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WS-14-2392 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229330 Permit Number: WS-10-14-2392 Scheduled Inspection Date: August 04, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ACCORNERO,JOHN Work Classification: Window/Door Replacement Job Address:960 NE 99 Street Miami Shores, FL 33138- Phone Number (305)793-5333 Parcel Number 1132060143370 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 7 WINDOWS AND 4 DOORS WITH IMPACT Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-229263. CREATED AS REINSPECTION FOR INSP-222594. No access Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 03, 2015 For Inspections please call: (305)762-4949 Page 4 of 37 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229064 Permit Number: WS-10-14-2392 Scheduled Inspection Date: March 04, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: ACCORNERO, JOHN Work Classification: Window/Door Replacement Job Address:960 NE 99 Street Miami Shores, FL 33138- Phone Number (305)793-5333 Parcel Number 1132060143370 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 7 WINDOWS AND 4 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False 11 14 rA�f2& Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-228931. Supply letter from Eng/Arch for structural attachment with 2 X Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 03,2015 For Inspections please call: (305)762-4949 Page 22 of 38 rede§gn stud-10 architecture + interiors 27 February 2015 Inspector Jorge Rodriguez Miami Shores Building Dept. re: permit#WS-10-14-2392 Final window inspection conducted 2/26/15 Mr. Rodriguez- As per your request, I am submitting this statement to certify that based on the NOAs #12-0402.03 and #13-0206.07 for the installed doors and windows the use of a 2x wood buck at jambs and header is acceptable.Spacing of buck from edge of masonry and required anchors are also as per NOA. Please don't hesitate contact me should you require further information. My cell phone is 305.778.1019. Sincerely, Kimberley Flower, R.A. Attachment: Eco-Window Systems LLC NOA #12-0402.03 (Swinging doors) Eco-Window Systems LLC NOA #13-0206.07 (Windows) 1111 e-mail: info@redesignstudio.net website:WWW.redesignstudio.net Vl _ - IWO Miami Shores Village ; i ��1�� g X0,4 f p BuildingDepartment _ �- . ►V ` (��J 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 a `� f Tel:(305)795-2204 Fax:(305)756-8972 1 / j3 I INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ID BUILDING Master Permit NoU6) 7PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION r-1 RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (( CONTRACTOR DRAWINGS JOB ADDRESS: ��(n City: Miami Shores County: Miami Dade Zi D: U Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: dt Flood Zone: 4W BFE: FFE: OWNER:Name(Fee Simple Titleholder) Phone#: 1% Address: �i, City: State• '(. Zip: 313§3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: I cru' Phone#: 14 moi. Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ C7i✓'fl Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: � t"-)\ Specify color of color thru tile: � Submittal Fee$ Permit Fee$ U' CCF$ G ., CO/CC$ Scanning Fee$ Lj •/t'� Radon Fee$-IG3• DBPR$ Notary$ Technology Fee$ l I /,�O Training/Education Fee$ Double Fee$ Structural Reviews$L40 Bond$ Y� TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage '�Lender's Address 1 zi city C c��[�V�� State Zip j 13 Ct Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing strument was