I O GLAZING BEAD (INSUL. LAM. GLASS) P 1.750 .493 1 .493 CORNER KEY } .760 I-- .245 ` +V .720 F- .245 SNUBBER - VENT .7}880 +-.120 SNUBBER - FRAME !7811 PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 (501 4 FRAME HEAD/SILL/JAMO 6063-16 - 2 E502 4 VENT 6003-76 - 3 FY108 I AS 8E00. GLAZING BEAD (LAM. GLASS) 6063 -TO - 3A E505 AS 6E00. 0142140 BEAD (INSUL. LAM. GLASS) 6063-T6 - 4 (508 AS 6E00. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS 12E00. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T6 - 7 /10 X 1-1/4"1 AS 6E00. FRAME MID VENT ASSEMBLY SCREWS - H WS SMS 8 E203 A5 READ. BLAB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAO 9 8203 AS REOD. CLA2ING BEAD BULB, DUROMETER 65 SANTOPRENE 01364(48 10 35.12.00.400 2/ VENT 4 BAR HINGES ST. STEEL TRUTH, INSTALLED WITH (2) /10 X 5/8" SOS II 13096.92 1 IJUI.TI POINT LOCK SYSTEM - TRUTH 12 31964.92 AS RE00. KEEPER STEEL 1RUT1I 13 52.13.012 I/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH, AT 11" FROM ENOS 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 75 FY120 A5 REOD. FLUSH FRAME ADAPTER 6063-16 OPTIONAL 16 - 2 ANTI SAG SKATE. AT 4-1/2' FROM EACH END NYLON 04M PLASTICS 17 /10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS - - 18 /8 X 3/4" A5 RE00. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' 0.C. 19 - A5 6E00. SETTING BLOCK 3/16" X 3/4' X 4' LONG EPDM DUROMETER 80+5 SHORE A 20 F1.13-50 _ - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 21 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT EACH JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X'5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP CORNERS FASTENED WITH (3) #10 X 5/8".P PH SELF DRILLING SCREWS OPERATOR; SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) 110 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI -SAG SKATES: NYLON ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS EACH FASTENED WITH (2) #10 X 1-1/4" P FH SOS. PRODUCT UMBEL . as complying 1 the FIMTW6 Building CodR /- . "4 Accapttmco No .7 Italia. Data .Wt '4i 6atit 'To LICo 1074 06. 2�021 By Engr: JAVAD NiMAD CML FLA. PE / 70592 C.A.N. 3538 JU 32015 4.Qs 17 a 3 R c Ai t drawing no. W11-08 (sheet 5 of 6 ) • t• • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • ••• • •• • •••• • • • • • • • • •• •••• • • • • •• • • • • • ••• • • •• • • • • •••• • • • • •••• VENT CORNER PRODUCT REVISED a. complying with the Floral& Building Cede i1 G' • OA E •Rail eye •Zlr/ 202 _ egide PC G( Enyr. JAVAD MMAO CML FLA. PE 592 CA.N. 32015 0. 3 U c 0 1O O n U o J cnN LJ WV1 - W I—C7 81 O 0M n Z_ 3� 0 U7:2 w G 0 v w -o 0 ri drawing no. W11-08 sheet 6 of j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Vetocity_Hurricane Zone. DESCRIPTION: Series "Eco=Guard 500" Outswing Aluminum Casement Window MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315.2599 www.miamid ade.govieconory APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NM S11411:b4 lyeyileclt t4•tslie user by the manufacturer or its distributors and shall be available for inspection atfherjob CtEtattiht t'bquest of the Building Official. ......• • This NOA revises and renews NOA No. T3-0206.07°And tonSists of this page 1 and evidence pages E.1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed bIytS�Ianuull'd't', P. J. . . •. •. . . . .. . . MIAMI-DADE COUNTY APPROVED k..