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WS-18-625 Inspection Worksheet Miami Shores Village 10050 NX.2nd Avenue Miami Stores,FL Phone. 306)706-2204 Fac:(305)75"912 Inspection Number: INSP-2990$3 PermitNu ber. WS-3-18-625' i Scheduled,Inspection,Date: March 13,2018 Permit Type:WindowstShutters Inspector: orj 43A\IO Inspection Type: Final I Owner: GONZALEZ,XIMENA Work Classification:Window/Door Replacement Job Address:680 NE+33 Street j Miami Shores,EL Phone Number (786)488-0828 Parcel Dumber 1132060141520 Project: <NONE> Contractor. HOMEOWNER Building Department Comments INDOWS REPLACEMENT AND DOORS, rrrtract� gassed Comments 15 OPENING IN TOTAL ItNSFBM-011e COMMENTS False Inspector Comments P Passed Failed Correction Needed ate-Inspection Fee No Additional Inspections can be scheduled until raoinspecftoii'fee is patrt. k 1 1 E' Match 12,2018 For Inspections please call:(305)702-4949 Page 28�of` ' Miami Shores Village tt Permit Type:WindowSIShutterS 1onoom.E.2nd Avenue mE Pen Vrk Classification:Window/Door Replacern Miami Shores, FL 33138-0000 Permit Status:APPROVED Phone: (305)795-220* - Issue Date:311212018 [ Expiration: 09/08/201'8 Project Address Parcel Number Applicant 660 NE 93 Street 1132060141520 Miami Shores, FL Block: Lot: i I Owner Information Address Phone Cell XIMENA GO.NZALEZ 660 NE 93 Street (786)488-0828 MIAMI SHORES FL 33138- GGDNEs3Street ` MIAMI SHORES FL3Di38' / Contractor(s) Phone Cell Phone Valuation: $ 10,600.00 HOME OWNER Total Sq Feet: 0 Type of Work:WINDOWS REPLACEMENT AND DOORS. Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final S canning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Arnt Due �CF $0.00 Invoice# WS-3-18-66745 DBPR Fee $0.00 03/12/2018 Credit Card $ 133.00 $0.00 DCA Fee $0.00 Education Surcharge $0.00 �otary Fee $5.00 Permit Fee $125.00 Scanning Fee $3.00 �echnology Fee $000 Total: $133.00 In co4ideXtionof the issuanc'e' to me of this permit, I agree to perform the work covered hereunder in compliance with all'ordinances and regulations pertaijing thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authoritieslof 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. Ovvwsn8 AFFIDAVIT:- | certify that all the foregoing information is accurate and that all work will be done in compliance who all applicable |uwo regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. � | ' March 12. 2010 Authorized Signature:Owner / app|umm / Contractor / Agent Date Bu^—Ud^—'g Department Copy ^ March 12, 2018 1 i F 4 r t i I f Miami Shores Village RECEIV ED L MAR OQ.20te Building Department . 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)7S6-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 i F�1BCC 20"(0 Z-5 BUILDING Master Permit No. � S 11 —l(J� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL F-IPLUMBING .MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: b ^ V n � qa yt City: Miami'Shores County: Miami Dade -_Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO ( Occupancy Type: Load: Construction Type: Flood Zone: BFE: �Q (�`FFFFE:: OWNER: Name(Fee Simple Titleholder): NX\ 1`L-1 k (043 Phone#: �f1 � TU Cl 'HZ_ ° Address: bb © 1 City: ymc wsl'\� flzl State:" Zip: 3z I S 8 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: lJ w` Phone#: Address: City: State: Zip: Qualifier Name: Phone#: i , State Certification or Registration#: Certificate of Competency#: . - DESIGNER:Architect/Engineer: Phone#: d r Address: ffa� Int City: State: Zip:. Value of Work for this Permit:$ 'y.�``V� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition 1 -Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ 4 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) t i I I Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) i 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." - . h Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$25001, the'dpplicant 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 cornmencement'mustrbe posted at the job site for the first inspect'on which occurs seven (7) days after the building permit is issued. In the absence'of such posted notice, the r inspection wit e approved and a reinspection fee will be charged. r Signature i Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before rne this The foregoing instrument was acknowledged before me this dayof V�Y \ 20 ,by day of 20 , by Cn-,1(7 _-.1-g40-c jtisonally known to who is personally known to me or who has produced 4:� 11 C Qen'S& as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: { Sigr Sign: ' Print: '_„ ;+.- MY COMMISSION 044 Print ,'s; F,.,••' mber2,2020 Seal: ",,,b• B Z'T'b"'N°fary public Underwr;ters Seal: 1 APPROVED BY / !� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) l s�os Miami Shores Village Building Department 10050 N.E.2nd Avenue Riop► Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 ' � O ER B ILDER DISCLOSURE STATEMENT NAME: ADDRESS: DQC; - I -3 &T Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It.may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed personas a contractor.It is your responsibility to make sure the people-employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that 1,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understandthat building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial j 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits ontracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial r building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or le which violates the exemption. Initial w 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the constructio + Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and Munty or municipal ordinance. r Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial v 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employe I understand that my failure to follow these may subject to serious financial risk, Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,'ordinances,building codes, and zoning regulation . Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I ma contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index html Initial _�k V, 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 93 C3 1moali 33 UP Initial v 12. 1 agree to'notify Miami Shores Village immediately of any additions,deletions,or changes to any of th inf rmation that I have provided on this disclosure. Initial , Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 ,BY �\ who was personally known tome or who has V D � � -o roduced t er icens or - is identification. z N - I � go� 3 ;o OWNER NOTARY , American Land Title Association ALTA Settlement Statement-Combined i Adopted 05-01-2015 Fite No./Escrow No.: 17-02-01 Print Date&Time: 3/9/2017 3:16:55 PM Officer/Escrow Officer: Thomas L.Harris,P.A. Settlement Location: 9500 S.Dadeland Blvd.,#600 Miami,FL 33156 Property Address: 660 NE 93 Street Miami Shores,FL 33138 Buyer: Ximena Gonzalez and Alejandro Gonzalez Campos 1 Seller: Jose Bailez,Trustee and Andres Bailez,Trustee I Lender- Regions Bank d/b/a Regions Mtg Settlement Date: 3/15/2017 Disbursement Date: 3/15/2017 Additional dates per state requirements: Seller Description Borrower Bu er Debit Credit Debit Credit Financial Sales Price of Property 445.000.00 Deposit including earnest money 23.000.00 Loan Amount 400.500.00 445.000.00 Purchase Price Prorations/Adjustments Non Adv(gabage/Recy1/Swater)from 3/15/2017 to 12/31/2017 600.42 356.96 County'faxL-s from 1/1/2017 to 3/15/2017 356.96 600.42 Non Adv(gabage/Recyl/Swater)from 3/15/2017 to 12/31/2017 Loan Charges to Regions Bank d/b/a Regions Mtg 0.25%of Loan Amount(Points)to Regions Bank d/b/a Regions 1.001.25 F, Mtg Loan Admin Pec to Regions[lank d/b/a Regions Mtg 1,170.00 Prepaid I lomc Insurance Premium for 12 months to Florida 1.177.00 family Prepaid Interest(S48.01 per day from 3/15/2017 to 4/12017) 816.17 Note: POC 8:Paid Outside Closing by the Borrower/Buyer. POC 5:Paid Outside Closing by the Seller. PSO:Paid by Other. Copyright 2015 American Land Title Association. Page 1 of 3 File 017-02.01 All tights reserved. Printed on(3/9/2017)at(3:16 PM) i . I Other Loan Charges Appraisal Fee(POC B$425.00)to Leonardo A.Velez Credit Report Fee to Equifax 22.45 Flood Determination Fee to Corelogic 7.50 Tax Svc Fee to 1st Amer Tax Svc 76.00 C Impounds Homeowner's Insurance to Regions Bank d/b/a Regions Mtg 294.27 Property"faxes to Regions Bank d/b/a Regions Mig 1,521.94 Aggregate Adjustment(entered as negative amount)to Regions -784.76 Bank d/b/a Regions Mt Title Charges&Escrow/Settlement Charges Title—Closing Agent Fee to TLH PA 800.00 Title—Lender's Title Insurance to ORNTIClrmi IIA 2,077.50 Title—Lender's Title Endorsements to ORNTICfrl.l l PA 232.75 200.00 Municipal Lien Sch to CMR Express 150.00 "Title Update to ATFS LLC Survey Fee to E Beltran and Assoc 450.00 "Title—Owner's Title Insurance(optional)to ORNTICfrLII PA 272.25 Commission 13,350.00 Real Estate Commission to Keller Williams Realty 13,350.00 Real Estate Commission to New Capital Realty Government Recording and Transfer Charges Govt recording charges 190.00 2.670.00 Transfer Taxes to Clerk of Court Int Tax Note to Clerk of Court 801.00 Doc Stamps Mtg to Clerk of Court 1,401.75 27.00 Recording Fee Cert of Trust to Clerk of Court 37.00 Rec Fee(2 DR 312)to Clerk of Coup 37.00 Recording Fee(2 DC)to Clerk of Court 18.50 Recording Fee Affidavit to Clerk of Court Payoff(s) Note: POC B:Paid Outside Closing by the Borrower/Buyer, POC 5:Paid Outside Closing by the Wlet, PBO:Paid by Other. Copyright 2015 American Land Title Association. Page 2 of 3 File#17.02.01 All rights reserved. Printed on(3/9/2017)at(3:16 PM) i 4 1 Miscellaneous Real Estate Trans Fee to New Capital Realty 295.00 Mail A%%av Overnight 1'4e to 1`c cicz�"1 LI I f'f1 77.00 60.0() Seller Alt fees Ski and Cost S25 to C"hrislt?plier 11.Kellet IIA 2+'it)ol Kcal f_state'I`rtnsaction Fee to KellerWilliams Kutlty Seller 1 } Borrower/Swyer Debit CreditDebit' 3 Credit 31,035.46 445,610.42 Subtotals 457,499.49 t423,856.96 _ Due From/To Borrower 0.00 33,642.53 �� 14,504.96 0.00 Due From/To Seller 4,15,600.421 445,600.42 Totals 457,499.49 457,499.49 Acknowledgement { WC,/l have carefully reviewed the ALTA Settlement Statement and find it to be a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction and further certify that I have received a copy of the ALTA Settlement Staterriont, etre/1 authorize to cause the funds to be disbursed in accordance with this statement. .. .,. _.. .. ...�. 1.%'N'e � vu..u4 u4x.t,.i�. , k:..a✓l��' ::.�.1 .. .{i•� .,�.��0:4�>.,. ..`.:4t t,.a ..t?7 e.E. ,..,,....L.f.: .J.=1 1 Escrow Officer t Note, P017 tt:Paid C1utsldV.Ctosingby the Burrower/Suver, POC S:Paid Outside Closing by the Seiler, 1160:Paid by Cather. Coyap'ngbT 2615 Arnencan rand title AssociAion. P;ge 3 of 3 File 417.02-01 h s reser�•rt7. Printed an(3/9/701.7)at(3:16 PIA) i Miscellaneous Real Estate Trans Fee to New Capital Realty 295,00 Mail Away 0%ernight Fee to Fedcxi 1'1.1I I'A' 77.00 Wool Seller All hces 5575 and Cost S25 it)Christopher I'.Kelley PA "j`7•(7t7 Real l state`(r ns;tct£tet Fcc to Keller Williams He'tltt Seller • 9orrowerJBny"e�, ., _ Debit` Credit y .debit j m Credit` 31,095.46 445,600.47 Subtotals 457,699.49 423,856.96 Due From/To Borrower 0.00 33,642.53 414,504.96 0.00 Due From/To Seller 445,600.42 445,600.42 Totals 457,499.49 457,499.49 Acknowledgement We/I have carefully reviewed the ALTA Settlement Statement and find it to be a true and accurate statement of all receipts and disbursements made on my account or by rite in this transaction and fur#her certify that I have received a copy of the ALTA Settlement Statement. We/I authorize to cause the funds to be disbursed in accordance with this statement. l �} :. -;al.tWer .....i. .... E:a._re., E. tc_ e..... i a" gg Escrow Officer �✓ I PCT n.Na;d t3wMde CtusmF by the Bi-(Toxrijuuyer, Poc S',Paid OWI$ids clnc nt;by the set?ev, paa7 Paid by Qt".e:. Cntrrtight 2015 Atttt'tican Land Title As5u0jition.. Page 3 of 3 File 817.02.01 F!,gh.s rewfVVT�. Printed on(3/9/2017)at(3:16 PaI) 5�►ORES G Miami shores Village IN Building Department pig 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ORiDA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac owledge ent: i `', 0 a ifier/Owner Signature Date Print Name Page 1 of 1 AL-FAROOQ SITE'SPECIFIC•WINDLOAD CERTIFICATE CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com . . 0000 0000.. Project Number: 53524-4090 Date Requested: 4/27/20TI 7=- 149 PM•• ••••• Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey ;"•'; UNITY WINDOW UNITYW/ZAMV •••••• 9114nw106st 9114nwTd st •••••• Medley, FL 33178 Medley,'F1:3$' 8 • Project Address: 660 NE 93 ST Job Name: 660 NE;••;'; •. MIAMI SHORES FL 33138Project Information 0000.. Wind Load Analysis for compoL is aid claddimgwkh • impact protection as per specification of ASCE 7-104 2014 Wind Speed 175 mph FBC. Risk Category 2 Building Classification Enclosed Design Wind Pressures (PSF) Exposure Category D Trib.Area(ft Z) Zone 4 Zone 5 Roof Type Sloped 10 +48.6 -52.7 +48.6 Mean Roof-Height 15:0011 ZONE 4G7 d-10%OF LEAST HORIZONTAL DIMENSION Elevation of Opening 15.00 ft ZONE 5r1 HEIGHT`,H-FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT ' Least Horizontal Dimension N/A H" General Calculations Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 1.03 Velocity Pressure Coefficient(Kz) 1.03 Topographical Factor(Kzt) 1.00. d Velocity Pressure(Qh) 68.7 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 68.7 psf - 1 /ti Gcp Zone 4 +1.00,-1.10 «AY 0 '20177 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. ©2017 , Copyright AI-Farooq Corporation CAN (EB)#3538 4/28/2017 Control8 LMotet O O 0 0 f9114 NW 106TH STREET EE—=�6 I I MEDLEY,FL 33178 TEL:305-863-2223 FAX:305-863-2291 BEDROOM BEDROOM DINING ROOM •• ••• • 12 KITCHEN ••• •••• •• ...... ..... WIC • WIC 6 .. . ... . . .. WIC WIC z co MASTER LIVING ROOM 2 M 13 BEDROOM Q CO J U) LL BATH BATH w � W NOT PART W Z O OF PERMIT GARAGE Y Z.8 20 1 0co _ ._:.. O O O O $Y NOT PART OF PERMIT . . plat, L 1 GENERAL NOTE: ; / �C3 - ALL ESCAPE WINDOWS SHALL PROVIDE A CLEARa OPENING OF NOT LESS THAN 5.7 SQUARE FEET. 6 ' STT �, , � tNo. THE WIDTH SHALL BE NOT LESS THAN 20 AND _ R� THE HEIGHT SHALL NOT BE LESS THAN 24" . THE 7 BOTTOMOF THE OPENING SHALL NOT BE MORE THAN 44, ABOVE FINISHED FLOOR. _ PERMIT - WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN PERMI STRUCTURE SHALL BE IN STRICT ACCORDANCE -- WITH THE UNITS NOTICE OF ACCEPTANCE-REFER Mfami Shores Village TO PRODUCT CONTROLS. APPROVED BY DATE FLOOR PLAN - ONLY THE OPENINGS THAT ARE IDENTIFIED WITH ZONING DEPT THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES BLDG DEPT AND SIZE ARE PART OF THIS PERMIT. ALL OTHER .� OPENINGS ARE NOT PART OF THIS PERMIT. SUBJECT TO COMPLIANCE WI FH ALL FEDERAL 05/M/=7 STATE AND COUNTY RULES AND REGULATIONS �I l i Gorwd Not= vA1sl WIND** 9114 NW 106TH STREET —73 " 110 4"MEDLEY,FL 33178 36 " TEL:305-863-2223 FAX:305-863-22.9j•• 388., / \ 388" •••:.• •• ' .. . 62 QTY= 2 QTY= 2 ' ' • HORIZONTAL ROLLING 200 L.M.I. PROJECT WINDOW 560 L.M.I. N.O.A. 15-0728.05 N.O.A. 15-0406.09 4 H F` QTY= 1 w co HORIZONTAL ROLLING 200 L.M.I. N.O.A. 15-0728.05 U co Q J F— LL I J U) W rn w p Z = 0 U)O (o ,� "--36 „ oo 2 / \ 38 8” 5 NO. A— Date QTY= 2 7 FIX WINDOW 300 L.M.I. / �w N.O.A. 15-0715.10 QTY= 1 PERMIT CASEMENT WINDOW 500 L.M.I. N.O.A. 15-0406.10 QTY— 1 WINDOWS AND DOORS FRENCH DOOR X 600 L.M.I. ELEVATIONS N.O.A. 15-0603.13 icw Dft ORMVW, 2 y4.1'd c.a.rd Note• 1"x 4" ALUM. MULLION ��t��Yl�INDDS N.O.A. 14-0529.16 9114 NW 106TH STREET MEDLEY,FL 33178 73 g" 73 g" TEL:305-863 2223 FAX:305-863-22%1••• • • • 000 0000 •• •• • •s •/ • • •• ••• •• 0000•0 •• • 0000•• • / 0000 •• •: _ 62$" _ •�•••• ••• • 00i0•• • 8 000.66 0000•• 0000 • \ •••6••• 0 :60:9: • • • •• 100000 • •• • • 0 • 0 • • •• • 000 • • •6 • • • • 6 9 z 8 QTY= 1 co HORIZONTAL ROLLING 200 L:M.I. Uco co QTY= 1 N.O.A. 15-0728.05 Q -j r FRENCH DOOR X 600 L.M.I. d U) W rn W N.O.A. 15-0603.13 Cl� w 0 Z T- CD o cn O 73 " 73 4.. 