acknowledged before me this The foregoing instrument was acknowledged before me this day of OC�n � 20 T by day of .20 by who is personally known to .who is personally known to me or who has produced <:� 2 43s me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:. Sign• ri . ^4^ Print: Seal: El � Notary Public State of Florida Joanna M Feliciano Seal: My Commission FF 082753 Expirol911121.1018 APPROVED BY �L �� Plans Examiner Zoning / Structural Review Clerk (Revised02/24/2014) Miami shores Village OR�s� Building Department 10050 N.E.2nd Avenue Miami Shores Florida 33138 d Tel: (305) 795.2204 � Ry Fax: (305) 756.8972 CITY 10 -3c)—/V COPY Permit No: W Shy -23 9v Page 1 of 1 Structural Critique Sheet P-fc ,, .kk- ea- k04 daf STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf °R Miami Shores Village Building Department 10050 N.E.2nd Avenue �ox '� Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAM E: 0 h yl 4CCG�1/l�CV DATE: I 3d ADDRESS: ( 6 0 kC (( S /Ze-S VAC 3 g 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 person as 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 I,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 understand that building permits are not required to be signed by a property owner unless he or ihe is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial ,4� 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 Pdcontracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuildingV I may also build or improve a commercial 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 lea hich violates the exemption. Initial 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 pers 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 c unty or municipal ordinance. 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 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contra r who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my dire 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 employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9�) 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I ill 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 regulati s. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the In rnal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html �) Initial 1/ 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understa ds that I am the party legally and financially responsible for the proposed construction activity at the following address: l 6o MEQ CT IN i&A,(( � Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of ormation that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a pers 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 2� 20 / - By :ra �r 4 Wei who was personally known to me or who has Produced there License or /j /6�3 �a as identification. O1PRY Notary Public State of Florida r Joanna M Feliciano T a My Commission c n2753 OWNER N Fro¢ Expireso1�1212"' Li 21302 NOY 9 A 014 MIAMi•DADE hHA IDADECOUNTY MEW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RE1ZCES�E12) 11805 StiV 26 Sheek Room 208 BOARD AND CODE ADMINISTRATION DIVISION,,—,% .,1(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N )x" wfvw.miamidade.aov/economy ES Windows,LLC 10653 NE Quaybridge Ct. 