--//1/1;3 . • •• 6�p,�/10 .5y • • i i . • .•• • •. . . . . • . • . • • • . . . ... . • • . . . • • . . •• • . .. .. • NOA No. 15.9.406,10 Expiration Date: May 19, 2021 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 2411 3.2.1, 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 Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. • • • .. . .. • ... .. . .. • .. ... .. . .. .. • ...• .• . • • • .• .• • • • • . • . . . • • . . .. • . . • • . .. . . .. . • . • . . .. . .. . ... . ... •-2 . •... . . •. • • . ... • • • • .. .. . • . .. .. ... . .• .... . • Product rez, P. E. Examiner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC75t" Edition (201,4),; nd 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. 11-0309.06) 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. • .. ... . • • • . •. • • • • . . • • 000 • . • • • • . • ... • ... . •• • • •• . ▪ • • •• •• •• •• • . . • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • ••• • ... . • . • •.• . •• •• R -Z•• • . • • •. . • •. . •. •• . • • • •• .. •• • • • ••. ... . • • ..• • • Manuel P e , . E. Product Contro Ex lner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 IS ••• ECQ=GLIARL _SERIES=100 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. FOR MARK 7: TESTED AREA: (37 X 76)/144 = 19.53 SOFT DESIGN AREA: (41 X 63)/144 = 17.94 SOFT TESTED AREA > DESIGN AREA THEREFORE DESIGN AREA IS OK PENDING BUILDING OFFICAL OF JURISDICTION APPROVAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. AIL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. • •• • • • ��EE WINOOWS•A1QC RATED FOR ° ARG L• !SMALL MISSILE IMPACT. SHL1 ERS ARE NOT REWIRED. •• • • • • • • • • •• • • • •••• •• • • • • • •• • • • • • •• •• • • •••• • • •••• 1/8" TEMP. GLASS •• • 40._• • . . •,...,,,.•,.• •.• •.•.• • 3/8" MR SPACE • • -1/tTMOAT 4119E11'0. GLANS • • 1/8" HEAT STREW!). CLASS • • • • •0.0/ •derlayer • 090' Interloyer ( -4:IuPo,t. 8utocite+.4V8 DuPont Butocite PVB .63. IfRcroyr;Americo..Ino.' By 'Kuroray Americo, Inc.' •1/8" HEAT STREN O GLASS 1/8' HEAT STREN'D. CLASS MAXIMUM . DESIGN LOAD RATING — + 70.0 PSF( (FOR SIZES SHOWN OR SMALLER) — 75.0'.PSF1 FALSE MUNTINS '(SURFACE. APPLIED) MAY SE USED 37 �/VIINDow WIDTH 35" VENT WIDT11 29 3/8" D.l. OPG A 2 T lo 3 I / rn t, 0 U U 2 12" .4 MAX. 7" 7' MAA.HEAD HEAO SIU SILL CORNERS 6 POINT LOCK LOCKING POINTS 'SEE CHART, SILICONE. DOW,CORNINC 899 RIA TYPE 'A' SILICONE DOW CORNING 899 GLASS TYPE 'AA' GLAZING OPTION$ rw N� AT /4 POINTS ALL SIZES SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS TYPICAL El EVATIOJN 3/16" HEAT STREN'0. CLASS .090" Interloyer DuPont Butocite PVB By 'Kuroray Americo, Inc: PRODUCT RIMMED ee complying with the Florida Building Code �, Acceptance No -3/16' HEAT STREN'D. CLASS • Batton Date 1=1/�e r gide ProtlrtCome SILICONE DOW CORNING 899 3 GLASS TYPE 'B' BY NO GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 129. HE TR UPTO 28' 38 3 8" 50=5 N0. OK KEEPERS AT SASH o6. -lo 7/Loz2 Engr: JAAD AHMAO CIVIL FLA. PE / 70592 CAN. 1 3538 2 3 2015 J 5 3T J J • m 1- � o til 5 W 8 • 1Y O''') • Z 3z R o W cn7 1 ��Rno3 Q o WeE Y W iath 72. a Vl E 0< m u o W V drawing no. W11-05 sheet 1 of 6 FDGF Di IT. TYPICAL ANCHORS SEE EI EV. FOR SPACIND • • • • •••••.k • GI CI • .