50$" 50 8" No. Revhioa/Mus oat. PERMIT � 10 12 13 QTY= 2 ... QTY= 1 FIX WINDOW 300 L.M.I. WINDOWS AND DOORS HORIZONTAL ROLLING 200 L.M.I. N.O.A. 15-0715.10 ELEVATIONS N.O.A. 15-0728.05 xw o. 0,e,=7 3 6r. 3/41,.y. l cenad Motes WINDOWS AND DOORS SCHEDULE 0ti1-VI19MDOw 9114 NW 106TH STREET FRAME PANELTESTED WINDOW MEDLEY,FL 33178 MANUF./ MODEL MARK DESCRIPTION GLASS TINT. COLOR STYLE WIDTH X HEIGTH PRESSURE(P.S.F.) N.O.A. TEL:305-863-2223 FAX:305-863-2201•• HORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS •'. •""• •• •• O CLEAR WHITE XO 73 3/4" x 38 1/8" +70 15-0728.05 ••• ' WINDOW IMPACT RESISTANT (TYPE "A") SERIES 200 _gp ••�• •• 09 O ALUMINUM PROJECT 5/16" LAM. CLEAR WHITE XP 36 3/4"x 38 1/8" ECO WINDOWS +70 15-0406.12 .. WINDOW IMPACT RESISTANT t (TYPE A ) SERIES 560 -70 oo ALUMINUM PROJECT 5/16" LAM. ECO WINDOWS +70 15-0406.12 ••o••• O TYPE "A") CLEAR WHITE XP 36 3/4" x 38 1/8" � �� • WINDOW IMPACT RESISTANT ( SERIES 560 -70 �••••• O HORIZONTAL ROLLING 5/16" LAM. CLEAR WHITE XOX 110 3/4" x 62 3/4" + ECO WINDOWS •• '•' ' • WINDOW IMPACT RESISTANT (TYPE "A") SERIES 200 70 15-0728.05 O ALUMINUM FIXED WINDOW 7/16" LAM. CLEAR WHITE O 52 1/2"x 30" ECO WINDOWS +75 15-0715.10 w 00 IMPACT RESISTANT (TYPE C ) SERIES 300 -80 2 co w M co O ALUMINUM FRENCH DOOR 5/16" LAM. ECO WINDOWS +70 Q U) 6 „ CLEAR WHITE X 33" x 82" 15-0603.13 J U) IMPACT RESISTANT (TYPE G1 ) SERIES 600 -75 w m W w 0 CASEMENT WINDOW 5/16" LAM. CLEAR ECO WINDOWS +70 Z = O (TYPE "A") WHITE XL 36 3/4" x 38 1/8" SERIES 500 -75 15-0406.10 0 IMPACT RESISTANT Q O ALUMINUM FRENCH DOOR 5/16" LAM. CLEARWHITE X 33" x 82" 15-0603.13 ECO WINDOWS +70 3 IMPACT RESISTANT (TYPE "G1") SERIES 600 -75 O HORIZONTAL ROLLING 5/16" LAM. GREY WHITE XO 73 7/8" x 62 7/8" ECO WINDOWS +700 15-0728.05 WINDOW IMPACT RESISTANT (TYPE "A") SERIES 200 8 10 HORIZONTAL ROLLING 5/16" LAM. GREY WHITE XO 73 3/4" x 50 3/8" ECO WINDOWS +700 15-0728.05 WINDOW IMPACT RESISTANT (TYPE "A") SERIES 200 8 HORIZONTAL ROLLING 5/16" LAM. ECO WINDOWS Me. 11 WINDOW IMPACT RESISTANT (TYPE "A") CLEAR WHITE XO 73 3/4" x 38 1/8" SERIES 200 +80 15-0728.05 ALUMINUM FIXED WINDOW 7/16" LAM. ECO WINDOWS +71.3 PERMIT 12 IMPACT RESISTANT (TYPE "C") GREY WHITE O 73 3/4"x 50 3/8 " SERIES 300 -73.1 15-0715.10 ALUMINUM FIXED WINDOW 7/16" LAM. ECO WINDOWS +71.3 13 IMPACT RESISTANT (TYPE "C") GREY WHITE O 73 3/4 x 50 3/8 SERIES 300 -73.1 15-0715.10 SCHEDULE 4 .. . w. r MIAMI•QADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC ' 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 Country RER - Product Control Section to be used in Miami Dade County and other areas whe�e allgwed byh Authority••• Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-D"CDunty Ptaddct:Contrpl..:. Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Da(6C"ty) reserie the right...: to have this product or material tested for quality assurance purposes. If this Qmdu t or nilqorial.fails to • perform in the accepted manner, the manufacturer will incur the expense of such ttSting an&the AHJ mV ••• immediately revoke, modify, or suspend the use of such product or material withldM&jurisditift. 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 applicabF finflding code.-• 00.::* This product is approved as described herein, and has been designed to compl); witU the Flgtit1a•8uildi0g Cade,, ac,(udi[lg,.they ai Velocitv Hurricane Zone. ..• ••• •• DUCRIPTION:Series"Eco-Guard 200"Alumbium Horizontal Roiling Window—L.M.I. •• APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Serte72 um. oriz.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.. _. Counix Product Control Section. ISSILK IMPACT• TIMGt Large and,Small"lYit le Impact Resistan, LABELING: Each unit shall bear a permanent abel—with the manu ac urc es name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA Will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the.product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and .followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 14-0317.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. mm No. IS- MIAMMADE COUNTY Ef X 11'atib �� (Al-pp t 1 4 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 pdr FSC,TAS:2$2-94 •. 2) Large Missile Impact Test per FBC,TAS 2�1 •• 3) Cyclic Wind Pressure Loading per FBC,T4 .Z03-94. ;••••; 4)Forced Entry Test,per FBC 2411.3.2.1, ai4TAS 202,94*• ••••• along with marked—up drawings and installation diagram of at 4MZinurrt,shlop hung•••• window,prepared by Fenestration Testing Laboratory,Inc.,Test Report N'o FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Firinso;,P.E. •. ...,;. (Submitted under previous NOA#14-0317.01) 0 :0*000 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94•• 0000 ; • 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 bylTiir ica ie Engineering•&Testing;Inc.;Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94- 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-08-2226B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2227,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manue ere ,P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 zM1 i. i 4 e e \ 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 a 3)Water Resistance Test, per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,.Vjc ,Test Report No.HETI-08-2228A, dated 01/15/09, signed and sealed XCand14oX.'Font,...... P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2�� •••• 2) Cyclic Wind Pressure Loading per FBC,7$,�.203-94;••••• 9 9 9 9. along with marked-up drawings and installation diagram of a•X©X•alumiT*%n1- •• •• horizontal sliding window,prepared by Hurricane Engineering Westing;lnC,Test••••;• Report No. HETI-08-222811,dated 01/15/09, signed and seaW. d by:Candido F.Font,9999. '• . P.E. . ..900..0 0 (Submitted under NDA#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 tinder 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 NDA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08-2230B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) Manuel P ez,P.E. Product Controlas iner NOA No.15-0728.0.5 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 e r • F Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5" 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)...... ...... 000e *E. MATERIAL CERTIFICATIONS • ...... .. . ...... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amgs i.cp,Inc.jor t�eir ;•••• "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring C"12/11/1 '*** ..... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amo vi"Inc.fors kgir •• •• "SentryGlas®(Clear and White) Glass Interlayers"dated•06f25/15,exTintig on "•••:• 07/04/18. •••••• •• F. STATEMENTS ' ' • 1. Statement letter of conformance, complying with FBC 511 Edition (2014), andof no financial interest,July 8,2015, signed and sealed by Javad Ahmad,P.E. G. OTHER _1--.4 , Noticee-ofAcceptance Nor 143-0317.01, issued to'Eco-"Window Systems;LLC-foraheir Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. ', approved on 04/10/14 and expiring on 05/27/14. Manuel de-k P.E. Product Contr 1 aminer NOA No.15-0728.05 Expiration Date: May 27,2019 + Approval Date: September 03,2015 E-3 a 4 72" 1,i' V 8 WINDOW WIDTH WINDOW WIDTH (2) ANCHORS AT MTG. STILE ENDS TYP. W (4) ANCHORS READ. FOR SIZES AND LOADS a MARKED WITH ';' ON SHEET 2 ONLY 1 10 5/8' MAX. 4" Z •..,� 0 ...... 3 1/2" MAX. 4' m E5 3 1/2- MAX. HEAD/SILL 3" m •••• :Q •• HEAD/SILL q 3" - � HEAD SILL CORNERS - z .r • +4 • CORNERS 3 ;� o CORNERS 3 o ••• •F" •• •••••• T IL f 1 1 \ •••• ••• 0 • • til • v V ••••• - mm_ • • 77 1 I I I I I 1 1 • • V G • • •••••• E /. II II /. II /. • �` • • II I, D II II 4 c=h II �� II D 11 �� II �� •• "' Q� rl �••••� (� ,I ' ° I I 4 I I �o C C JL" co I i I I I w ao I // I I // t // W a• 0 ---'1-GAS' - IL-%�1' s 7C \ \ p _ IL-111 IL_ 11 / • 0 ry erg to z n - -I -- == _ =1 �__ M 2 n stl 3 - IT Trtl - IT 'STI "u3 3 00 -4 z I I I I z I I I I 1 N Ij II 11 it 11 i1 ii �� B 039 u FALSE MUNTINS 31 1/4' 32 3/4" FALSE MUNTINS32 3/4" 32 3/4' W (SURFACE APPLIED) (SURFACE APPLIEPPLIED)) MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. LJ ` 35 3/8" 36 7/8' L''CD-GjjA skn-.ES�-p-0 } W VENT WIDTH VENT WIDTH INUMHORIZONTAL ROLL W G WINDOW � TYPICAL ELEVATIONS s <o M N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER S 00" :. _. . _.r .;CHARTS;SHOWN>-ON SHEETS 2. _ ,__ µ•— '- I Q Z as THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o z o SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER 0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING o U r w MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. W g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LL W HURRICANE ZONE (HVHZ). 090" Interlayer 090" Interloyer .090" Interlayer a N W z N 8utacite PVB Sent las WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER o � 8utacite PVB LOADS TO THE STRUCTURE. 4 By `Kuraray America, Inc.' By `Kuraray America, Inc. By 'Kurcroy America, Inc.' W W 1 8' HEAT STREN'D. GLASS 1 8" HEAT STREN'D. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS co o 9 - N 9 / / 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. d i D 1 3 z SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE n DOW CORNING 899 DOW CORNING 899 EDGE SPACER NOT PART OF THIS APPROVAL. GE SCS 2000 GE SGS 2000 S7. STEEL A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. _ N m g '? (n I I m I I� DOW 899 N9 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ago 0 0 0 0 l� I 16 I� II iO II I .I I I� C a m U o w 22 I \ 22 it �I \ 22 i- i If I MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ' I i , REQUIREMENTS OF THE FLORIDA BUILDING CODE. � c ii ii 23 li 23 i .i 23 i. Engr. JAVAD AHMAD PRADUCr REVISED ' a i I CML FIA. PE # 70 2 as complying with the Flm idn 5 N CJLN. Building C0& o 10 10 0 29 Ecceplancirallon,eNo 15"I� 2$d1 1 u $ 29 AT 1/4 POINTS ON LITES 29 AT 1/4 POINTS ON LITES AT 1/4 POINTS SETTING BLOCKS AT Lay WIDER THAN 36' ONLY WIDER THAN 36" ONLY 29 LAM. GLASS AND INSUL. LAM. GLASS Miam' ade Product t.,ontr drawing no. ALL SIZES NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE -`A' GLASS TYPE 'B' GLASS TYPE 'C' l�2 2015 W09-12 GLAZING OPTIONS sheet 1 of 7:D h ti .. _ DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY -- PSF (XOX SIZES) ti V W �1 N W/0 REINF. WITH REINF. W/O REINF. WITH REINF. W/O REINF. WITH REINF. � GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE' GLASS TYPE GLASS TYPE o' WINDOW DIMS. A 'A' 'B' C. WINDOW DIMS. A 'A' 'B' 'C� WINDOW DIMS. A 'A' 'B' C. • Z �••�• / ••••�• WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+)I INT.(-) EXT.(+) INT.(-) EXT,(+) INT.(-) WIDTH HEIGHT EXT.(+) INT:(-) EXT.(+) INT.(-) EXT.(+) INT.(-) •• :0 •• Q •• 26-1/2" 4 70.0 1 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 ••; Q •• N al •••••• 37" 26" 4 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 80.0 106-1/4- (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 ••• •� G r0 O •••••• 53-1/8 (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 • • •0 Wj •• v • 74" 8 70.0 80.0 80.0 90.0 70A 1 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 • • CL 38-3/8 -3/8" • • p ••• ••••• 26-1/2" 4 _ 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 80.0 106-1/,t. (4) 12 - - 80.0 90.0 70.0 80.0 • • Q t q. • •.•••• 37" 38-3/8' 4 70.0 80.0 80.0 90.0 70.0 80.0 11 1" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80,a •• C • • 57 Lq S 70.0 SQjQ 8a.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 'Q'O d •••••• 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 tX i 74" 8 7t]fl @. 0.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0- 70.0 80.0 (5) • •Q d Q pAr, d • • •• 26=1 4 SLY" 813 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 O • • 37" 50-5/e" 4 70.a 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) Q W 3 W 53-1/8" 6 80.0 90.0 70.0 80.0 106--�> = " 12 0:0•- 80.0 82.6 70.0 80.0 72 51i " 9 70.0 80.0 80.0 90.0 70.0 80.0 LL ? 74" 8 701:)1 PO,,M OA 90.0 -70.0 80.0 1 i 1" 12 70.€1 70.0 80.0 80.4* 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 26'Yf2'` 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 a W 37" 63" 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 6 53-1/8- O 6 70.0 70.0 80.0 90,0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 J N U 74" 8 70.0 70.0 80.0 80.4# 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 3 J 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 I Co Co 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 z v 00 48" 24" 6 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 � W M 60" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 70.0 80.0 90.0 70.0 80.0 r,, I- 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 25 ?>- w 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 7a.0 80.0 72" 60" a0 9 70.0 70.0 80.0 90.0 70.0 80.0 ;;e r i 3s" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) 48" 11 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 N (4) _ & SILL fi 70,0_ ; 80.0. 90.0,.. .90.0 70.0 80.0 _ u 72"._ 9. ., 7Q.0; : 70.0: 60.0 90.0.. _70.0 80.0 O - _ PER J _ `�` Z p h� °�° A NO OF ANCHORS PER HEAD av . - NO. OF ANCHORS AMB - 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 3Ztn co 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 o M 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 -80.0 87.6 70.0 80.0 i U W -� 48" 45) 6 70.0 80.0 80.0 90.0 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL W W MM 1-0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF (1/4w) (1/2w) (1/4w) 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS ! 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 i o W N O C f 48" �6) 6 - 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 70.0 70.0 80.0 90.0 70.0 sa.o (1/3W) (1/3W) (1/3W) 0 0 72" 8 70.0 70.0 80.0 87.6 70.0 8a.a o a o 0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH v A = NO. OF ANCHORS PER HEAD & SILL + z 1 ( ) = NO. OF ANCHORS PER JAMB 'XOX' * MAX. LOAD FOR THESE SIZES AS =90.0 PSF - - WITH 4) ANCHORS AT MTG. STILE ENDS iri o w n a n c OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH NOTE: o a �, N GLASS CAPACITIES ON THIS SHEET ARE -5 9 s s o IS BASED ON ASTM E1300-09 (3 SEC. GUSTS) %- c a m o W 'X0X' AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 0 Engr: JAVAD AHMAD a o PRODUCT REVISED I FLA. PE # 70592complying cv x as with the Florida a i CAN. 353B Iitxlding Code ;; Acceptance No js"0 28^'0,9 LEFT AND RIGHT N7S-T0 BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE Ex iration1 4 v° FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL 2 0 20 913Y, 'XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF �Aia i askProducf drawing no. SEE SHEET 3 FOR DETAIL. WO9-1 2 sheet 2 of 7 TYPICAL ANCHORS O 1BY SEE ELEV. \\ WOOD BUCK FOR SPACING EDG DIST. nWi METAL p F I 4 n a 4 ' -c EDGE DIST. STRUCTURE MIAMI–DAD£ COUNTY APPROVED � • Z •••h •••• • a 4 °- a. 's EDGIn. DIST: p n - MULLION do MULLION ANCHORS • ° °" SEE SEPARATE NOA I $ •. fl •. O 2 •. a a _ EDGE DIST. m o ••• W ••ftIQD� •� 0000•• c40 •.• �' W a • • 0. ...... •• 0 • o • • • J •••F U •• g • 0000• 17 ••: IL ••• • 00.00 P2 •• •• 0000•• • in Itn19 _ �i , cn �•.• 1 �:er$ 9 i • � + !••••� —I TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS •• N r 'I SEE ELEV. SEE ELEV. SEE ELEV. w 3 2 FOR SPACING FOR SPACING Q 0 i I FOR SPACING W y - a Z Cn� M j Q W ti F WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM II , AND TRANSFER THEM TO THE BUILDING STRUCTURE. v J m to I .I 1 1y 3 J in cc WEEPHOLES: ATYPICAL AtCHty, IEE ELEV. FOR SPACING vi LO C- 0 r d W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END ' 177 KSI, Fy=155 KSI) W M . . AND 37" O.C. MAX. F- �. 4-TO-28Y-WOOD-ElU KS-04-WOO TRUCTURES z w x x O �' I' ,I I •' ; SEALANT: o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) N a CO ' x aa w in 3 � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH THRU 1 BY BUCKS INTO CONC. OR MASONRY 8 O o N 0 X JOINT SEALER. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N 0 J W W �� , ,,�. . ;.�_.. I I� _ ,-- ..,. -,,.. � _.. _ ,._.. _. .. _.._. ,�~^Y...,: _,_.__ ,. ____ _. �_ _. . ,_-. t-.1/4,:�_MIN.. EMBED._:INTO...CONC . OR-MASONRY (JAMBS)-: _.�_ �..._._ Z'�L�..