'd Miami,FL 33138 4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT:Drawing No.M04-04,titled"Aluminum Tube Mullions";'sheets I through 9 of 9,dated 04/26/04,with revision G dated 07/14/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire 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#12-0308.37 and 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 Manuel Perez,P.E. /{ MIAMI•pADE COUN t' NOA No.14-0731.06 • , Expiration Date: September 16,2019 Approval Date: September 18,2014 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subutitted tinder NOA No. 04-0712.01) 2. Drawing No. M04--04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 20394 6)Forced Entry Test,Type"D-A"fixed window,Grade 10,Level LV 1 per ASTM F 588---04, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 20294 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan,P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5` Edition (2014), prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted partially under NOA#09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. Manu" ez,P.E. Product Co"trot xaminer NOA 4-0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Sty' Edition (2014), and of no financial interest,dated July 10,2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FM- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc.,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions—L.M.I.,approved on 05/31/12 and expiring on 09/16/14. Manuel Perez; ? Product Control Exam'ier NOA No. 14 1.06 Expiration Date: September 16,2019 E-2 Approval Date: September 18,2014 47t uol - ---------- ----- It IllCw�d_1 nr �9 i I71 _ -- 1,1 1 3.000 i 1 � IITYPICAL t1QxJ- I` PRODl1CT � u. 4rT'Jjl � li'�I —t .0 fit 4.000 n TYPICALI 00 WIND ow FRAME . I 5.000 L U 8,000 3.000 4.000 C —.._..-._--_......-.--- _....... I TUBULAR SHAPES oil e MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT, 2.000--I ALLOY - 6063-T6 AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED jll ( IMPACT AND NON—IMPACT RESISTANT PRODUCTS. } v RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PR06 CTS Lullm UNG MULLION PROPERTIES 0�'t Y HORIZONTAL OR VERTICAL 1 N a NOTES; SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I Q n r7 r THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE i z I Z 3 J '0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1 3 Z 1 HURRICANE ZONE (HVHZ). J0 Q ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 6IN LJ� APPLICABLE BUILDING CODE REQUIREMENTS LE: WINO LOAD, WATER m INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. I ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). ,IIgl may . ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS o ni$ Rin ARE NOT PART OF THIS APPROVAL. �,B A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - ° I I pl A;p MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT• al gPig COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE y + > REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: q USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. ( STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Ener,JAVAD A MAD PRODUCT REVISED I r APPROVAL, Clv" as complying with the Ntolid9 FLA PE/5 S92 Building Code - I USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C.A.N.S,,77� r Aecepmnce No • DESIGN RATING MORE THAN DESIGN LOAD SPECiFIED IN STEP 1 ABOVE. 1UI.,,0 q 014 relimt Deto $ I� i' I USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS J b li B �. u ._.a�`�J STEPY — >? ON SHEET 4, SELECT ANCHOR TYPE WITH DN ST RATING MiaD Dada Pr /c /iAlAo r drowin g no.} - MORE THAN THE DESIGN-LOADS SPECIFIED IN STEP t ABOVE. .'' ��fl�. � r i -' M04-041 • sheet 1 of 9 DESIGN LOAD CAPACITY- PSP (TUBE MULLIONS) I DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) -DESIGN LOAD.CAPACITY - PSR-(TUBE MULLIONS) CUSTOM CU TOM CUSTOM CUSTOM I X 3 1 X 4 T��� I NINOOW.DIdtS. - - WINDOW DIdtS. - CUSTOM CUSTOM 1 X 3- IX 4 2 X 3 2 X 4 '2 X 5-,2 X 8 2 X 8 -1 X 3' I.X 4, 2 X 3 2 X 4 2 X 5 2•X 8 2 X 8 41INDOW bIM3. 