•6••4 11••1•• • , 44 • / n 1 iD ��I 2 ( 0 i• • • 1• • •• •• •0 A'a •• • ••, •• • • •I • •• • ••• • ••••' • .J •••• V 1 CB) •. •• • M 1-r• !• • •}3 a • P 000 1 ••• • '1 • • • fl I EOCE DIST_ TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY • WOOD OUCK A 1 METAL. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING I1 MIAMI-DADE COUNTY APPROVED 1I 11 MULLION & MULLION ANCHORS 1 j 11 SEE SEPARATE NOA KEDGE1 DIST. 4 I 11 _' J 11 (W000 BUCKS AND METAL STRUCTURE NOT BY ECO WDW. (MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. 14INCAL ANCIIO SEE ELEV. FOR SPACING . PRODUCT REVISED ss cemplyiog with On Florida RS ' Building CodeAcceptance N �I�1 40 EYpi Date��/L:/F6• By Ji,, Hund r ado Product C :10 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING C1 /4" DIA. ULTRACON BY 'EI CO' (10,77 051, Fy -155 Ks0 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-.1/2" MIN. PENETRAPON INTO WOOD .(HEAD/SL.I./JAMBS) THRU 18Y BUCKS INTO CONC. 'OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1 -1/4" MIN EMBED INTO CONC. OR MASONRY (JAMBS) DIREC'LY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I-1/4' MIN EMBED INTO CONC. OR MASONRY (JAMBS) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" 1HK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SEI F DRII I INC SC.RFWC (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) F•TYPICAI EDGE OISTANI'F UNTO CONCRETE AND MASON, Y - 2-1/2" MIN. INTO`WOOD STRUCTURE' " 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/flLLEO NORMAL WEIGHT CMU AT JAMBS I'm 2000 PSI MIN. Enyr: JAVAD NIMAO CIVIL FLA @@E # 70592 CJ N. 3538 3 3 it15 13 2 2 8 0 drawing no. W11-05 (sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING NEPAL STRUCTURE • EXTERIOR 0.L. OPG. VENT W10TH WIP DOW WIDTH • • • • • • • • • • • • • • • • • • • • • • • a • • • • • • •• • • • •••• •• • • • • • •• • • • •• • • • • • • •••• • • •••• • • •••• • • • • • 1/4' UA%. SHIMS - 1RY W000 DUCK TYPICAL ANG TORS SEE LLEV. FOR SPACING • •• •• • • •••• • • •••• I i-••• 'MAW -DADE COUNTY APPROVED MUWON SEE SEPARATE NOA T1 TYPICAL ANCHONS SEE [LEV. FOR `ACNO 1 WINDOW WIDTH WINDOW WIDTH PRODUCT REVISED as cowply IngwathsRaft D.4`,2g CDdo L6 _0406.dp ux badonDate q--firaf floe/ I. MA r le Pro•act Co 1. Engn JAVAO AHMAD CML FLA. PEI 70592 C.AN. 353s 23201+ TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 1 8 -J • m W • n VI Ekj c0 1n� OO' O j, Z Zr O O �w W rn� ihFR 41,3ofig° 0 a .2.212. moo a 5 drawing no. W11-05 sheet 3 of 6 IYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • •• • • • •••• •• • • • • • •• • • • ••• • •• • •• ••• • •••• • • TYAIIIL•APICHORS SEE ELEV. FOR SPACING •• •• • • •••• • • •••• • ••• • • • •• • EDGE DIST. EDGE GIST, METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING r 1 MIAMI—DARE COUNIY APPROVED t MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE GIST. L� T-1 TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4" MAX SHIMS TYPICAL ANCHORS ' SEE ELEV. FOR SPACING . • 0 4 ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED 8 complying with the Florida Bundles Code —�O Lo Q /� Acoeptenco No plratloo Delo , /-1,C — lee, al. By .l/,i,. �.! int Con Engem JAVAD M4Ai%D CIwL M. PE / 