- � - _--- - I� r DIRECTLY INTO CONC. OR MASONRY N '� Z L o I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O d o I •, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U-3 W W d i rl )RAD ILLINE 2 CRS) I } tv1#Anti-�A9E-0Q�1#�PrY-°Af�PR3�fEiiLI0NS (MIN. THK. = 1/8") I I I I I INTO METAL STRUCTURES ' �� 9 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) o ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o (� Q a 'I 'ii i ,' 14 t5 16 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o� o 0 0 0 O aa� QQ d it V w ' p Q ..,. o a.a. a a INTO CONCRETE AND MASONRY = 2-1/2' MIN. _ > - _ 2 _ a Cr INTO WOOD-STRUCTURE = 1" MIN. - 18 _ w ag T a--i INTO METAL STRUCTURE = 3/4" MIN. �! n t3 M yc \o W 2 0 -7 7 B W th '� WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ° � "' N I 3 _0a 3 W Of = CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. > S m " '(" o C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN, c a m v o 26 I I m v Engr: JACML� D PRODUCT R.EVISSD e I Ga ° z. FLA PE 70592 as complying with the Florida cr ' g CA.N. 3538 Building Code o _ v-a •v Acceptance No Q ;a '\.Z d a. v .. . 9 Ex iratio Date m v` u a 4 v V 2U�f. $ I TYPICAL ANCHORS I ' TYPICAL ANCHORS SEE ELEV. °' 1BY SEE ELEV. Dy drawing no. v W1 FOR SPACING WOOD BUCK ( FOR SPACING Mian ade Product�Cm 9 W09-12 EDGE DIST. _� EDGE DIST. sheet 3 of 7 i t 1/4" MAX. SHIMS W 1/4" MAX. tv SHIM t C. ) U J t C 1� BY WO 5 W000 BUCKS • 21 8 7 ••• Q • � / •• TYPICAL ANCHORS ••• w •• ••••i• TYPICAL ANCHORS _ 17 ' SEE ELEV. SEE ELEV. - _ - - - - - - o.- FOR SPACING : C •• o •••• FOR SPACING _ --__ - - - - 25 •• •4 • ••••• r - •. 00 t ,d• ••..�• N 17 20 1 tf4" ••• •q � 1` • • ° • -----SCREEN OPT. ------ - - - - - - -_ _ __ • d M ?Q•$ • • 27 W O • 6 ,7 � W N a 3; a 4 STEEL REINFORCING 11 12 ° u, Z = METAL AS REOD. c p t7 STRUCTURE SEE SHEET 2 FOR CAPACITY WINDOW WIDTH a g XO LAYOUT d J rn 1/4- MAX. 3 ,.J m VENT WIDTH ' VENT WIDTH SHIMS "' 1/4" MAX SHIM D.L. OPG. D.L. OPG. z 18Y ,n $ � WOOD BUCKS & w M Y TYPICAL ANCHORS = }- La v 17 tr• SEE ELEV. 00 m Q _ FOR SPACING ao 1 //2' - - _- - - 25 >- O — — —_ _ — _ v' ._. ma-ow. :._. 17 20 _ _ _ . M ----SCREEN OPT ----- _ -— _ _ - _ -SCREEN OP . ----------- ° �ii c� Q __w j 2027 i va W W CDM F ° C7 6 17 4 11 i 2 D.L. OPG. AS REOD. STEEL REINFORCING v N EXTERIOR SEE SHEET 2 FOR CAPACITY WINDOW WIDTH o a W 4 U p d C y O W TYPICAL ANCHORS XOX LAYOUT o L, � N o SEE ELEV. FOR SPACING ` W ¢ 0 0 a � � Cr MIAMI-DADE COUNTY . Z APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING C _ Q F r tV YI D ? 7 0 0 0 0 0 O Engr. JAVAD AHMAD PRODUCT REVISED CML as complying with the Florida FLA. PE # 70592 C.A.N. 3538 Building Code A,cce lance No 1 b a a - €x Iralien Date v H c _ --------SCREEN OPT. p•p jq a Ju Miatn' acle ProdtxxC4a drowing no. WINDOW WIDTH WINDOW WIDTH Og— 2 Sheet 4 of 7 w r t � - O EDGE 01ST. METAL N STRUCTURE TYPICAL ANCHORS DISTSEE ELEV. . MIAMI—DADE COUNTY APPROVED 0) e'° FOR SPACING MULLION & MULLION ANCHORS • z 0040. 3 EDGE ••00:0 SEE SEPARATE NOA •• • �a. • o J I SEES •••• 00 � •••IQ Q ••••i• n ,% i DIST. • W +cv a • • A> ••• 0 • 0 :••••: • •O ••• - - ••• / • PPP777777 V ••••• rn • •� p • g •• • •• ••••:• 28 = \\\@28 , N 28 •••• •� � �• • d a N O •v . . •.•..• o ALT. i • :004 :••••= U) 0 P7SEE L ANCHORS cli TYPICAL ANCHORS Q w 3 ii LEV. SEE ELEV. LL ZN - o PACING FOR SPACING J Q Q W v J cly rn o J I a0 to z (n °o W n _. = w m E00 m rn 8 O o� I _.. .. r . . Z JP ,w. - SHIMS 28 ALT. o Z r ,n W o TYPICAL ANCHORS tj v SEE ELEV. W W rn FOR SPACING 4 ta t t 1 .jfq" = s iLis v, v, m In a N VI N Vf 0 o Of TYPICAL ANCHORS Lu u SEE ELEV. FOR SPACING o ` e ,� W s - N u c> > u 4 N a p O 10 a z z z Z) in OI N .'1 d VI N Y1 > O O O O O ALT. v � < m u O W i 28 x N 01 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVMLAHMAo PRODUCT REVISED se I 7x582 S complyingwith the Florida FIA. PE N N c Wilding CodeC.A 3538 v-° Accept1Qo� 0 a o o a v _ iralion By JU 02015 M;arni Browing no. W09-12 EDGE DIST. sheet 5 of 7 . y ' ' r 2.750 1.067 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 FY201 1 FRAME HEAD 6063-T6 - N J 3/16" 2 FY202 1 FRAME SILL 6063-T6 500 .715 I 3 FY203 1 SILL TRACK INSERT 6063-T6 - • z • ••• i• -�- 1.434 813 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - •••N •••••• 11.140-� 62 � � � ® 5 FYIOI AS READ. FIXED FRAME JAMB 6063-T6 - .. « a • • •••••• 062 1.718 6 FY104 I/ VENT FIXED MTG. RAIL 6063-T6 - • 0 • 0 • • 3.249 O O • �_ �•• ••••• 12 L1 7 FY165 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 I/ VENT JAMB STILE 6063-T6 •• a' •• ••••• O VENT TOP/BOTTOM RAIL STEEL REINFORCING s FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - •• ••••:• n . 813 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - • •`t�� •••• • 2'095 .519 130 IOA FYI 1 O AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - a O m• • 1.250 11 - AS READ. REINFORCING BAR STEEL - •• d a• • •••• L1.140-1-1.610-4 T- !� $ a�J - � • •719 045 803 .045 803 12 - AS READ. REINFORCING BAR STEEL - ar N 00 O N • -- 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS READ. Q w 3 a rn O FRAME HEAD - K In_ o 2 246 1.047 y•Q47 14 FY208 4/ PENT ROLLER HOUSING & GUIDE CELCON ('�' Z to f m 1.140 .062 15 FY209 2/ VENT ROLLER BRASS - Q W M g F 1.140 1.610 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 219 to GLAZING BEADS 17 #8 X 1" AS R£QD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1.344 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS U o ei J 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB J JAMB STILE 20 Q300TI90 AS READ. BULB SEAL Q-LON SCHLEGEL 1.058 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 2.063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 � W M 3.876 2 501 1.250 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE F- .078 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. $ }- W 25' #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS t~jy 1.140 1.340 26 WA21- 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS g �O M rn 062 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL `i 0") N _ 500 -. 28 -:. FLUSH FRAME,ADAPTER,_ 6063-T6 OPTIONAL...:,.: . ., Z l`i to ago FYi20 _ _> _. . 1.344 29 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A Z 4�---2.750 W o M O7 MEETING RAIL c� �` w o � FRAME SILL W W0): 2.188-�j 1.314 11 ��.250 1.422 1.202 o wcc W .340 .3-12 .062 " o ,+ a c p O In G (U N W Z N O u o .062 1.375 Va � 4 o g dx O3 SILL TRACK O T s FIXED MTG. RAIL .500--T -18711 .750 iri m N M o c o � M $ 0000 .062 Hca meow F062 a, o 2.750 2.812 2.612 2.750 Engr. JAVAD AHMAD PRODUCT REVISED e Y n 2.688--�{ CNiI 0 � as complying with the Fioride i iv a FLA. PE # 70592 ''' � _ Building Code o 062 CA N. 3538 Acceptance No 15-0124,910 e F, unhon Date {{ I .500 t-874. f4- y Dadc Product C-* drawing no. 1687 ,.66869 2.611 ilf,_ �a W09-12 O MOV. FRAME JAMB O 'FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER fsheet 6 of 7JI tt c N m • 04 Z •9g1 O **goes 01•• W •H a • • •••••• / goo OO • g / ••• O 'is U •esg• •• • O •• V *see:* • • Va • �• • •sees• aM a . O a�a :..•.: O 1 Fro an:, c Qw �� u► � z v►_ o Jima � Q III It FRAME TOP CORNERt 00 z U} OD J 0 � W m VENT TOP/BOTTOM CORNERS >- w CL- N 17 g 7 c0 U 4 0 Ln — Co ,- — Cn C:1 Zr o ' <\\" ,O as v U �w W i s i M = 0 N 0 0 N_ CO z r 13 r u v Z3q 33 M Zq Z3q En U U j U U a Z 2 Z Z O ^ N A b '? •� � 0 0 0 0 O En9r. JAVA[) AHMAO PRODUCT REVISED N n o CIVIL as complying with the Florida I iv i FRAME BOTTOM CORNER FLA. E # 70592 Building Cade o s CA. . 3538 Acceptance Na ja Expiration Date � 18 By 9 0 2415 drawing no. W09-12 FIXED MTG. RAIL CORNER sheet 7 of 7 1 MIAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(186)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtt18Peconomy . . .... ...... Eco Window Systems,LLC •• ... .' 9114 NW 106 Street • ...... .. . ...... Medley,FL 33178 •• ••• SCOPE: •....� :.:.:. This NOA is being issued under the applicable rules and regulations govern2-mi- n 'Me use of construction':�•• . .. . ..... materials. The documentation submitted has been reviewed and accepted by 2-m i�ade Cbanty•RER •• Product Control Section to be used in Miami Dade County and other areas where juQFv.ed by the Authority • Having Jurisdiction(AHJ). ' This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Przaucf Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade OAr;y)reftwve 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,,,iag1uding„theJJ.gtye-lp_ci Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Alueninrurim"Fixed Window—L.M.T. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5, dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control .,....,-Revision stain wititthe Notice of.-Acceptance number and expiration-date b .the Miami-Dade County-,,__,. p epy ty ,;.,.,_,. .. . _. . . odt_ctControl Section. STLE IMPACT RATIN'G' -Large and Small Missile Impaet.Resistau LABELING: Each unit shall bear a permanent label with tlie manufacturer's name or logo,'city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sliall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAY 14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI DADS COUNTY IAM � � ( (Ex-irattion 8 2�i ppro'atm 1 Eco Window Systems,,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS •••• 9999 999900 1. Manufacturer's die drawings and sections. 9• : • :0: • (Submitted under NOA#09-0413.08) *00:00 99 ' 00 00" 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. FiScedWdw. (L. Iy, :••••: E sheets 1 through 5 of 5, dated 03/23/09,with revision D dated DY108/15,grurared by,.... Al-Farooq Corporation, signed and sealed by Javad Ahmad,ETi9.. 90 0 9 9:9 . . 0. 00 ,09 0 9900.0 B. TESTS 0000" s• 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 :00.:0 9999.. 2)Uniform Static Air Pressure Test, Loading peF$C T;,&202-94 :"": 3)Water Resistance Test,per FBC,TAS 202-94 • along with installation diagram of a 97 IW'wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,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. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192B,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) . . "; ,.; ;9900•>, ;r,... .. �, . ,> - , 3:' """"Test"reports on:"1)Air'''Irifiltration Test;per FBC;`TAS 202-94r '-� -' •=' '° 0000' ' '° 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09, signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08). 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No: HETI-08-2194,dated 01/15/09, signed and sealed by Candida F. Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control Et2oher NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 t' Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTINUED) • . . .... ...... 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9%.' . ... 2)Uniform Static Air Pressure Test, Loading ped C-BC'AS*202-94 ...... 3) Water Resistance Test,per FBC, TAS 202-9W•• :....: along with installation diagram of a 50 5/8"wide x 63 1/4" hig'hXoo-G+64ries 31Q.., aluminum fixed window,prepared by Hurricane Engineering.&Testing Ire,Test ..:..' Report No.HETI-08-2195A,dated 01/15/09, signed and seaWd bye Cand'tdeY+0Font;•••;• P.E. (Submitted under NOA#09-0913.08) •••••• • . . . • •.•.•• C. CALCULATIONSoil* 0 . . ...... 1. Anchor verification calculations and structural analysis, complying with FBC•Stn 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 GIass Interlayer"dated 04/25/15,expiring on 12/11/16. 1. 2. - >f Notice,of-Aeceptance.No. 14-0916.11 issued to Kuraray-America,Inc,for then -•= "SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. i F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014), and of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I., approved on 04/10/14 and expiring on 06/17/19. Manuef Pelle z, .E. Product Control am' er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 2.688 v 8 1.608wiNoow WIDTH N .062 1 FALSE MUNTINS o .500 _ .769 (SURFACE APPLIED) D.L. OPG. Z 3 f.813 Imo` 875 OPTIONAL A z G Z H CD ir z 1.000 2.611 3 Q ct N Q 0- .062.062 7Q FLUSH FRAME ADAPTER O a 2.750 ,I r. 0 •• II II • C t •g ' FRAME HEAD/SILL/JAMB =-il =___=ii= ••• D '� •• C II II ••• i� •g 75Q • •••••• 4 I I I I ••• 0. Q G 'i • • q II n g o�{ r-• •••••• 8f3 U.ao 3 II VI •�� Z N ° • ••:••• (III CL II �, II m Q ul ti F • _j II it Q GLAZING BEAD $ +i ii '� :••••: II 11 J 1 1.070 FF==== 3 to II Il it It w ui 375 W M .050 —� _i i- -t i- N w g B 00 o r O3 ANCHOR COVER N O o M n 0 E .,:., _......,...oa..._.•..._.Y ....-. _....-., .. -r.... _ ... _. p».:. .«-_-+.....;::i. .-0:.1�� .,.:. -:.r..,.. ..,._ ..<..a.,.aM,.0 ....,:.,....., s..... _. -- ...s.�,c..is r. .-. ..... YY) 6" MAX. 12" MAX. HEAD/SILL HEAD/SILL M � CORNERS p " W rn: w ECQ GUARD SERIES-- TYPICAL ELEVATION ALUMINUM FIXED IY. DGS � z DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. o a D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" o v APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE N W N D.L.O. WIDTH = WINDOW WIDTH - 3.625" a g COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING v a d ' ti IL MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. O °^ m p o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. $ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACTEngr. JAVAD AHtAD PRODUCT . N i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML w complying with the Florida < EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED, p Yr"8 N m FIA. PE 38 0 CAN. 538 Building Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance No 5.10 N a Y NOT PART OF THIS APPROVAL. FIA iretionDate 2019 a u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. QY Miami ade Product Ca drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Q 2015 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W09-20 _ REQUIREMENTS OF THE-FLORIDA BLDG._CODE. sheet 1 of 5D - —� DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF y�V W 3/16' ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' O WIDTH (W) LENGTH (L) EXT.(+) ANT.(-) EXT.(+) 1 NT.(-) WIDTH (W) LENGTH (L) EXT.(+) ANT.(-) EXT.(+) 1 NT.(-) .090 Interlayer 090" Interlayer O 3 Butocite PVB SentryGlas 24" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 By 'Kuraray America, Inc.' By 'Kuroroy America, Inc.' _...__._................................. _ o► J 30' 75.0 80.0 80.0 90.0 37" 26" 75.0 80.0 80.0 90.0 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 36' 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.o 80.0 90.0 o. 42" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 O o SILICONE SILICONE 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 0 a DOW CORNING 899 DOW CORNING 899 GE SCS 2000 w GE SCS 2000 54 75:0_ 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 z sMn z0 Lc 5 O'` 8d:0 80,0 90.0 53-1/8" 75.0 80.0 80.0 90.0. . •0 W • i i 68" 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 p • •• •' •.•.•. 0 4 j I 0 4 j I 72" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 ' a 0 (j lj 5 !i li 5 ' 'O QQ ri i••••i 24' 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 . . op, !i !i AT 1/4 POINTS !i !j AT 1/4 POINTS --- 5Q-5/8' .0 `� � ••d• • 8 ON UTES WIDER IFMii ii 8 ON LITES WIDER 3=1/ 3- 30" 75.0 80.0 80.0 90.0 5 80.0 90.0 • • THAN 36' ONLY THAN 36" ONLY 36" 75.0 80.0 80.0 90.0 74" ....71.3 71, 80.0 . 90 0'• ' ' ' 42" 48" 75.0 80.0 80.0 90.0 26 2" 75.0 80.0 80.0 90.000 • N ••.:•• 00 48' 75.0 80.0 80.0 90.4 37" 63' 75.0 80.0 80.0 90.0• W •J ' •..•.. #8 X 1-1/4" SMS 8 X 1-1/4" SMS 54' 75.0 80.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90,0 "" • • AT 3-1/2- FROM ENDS AT 3-1 2".FROM ENDS ••"" / / 60' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0'. ' .-� •.• • . • AND 10' O.C. MAX. AND 10" O.C. MAX. - 66' 75.0 80.0 80.0 90.0 37" 76" 75.0 80.0 80.0 90.0 (� ••0 GLASS T)! *CGLASS TYPE 'D' 72" 75.0 76.6 80.0 1 90.0 53-1/8' 67.9 69.9 80.0 90.0 J 0 GLAZING OPTIONS 24" 75,o ao.o fio.o so.0 LO Bm 30" 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 W X W g 42' 60" 75.0 80.0 80.0 90.0 �� g 48" 75.0 80.0 80.0 90.0 W tc` m 00 54" 66.8 71.3 80.0 1 90.0 0 60' 60.2 64.2 80.0 1 90.0 L 0o;; � S 60.2 4 •. w W. WIDTH <7 Z 6 .2 so.o 90 0 WINDOW WIDTH WINDOW WIDTH W. 2" 60.2 64.2 N _ (- 24" 75.0 80.0 80.0 90.0 = 30" 75.0 80.0 80.0 90.0 3 W CID OBJ .. 