1 X9 1 X 4. 2 X 3 2'X 4 2 X 5 2 X 8 2 X 8 ` Ip tH(1Y) MULL,SPAN 'STD. STD.. - STD. TD. . STD,• STD. -HEAVY. wIOTH.(W) MULL SPAN-STD. STD. STD. .STD. STD. STD. HEAVY WIDTH (W) MULL.SPAN STD. . D. Tp.. ' STD. STD, . STD. HEAVY Z jl •1/8" 1500 150.0 150.0 150.0 150.0_ 1500 150.0 79-1/8' - _7_4.6 140.9 1151 150.0 _1_5_0.0 150.0_ 150.0 19-1/8" - '37.9 27.3 55.3 96.7 148.1 150.0 Qk -1/2 150.0 -150.0 150.0 150.0 150.0 1500 150.0 20-1/2' 53.8 1013- 831 148.6 150.0 150.0 150.0 26-1 2" b z ..._. _ "_- -'" / - 27.3 - ,39.9 ,69.8 705.5 150_.0 13l 10" 150.0 150.0 150.0_ 1500 150.0 150.0 150.0 30' 47.5 99.8 73.4- 131.3 150.0 750.0 150.0 70" _ _24.1 - 35.3 .81.7 93.2 150.0 1 I IT 150.0 150.0 150,0 150 0 150.0 150.0 150.0 37' 38.5 72.8 59 5 ' 1.08.4 148.9 150.0 150.0 37" - -� - - - -- - _ -___. 28.6 50.0 75.5 138.8 Q _..____.....,._ _., a 42" 149.8 150.0 150.0 150 0 150.0 180.0. •150.0 42" - 33.9 014.2 52.4 93.8 131.2 150.0 150.0 42" 25.2 44.1 68 5 - 122.3 I9' 38-3/8" 130.9 150.0 150.0 150.0 150- 150.0 150.0 '48' 74-1/4 29.7 56.1. 45.9_ 82.1 114.a 150.0 150.0 48" 120' - _ - - 22.0 39.5 582 107.0W. i4' - 118.3 150.0 150.0 --5,0.0,-, 150.0 150.0 150.0 54' - -•- '26.4 49.9 40 8 72.9 102.1 135.2 150.0 54" - _ _ ..__._ -.. _ - - _ J4•J 51.8 95.1 i0' 104.7 150.0 150.0 160.0 130.0 150.0 150.0 60" 23.6 44.9__ 36.7 85:8 97.8 121.7 150.0 80" __ 30.8 46.6 85.6 95.2 150.0 148.9 150 0 150.0. 150.0 150.0 66' 21.6 40.8 33 4 59.7 83.5 110.8 150.0 601" -- a .... -_. .__ I _. _..._ _ - - - = 28.0 42.3 77.8 Q it 12 87.3 1 140.1 134.8 150.0 150.0 150.0 150.0 72' - 37,4 30.6 54.7 76.5 101.4 150.0 . 72" - _ 25.7 35.. 7 0.1. 19 W •1/8" 150.0 750,0 150.0 150.0 150.0 150.0 150.0_ 19-1/8' K35. .1 79.5 150.0 150.0 150.0 150.0 19-1/8' - 28.5 20.5 41.8 72.7. 115.6 150.0 Q 3 1/2' 136.2 150.0-' 150.0 150.0 150.0 150.0 150.0 28-1/2' .4 57.4 116- _ 10' - 120.3 150.0 150.0 150.0 150,0 150.0 150.0 30' .7 50.7 102.6 _14_3.5 150.0 150.0 30" -- �_..._... _ - - 26.5 41_3,3_ 73.7 135.4 J �j�j? ,J T 150.0 150.0 150.0 150.0 150.0 150.0_ 37' .9 47.7 83.2 118.4 150.0 150.0 37' a Z 138.0 132.6 .150.0 150.0 150.0 150.0 42" .1 36 2 73.3 102.5 135.8 150.0 q2• - -. 37.6 59.7 109.8 - 21.6 33.1 -. 8' 50-5/8" 75.2 .120.8 116.0 150.0 150.0 150.0 150.Q 48' 84" .9 31 7 64.1 89.7 118.8 150.0 48" 132" - - - -__ 29.0 46.1 84.6 4' 68 8 107.3 103.1 150.0 150.0 150.0 150.0 54" 0 29.2 57.0 79.7_ 705.8 150.0_ 54" - - - - 25.7 40.9 75,2 -' 0' 80.2 98.8 92.8 141 2 F150,0 150.0 150.0 . 6p'. .1 25.3 51.3 71.8 95.1 150.0 60' - - - _ V_ _ 23.2 36.8 67.787.8 84.4 1284 -150.0 150.0 -- '--- .S4 7.. 66' 9 23.0 46.6 65.2 86.4 150.0 88' - - - - 21 1 33 5 61 5 2 50.1 ' 80.5 77.3 117.7 150.0 150.0 .72' 2 213 42.7 59.8 79.2 145.6 72" �- �--1' 30.7 56.4 J n 1/8" 143.8 150.0 150.0 150.0 . 150.0 150.0 750.0_ 19-7/8" 34.5 74,_0 _53.3 108,1 150.0 150.0 150.0 19-1/8" - 21.9 32.0 56.0 99.0 150.0 Q '1/2" 103.8 150.0 150.0 •150.0 150.0 150.0 150.0, 26-1 2' / 24.9 53.4. .38.4 78.0 124.4 150.0 150.0 26-1/2" - - 23.1 40.4_ 64.3 118.0 ! IA 0' 91.7 147.2 141.4 150.0 150 0 150.0 _ 150.0 30' 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30" - - - 20.4 35,7_ 56.8 104.3 M Uj T 74.3' 119.3 114.7 150.0 150 0 150.0 150.0 37° - 38.2 27.5 55.9 89.1 118.0 150.0 37" - - - _ - 28 9 s.o aas F vi a 2" 65.5 105.1 101.0 150.0 150 0 1.5.0.0 150.0 4Z" - 33.7 24.3 49.2 78.5 104.0 150.0 42" -'._ -----,..... - - - _25.5 40.5 74.5 i n C-4 M 8' 88.4 134.5 1500 150.0 150.0 .qg' ----•--• a -58' 57.3 92.0 0101' � -� 29.5 21.2 43.1 66.7 91.0 150.0 48" 744" •- - •- 22.3 35.5 65.2 !