70592 C.A.R. 3538 IIIN 23 2015 z 0 42 0 te0 g OW ^ CC 0 Oaa2 O4mrc ,o(myy<- 4Weif o -J i M Lil F- V, w 8 ,„,r o o O Z � E o Id7E) 2 V 0 COMP -AVL ro N 0 a 8 71. s k drawing no. W1 1-05 sheet 4 of 6 L 2.750 O FRAME HEAD/SILL/JAMB 2.686 15 FLUSH FRAME ADAPTER •••• • 519 • • • .803 • I I .045 • I •• • •1.047• • ••• •• • •• • ©IGNAZBJG BEAD 4506- LAM. GLAZSS : • • •••• • • ••• • •••• T______ _ .803 II 0 5 1.172 Q GLAZING BEAD (INSUL. LAM. GLASS) 14 CORNER KEY -.245 .780 .120 I II� I— 1.256 e SNUBBER — FRAME 3B GLAZING BEAD (7/16" LAM. GLASS) SNUBBER — VENT ITEM PART 1 QUANTITY DESCRIPTION MATERIAL YANK./9UPPLIF,K/BEMARXR 1 1501 4 FRAME HEAD/SILL/JAMB 6063-16 - 2 1502 4 VENT 6063-T6 - 3 FY108 AS REGD. GLAZING BEAD (5/16' LAM. CUSS) 6063-16 - 3A 1505 A5 RECO. GLAZING BUD (NSUL. LAM. GLASS) 6063-T6 - 3B FY109 AS RECD. GLAZING BEAD (7/16' LAM. GLASS) 6063-76 - 4 1500 AS RE00. SNUBBER - VENT, FULL LENGTH 6063-08 - 4A E509 AS REGD. SNUBBER - FRAME, FULL LENGTH 6083-T6 - 5 1505 OPTIONAL SCREEN FRAME 6083-45 - 7 110 X 1-1/4". AS READ. FRAME AND VENT ASSEMBLY SCREWS - M WH 5M5 8 E203 A5 REGD. BULB WEATHERSTRIPPNG, OUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 A5 REGD. GLAZING BEAD BULB, DUROIAETER 05 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HIN01. AT TOP AND 13010{4 STEEL TRI/TH, INSTALLED WITH (2) 110 X 5/8' SOS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - I/ VFW ROTO OPERATOR 2AMAK/01L. TRU111 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY 5T. STEEL - 15 FY120 AS REGD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 16 - 3 MITI SAG SKATE NYLON NAM MASTICS 17 110 x 1-1/4' 2/ SKATE 1N SDS SKATE SCREWS - - 16 10 X 3/4' AS RECD. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' 0.C. 19 - 2/ 111E SETTING BLOCK. 3/16' X 3/4' X 4' LONG EPOM DUROMETER 8045 SHORE A 20 FLO-50 - CLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 21 - - I1<51 .. CUSS EOCE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM 1113096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" 0.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS ,#31964.92 AT VENT EACH FASTENED WITH (2) #10 X;5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES; 4 BAR ST/ST IIINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) 1110 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1' P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) 1110 X 1" P PH SMS ANTI—SAG SKATES: VINYL ANTI—SAG SKATES DY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) (!10 X 1-1/4" P FH SDS. PRODUCTRBVINBD m compl06 �yhg whh the Flarida ,/ Bonding Code s_o140 Accept•W4No 6 ,iritl. Dec i 'y�G�Li /zez By AJ//r ' %!1i' Miami tade Product n rd. Engn JAVAD *MAO CIVIL FLA PE 170592 , A.N. 3538 JUN J2U15 0 w 140 3 8 0 fAlh 0 v E 72. a co 5 it 5 drawing no. W11-05 (sheet 5 of 6 « • • • • • • • • • • • ••••• • • • • •• • • • •••• • •• • • • • • • • • • • • • • • •• • • • •••• •• • • • • • •• • • •• • • • ••• • •• •• • • •••• • • •••• • • •• • • • • • VENT CORNER PRODUCTREVISRD as complying vvilh (ho Fiolido 0 Building Code �_/'�6 /1 O Acceptance No Q Wm.L Ion D is --fit' tZ0VZ1 By JAL._,&"' Miami *:, PioduclC FRAME CORNER Emn JAVAD »IMAO CML RA. PE 70592 C.A.N. 38 JU {la2OI5 a 8 8 B 0 c ED s 0 drawing -1;3T' W1 1-05 Lheet g of 6