36" 75.0 80.0 80.0 90.0 U 0uiW ui _j 42" 72' 75.0 80.0 80.0 90.0 j� I I 0 48' 75.0 76.6 80.0 90.0 NOTE: 3 I I 54" 66.8 71.380.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. L _ - J y 60" 60.2 64.2 80.0 90.0 W 24" 75.0 60.0 _ 80.0 90.0 3 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30" 8 75.0 80.0 80.0 90.0 oN a fIn N C V 41 36' 75.0 80.0 80.0 90.0 m o 0 0 r -- - - , - - - � r - - � 42" 70.0 70.0 80.0 90.0 1va W 48" 65.6 65.6 80.0 90.0 ai 6 j w / 54" 64.3 64.3 80.0 90.0 ' 24' 75.0 80.0 80.0 90.0 in W, WIDTH 30" 75.0 80.0 80.0 90.0 c y 38' 96' 75.0 76.2 80.0 90.0 NOTE: o o r 42" 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE v 0 < o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 90.0 ' 30' 75.0 80.0 80.0 90.0 Engr JAVAD AHMW $ S o c� 0 108' 9' PRODUCT REVISED z 36" 74.5 74.5 80.0 90.0 FLApEMt 0592 u comptying with Ow Ftudit M \ x 42" 61.5 61.5 80.0 90.0 C.A.N. 8 BuildingC.ode 15-0 t5. la 0 3 3 3 L J A.ccptunce No *so jQ 5 `4 I � t '� 24" 75.0 80.0 80.0 90.0 C!x iralion Date t . 30" 120" 75.0 80.0 80.0 90.0 ii ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 Y ivs:Gi7ii' ado cxiuct drawing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JU 1 2015 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. W09-20 sheet 2 of 5 TYPICAL ANCHORS (� WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 OOD BUCK 'V w tBY STRUCTURE SEE ELEV. FOR SPACING OR p A e p d:d d I MIAMI—DADE COUNTY APPROVED WOOD RE I 'A 4 e• p. 4'4 a p. a MULLION & MULLION ANCHORS O a' 4 • a. SEE SEPARATE NOA Z n 3 I t F W Q ii O N O 4. 1 a !Id N VI '0'+ t ••S•• •••••• 2 II !! 3 •••• W .3 �.W•g ••••i• ii ±i •••: 0 IL 4 a.v4 TYPICAL ANCHORS w i I i h _ •••••• I I I TYPICAL ANCHORS ••• � dp M • • SEE ELEV. FOR SPACING . N •. ii SEE ELEV. FOR SPACING ••• ; ••••• ww • • a m •• II TYPICAL CHORS: SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. AN • !; �' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' : Fu=tom KSI, Fy=tss KSI) •• •J U •••• • i� AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS ORWOODSTRUCTURESLn --Ito 1-1/2" MIN, PENETRATION INTO WOOD !� !� THRU 1 BY BUCKS INTO CONC. OR MASONRY x W M In II ii 1-1/4" MIN, EMBED INTO GONG. OR MASONRY N Lj DIRECTLY INTO CONC. OR MASONRY zo N III `` O I! !! 1--1/4" MIN. EMBED INTO GONG. OR MASONRY (nr w c� i I I' to M 0 3W 4414 8S SMS QELE QIaL NQ SCREWS (GRADE 2 CRS) N O 0 oM CIO 9: w D � ii li _ INTO MIAMI-DADS .COUNTY. PROVED MULLIONS. (MIN. THK. 1/8").. N Z. AP INTO METAL STRUCTURES c �: Z ,n STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) j ! ALUMINUM THK. MIN. (606 -T5 MN.) O . U Qw .�M. !i !i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w W if ii ii ii lYPI�.�L EDGE _DISTAf3CE !i !i INTO CONCRETE AND MASONRY = 2-1/2" MIN. !i !i INTO WOOD STRUCTURE = 1" MIN. !! !! INTO METAL STRUCTURE = 3/4" MIN. ,n o !j !� WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ° o !i !i CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. !! !! C-90 HOLLOW/FILLED BLOCK AT JAMBS f`m = 1500 PSI MIN. C, 00 it it Dz z 2 a z z z o :I :I !I !I 2 !I !I ��i�1LA�T• to � N .n .n 2 a r i! it ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o 0 0 0 ! ! JOINT SEALER. a m u o O e = B I \ re \ to 1 I I $ ` Engr: JAVAD AH6AAp REVISED QQ ata Nns complying wte + a LAS7092 A 5Building Code oI NE o Acceptance No �J•�7�5 1 8 0 �' . . i Expiration Date •�l! o u � r a d n v 1 By e a I TYPICAL ANCHORS °' 1 BY I TYPICAL ANCHORS Miami ado Pro"' drawing no. SEE p SEE ELEV. FOR SPACING WOOD BUCK I FOR SPACING JUL 2015 W09-20 sheet 3 of 5 • ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS v 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 111 0 2 FY302 AS REQD. GLAZING BEAD— 7/16" GLASS 6063—T6 3 FY303 AS REQD. ANCHOR COVER 6063—T5 — 1/8" THK. 6 Z n 3 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB ALUM STRAP Q F a� 6 5 FLB-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE g t� 0- 6 010 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS / p 7 FY120 - FLUSH FRAME ADAPTER 6063-76 OPTIONALIL Q 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A a! Q ..• .\ • 0.400 ••• Q 3� ••••• 31- Z yj•• ••••• • ./t ZZ �y v •••••• • WELDED • •••••• JOINTS • ' • J • n -I I Ln MIAMI-DARE COUNTY 3 N w APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS L9 o SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING G= _CORNER DETAILS o V 00 r O Z L LO -- -- - - - - -. 00 CD o U LaJ w W 0) TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX. t� v SHIM 1/4" MAX. ch ch 1/4" MAX. / � SHIMS TYPICAL. ANCHORSco ? N SHIM SEE ELEV. TYPICAL ANCHORS W W cc 0 0 FOR SPACING SEE ELEV, z a o FOR SPACING 3 N v v > a � 00 �d � z z s a v r — METAL O m n o STRUCTURE rnvi 0 0 r — 0 0 FEf G�7 O J!J3 Y WOOLl U- ZI D B K .o R vo 9 4C-kA. PRODUCT i2RVISGD WOOD STRUCTUR - En r: JAVAD AHMAD i v 8s complying with Me Flmids N 592 Building Code o _ 1 BY Acceptance No1Jr"'O 15:10EXTERIOR F WOOD BUCKS Ex irationDate jqBY D.L OPG. Mi i ade Product Con drawing no. 201�i W09-20 WINDOW WIDTH - - - — -— - - - — - sheet 4 of 5 I . W8 METAL W STRUCTURE N TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—BADE COUNTY APPROVED I FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. MULLION & MULLION ANCHORS � 3 ► e.° I SEE SEPARATE NOA z ►� • Q . J c , ' s• a N � f 6�1 a QP ALT. •••• •a Ix >• •0 ••••i• • O (L Q ei •••• • 4 n C i••••s • ••••• TYPICAL ANCHORS ••• Q W SEE ELEV. FOR SPACING ••,• {{, Z (404 9 ••:00 • •••• J L7 My •••••• Z � 1 • •••• � W e•I� • • �. • • • U••• • •o v J •� J I 00 3 I a°0o U) W L o H W 3M .0 N Q a , Z � 00 SHIMS ALT. z o 0 I _� ' a O 4 � ;;AC � K N d n a• V� N UI " 7TYPICAL ANCHORS W W o W SEE ELEV. FOR SPACING p N oV oU � oU . C A o 0 � � � � . a ALT. ;? a m o 0 � y � INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD PRODUCT REVISED $ .� CML is complying with tho ftorida `i N FLA. Pt f 70592 pELudding Code o JC-Ak8ACCt(�twc NO�5�0 1 S,s0 A, E'% OtiOn DtC lqTYPICAL ANCHORS 2015 niiami adeProduct Browing no. SEE ELEV. FOR SPACING W09"-20 sheet 5 of 5 MIAMI•DADE MIAMI-DADE COUNTY LYWAUN PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems,LLC 9114 N.W. 106'h Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the Hiph VelocM Hurricane Zone. T CRIPTION.-Series 600 Aluminutm Outswing Doors-L. ' .I. ROVAL DOCUMENT:Drawing No. 12=6$Rev C,tit ed"Series 600 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product ControLSecti� (MIS$UX ARACT RATING:,Lp—me and Small WIssile Impact Resistant imitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 . See Single or Double Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 7_1. 2. Laminated glass types GI and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other 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#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0603.13 MIAMFDADE COUNTY0 piratmn Dae. arc ...b ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-3357,HETI-12-3358,HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P. E. C. CALCULATIONS ' 1. Anchor verification calculations and structural analysis, complying with FBC-2014(511 Edition), prepared by Al Farooq Corporation,dated June 02,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.T. DuPont DeNemours& Co.,Inc. for the`Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia, Inc.) for the"Saflex: Saflex Clear&Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer'by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5 1h Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March,20,2019 Approval Date: October 15,2015 E-1 V � 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 00w 0 0 .090" Interloyer .090" Interloyer I Butocite PVB Butocite PVB 11 By 'Kuroroy Americo, Inc.' By 'Kuroroy America, Inc.' Z r- 3 0 r a' -j 1/8" HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS F, SILICONE SILICONE IL 6 g z m DOW CORNING 899 z in DOW CORNING 899 O w M o cn 26 26 14 � � 4 /� IIIA • //i��[,� �•• • •••••• 8 rn 11 11 8 II II •• �+� • • •• \ III \ 1111 •• O M •••••• 4 1 11 ( tl •• OQ34 Q00 a i••••s \ / \ / �� •• I N ••••• SETTING BLOCKS AT LAM. GLASS * • w y�y��p • ••"'• Ci Ll READ. FOR WIDTHS EXCEEDING 36" ON611, � Z N 113 • •••••• — NOTCH GLAZING BEAD LEG TO Z N< j •• CLEAR BLOCKS i• 41 rl • • • • • •••••• GLASS TYPE 'G2' • • � U o. .J 11/8v TEMP. GLASS o ,n 5/16" AIR SPACE o 00 1/8- HEAT STREN'D. GLASS � W M .090" Interlayer v Saflex Clear And Color Glass ``' } w By 'Eastman Chemical Co.' (n H n 1/8" HEAT STREN'D. GLASS j N a: 0 0 p M N SILICONE ,n z m_ 00 DOW CORNING.899 Z LL00 26 ST. STEEL a 3 Z +n METAL SPACER W J \ W rn: � 4 35 SILICONE SERIES 609 X I ©LITS YIItiIG EI E D00 Of U W \ SETTING BLOCKS AT INSUL. LAM. GLASS o rtNGCE X}"AiVD'DO(7B1 E XX) LF}C�OOftS`"SEE SKEET 2. `` NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS " ` 00i STAND ALONE SINGLE SIDELITE SEE SHEET 3. o SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. ° a o LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' v a a APPLY TO ENTIRE SYSTEM. PRODUC('REVISED rn Y"OptykV Wilk lYc Mriia D 0: DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION b"AgCO& RESISTANCE IS REQUIRED. Acceptsareitr6L0 •13in P,tirtcMlwll4icNAlA2a.2olq in N N 1 s 1 �t� v N N � yN N 0 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1>>L `� po o g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY N*K.W P*PnXdNCICMdVGI > e HURRICANE ZONE (HVHZ). v c a m n 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. a ' ' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr. dAVAD AHMAD e o rlwl EMBEDMENT TO BASE MATERIAL SHALL BE .BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA. PE # 70592 c CAN. 3538 Pi ii a a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. a i; A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S 2015 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W1 2-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. (sheet-1 of_ 0 r Y Ilk w - 39 3/4" MAX. 76" MAX. 37 3/16" MAX. o FRAME WIDTH FRAME WIDTH FRAME WIDTH ;y N HEAD do SILL ANCHORS Z m AT STILE ENDS 0 Z z 12" (4) AT 3' O.C. 12" 12" }. WMAXQ I 5" MAX. MAX' 5" MAX. MAX' 5" MAX ' a m HEAD HEAD HEAD O 0 HEAD/SILL A SILL HEAD/SILL A _ SILL' HEAD/SILL F SILL CORNERS CORNERS �� `�� CORNERS d ` _ O •� • -� 1- t1 • I • �•• • 0000•• 4 • 6 \ „ •.� II II II •• V O W Me a 0000•• II / II / \ II •• D a Q Q • • II / II / \ II • O h O • �••••+ ---�— - --LL - \ ----I.L • • 00000 (' IIf (' J� II •• • 0 •0 0• Jf /II \ II LOCK OPTIONS Z to� e II / ;; E LOCK OPTIONS ;; �M�_'� •• / 1 OR J2 11 OR #2 \ i H ii ' w Fs ' • •.0•:0 (OPTION 2 SHOWN) (OPTION 2 SHAW • ___�___= 1` SEE SHEET 7.1 ►- SEE SHEET 7. w /j • • • _ IIS FOR DESCRIPTION r / �y! FOR DESCRIPTIO�i x w °° °� a I I �' w 6 a '!I Y m w a m • •••N • • = M = a I I/i co M x /r cp � � oma { 00 II w v w I s � ,n W It =_A==== -\ =__ / ___� ___- } � V) Of ao �� m N B O oM +n € Z �u A11F C In M SURFACE APPLIED °D w m w m w O W - Z SURFACE APPLIED m z SURFACE APPLIED z N W g FALSE MUNTINS OR 26 15/16" FALSE MUNTINS OR 26 15/16" 26 15/16' �d FALSE MUNTINS OR 32 3/4" �d DECORATIVE GRILL D-L. OPG. tO S DECORATIVE GRILL O.L. dPG. D.L. OPG. tO 0 _ DECORATIVE GRILL D.L. OPG. 'O 0 MAY BE USED MAY BE USED MAY BE USED 37" MAX. 37" MAX. LEAF WIDTH LEAF WIDTH W v i (X} (XX) {O) " STAND ALONE SINGLE SIDELITE °a o SEE SHEET 3 FOR CAPACITYw o w DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF , a 5 a SINGLE DOORS (X) DOUBLE (XX) i', � a � a DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME FRAME LEAF FRAME FRODUC I'REVISER W11DTH- WIQ EXT(+) INT.(-) EXT.(+) INT.(-) as complying with the Ftaridl. NIt-01-80 N n ijE1GHT WIDTH WIDTH HEIGHT 39-3/4 37" 98' 70.0 75.fl Acelp«Cade 19^06033.13 o a N o 0 76' 37" 98" 70 0 75.0 Acseptsacc Na �t N Lfpic�OMM Dais-_-1 t o 0 0 l caa 1&qw coww GLASS D.L,O, DIMS, Engr. JAVAO MM n o T D.L.O. HEIGHT = FRAME HEIGHT - -11.125 CML D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA. PE # 70592 0 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 CAN. 538 o a NOTE: 0 4 2015 NOTE: GLASS CAPACITIES ON THIS SHEET ARE drawing no. EGRESS REQUIREMENTS TO BE REVIEWED BASED ON ASTM E1300-09 (3 SEC. GUSTS) Wl 2--08 AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCAOS-DEC-219 sheet 2 of g (li O DESIGN LOAD CAPACITY - PSF 148" MAX. w DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH 00 o STAND ALONE SINGLE SIDELITES (SEE NOTE BELOW) HEAD Ec SILL ANCHORS N SIDELITE SIDELITE WITHOUT SIDELITE SIDELITE WITHOUT WITH AT STILE ENDS Z FRAME FRAME REINFORCING FRAME FRAME REINFORCING REINFORCING CLUSTER OF (4) AT 3" O.C. J (4) ANCHORS* WIDTH HEIGHT WIDTH HEIGHT 6AT HEAD/SILL 12" a INCHES INCHES EXT.(+) IMT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3` MAX 24 70.0 75.0 cl 24 70.0 75.0 70.0 75.0 5" MAX. TYP HEAD li O o m 30 70.0 75.0 30 70.0 75.0 70.0 75.0 HEAD/SILL F F A SILL pCORNERS ,I' �� ,�� 1�� '�� a 36 82 70.0 75.0 36 82 70.0 75.0 70.0 75.0 s �jj �• • 37 70.0 75.0 37 70.0 75.0 70.0 75.0 _ _ ""• a • • • ••••• 42 61.7 66.1 42 61.7 66.1 61.7 66.1 l I � •� / I I \ •I`4• • • • 24 70.0 75.0 24 70.0 75.0 70.0 75.0 • ••• M • • ••••• • Cwr1 0 30 70.0 75.0 30 70.0 75.0 70.0 75.0 ! / \ d Q a rTj i•••• 36 86 70.0 75.0 36 86 70.0 75.0 70.0- 75.0 it 11 / 100 M i \ • i1I 1` ..} • • II ---- -�-/- 1 1 3 ••:••• 37 70.0 75.0 37 70.0 75.0 70.0 75.0 ==-=11----- ==-t�7�--- I i \ • j ••••• 42 61.7 66.1 42 61.7 66.1 61.7 66.1 I I XI I i \ • I>V Z (4- �} • •••••• 24 70.0 75.0 24 70.0 75.0 70.0 75.0 I / j j 1 I \ • i9 M _ • •• _.._ • 30 92 69.8 69.8 30 92 69.6 69.8 70.0 75.0 � 3b H I I / I t I I \ - ' � �; 64 1 700 75 • � •••••• 64.1 64.1 36 .1 64. . .0 =-==�t===== l=_ _`__= s 1 • til /ly / I1/� I I W� \ /� • i••••: 37 63.3 63.3 37 63.3 63.3 70.0 75.0 w a ,((y, �, ; co �/, 10 c� ,/, = *00 A • • 24 63.3 63.3 24 63.3 63.3 70.0 75.0 r O /Pits/ II�/ I I to // C> m v 6M co o 30 98 57.8 57.8 30 98 57.8 57.8 70.0 75.0 o i( i I �/ i i m / m o r -1 rn Q 00 g v� _....�L----- -----U I I J m 36 53.1 53.1 36 53.1 53.1 70.0 75.0 ==---1T----- --t1----- I t 0 37 52.4 52.4 37 52.4 52.4 70.0 75.0 w st 11 v o W REINFORCING II \ 11 / AS REQD. II \ It LO K OP10 S z SEE CHART #1 OR/#2 ``' >- W LL: 11 11\ I 1 (0 TSON 1 S 0 ) z (n ao I1 11 1 I SE SHEET .1 vI DESCRIF TIO 3 N v O C00 Z 3u- 00 INACTIVE ACTIVE - �, g 3 Z �, t„ O o v 39-3/4" MAX. (SINGLE) SURFACE APPLIED m t" W rn gUJI SINGLE SIDELITE WIDTH SIDELITE WIDTH 76" MAX. (DOUBLE) FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" gd o DOOR FRAME WIDTH DECORATIVE GRILL O.L. OPG. D.L. OPG. D.L. OPG. MAY BE USED NOTE: 37" PRODUC r REVISED FOR DOORS CAPACITIES SEE SHEET 2. LEAF WIDTH h" FOR Ike + FOR SIDELITE CAPACITIES SEE CHART ABOVE. SIDELITE FRAME WIDTH 39 3/4 MAX. (SINGLE) AtttpUscc No 1 06C • '7 o LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" MAX. (DOUBLE) 6>�ka/Mw Deft-527-0 � 9 c WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH t ° a o w 1S1•��1 a� � w (O X XO) #� �tC•rct�t ` W U a rw- a a a a MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 N GLASS D.L.O. DIMS. O N O O D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" to o g D.L.Q. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 4) 0a m o N O I Engr: JAVAD AHMAD CML N PE # 70592 A.N. 3535 y a NOTE: d GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) r 0 2.015 drawing no. AND FLORIDA BUILDING COMMISSION W12-08 DECLARATORY STATEMENT DCA05-DEC-219 - - - - - - - - - - sheet 3 of 9- l PROPERLY SECURED 9/16" MIN. TYPICAL ANCHORS EDGE DIST. 1 BY WOOD BUCK 20RY W000 BUCK L) THROW BOLT EDGE DIST. SEE ELEVATIONS W000 STRUCTURE PENETRATION FOR SPACING '-" o a; EDGE DIST. SEE NOTE SHEET i METAL I a _.D: •' _ h + _d ♦4 ` �a.' 4 .` EDGE I$ EDGE 01ST. STRUCTURE N Z � ,. I �*• �. a {� I 25 I I N 0 O7XTYPICAL cn o CL • "- v=i w � � • •V•p e~i • : i •• Li • ••••• 33 I I TYPICAL ANCHORS CHORS TYPICAL ANCHORS • .�•� La M 0 .SEE ELEVATIONS IONS SEE ELEVATIONS A•4 Q Q 0 :•••• I I FOR SPACING FOR SPACING FOR SPACING • 7 I 1 •�•��a • • ••••• ------------ ------ •••�� j -------- --------- • •wU) .: P ••••• MIAMI-DADE COUNTY APPROVED j . .j•z M J • • I CLIPPED MULLION I • �j SEE SEPARATE N A j� • Q �2 f ••••• 11 II i • • ••••• I --------- ------- • ---' _ • • J o J • cr Q:: J I it S m w GLAZING OPTIONS w M SEE SHEET 1 TTjYjPICALNCHORSATIONS �`' } w r FOR SPACING z (n ap 6 1- i o p 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS S 3 60 m M w \ '� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 O 0 M co o W THEM TO. THE BUILDING STRUCTURE. = Z � • J O } 3i y N TYPICAL ANCHaRS SEE ELEV. FOR SPACING W O `f a V w w 177 KSI, Fy=155 KSI) N w cn P1T28Y W40fl�BUG1R W -STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY PROD11Cf REVISEDw o Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) uj ply�With tilt Fiorid� o 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) � AaepLwc!NO 1 -D O �w ` w DIRECTLY INTO CONC. OR MASONRY 6>pkalb+w l>ktt'�'t�IQ- - a o a 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) tra.-C,t a a 7A 7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) rLA CarM�1 v 14 SMS SELF ORILLP St'f2EW, bRADE 2 CRS) 33 I I INTO Evi1AM=1D"E-C' I�TY7�PP2_ ULLIONS (MIN. THK. = 1/8") 112 N o yc4 B ; i 2s 2 INTO METAL STRUCTURES ° o o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) < m 25 I 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS c (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N E?GE DISTANCE Engr: JAVAD AHMAO CML c4 PE 70592 o n I O'CNCRTEiT7D�FvT ONRY = 2-1/2" MIN. N. 538 10, o ° INTO WOOD STRUCTURE = 1" MIN. g u a' 4 INTO METAL STRUCTURE = 3/4' MIN. 4 ZM EDGE GIST. TYPICAL ANCHORS 1/2" MIN. SEE ELEVATIONS WOOD AT HEAD OR JAMBS SG = 0.55 MIN. drawing no. THROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W12-08 - -- - - sheet 4 of-9 � +.. ._ - .. _ n r.�.+.�r� ...•r .. --. �^ W�y'7,:'. a�f�.;';r'�' fiEt�C • .r„.. 1/4- MAX. /�� O - .— { (; ) CONCEALED FLUSH BOLTS 1/4' MAX w SHIM F \Y/ LEVERS AT STILE FACE SHIM 00 3 18Y cu TYPICAL ANCHORS . WOOD BUCK ZSEE ELEV. ti 3 FOR SPACING 16 ACTIVE LEAF Q z Cie w a 26 13 _v w 0. 0. a 24 0 0 0 w M w p 0 ii. .� TYPICAL ANCHORS do- Q•• • •••• • 1 - - f �} ;�• SEE ELEV. • •� • •. • W •p j FOR SPACING •• •�•0 M•• • ••••i• •• itL<t4 0 tL 3 23 �. .. •- •�t•00 - • - ••••• t9 25 y EXTERIOR ° .• .�.�3 06:66• u�to i O.L.O. •• •Ii, Z _ • 6006•• METAL STRUCTURE37" MAX • �il�rZj m Q J SEE SPEC SHEET 4 LOCK OPTIONS • Q•W rl 20 • ••••:• LEAF WIDTH #1 OR #20•• • • 39 3/4" MAX. (OPTION 2 SHOWN) • ...... SINGLE DOOR FRAME WIDTH SEE SHEET 7.1 6 =! ••• • • FOR DESCRIPTION 1/4" MAX. U o 1/4" MAX. SHIM C N c o 00 SHIM CONCEALED FLUSH BOLTS E 3 LEVERS AT INSIDE FACE OFSTILE CONCEALED FLUSH BOLTS 2BY WOOD 7TURE CK LEVERS AT STILE FACE-\ TYPICAL ANCHORS OR Ld SEE ELEV.' WOOD STft FOR SPACING 16 INACTIVE LEAF ACTIVE LEAF EE NOTE HEET 1 ��+ V) Ld z V) 00 �M _ 26 13 26 24 0 o p -5.. :iK -.:..:-- ... ... •.. .' ..... .. .. 6666 - - _" - � • -. ,6666 .. -. . o _ '� _ w o Z} o bj Lu o w 0 t� _ •. - - w U r- J LL, W rn ° 23 13 25 TYPICAL ANCHORS 9 it 10 SEE ELEV. O D.L. . D.L.O. • 19 FOR SPACING110N #2 LEAF WIDTHK'02 EXTERIOR g c � LEAF WIDTH o a zw W cr 76" MAX. v a U cr DOUBLE DOOR FRAME WIDTH of Zi o i a z z REVISED 2 POINT LOCK ASSEMBLY as omNlyia=wilt thc Florida 4 POINT LOCK ASSEMBLY bwtNexCada rri N 0 In Actspiaace No 1 Ob a •► °S W N N INACTIVE LEAF ACTIVE LEAF F.>,piraM+a Data + 20 l ° O N o 0 > 0 0 0 b is � gam � 26 A(s att Dl�r huittei Cwrd N _ En9r: JAVAD AHMAD 0 n . ui CML FLA. PE # 70592 N v A.N. 3538 "� 5 b V EXTERIOR drawing no. SE DOOR DW12-08 ETAILS LOCK OPTION ¥1 _ - sheet 5 of g U ° U TYPICAL ANCHORS o SEE ELEVATIONS 1/4" MAX 1/4" MAX. I FOR SPACING N EDGE 01ST. _ _ SHIM SHIM � 3 1B . WOOD BUCK 0 tL 7d • TYPICAL ANCHORS }. W 1 - SEE ELEV. Cq FOR SPACING 16 c A . 0 ::. ,; we O 1 M u 22 a 0. O � N �•° a . ' ..... 4 N - • ow � • • ••••• W 2 w TYPICAL ANCHORS • •0•�Q q g • • o SEE: ELEV. -a •••• w e� FOR SPACING • pp • - w •L1•M O H ••••• • 1a EXTERIOR �iD 4 • METAL STRUCTURE • - SEE SPEC SHEET 4 42" AT 86" HT. • :0066: 37" AT 98" HT. = ••• MAX. SINGLE SIOEUTE WIDTH PRODUC P REVISED � (� o r�cumplyki with the FkrW& J huddle;Cad o 0 Aeaptwt Nom^O Lb3•.i 3 g o rapt ows Z W M GLAZING OPTIONS REINFORCING SEE SHEET 1 #12 SMS 18 ASREQD.SEE 3 >- L�.1 = i 1/4 MAX,. O AT 5" FROM ENDS O z (n 00 SHIM . ' S AND 11" O.C.LLJ MAX. V) rn 6 3 0 O O N3 Q .•~ 4 CI J .. .. .. .. 00 . 16 rn w o ( o Z} O. 5 26 W 13 N O LLj N ( 24 Wm5 � ' 1 TYPICAL ANCHORS W SEE ELEV. in m FOR SPACING ,w u N 23 14 15 3 25 o a 9 4 O.L.O. 19 D.L.O. W W U a a EXTERIOR o LEAF WIDTH °C Z c a 4A 39 3/4" (SINGLE) SIDELITE WIDTH 76" (DOUBLE) c V N N p N 0 0 MAX. DOOR, FRAME WIDTH y o 0 0 2 ` 0 a m u O MAX. UNIT FRAME WIDTH N Engr: JAVAD AHMAD rt t v V) CML i o FLA. PE 8 70592 o n 22 CAN. 3538JU a v v u • • ' °' .b. a o• ' Browing no. c EOG£ DIST. TYPICAL ANCHORS S i A 2015 W I G- OS FOR ELEVATIONS SIDELITE DETAILS sheet 6 or g ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS ��/ w 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 0 I 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6063-T6 - Z j 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - Z N Q 4A E626 - SIDELITE 9' BOTTOM FRAME 6063-T6 - a ILa 5 E605 - SIDELITE FRAME JAMB 6063-T6 - O O M v 6 E606 - SIDELITE SLIP ON JAMB 6063-T6 d 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - p . 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 't • •• 8 E608 - LEAF W'STRIP ADAPTER 6063-76 - p `i• •• •• . .Ow 2 • •..... 9 E609 - LEAF HINGE STILE 6063-T6 - . ..1„� > Q g • {{�� • • • 10 E610 - LEAF LOCK STILE 6063-T6 - .v•y� ti�� '•' 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - co • 00000•:••� 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - ' Aouj N 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG d ',4 Z13A E613 - HINGE BACK-UP PLATE 6063 �W-T6 12" LONG o:t7 mZ I �• • ...... 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 ' 0 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - J 16 E616 - SNAP COVER 6063-T6 - I CO-, _ + 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN S co 18 - AS REQD. SIDEUT`E MULLION REINFORCING 6063-T6 - W 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. W .M.. 20 F61202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC, >. Ld co 22 #12 SMS AS REGD. FRAME ASSEMBLY SCREWS 23 #12 X 3/4- - HINGE INSTALLATION FASTENERS - FH SMS '7 in 24 - - 3/8" DIA. THREADED ROD STEEL - a O I tn ;25 -,,.Wl l323. - PILE VSTRIPPING WOOL ULTRAFAB � Z �L`Ji � 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDMS 3 Z} n w Cil o 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB N i 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. IU � H 29 E622 - FLUSH BOLT CUP NYLON - 30 OL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC in 33 #10 X 3/4- 2/ ADAPTER FH SELF DRILLING SCREWS - - N U w 34 - 2/ LITE SETTING BLOCK, 1/4- X 1/2- X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 m U O 35 - 2/ LITE SETTING BLOCK, 1/4- X 3/4' X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 0 N w a or W Ua w Iwo SEALANTS: a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. �y� yy. �c yyS�MM N �UDLIL�'l�LY�JEV C N as comoykm with t1 w MrldA O N O O _ in kD to m b*AagO O O Atcngsocc1�a ��6D3• ` Q Oo U E�►rir�Alw pate-z'i -. - Engr: JAVAD AHMAD tedOetC�ut� ` o CML N \ 31 FIA. PE 70592 o n C N. 538 ; v i v a o` r6 drawing no. EP ) 2.01!i W12-c ` sheet 7 of 9 LOCKS: �v OPTION !!1; OPTION #2- N ACL LEAF: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' CONVENTIONAL DOOR LOCKSET WITH HANDLE Z (2) LOCKING POINTS ENGAGING AT=INACTIVE LEAF AT STRIKE PLATE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM _ w 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON Q N a AND (1) AT BOTOOM ENGAGING FRAME SILL INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM O c o THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODSCONCEALED FLUSH BOLTS 8Y 'SULLIVAN & ASSOC.' C , 0 LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM (Ljj • 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL _INACTIVE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE • 3a • .0000••. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' LOCATED AT 10-5/8" FROM TOP AND BOTTOM • a' h • • • 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH (2) #8--32 X 1/2- FH MS •• �•O •• •••.:• HERO AND FRAME SILL •• a Q Q Q Q 0• • INACTIVE LEAF: THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS • • • • CONCEALED FLUSH-BOLTS-BY 'SULLIVAN & ASSOC.- - • .3 ti • " LOCK LOCATED AT 42-1/2- FROM BOTTOM 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL (4 IN 0 0;00 0 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE 0000 ?� •�. • •0000.• OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM •• tL Z 09 • •••••• LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2' FH MS • w g •0 • �-1 • ••0000 m • a 0000•• I I I I I 00 0000 0 • a m w — / H M I-LI LZLn t:irn O Oro tn to as COOPWR with the Florida o / Lvaift t�k C3Z o / zipwa bs Dat aq w W a�u Lu I i i � GLhd V)ACTIVE INACTIVE ACTIVE ACTIVE INACTIVE ACTIVE ' a o 4 O U C N d O a1. o W a c a N Zi4 aj " D 0: O N 0 0 m amo, •y O O o 0 ¢ m V HINGES: _ N 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE Engr JAVAD AHMAD M c' PART #FD-107 BY SULLIVAN & ASSOC. FIA. PE 1 70592 c n 3 HINGES PER LEAF CA . 3538 y a BOTTOM HINGE AT 10-1/4" FROM BOTTOM v' N L:! u TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS drawing no. (5) SCREWS AT HINGE STILE Wl 2-0$ (6) SCREWS AT FRAME JAMB - - — - - — - - - - — - -- — - - _ — - — - sheet 7.1of 9 - - - 4.000 7 �1.750-1 (] �I o 078 I-x-.519 .394 1 �.i3a 00 F. w .7L-' o 625 [ .803 .045 .803 -�-IFb= ,0 50 .803 .045 �_ Z 3 078 �fl I �� IT I / 5 4.031 1.047 -�{1.047 Fes- -M 1.172 1=- O a Y 4.750 Q a 2.062 d O ° M c�� t4 GLAZING BEAD 14A GLAZING BEAD 15 GLAZING BEAD 5/t6" GLASS 7/W GLASS INSUL. GLASS . u. • •••••. 1 DOOR FRAME HEAD/SILL rr. -1.5071 . �p • •••••• 4.000 1.507 I • 0 a d Q•� ' "•' 7 LEAF TOP/BOTTOM RAIL - - - - 0-94110; •�� w� 1.625 . a ° O{ ..:..' .0 3�,9- . 4.719 • Z Ul: •••••• 078 •• •4r Lo'L • • M Q ' '• 3.719 .078 ' ei ' •••••• 4.781 i a41 to • • i....i L= • • • .078 1.750 1.507 I �f 8.250 1.500 _j U o 7.531 312 J 4.000 F S ro s LEAF HINGE STILE o62 pRopucrREViSiL�t1 W M I tis eomµtykik with the Florida 1.507�I 5.344 b"mnyp 0914 Z V) �I 1.750 4.000 8 LEAF W'STRIP ADAPTER F"`I�'6, ,"p��. 93 V) �0 N� 0 .094 N SIDELITE TOP & BOTTOM FRAME �_ '°'f dict o p o - a 2.081 1.750 . 1.507 I _ 1 312 442 = Z . .LLj Fes- a5a -¢- y 078 329 � .o7a 7A 9" BOTTOM RAIL 12 1.584 w 0 �r o Iuj W rnm L 1.812 LEAF LOCK STILE 1,507 LEAF ALIGNMENT BRACKET .750 j-.281 z FRAME COVER 5.344 -i 687 .078 �{ 375 ra -moi . I �� W 1.750 2.081 .125 c 050 1.197 1.507 1.574 125 3.781 ° W W W j 3.719 �L .078 � U .154 I 0) z z 4.000--moi G t t3 LEAF CLAMP 1s SNAP COVER LEAF ASTRAGAL STILE goon HINGE BACK-UP PLATE in N h c d ^ " 8.281 0 10 N N 1.500 1.500 -�{ 1.250 18 �' 0 0 0 0 625 719 I 719 SIDELITE MULLION REINFORCING o t m N r 078 Engr: JAVAO AHMAO in u o CML 4.000 IL4.000 FLA. PE g 70592 o M 1.625 4.188 CAN.�J538 a: a .078Ls L 'v r 2.097 a v 1.507 I .078 4.000AEO j drawing no. 4A w12-08 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 6 SIDELITE SLIP ON-JAMB - - - sheet-6 of 9 ` V0 2222 w 00 22 0 N Zzilh j � J cl pN 0 IL Y� F0 A • •••••• /- �- ,(i//" Lam/ •• �ip T�•• ' •••••• .. a0 mw2 • w .. w �•� • •.... .. �, z N .9 . ...... BmS •' z • 41 • •••••• • ••• • • • U o J m a � LO C) +n Q 1003 V N DOOR FRAME CORNER v (n } w tZ z (nfE-'CID LO SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER So 0O o r I J .0 LL _ O CO W O d v U �w LCLi W rn:2 F PRODUC P[IEWSED ryeomOyIngwith The Mori& w bumbinewo 12 12 O�Itq ' s 1` y{ VQ y U 0 W W �Qj w a a III I ��IIID IIW-i tli�� 1 � C � 1C N N 0 p N O O En �L 10 A •y o 0 0 Q) 0 , m Engr: JAVAD AH'&W n R o ML i ap FLA. # 70592 o n C.A. . 3538 a D a U100 0 v` u S� 2015 drawing no. LEAF CORNER W1 2--08 - - - sheet 9 of 9 M AD�ADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-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 Prod".Gontrol Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade Cowity)reseiv"the right..... to have this product or material tested for quality assurance purposes. If this product dr matgtiat flils to perform in the accepted manner, the manufacturer will incur the expense of such (,e`sJing•and the IkHI may•••... immediately revoke, modify, or suspend the use of such product or material within jbgt jurisdiction. RER;•• • reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Goupty Pro 60bontrol' • ..... Section that this product or material fails to meet the requirements of the applicable•t"kiiug code.• . This product is approved as described herein, and has been designed to comply withthe Florida*UdildinC::: ...... a Code„including,the,,,idigh�C.elocity„Hurricane.Zone. •• I3ESC 7I`I+1: Series,"Eco-Guard 500" 0 Aluinioum Case�uea#Vl do v�I.� ••••:. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. OZ in CaseMent,Wdwe:...: (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by A1*'arooq • 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 Prodsic Coot of Section, IVIISSI<LE XIYIPACT T1NG: Ittd rnll Missle_I�t[c� ctRsittnt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA.is displayed,then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ®� IYQA No.15.0406.10 MIE►MFDADECOUNTY Eatplratan ate. M90 ..., t�`�age 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 06/23/15,1 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 see* 2)Uniform Static Air Pressure Test, Loading pPr FK TAS'202,94 s e e s @• 3) Water Resistance Test,per FBC, TAS 202-94" ;•; • 4) Large Missile Impact Test per FBC,TAS 20rxx: { " ••••:. 5) Cyclic Wind Pressure Loading per FBC, TAS 2W-94 .• 6)Forced Entry Test,per FBC 2411 3.2.1,TAN343-94 :••••• along with marked-up drawings and installation diagram of a c594ftwt wi;deV.,S. ••• prepared by Hurricane Engineering and Testing,Inc., Test Reports No. •• .•.... HETI-10-3150 and HETI-10-3151, dated 12/29/10, all sigmtand sealed by Candido •, F.Font,P.E. ` (Submitted under NOA No. 11-0309.06) •• •:. ;••••• C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'1 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. a rez,P.E. Product C utro Examiner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Ietter of conformance, complying with FBC-5�h Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No..11-0309.06) G. OTHERS ,•• '••••' ...... 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window.*,y.*qgVas, LIC 09 their •; Wi — L. Series "Eco-Guard 500" Outswing Aluminum Casement-• dow M.I.,0 approved on 05/02/13 and expiring on 05/19/16. 0000:0 •••••• 1 Manuel P'Q e , .E. Product Contro Ex iner NOA No.15-0406.10 Expiration Date: May 19,2021 Approval Date: July 02,2015 E-2 t f ECQ-GV SE -- _ I 37" o wlNDow WIDTH �rI 0 �1JTT �' o A RR$VAL-APPIS fid'' 1 $Y VENT WIDTH Z anp 3 COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER 29 3 e" C rn WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FALSE MUNTiNs / .. `� Z (SURFACE APPLIED) D.L. OPG. W I— w N ¢ MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. MAY BE USED x MIX Q a • CL LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A a z 0 .•.°rs m •••••• WILL APPLY TO ENTIRE SYSTEM. 2 i• -'v ; 0• •� � ,," �_'�_. .��_ ... .4` � •. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE aL : 0000:. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ••• .0 ti • :0000: HURRICANE ZONE (HVHZ). I I / •• C 0 0 ,f •.. 4�0 UjIt > r' 0000. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER _ F / A n. a Q0 •0:0 0 0 LOADS TO THE STRUCTURE. __-i�=== ••; p Q 0 _ 0 000000 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS C /i D •• to O N 00 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3 / �f 3 �• w y i � 0.0000 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE S ~ -===n--=== ` • •� C7 M • 0• :••••� NOT PART OF THIS APPROVAL. . x C W Ica a •• Q w • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `�° 30 A4 1 �_ • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. z w tO o _��_____ § o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3 \ if U o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ i� .J� J n REQUIREMENTS OF THE FLORIDA BUILDING CODE. \ii ,. 300 = `o ff \ z LO W V) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 2 If \ w t- SHUTTERS ARE NOT REQUIRED. } w U3 00 6 POINT LOCK z cn r- m 12" 3 3 cp r%7 MAX. 7" MAX. LOCKING POINTS �n U O i, .DESIGN LOAD RATING: + 70.0 PS HEAD HEAD/SILL SEE CHART p � SILL CORNERS z 00 _ OR-SIZE SHOWN-ORZSMALLE-.I- I $ � NO. OF WDW. HEIGHT KEEPERS Z o TYPICAL ELEVATION U2sO AT SASH (D U Q 38-3 8" 3 I 10 Uj Ld rn V) 1/8" TEMP. GLASS 50-5 8" 4 63" 5 3/8" AIR SPACE [::: 76" 6 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS ti 4 L o 1 v .090" Interlayer .090" Interlayer .090" Interlayer pRODUCTREVISED = b N o v DuPont Butocite PVB DuPont Butocite PVB DuPont Butocite PV13 as complyingc:with the Florida o r N N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By `Kuraray America, Inc.' guiidingcode ao a o Acceptance No 0 V•�i.! C z W ` W W 1/8" HEAT STREN'O. GLASS 1/8" HEAT STREMD, GLASS 3/16" HEAT STREWD. GLASS irationDate 0 C, a = 0 N z 7 D a SILICONE a: SILICONE a SILICONE BY DOW CORNING 899 � w DOW CORNING 899 w MI adoProBuctContto LU DOW CORNING 899 m m m N N NO 5 v ]i in E 3 (A GLASS CAPACITIES ON THIS SHEET ARE ° a 00000 g 9 oa S 9 g 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) v a " a \ � � 0 38 I it L cam u o w a ; ' u, 3A 0 i it AND FLORIDA BUILDING COMMISSION oil DECLARATORY STATEMENT DCA05-DEC-219 20 i 2010 i f 20 I f Engr: JAVAD AHMAD e7 n _o CIVIL N g O O_ p FLA. PE # 70592 0 �_ i Fr CAA. 3538 D > G 19 AT 1/4 POINTS o V �i w 21 ALL SIZES w a —_—� SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG drawing no. GLASS TYPE '!' GLASS TYPE 'AA' TO CLEAR BLOCKS GLASS TYPE 'B' W1 1 -05 — - - - GLAZING OPTIONS - - - - — J- 2 3.2015 sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS O SEE ELEV. 1 B w FOR SPACING WOOD BUCK - METAL ( '-------------------� D o a EDGE STRUCTURE I r-------------------z I EDGE m y e a d ° 4' ° a. DIST. I I MIAMI-DADE COUNTY APPROVED 1 I DIST. p Q qp d a a' a 6. .. e e I` MULLION & MULLION ANCHORS I o � Z I- 'd j °. - . ° 4 ° i I SEE SEPARATE NOA 1 j \ 3 0 z . . I 1 1 EDGE I j m p' W N I i n o� Q 0. o l � • • s A F • • 10 avi in .r +n • Y W1q) • • 1 •� C W U1 • • ••••• AA • •• bi CL Q Q• • ••i•• 2 al I` Q• •• •••••• TYPICAL ANCHORS TYPICAL ANCHORS •• rf! 0O N4. 0• SEE ELEV. SEE ELEV. .• w 3 ti • 5 FOR SPACING i FOR SPACING Z y *• •••••• • 0 NMN Q is•••• • �W a� • • • — -- Y - -EV. FOR SPACING g U a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Fu=177 xsl, Fy=155 KSI} LO d AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 000 0 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I Z o uj THRU 1 BY BUCKS INTO CONC. OR MASONRY x 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a } w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) in 0500 O N = W o a j DIRECTLY INTO CONC. OR MASONRY 3 co N o W �- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) = O o to zLn z E'' ;, 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z_ LL. 0wo W o (GI,D 2 CRS) 3 Z W o W INTO-VITfAt STRt CTUR Ln 0 a W STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) �„ W 0):2 W" 1 N ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) --------� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SOS OR SELF DRILLING SCREWS: (GRADE 2 CRS) S E, u i INTO MIAM�`DADE COUNTY AffROVED MULLIONS (MIN. THK. = 1/8") N o a o ' i 5 (NO SHIM SPACE) o 2 2 F=-- m N K a 13 TYPj AL EDGE DISTANCE - m 0 0 o w ¢ ¢ 0o 6 C�CONCRETE-AND�MAdONRY = 2-1/2" MIN, W o a z; tgy INTO WOOD STRUCTURE = 1" MIN. z 0 « 2 + t7 + WOOD BUCK INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, c =,:CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.+ a rxn C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm 2000 PSI MIN. v \ I \ I 8 / i e Engr: JAVAD AHMAD M u o da ° ° CML N \ x d °' FLA..lPE. 538592 N T o -d °�• O I O V L L ° a a' d. �" � o' ,°• PRODUCTREVISED ° . as complying with the Florida a TYPICAL ANCHORS 41CAL ANCHORS` puildi Codc o I SEE ELEV. ° SEE ELEV. A"Vpttmco No 4. 06.-lo drawing no. ° FOR SPACING FOR SPACING Erplmti EDGE DIST. IV `l t��Tr 1 1 ^O� A L-A EDGE 01ST. f ( IIy _ - - - - vtianti adc Product Con of -- - — sheet Ln 1/4" MAX. o 1/4" MAX 11 SHIMS - 1/4" MAX. Z 3 SHIM1BY SHIM Q Z 4A OC 5 @ WOOD BUCK F Z w 18 4 8 12 . d ....�. TYPICAL ANCHORS %28Y WOOD BUC •• .o TYPICAL ANCHORS SEE ELEV. •; ••••:• ----------SCREEN OPT. ---------------- o.. FOR SPACING W 00 STRU URE • :0.� jj • SEE ELEV. _ •• .m.p u •••••• FOR SPACING • a 7° 1 1/2 40: •Q •• • ••:..° ____ _ ___ _ _ ____ _ _ — — — — — — — - Woo? W 0 • • •••.• + N Wo a� 3_J: .. W •vp N g.0 • 7Ip JCS ct�9y Q .3 8 d TYPICAL ANCHORS a w ri tW- 1 EXTERIOR v SEE ELEV. METAL FOR SPACING (777 STRUCTURE D.L. OPG. N VENT WIDTH J J 1 WINDOW WIDTH 3 W z W u } W LL V 00 cfl fl) N MIAMI-DADE COUNTY 0 I� } APPROVED MULUON `0 Z 3L-J m SEE SEPARATE NOA _; :, mco TYPICAL ANCHORS z�j o SEE ELEV. FOR SPACINGoo Q 't'a to U w -- -, J, W rn Wj 1 I L�J II II II II N I I _ w in < Zn - m fl o I I 1 1 z 1 I + v n CD cc °zD.z vi N M N N WINDOW WIDTH WINDOW WIDTH 'o - Q N M N ul a � f: ri cc •� 0 0 0 0 0 CQ m U O W Engr. JAVAD AHMAD a o_ CML `j N FLA. PE # 70592 No _ C , N. 3538 a j PRODUt;rmv[SED as complying with the 14WW0 $ y Building Cock ILS /'�/�O1 Acceptance No �+'✓ �4 C.� Gx uutionllatc �Z,L drawing no. W1 1 -05 By J 3 ZZi Hiami ode Pro duct Con rol __ — sheet 3-of-63-of-6 G EDGE DIST. w O EDGE DIST. METAL r ----------------- o TYPICAL ANCHORS STRUCTURE II MIAMI-DADE COUNTY APPROVED II EE ELEV. FOR SPACING j MULLION & MULLION ANCHORS j Z op 3 SEE SEPARATE NOA Z Z EDGE DIST. I F' w ••go w S..b II I I . d iL ••0000 i LL_---_-- - -----_-_-�j •, •O a •i W •,M 0000 • V1 00 . • • O 15 = Lrzz I' 15 z i 15 • ,,,�� \ � ,• �•? �•• • 00:00• ALT. •• �O M O . 00000 .. ', a Q 0 ••••*• •• Q•dl i` Q-a, � •• i •- �� (> 00000 • tL ,.�• • TYPICAL ANCHORS TYPICAL ANCHORS • !L �•h • SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING Z w •• Q wcl � r- -i _( to v J I 3 'r OD 0 3 f/N• 0D Zc 0 W W V } w in w 00 z V02 � p oto co 1/4" MAX. Z � OCLL_ coo - SHIMS 15 ALT. = Z W tn p J .M. U5 0 LLI � J TYPICAL ANCHORS N W rn ~ SEE ELEV- FOR SPACING °- ' L_1�4 w TYPICAL ANCHORS p m Woo W SEE ELEV. FOR SPACING d P U W Q Z Q A d a U 7 a U PRODUCT REVISED (' z a o o: z � z o as complying with the Florida BuildingCode .. Q L�.ao Acceptance No t� n n O Pirotion Data �Zp2 2. Q N M N ALT. UY j o 00oa lw ade Pro uct Con rol a m U o w 15 N INSTALLATION -DETAILS- WITH -FLUSH FRAME ADAPTER Engr. JAVAD AHMAD M ,u o - ' >•1A. PEs 70592 N CA 3538 v. p' d�r/owing no. EDGE DIST. ' rY l 1 —05 - _M 2 3 2015- sheet 4 of ` 2.750 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� w 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - o .500 2 E502 4 VENT 6063-T6 - 1.330 3 FY108 AS READ. GLAZING BEAD (5/16" IAM. GLASS) 6063-T6 - Z h 3 062 3A E505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - !- 38 FY109 AS READ. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 W • 4 E508 AS READ. SNUBBER - VENT, FULL LENGTH 6063-T6 - • (Lcc 0 • .078 2.821 4A - E509 AS READ. SNUBBER - FRAME, FULL LENGTH 6063-T6 - v` ••• W ••�} •••••• 1.893 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - - • • 7 #10 X 1-1/4', AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS • u i•��• 8 E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFA13 �•• •• - • ••••• ib. • • 9 E203 AS READ. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAS tq•• • •'••• 10 35.12.00.400 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) X10 X 5/8" SDS • 0 IL Q Q•g • • FRAME HEAD/SILL/JAMB 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH v ai oil • •••• • 12 - 6/ VENT KEEPER STEEL - • ,'�� 2.354 13 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH • 4"`3 N I• •••09: • W V) p • 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - - '•Z N �. • —1.330-115 FY120 AS READ. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Q W 8L8 2.6 F 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS .062 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - - 3 Y�1 18 #8 X 3/4 AS REQD. FH SMS SNUBBER SCREWS _ - IN PAIRS 2 APART, PAIRS SPACED AT 7-3/4" O.C. N 2.094 372 .500 69 19 - 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPOM DUROMETER 80±5 SHORE A J 0 062 2.813 20 FLB-50 - GIASS_SPACER - 1/8" HIGH SILICONE FRANK LOWE J Go .896 �2.b11� 21 - - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL co SEALANT: tn 719 :2590 15 FLUSH FRAME ADAPTER ALL JOINTS AND FRAME CONNECTIONS SEALED WITH w ~ SCHNEE-MOREHEAD SM5504 SEAM SEALER. ` >_ w 1.582 —1.750 v in Of-c0 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. z o r-_ m to M N O2 VENT .493 LOCKS: 0 in c, N0 � Z L 00 Sts 1 750 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMBFT � LLOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL o O d _j E.045 10 0 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. i':803 493 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES '�' W °' ~ #33489.00.0001 SPACED AT 12-3/4 O.C. MAX. 1.047 EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS t 4 CORNER KEY STAINLESS STEEL KEEPERS #31964.92 AT VENT z Li i GLAZING BEAD (5/16" LAM. GLASS) EACH FASTENED WITH (2) #10 Xi5/8" P FH SMS o a o SEE CHART ON SHEET 1 FOR QUANTITIES cz F W N x 0 m -�r-.130 } HINGES• L W Z a o Cr W W U 4 U ¢ a 03 780ac_�.t2o 4 BAR ST/ST HINGES #35.12.00.400 BY `TRUTH' PRODiUCi REMSED o a iv 803 .045 z s LOCATED AT TOP AND BOTTOM CORNERS as FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS Building Coda ni1 /��.�/'1 1.256 AcceptsnceAio i/'�T'V tJ E tratt DatC 1zoz C N M Y1 h LI.172 0 OPERATOR: v N M N 3A GLAZING BEAD (INSUL. LAM. GLASS) 4A SNUBBER - FRAME ,4iafW ode Product Co trot y o SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END 394 FASTENED WITH (6) #10 X 1" P PH SMS r245 OPERATOR TRACK #30175 AT BOTTOM RAIL Eng r. JAVAD AHMAD w o FASTENED WITH (2) #10 X 1" P PH SMS CIVIL N N Q FIA. PE N 70592 N �- 780 t 20 ; CA•N. 3538 o .80321 m °50 ANTI—SAG SKATES: L �I72° VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' drowin 1.047 f/ /(2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS 9 no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE J ' W1 1 -05 3B GLAZING BEAD (7/16" LAM. GLASS) _O SNUBBER - VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. _,JUN ;j ZO15 — sheet 5 of g - - w 0 c � z lL ••M Q a � ••• •/y Q u. �••••• i0MO �j ' • • ••• V _Q • • W 3ILIA �••.•• r to I I J0Ma j • i11110Q wr SIU a J J Ln Ln J I / I - vi Co Z W ' I I a } w � V) CO rn O oCq M tn o � � CD O -� i. � U �w N Wrn:2r VENT CORNER FRAME CORNER Ln N N N N 0 7C r Z z z z z Vj w n C •� 0 0 041C 4m U w Engr. JAVAD AHMAD ,q 9 0 CML N 5 CA FLA. PE # 70592 r z PRODUCT REVISED C.A.N. 38 • as complying with the Flovida o V BuildingCode //�� — Accepttco No" 15 +.j.O -AU Ex union Dace / 021. c—� Browing no. ByJUP 2015 W1 1 -05 Mi anu a e Produce Co' _ - - - - - - - - - - sheet g of 6 ,f4 I l M AM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC .•.. 9114 NW 106 Street 0000.. Medley,FL 33178 •• ••• • SCOPE: ...�.. .. . 0000.. This NOA is being issued under the applicable rules and regulations governing,tAe,use of con§tructioi.... materials. The documentation submitted has been reviewed and accepted by Mig%W Dade (:Mifltf RER;•• • Product Control Section to be used in Miami-Dade County and other areas where►allcwcd by the Authority.:..' Having Jurisdiction(AHJ). 0,00000 09006 000000 This NOA shall not be valid after the expiration date stated below.The Miami-Daae E"ty Produet Control •, Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dadd County)re$rye she right•0 0•• to have this product or material tested for quality assurance purposes. If this plodud or material fails t5....: perform in the accepted manner, the manufacturer will incur the expense of such testing and ire AIJ 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,.includin the he Hi Veloci Hurricane Zone. DESCRIPTION:Series"Eco-Guard 560"Aluminum Project Out Window—L.M.I APPROVAL DOCUMENT: 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., 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. a MISSILE IMPACT RATING-.Large and Small Missile Impact Resi�ta�t LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. iffMIAMI-DADE COUNOA Nm,15-0406COUNTY ... Z 0 ti 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) • •••• •••••• .. 0000 2. Drawing No.W11-08, titled "S-560 Aluminum Project Out WdW.4L.M%�*, sieets.l...% through 6 of 6, dated 02/24/11, with revision E dated 06/23/1 f-prepared by Ail-Farooc. Corporation, signed and sealed by Javad Ahmad,P.E. 00.0 ;000;0 • 0000 . 00.00 B. TESTS 0.00•• 000004, 00 0 0.00• .. .. •• . 0000.. 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94...... 2)Uniform Static Air Pressure Test,Loadingper FAC T4�.�Q;-94 ••••:• 3)Water Resistance Test,per FBC,TAS 20294 0 :0 0 0.: 4)Forced Entry Test, per FBC 2411.3.2.1,andofAl 202-W o 0:0 0 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 verificatiod calculations and structural analysis, complying wiih FBC'5111 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 Coutr IE aminer NDA No. -0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. 0 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014 •snd of no financial interest, dated March 17, 2015, issued by Al-Farooc;Cc�pration'Stgned ant?••,• sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-IUQ Wd • HETI-10-3151, issued by Hurricane Engineering and Testings Ina'dated 12/28/10,a:r signed and sealed by Candido F. Font,P.E. •••• ••••• (Submitter)under NOA No. 11.0309.05) "" G. OTHERS 1. Notice of Acceptance No. 13-0206.06, issued to Eco WindowZyAws,LLC for their:....: Series "Eco-Guard 560"Aluminum Projected Out Window—e l*, approve pn • 05/02/13 and expiring on 05/26/16. i Mn ue r .,P.E. Product Con rol E aminer NOA No. 5-0406.09 Expiration Date: May 26,2021 Approval Date: July 02,2015 E-1 _Z. ` 53 1/8- 37- [ 0 WINDOW WIDTHWINDOW WIDTH 00 51 1/8" 35" 0 FALSE MUNTINS VENT WIDTH VENT WIDTH (SURFACE APPLIED) Z n 3 MAY BE USED 45 1/2" 1 rn 29 3/8" in O F D.L. OPG. � m w x " w N a A z O.L. OPG. �Z )h I aim A ¢cy- Q a 2 10 �' 2 n 00 !� O o 0 O W fx"7 U I �' IdF- • • 11// \\l i 1 , / I I ` I • ? h•• • 0000•• C y rl cv t/1Ca 0 I ` • •d • • • Q C I I ' •• • •Q' >cli Q•O 0000•• LJ T M 3 Lf) S M ---- --I--t---- ----'r1-- ---- I ----I--- t I U) • 0000•• p Z N / I I i t \ ~ i I \ m I, • •� W •�•, H 00.00 z Lu • •0.0• 3. In T .. _. . ...... WOW. WIDTH WDW. HEIGHT F / \ �, \_ _ \ _ 0 19-1/8. 53-1/8" / 8 I I I t \ ,,� o F- to J IY :• 4 w rl •• in z v / I I ` • • 26-1/2" 53-1/8- / 2 \ z w 0000•• 32" 53-1/8' ------- -------, I • � (� 000 .0••0. 37" 53-1 8" / -- - I I 00 42" 46-3/4- li J J 910 48" 40-7/8" 9 3/4" / II W J 3/4- 53-1/8" 37" 7" MAX. MAX. U g ii U HEAD/SILL HEAD LOCKING POINTS N CORNERS SILL SEE CHART2 e ' O 1.- M MAXIMUM DESIGN LOAD RATING + 70.0 R&F TYPICAL ELEVATION N0. OF `(FOR`S►ZES" bWf iABOVE OR'5t EE - WOW. HEIGHT KEEPERS • w _TO AT SASH p F_°� r 26" 2 12 1/2" a- 3:: N M NOTE: 38-3 8" -- 3 MAX. 6" MAX. g 0 O r7 ,N GLASS CAPACITIES ON THIS-SHEET ARE 50-5/8- 4 HEAD HEAD/SILL z O - - BASED ON ASTM E1300-09 (3 SEC. GUSTS)- - 53-1 a" 4 SILL CORNERS = Z AND FLORIDA BUILDING COMMISSION TYPICAL ELEVATION J¢ 3 Z 0 DECLARATORY STATEMENT OCA05--DEC-219 CD U o w W rn� Uj THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1/8" TEMP. GLASS SHUTTERS ARE NOT REQUIRED. PRODl3CT REV1S® 3/8" AIR SPACE ascamplyln8With ftFtodda ISC�—GIJAI U SERIES-5,60 DuitainsCoae 9— ��/ t - 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS Acceptance No- 'pi FRQJECT-AUT . ��I)a ExpiruitonDatc �p��„• = m m .090' Interlayer .090" Interloyer APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE DuPont Butacite PVB DuPont Butacite PVB B 'Kurara America, Inc.' B 'Kurara Americo, Inc.' By Daae ProductContro o W o 0 o W COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER y y y y WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 3 o 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL D z � a SILICONE n SILICONE WILL APPLY TO ENTIRE SYSTEM. w DOW CORNING 899 �7_ wDOW CORNING 899 m zm THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE (n I v r ai n REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY la HURRICANE ZONE (HVHZ). \ " 3 19 > U') m 3A n SETTING BLOCKS ATc a m v o W WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LAM. GLASS AND INSUL. LAM. GLASS LOADS TO THE STRUCTURE. 20 20 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr: JAYAD AHMAD` o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o_ o CML N aa 0: FLA. PE A 7 92 cv \ s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE F CA.I. 35 o a NOT PART OF THIS APPROVAL. w 19 AT 1/4 POINTS ON LITES w 21 AT 1/4 POINTS A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - WIDER THAN 36" ONLY 19 ALL SIZES v u ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. -" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �' ' �. GLASS TYPE 'AA' drowing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE JUN 2 3 2015 W1 1 -08 _REQUIREMENTS-OF THE FLORIDA BUILDING-CODE., _ _ _ _ GLAZING OPTIONS - - sheet 1 of 6 EDGE DIST. TYPICAL ANCHORS r, SEE ELEV. FOR SPACING 1BY �w 00 WOOSUCK EDGE D I -----``-- _ - —— —- _——— d DIST. STRUCTURE IMfAMI— ADE COUNTY APPROVED ° I MULLION & MULLION ANCHORS 1I om W A' d I 0c�i Qi SEPARATE NOA EDGE O V) CD 0 I EDGE 11 } o I O C( a I 1,' DIST. i i nmi o ~ o_ 8 --- ----- -----� O CL O M O 18 I x I x aI p 4A = =lin V M . •rl • 7 4 • f �M•Q • 1 00000 • 2 TYPICAL ANCHORS • %00�• •• :0660 TYPICAL ANCHORS TYPICAL ANCHORS • �;. O•a •• SEE ELEV. SEE ELEV. SEE ELEV. 44 to �a•^ 00000 FOR SPACING FOR SPACING FOR SPACING • •Z lA_. • 5 1 r ��•v •• ••••• es %d 0 M< spul 000 t •• •ZW eI g • - TYPICAL ANCHORS. SEE ELEV. FOR SPACING '• J ••• •••• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �f SLA: ,ULTRACON BY ELCO• (Fu=1 7 KSI, Fy=155 KSI) J AND TRANSFER THEM TO THE. BUILDING STRUCTURE. NT0 2`$'4_W0U6 CIZS_R 1fi+00D STRUCTURES L CD 00 CD 00N - 1-1/2" MIN. PENETRATION INTO W000 (HEAD/SILL/JAMBS) 3 Ln 0 j THRU 1BY BUCKS INTO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) In w = a0 a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .o (n �oo fl- 0 `o -- I DIRECTLY INTO CONC. OR MASONRY tl 3:' M N a z _j1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 'i' 0 >. ? > X a 1-1/_4" MIN. EMBED INTO CONC. OR MASONRY ,(JAMBS) Z Z L W _ 00 14 SMS C}#2SELF (TRILLING SCREWS'` (GRADE 2 CRS) a z o ll W INTO METAL STRUCTURES � O o .. N STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) N W rn i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I t oil 8ELF DRILLING SC_ RFW (GRADE 2 CRS) 5 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o N Wo I (NO SHIM SPACE) = N o 0 13 < o W W 18Y HT6-°t;OTtTCREfE"""A1`70 MASONRY = 2-1/2" MIN. WOOD BUCK INTO WOOD STRUCTURE = 1" MIN. o 2 17 INTO METAL STRUCTURE = 3/4" MIN. in OX 16 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c m CONCRETE AT HEAD, SILL OR JAMBS Vc = .3000 PSI MIN. 1 C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN. i c I 8 _ e o Engr: JAVAD AHMAD p 1 0 .I a 4eC L a a. i 4FLA� 70592 538: a a. e ! a '° ° °• p' PRODUCT REVISED d as complying%vith the Florida v° �i _illj a TYPICAL ANCHORS TYPICAL ANCHORS Building Code "1 zO�� ---� SEE ELEV, ° SEE ELEV. Acceptance Noll �P. 0 drawing no. F A 1 4 OR SPACING FOR SPACING Ez iratio Aate lipP/�, W11 08 EDGE GIST. i i EDGE DIST. By h4iami adz Product Co tro k � O �r U W 1/4- MAX. 1 I 1/4" MAX O 11 SHIMS 1/4" MAX Z leyn 3 tq SHIM TT 5 WOOD BUCK SHI0 Z 1-1 Z_8 12 — Q w H v TYPICALNCHORS X2DUB �' VO TYPICAL ANCHORS �(� FOR SPACING O W SEE ELEV. `— -------SCREEN OPT. -------------- v a 3gro 9609:4 ui FOR SPACING - a/ p U. G �••• • d 0 n-4 •: �•W j : • • w C ••.••• •• •_ZIn • ••••• 8 i 0 q TYPICAL ANCHORS •• •�•W TI }-++ • •••• • EXTERIOR ; SEE ELEV. • METAL v FOR SPACING • • • • ••••i• STRUCTURE D.L. OPG. • •�• • • • VENT WIDTH • '— •••••• • t) ... o J �f• I WINDOW WIDTH o'no vi (o W M O .. F- In w � W >- W t¢i 0 �00 d MIAMI-DADE COUNTY TYPICAL ANCHORS g rM7 ,q APPROVED MULLION SEE ELEV. FOR SPACING O O I SEE SEPARATE NOA z J v> 00 Q 32 a O �_3 M to U p N Lj LU I I - II II o En w < N U v on N 2Z '- II II + mc33� 00 V Q U .-UDUCT REVISED Zi o d o s complying with the Florida z ' Z EXTERIOR -Juilding Acceptance.No 1 —ckgo(p OG} / �jIRO ci r� n Expi tion Dal c t20Z0 WINDOW WIDTH WINDOW WIDTH o 13Y .0 o000 �, o N n °i n Ai ade Yro uct Control ` o < m o w - - - Engr: JAVAD•AHMAD v. u a - CML a FLA PE 70592 0 Y . D o s drawing no. oto w i 1 -08 - - - - - - - - - - - - - -— - - - - - sheet 3 OE6:) - - p EDGE DIST. U w EDGE GIST. F�------=---—---— o TYPICAL ANCHORS METAL II MIAMI-DADE COUNTY APPROVED II I u SEE ELEV. FOR SPACING STRUCTURE j I MULLION & MULLION ANCHORS I j SEE SEPARATE NOA Z Zj EDGE 0�I 2 Z N - .e , •' W DIST. t I F I pd II a N a �L_---- 15 W I 0 O z t5 = 15 •• • \ (j Qm .. ...... ALT. •• a K >(9• • • • o.,04 0.00•• TYPICAL ANCHORS TYPICAL ANCHORS •• Z t1f •A • : 0 SEE ELEV. SEE ELEV. • - t0 • FOR SPACING FOR SPACING •• 2 NMM •�I • .0000. 004 04 W c� • • 0 • • • 000000 • •: • • • • 7 N •0000• •0)• 1 3 Go GoW to O W 0 LLI 3 V �00 0 �r rn d th rn O04 oto w 1/4" MAX• ��J � Z_ �� SHIMS 15 ALT. a 3 z ui 0 C:) p .t . 11., U ��w TYPICAL ANCHORS -A 4 N Lv m SEE ELEV. FOR SPACING 4 4 P jC/�1 F mUm to T 'r 4 W ' a 4 � N K a f=!1 A 4 1 1�4• C u = (n o TYPICAL ANCHORS y 4 m o 0 SEE ELEV. FOR SPACING 4 , � a 0 4 w a ffA ODUCT REVISED z � $ ncomplying with the Florida ce ng Cods •O� O ceptnon at �Zo22 N n 10 10 iou Dau o ALT. B > 0 0 0 0 0 Y � bliaml ado Product COniiu � 15 ` INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAD AHMAD •II o CMLI CIA N FLA. PE # 70592 0 _ C.AJII 3536 n 9 0 7 DV d d' D O Y v. o ' 2 3 2015 drawing no. EDGE DIST. YT 1 1 —08 - - - sheet 4•of �} 2.750 ITEM PART f QUANTITY DESCRIPTION MATERL41 MANF./SUPPLIER/REMARKS �V 1 E501 4 FRAME HEAD/SILL/JAMB 6063-T6 - - 0o .500 2 £502 4 VENT 6063-T6 - f 1.330 3 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - Z ti 3 062 3A £505 AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 0 1- q_ 4 E508 AS REOD. SNUBBER - VENT, FULL LENGTH 6063-T6 }� Z Q a. 4A E509 AS REQD_ SNUBBER - FRAME, FULL LENGTH 6063-T6 O O m .078 2.821 5 E506 OPTIONAL SCREEN FRAME 6063-T6 - O W t U 1.893 7 #10 X 1-1/4'1 AS REQD. FRAME AND VENT ASSEMBLY SCREWS - H WS SMS d tj 8 £203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB X c a _9 e}•• •£203 AS READ. 0 UD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB V400 • 00.0.0 10 35.12.00.400 2/ VENT 4 BAR HINGES ST. STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8' SDS ' �'C W m•g • �• 11 13096.92 1 - MULTI POINT LOCK SYSTEM - TRUTH • a d Q Q��1 •••• • O FRAME HEAD/SILL/JAMB 12 31964.92 AS REQD. KEEPER STEEL TRUTH • Q°� a ' ` 13 52.13.012 t VENT ROTO OPERATOR "see: / _ ZAMAK/STL. TRUTH, AT 12" FROM ENDS �0 N • • • 2 354 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - <w 3 Bio 0 ••••• 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL • M J•e • ••••• 1.330 - • 16 - 2 ANTI SAG SKATE, AT 4-1/2" FROM EACH END NYLON M&M PLASTICS ' W �' • •• • • 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - ' - • 18 #8 X 3/4" AS REQD- FHI SMS SNUBBER SCREWS - IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4' O.C. r ••••• "•'�' 14 - AS REQD. SETTING BLOCK, 3/16" X 3/4' X 4" LONG _ EPDM DUROMETER 80±5 SHORE A • U •so o� •••• 2'094 .372 20 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE J •a'• TO 062 2.813 21 - - INSUL GLASS EDGE SPACER ST. STEL CARDINAL XL LO 896 v00 719 .590SEALANT: w M ALL JOINTS AND FRAME CONNECTIONS SEALED WITH V) w t 582 SCHNEE–MOREHEAD SM5504 SEAM SEALER. >- � 00 2,688 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. cn cp Q VENT O N 0652� LOCKS: z LO z 00 519 sao 769 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' M FT AT EACH JAMB o 0 - LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL co O Q U t 2.971 U r 803EFASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. 1 lil rn w 045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES t5 FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12=3/4" O.C. MAX. 1.047 L EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS t.7so STAINLESS STEEL KEEPERS #31964.92 AT VENT �3 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH. (2) #10 X 5/8" P FH SMS o N 493 SEE CHART ON SHEET 1 FOR QUANTITIES o0 Ln a N -�r .130 1.750 HINGES• a PRODUCT REVISED .803 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' N U 045 as complying vi the)Flol�de °� o Zd a rc z o ¢ LOCATED AT TOP CORNERS Building Codc C., �,�; •493 FASTENED WITH (3) #10 X 5/8",P PH SELF DRILLING SCREWS AcceptauccNo .✓ _ L1.172 E irntio Aatc 221, c N c a� 7 0 W OPERATOR: Isy s 3A GLAZING BEAD (INSUL. LAM. GLASS) t4 CORNER KEY -Ai ado Pro uctCo r01 v c° < m o W SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT MIDSPAN OF FRAME SILL FASTENED WITH (6) #10 X 1" P PH SMS 245 245OPERATOR TRACK #30175 AT BOTTOM RAILCL 4 £ngr. JAVAD AHMAD w v FASTENED WITH (2) #10 X 1" P PH SMS FLA. PEN# 70592 s CAN_ 3538 ;; 7810 -x.120 .7810 _ .120 o a ANTI—SAG SKATES: a H �I .720 h I�-1.259–�I—� NYLON ANTI–SAG SKATES BY 'M&M PLASTICS' drawing no. (2) AT BOTTOM RAIL AT 4-1/2" FROM ENDS EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ZQ1 W1 1 --08 �4 SNUBBER VENT 4A SNUBBER – FRAME w W z 14 O z N a Qa N Cl- 0 � o 0 0 O M O 14 IL .. / t] L6 �•• • CT►.. P •••••• ,�J •• Or O {�m • x > Obi i •• �,/ ... .O It Q �«+ . 000000 -- ... .Qa� ti � 00 .Q: N 0.0.00 .. .� z NP° 7 09.00 ...000 / / I 000 .. • 0 0000.0 00000 // ( • N • •0.00 .. U 000 . . / J .Jl 00I LO CO 3 v CO 0 o W N o In r` I a_ 3:: D r) N m O o r) J Li 0 - J Z ylj 0 Q p O 't- i U-) U �w N W rn:2 W VENT CORNER FRAME CORNER _ r a N u? R W yl InLn 0 NFC i! y Zn O ~ ~ & ~ 0 twEJ C3 9 7) � PRODUCT REVISED a) 0 0 � 0 0 as com t in with the Florida z z z z PY� g j Building Code //G Z>4.06.a(� Acceptance No ice+ ' j a./v J a EX iralion ateG�2/t c 0 Y .L a B �2 g b o 0 0 U add aCo > Cawvaw Engr: JAVAD AHMAD CML N NQ FIA. P£. 592 0 _ 'C.A.N: 3 a A DV0 V V drawing no. J W11 -08 t 4 ' J M IAM 1•DADS DIIA NII--RADE COUNTY,FLORIDA PRODUCT CONTROL.SECTION DEPARTWIENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2$99 NOTICE OF ACCEPTANCE (NOA) WVny.111l:1mldade.gov/economy i Eco Window Systems,LLC 9114 NW 106 Street Miami,Fl.33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of cpwt;uction materials. The documentation submitted has been reviewed and accepted by Miami—]Dade CSuat)6 PER Product Control Section to be used in Miami—Dade County and other areas where 40 d by the Authority .• Having Jurisdiction(AHJ). •••••• •• • • • This NOA shall not be valid after the expiration date stated below. The Mial-AF-139de County Product;.*@•; Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Mia>;rit'Dade Co4vt. l:reserve' the right to have this product or material tested for quality assurance purposes. If t�vroducT or materiah 6:06. fails to perform in the accepted manner,the manufacturer Evill incur the expense of�sJtCji testing�rj>, e. AHJ ...... may immediately revoke, modify, or suspend the use of such product or material.WF;lyy their jurisdiction. •• RER reserves the right to revoke this acceptance, if it is determined by Miar;i—ISade County product...:. Control Section that this product or material fails to meet the requirements of the apli dale buiVing code. This product is approved as described herein, and has been designed to comply N►ith the Florida.B lilding * • g-th DES'CR1iPTIQ1 :-Sent "ECO— 1ca€rc1ed"Afumlinum,Tube Mullion—L.M 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 Coulity. ducUCctDlt"QUI W, SSILE` ACT DATING:Large a>t Small Missilte Lnlpact'Resistan 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure *to comply with any section of this NOA shall be cause for termination and removal of NOA., ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. ' INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E--1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - NGA No.144529. MIAMI•DADE COUNTY f �� ,g tr ry O ,AD royal Date: October 23 x014; Page I I 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,Loadingpar.. RC,TAS 202-94. ...... 3) Water Resistance Test,per FBC,TAS 202;94••. -; ••;• • along with marked—up drawings and installation diagram of A'clipped aluminurfi•;••. mullion at fixed windows, prepared by Hurricane Engineerijg-*�,kestinr:brio., Te*t** *"• 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 2Q3-94• •• ' 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;"Loadingper FBC,,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window,prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS t 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by AI Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P. E. j D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). .E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. " Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I I F•. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5t' Edition (2014), issued by AI Farooq Corporation, dated 05/23/14,signed and sealed by Javad Ahmad,P. E. 2. Department of State Certification of Eco Window Systems,LLC as,a limited liability company, active and organized under the laws of the State of Florida, date4.03/21/13 and signed by Kurt S.Browning, Secretary of State. ••"• **Do:* 3. Laboratory compliance letter for Test Reports Noy*••�RETI 1!4192A�• • HETI-08-2192B, HETI-08-2166A and HETI-08-21(ff•• all isgued by • Hurricane Engineering & Testing, Inc., dated 01/15/09,•6p id and•:paled ley'••• Candido F.Font,P. E. •••• ••••• 4. Proposal No. 08-0236 issued by the Product Control, dal'd'd Td/04/08•,•sided bp'••• .. .. .. . ...... Manuel Perez,P.E. •••••• • . . . . . ...... G. OTHERS ••••• 1. .. ... • None. • t { f / 4 Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0529.16 )Expiration Date. October 23,2019 Approval Date: October 23,2014 E-2 o I a z n --------- --------- T----� T--7C ?C----- --� 0 `Y O_ II "M Td 11 JI JI t T----TTillir------T- .. If III I i I rt�l I w J O G IT D IIJ! __ a 4.000 I! 11 Ifj _--- III If 11 1 TYPICAL 0 a J ,S1 --a tl_ 1 _ , GLAZING PRODUCT 7 f` Ics �ki ` ----� i! it I i Imo}(j1 V O l`+} r t i a o t4 > 1.000 Q � a - 30 � co At! _J�_ I t 11ULLLZ �--- T 7--j , C9�Miny6.000 II tl aW (4 3.000 4.000 Z ,n • • MULLION SYSTEM 1S RAZED FOR LARGE MISSILE IMPACT. L2.000 ALLOY = 6063—T6 .. •J ..,� •.•.•. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED 'r' • IMPACT AND NON—IMPACT RESISTANT PRODUCTS. :• : La • i •W i••••i MULLION-S) MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS m V)J" • HORIZONTAL OR VERTICAL ~ 3 o;; 1SING MOLLION POOPE-ETIItS OkYl O C SEE WINDOWOR ODOR APPROVAL FOR FASTENERS SIZES AND SPACING 0I NOTES: z � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE z 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Z o HURRICANE ZONE (HVHZ). J O Cl U - ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST 'MEET THE 1�.1 ..3 Li! �� F APPLICABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W00D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EM13E0MENT TO BASE MATERIAL SHALL BE BEYOND MALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS c ARE NOT PART OF THIS APPROVAL. o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. c MATERIALS INCLUOING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO y CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. h a� o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 o FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS _ a MEETING ABOVE LOAD REQUIREMENTS. Engr: JAVAD AHMAO o, Cl STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CML j N APPROVAL. FIA. PE 1 70592 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CAN, 3538 0v � a STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ApProvvii r=3 a),nl>lyM INO-11 VAe }'}oridn 13uihtii o IN STEP 1 ABOVE. �tl u L_vj v o USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS i + +� l t STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING -1-� MA�.f:....� �(1 � Browing no. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. M14-01 -F •, .__ 3 1.000 1.000 }�- 2.000��.125 2.000 2.000 125 125 [-.250 �� w 375 I P o t -� 1.000 v �J 1.000 }�- 125 I Z h % 4 .125 .375 � � Z 0 eClJ .125 .125 a (L 4.000 .125 4.000 Q 3.000 a O 4.000 3.000 125 Q; }00 a 6.000 6.000 v ; cavi 0 _ O 375 .375 .125 .250 G IL Q o $ G Ix = .9502 IN\4 Ix = 2.0374 IN\4 Ix = 1.538 IN\4 Ix = 3.1878 IN\4 Ix = 2.9762 IN\4 Q 7 LL Sx = .6335 IN\3 Sx = 1.0187 1N\3 Sx = 1.0254 IN\3 Sx = 1.5939 IN\3 Sx = 1.4881 IN\3 LL' J cm • 1 X 3 1 X 4 1 X 32 X 4 STD. MULLION STD. MULLION CUSTOM MULLION MULLIO STD. MULLION .. .•••:• 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 ko., J Ix = 8.2757 IN\4 Ix = 15.2031 w\4 • -1Sx = 2.7586 IN\3 Sx = 5.0677 w\3 ••2X6 2 X6 W P •. STD. MULLION HEAVY MULLION r... ••...• 6063-T6 6063--T6 ; �' }} LL W ;...•; W �.a0. • • �� • ars 0011 C j J to Z Z L'-D on aOO, O �tJv Q U �w W a)g .718 f 1,718--1 2.125 2.125 c 125 .125125 .125 125 Artnovrd as comptyin3 00i Nic ° 2.060 I-INC lsi 131►i1r1u Ccut �� `v NOA 1AP pt ontn) 5.500 5.500 Imo-'--2.000 rn c o a rn Nzni; NOTCH c OPTOPTIONAL 1/2- 1/2- MIN. /2' MIN. a Engrt JAVAD AHMAD g o CML FLA. PE E 70592 _1/2• C.A.N. 3538 . i1/2" MIN. r MIN. u drawing no. ANGLE CLIPMULLION CLIP MULLION CLIP M 14-01 6063-T6 6063-T6 6063-T6 sheet 2 of 9 r DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) �V WINDOW DIMS. I X 3 1 X4 1 X3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X 4 2 X 4 2X6 2 X 6 � o WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STB. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY d 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.3 55.3 120.0 120.0 Z j 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2" - - - 42.8 39.9 111.0 120.0 0 p 34' 120.0 120.8 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 76.9 120.0 120.0 1 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 2 37' 128.0 120.4 120.0 120.0 12x.0 128.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 c 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0` 25.2 70.1 120.0 C M. 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 IL 54" 120.0 120.0 120.0 120.0 120.0 120.0 128.0 54' 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 Q .d 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 v G M 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 u o �M G 72" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 0 a Q pvi 19-1/8' 120.0 120.0 120.0• 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - - 44.5 -41.6 115.6- 120.0- ILO r O 26-1/2` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 116.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0a w toLu 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 Z N i r to 2 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 • .5 AE ds J • •••.•• 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 • A W 12 v- •• 48' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84' 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 84.6 • •••• • 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 go •• i••••i Ua 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 . •• J 0 5rr • • 66' 94.0 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 .Z J • h •• ••• 00 •O •••� ••••• 72' 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - 30.7 56.4-10 •- ( } 00-4 0 •....• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8, - - 34.3 32.0 89.0 120.00" 0 W .0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 • • .••••• 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 • .L J } LLP •••• 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37" - - - - - 46.0 84.5 Map ��"�'• ' ' Nr 42` 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 1 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 1- M to m 48" 50-5/8" 88.9 126.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - - - - 35.5 65.20 O_ 1 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - - 31.5 57.9- z _Z tai 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 ' 60 - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 Z 66' 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 J O 72' 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72' - - - 30.7 28.7 71.8 120.0 72" 1 23.7 43.4 Q Q w J 19-1/8- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- - - - 81.3 75.9 120.0 120.0 W Cr): 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED HORIZONTAL MULLION 30` 77.8 120.8 1 120.0 120.0 1 120.0 120.0 120.0 30' - - - 51.8 48.4 120.0 120.0 1 INSIDE RECTANGULAR SHAPE 37" 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - 42.0 39.2 109.1 120.0 42' 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - 37.0 34.6 96.1 120.0 GLAZING �� PRODUCT �� 3 48" 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48` 108" - - - 32.4 30.2 84.1 120.0 VERTICAL 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 26.9 74.7 120.0 MULLION o 60` 38.9 73.9 63.0 115.7 108.0 120.0 120.0 60* - - - 25.9 24.2 67,3 120.0 z G 35.4 67.2 11 57.305 98.2 120.0 120.0 66' - - - 23.6 22.0 61.2 112.3 GLAZING GLAZING o a m - - - PRODUCT PRODUCT, I 72" 32.4 61.6 52.5 06.4 90.0 120.0 120.0 72' 21.6 20.2 56.1 103.0 :2N 3 a GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT I'_ IF o 0 L---JIL A in NOTE: L w1 w2 MULLION SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. a (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION MULLION ARRANGEMENTS E�gr: JAVAD 1HA�A0 0 CML FLA PE # 74592 a uu�n W _ W1 + 412 CAA 3538' a Approved 1m p-1 'jJ(11.A"'c 2 o S lkiic lTi;:�aiT;.,�i�x;:�±u� � . ('..� � �l t� drawing no. MULLIONS M14-01 (sheet 3 of 93 of 9 - - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE o WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 AS B2 114a B4b a 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 Z r 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 0 o 30" 120.0 120.0 _ 120.0 120.0 120.0 120.0 30" 10018 120.0 120.0 64,6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 Q 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 f 20.0 52.4 75.5 104.8 37" 50.6 88.2 120.6 32.4 46.7 64.9 O 42" 120.0 120.0 120.0 89.3 120.0 1120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 ,. 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4" 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 56.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56,0 97,7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 d 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 Q M- 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 - 26.2 36.4 0 W M 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" 1 26.0 45.3 68.0 - 24.0 33.3 Q 0. QQ 4 19-1/8" 120.0 120.0- .120.0 - 120.0- - 120.0 120.0 19-1/8" 120.0 -120.0 120.0 89.6 120.0 120.0 -19-1/8" 89.0 120.0 120.0- 57.0 82.1 114.1 0 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 Q Ir 3 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.f 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 {L Z 14 -- 30" • • 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66,7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 • J ZZ In • • •••••• 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37,4 51.9 • �;W d g•` . .• 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 • 004000 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 • •• Cy :•0 0•: 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.$ 33,i h � • ••i••00 ce • 72" 74.3 120.0 126.0 47.6 66.6 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 J � • •� 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 • �j, o •' 26-1/2- 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 : • `Mif 0 0 0 0 i. .• 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 • •LLP } • • 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 Of (/) �•Q7 •0 0 • 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 48" 50-5/8" 92.4 120.0 120.0 59.3- 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20,8 30.0 41.7 0 0 r I � 54" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75,6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 D z � � ' 60" 74.0 120.0 '•120.0 "47.4 68.3 94.8 60" --39.0 ` ' 68,0- 102.0 25.0 '36.0 50.0 60" 26.0 05.3 68.0 - 24.0"` "33.3 Z �j co 66" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 j 3 z M J d'J .. 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 Q 0 O 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 W 0)g 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES TO BE INSCRIBED ANCHORS TYPICAL INSIDE RECTANGULAR SHAPE 30" 118.9 120.0 12010 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" ¢tel 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 48" 1 63' 1 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 VERTICAL PRODUCT 54" ' 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION Z -- o 60" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 Q GLAZING GIAZlNG tan ANCHOR - 60" 54.0 9 .2 y 1,20.0,, 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 v f`� -° PRODUCT PRODUCT DETAIL 11 N 1 72,. 49.5 86.3 11#,Q 31.7 45.7 63.5 72" 28.3 50.4 75.6 - 26.7 1 37.0 3 GLAZING GLAZING TYPIALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRooucr ANCHORS TYPICAL a a� NOTE: VJ1W2RS I" MULLION SPAN N ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS ' d FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. - i Vl1 + W2 Engr: JAYAD AHTJAD rn o (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = CIVIL ; 2 FLA. PE 0 70592 0 Appriuved as complyinv with tic CAN. 3538 « C p I`iorida Uuifdi C o s 13 NOAll nal yi r�'�^x�tlrY�c cx,iqq bb ANCHORS t AY �:� .;1 ��t`� drawing no. Icy;-.� � .�� M14-01 - -- sheet 4 of g - - - .. - - � mac., �-�.�. -a�•r,_s=_r. TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) i PER ANGLE N R \ \\\I\\\ \ \O� T� O ° Z \ I OR — t �\MR SU 1 I �{ .AL ST UC E F N 0 Q C 10 (Diob � c w ---------- u U FLOATING CLIP If 11 2 X 2 X 1/8" a 0 m g SNUG FIT INSIDE MULL U U ALUM ANGLE Q a. Q o a #14 SMS 1-3/4" O.C. MIN. i 1 - X14 SMS 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE Q tin) J0ma i • •• •• N • • • •(f1 _j • am I ••••• • • • so �n • •• w e 0 •• ANCHORS TYPE A2 2 �- 1-6 •••••• TYPICAL ANCHORS: U) ••w • ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE 01ST. • m �� .... 1/4" DIA.7ULTRACONS BY KSI)'ELCO' CONCRETE 1-3/4" 2-1/2" H ?i �f j C 1/4" DIA. SELF DRILLING SCREWS {l — ,n n:. (GRADE,5,CRS) METAL 1/8 3/4" D — rp CONCRETE - f'c 3000 PSI Z z M TYPICAL ANCHORS TYPICAL ANCHORS _ _ � Z �n 4 PER CLIP j0NACH 1VING) 2 PER ANGLEMIN' �joMETAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. JQ0\ \\\I\ \C 1/8" M1N. THK. ALUMINUM (6063—T5 MIN.) W 0)Lij �AEPIU I I CM ,ALRESTRUC E ANCHORS MAY BE HEX OR FLAT HEAD. ggg� U�r X — ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. c N N i---------------f W Q 11 II I I I ! FLOATING CUP (I 1 1 /2X X 1/8" c I I 1 I SNUG FIT INSIDE MULL U U ALUM ANGLE y I ! I ► m #14 SMS I I #14 SMS I I 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE c � vT E7 O z +7 Engr:JAVAD AHMAD o, o CML j Approved s complying nidi Im FCA E 35 8 92 Florida 1311ildiro Cm a 2" "A4" v u TYPICAL ANCHORS TYPE A4 Miawki Pf ti ,._, NY ..3: U1 t drovring no. 4e.— M14-01 to o - TYPICAL ANCHORS TYPICAL ANCHORS Z \ \8\PER \P (3 ON EACH WING) \\ 3 PER ANGLE \ \ \ W tp LOt�CREY£\\ a OR O g A STG JR i I 1 M AL ST U TUF E C Lu � Q t 11 I \ ° t ti ' II Il v 0 �{ a 1t It it Il d°a ' °o a tI 1 r l a I t I l Q IL 1( j N_ a ---------------------� IJ 14 11 I I C cati C1 -SNUG FIT NG CUP MULL U U 2 X 2 X 1/8 ar 0 .o N #14 SMS ALUM ANGLE a �3 ix G j j #14 SMS I I N 0 4• w 1-3/4" O.C. MIN. 1 1 1-3/4- Q.C. MIN. I I t ip 6 PER CUP 3 PER ANGLE .� 0�M�yy 'J '• W el�•� • ••••:• •• so Wtn •••••• •• • ••••• Z ••• g •• 33 ••••• ••• W .M • • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DISI! I W ••..•• • [gyp µ.W • • • 1/4" DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2" :D 37y U •rn' TYPICAL ANCHORS TYPE A6T :22' (Fu=177 KSI, Fy=155 KSI) tr} Oo T � i/4" DIA. SELF DRILLING SCREWS � � �o METAL t/8' 3/4" :) J (GRADE 5_CRS) - Z Z y 00 CONCRETE = f`c = 3000 PSI MIN, j �i C) METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. _j O J " 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) Q U a w W rn� ANCHORS MAY BE HEX OR FIAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. c 0 c U W N C � O O C3 O L � -Engr: JAVAD AHMA0_ m o CIVIL FLA. PE # 70592 a n 4.1mt4wLis 0fuytykzu4A** C.A.N. 3538 0 n F'1uritLm I3ttildi t� ' 14 N b V 13trfC TIP-� Mj�+u lati fYro ontKtl7 drawing no. } .<< M14-01 - _ (street 6 of g TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (t ON EACH WING) 1 PER ANGLE \` FlE =�U � \\\\ \ F1llE0 BLOCK OR O ( z I 1 0 �UR I \ I 1400S7U � � N o a o � Q O + + i( v08 -4 8 1----------- IJ y II II M 1 I 1 1 FLOATING CLIP j1 I I 2 X 2 X 1/8" a0 j M O I I 1 1 SNUG M INSIDE MULL U U ALUM ANGLE O a a p 1 #14 SMS i i fl 4 SIMS i i 0 �~- 1-3/4` O.C. MIN. 1 I 1-3/4" O.C. MIN. 1 I N a 4 PER CUP 2 PER ANGLE LL 2 U) • of •••••• z of :*a -w • • _ • •• • a • • Zso vs • • • 66 of • ••.w •••••• ANCHORS TYPE 'B2' TYPICAL ANCHORS: ;� � ••oe:• ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. () Ci••.4 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" • >- LL tL :•••• Me o (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1` • �� o• CD 0 0 IN WOOD = 2BY WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. z MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000-PSI-"MIN. Z Zai ' -� TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE [BY OR 2BY WOOD BUCKS NOT BY ECO WINDOWJ O J M MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q 0 0 U \ \06\ \ \ \F111�\ \ THEM TO BUILDING STRUCTURE. Ld 0)� UlSR I \ I I 6 6LO�� R E ANCHORS MAY BE HEX OR FLAT HEAD. I I j I ® + + N 1 ! 11 11 11 I I g � -------------- IJ U II II I 1 I I FLOATING CUP 11 11 2 X 2 X 1/8" I 1 I I SNUG FIT INSIDE MULL U U ALUM ANGLE of I I I I y 1 I I I #14 SMS I I j14 SMS I 1 1-3/4" O.C. MIN. 1-3/4" O.C. MIN. 4 PER CUP 2 PER ANGLE m Q7 O z Engr. JAW AHA41D as o CML FLA. PE # 70592 Approved as onknplyb,g M li tke C.A.M. 3538 "' a floridnLluilAi 3/8" MIN. 2 7/8" t T)atc._ TYP. TYPIL ANCHORS TYPE B4a rlanri__ CAMi t , .e fo.3+u�Cani,u • � t;�'}�Y. f ) /41 if drotving no. M14-01 _ r _ sheet 7 of g �t TYPICAL ANCHORS TYPICAL ANCHORS z PER ANGLE O n Z 4 PER RR CLIP (2 ON EACH WING) \ \ \ N p \ I\\ Ft OC4� \\ iLL£ d \ p OR D L eK I L Y1 D� R i 1 I I W OD ST U 0N ii. D LL k �1 t aW' -----------------------1 I I I i � I I FLOATING CLIP I t i i /2X X 1/s" 0 4�� X14 SMS i E SNUG FIT INSIDE MULL U It cq ALUM ANGLE W 3 1-3/4" O.C. MIN. Ito O.C. AIIN to~• 6 PER CUP 3 PER ANGLE A 74: w ev�. .` .••. • •• 0000•• •• •. • . • N 0000•• _ 406 !f7) r1 • t 0000• •• q •• p 00.00• ��..// '/� • •c0• •• r v, •0 JL. •••••• TYPICAL ANCHORS: "` W .M •, • V •••••• ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. (f) ��1'•' • :Goo*:• 1/4" DIA. ULTRACONS BY 'ELCQ' MASONRY 1-3/4" 2-1/2" • LL�uu� 4 •••••• • • • (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1" ? Ur` 4" ~ > CO t"3 N TYPICAL ANCHORS TYPE `B4b' ? o o Jto WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. Z � MASONRY-= C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. Z }}. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER J 0 " THEM TO BUILDING STRUCTURE. Q U L W rnm ANCHORS MAY BE HEX OR FLAT HEAD. c 0 c U N C � o a T al O L � En gr: JAVAD AHMAD CrAL ; FLA. FE i 70592 in Appmt'cd as armtstylug ti 119te C.A.N. 3538 O in i�tori�In I3tuld't Date NOAN drawing no. icy T om` MAT 2 s 20 4 M14-01 sheet 8 of 9 C) #14 SMS I SEE CHART FOR QUANTITIES TUBE MULLION z _O ------- -------- }' N ANCHOR NO. OF a CHART SCREWS TYPE A2 2 a us #14 FH SMSTYPE A4 3 i- 2/ SIDE1 I TYPE A6 4 V a 1/8" THICK ALUM CHANNEL I LENGTH TO FIT SNUG I I Cf 0� g INTO MULLION TUBE MULLION ip IL Q0 XVII rn a ci TUBES MAY BE NOTCHED Q W tjj 00 AS SHOWN TO ALLOW INSTALLATION ? • OF CUP ANGLE i I 0 • CAULK JOINT AFTER ASSEMBLY j I • W r! •••••• • . • • I • #14 FH SMS I � •• •..•.• 1-1/2- O.C. MIN. I ACCESS4HOLE , SEE CHART I •• •• .N �..•.� OR QUANTITIES I •• •• U •••�• • • o • • W...�. --- ------ ----- -------- ------ - • } Woe - --1THIS SCREIY CAN 8E O oINSTALLED IN EITHER 4 FH SIAS � i � I � QNDIRECTION I PER CUP I I I Z Z 0a00 I I 1" O.C. MIN. 74 Q �] In Ui 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4- X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 0 METAL TO METAL CONNECTION C U 4) N #14 SMS SUBSTRATE lEd. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" p o ai o _. Eng'r. JA�AO �UiIWD' a - a CML i m fIA- PF f 70592 O M /�SjTfl1YETQ t13 A0ll11l1y�t1 15 1*9 C.A.N. 3:538 ;; a F'tolida 8 Date — ' rt0hfl M tic Browing no. M14-01