� Z 4' 50.9 81.8 38.6 119.5 150.0 150.0 150.0 54' -- 26.2 - 38.3 61.0 80_.9 _ 148.6_ 54" - - ___ J 7.5_ _57.9 Z 3_ - _ -- - 0 45.8 �73�.670.7107.8 150.0 150.0 150.0 60' 23.8 - 3_4_.4_ 54.9 72.8 133.7 60" - - - = _____ 28.4 -52.1 M_6' 41.7 97.8 136.8 150.0 150.0 66' - 21,4 - 31.3 49.9 66.2 121.6 68" - - - - '__ _ 25.6 47.4QN2 38.2 89.6 125.4 150.0 150.0 72' - 28,7 45.8 60.7 111.5 72' - - - - - 23.6 43.4 IW CC'7 1/8' 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 24.2 _51.9 37.4 _ 75.9 132.7 150.0 150.0 L-_-- _ .-__. .......__ t- 1/2 88.0 141.2 135.7 150.0 150.0 150.0 150,0 26-1/2- -_ ARCHES TO BE INSCRIBED / - 37.5 27.0 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION 1. 77.7 124.8 119.9 150.0 150.0 150.0 150.0 30" - 33.1 23.9 48.4 84.6 115.0 150.0 I 7" 63.0 101.2 97.2 147.9 150.0 150.0 150.0 J7" - 26.9 - 39.2 -68.6 93.3 150.0 %� ING -- .4 82.2 150.0 34.6 60 _ Z' 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42° - 23.7 i��� PRODUCT 9' 01,7• -48.6 78.0 74.9 114.0 150.0 150.0 150.0 48' 108" - 20.7 30.2. 52.9 71.9 132.1 VERTICAL c; - MULLION -._.... 4' 113.2 69.3 66.6 101.3 141.8 150.0 150.0 54' - - 26.9 47.0 63,9 117.4 z 0 7' 38.6 62.4 59.9 91.2 127.6 150.0 150.0 60" - - 24.2 '42.3 57.5 105.7 GLAZING GLAZING 0 a�d $g ._._......_.._.... _------ PRODUCT PRODUCT 3 35.3 58.7 54.5 82.9 116,0 150.0 150.0 66° - _ - 22.0 38.5 __52.3 _ _96.1 a Y 32.4 52.0 49.9 76.0 106.3 140.6 150.0 72' - - - 20.Z 35.3 47.9 88.1 GLAZING GLAZING PRODUCT PRODUCT ALL LOADS.ARE EXT.(+)/INT.(-). „gl�i g ol�yl� = NOTE. Wt W2 I_ MULLION SPAN !�I S o MULLIONS RATED.IN THESE CHARTS MAY BE ORIENTED • VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL M ION ARRANGEMENT S E"F C.ANA. PEAD b8 a592 s aARMAD mB�Idtei31Ca CIVIL as complying with the Rtodde WIDTH (W) w1 2 W2 I Acceptance No�f (p/� I �I s ANCHORS TYPE 'D' AND 'E' APPLICABLE TO - J F.1LpuadonDale �. ljj 4% 5" AND 6" TUBE MULLIONS. � i JULS I A1114 AY .ANCHORS TYPE 'A', V. 'C 'F' AND 'G' APPLICABLE AliamiDadeProduclConitel - -� MULLIONS Browing TO ALL TUBE MULLIONS. M04-04 sheet 3 of 9 i 'DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF YINpOtl DIMS. - .• r --_ r$ ANCHORS TYPE ANCHORS TYPE , ANCHORS TYPE ;a TF)MULL,SPAN, A B, C _ D E_. F. G WIDTH(W) MULL SPAN_ A H C. D E F G' WIDTH 0" 7 24.8 150.0 150.0 150.0 150.0 / ( MULL SPAN A. 1/8" 150.0 '150.0 190.0 150.0 150.0 150.0 150.0 19-1 8" 101.0 150.0'. 139.5 150.0 750.0 120.6 150.0 t9-1/8" ,82.5 125,0 86.3 - 150.0 150.0 74.6 149.2 1/2" 141.0 150.0 150.0 •150.0 150.0 150,0 150,0 26-1/2" 72.9 145.8' 100.7 150.6 75D,o 87,0 . 150.0 26-1/2' 45.1 90.2 82.3 124.5' 1500_• 53.8 107.7 Ok --- P b 748.7 150.0 30 "-" z --•- --- - -- 64.4 128.8 MCI 150.0_' 150.0 76 9 150.0 JO" 39.8 79.7 55.0 170.0 IJ7.8 47.6 _95.1 I0! - -.... 7" 901.0 750.0 139.6 150,0. 150.0 ,120.8• 150.0 37" 52.2 •104.4_ 72.1. 144 1 150.0 82 3 124.6_ 37' 32.3 84 8 44.6 -89.2 111;6 38.8 77.1 131 2' 89.0 150.0 122.9 150.0 150.0 108.2 150.0 42" 48.0 92.6 63.5 . 1270 150.0 54.9 109.8 4�' 28.5 569 39.3 76,8 98.3. 34.0_ 87.0 8" 38-3/8" 77.9 150.0 -107.6_ 150.0 150.0 92.9 150.0 48 74-1/4' --40.2 BO.S'_ 55.fi 111.1 139.0_ 48.0 96:1 48" 120" 24.9 49.8 34.4 BB,B 86.0 29.7 59.4 XO2 _ 4" .69,2 138.4 95.6 150.0 8 150.0 54" 35.8 71.5 49.4 98.8 123.5 42.7 85.4 54` 22.1 44.3 30.6 61.1 78.4 Z6.4 52.8 y� -_ �, LL _ _ .._.. ...-_-_ Y 0 62.3 124.6 88.1 150.0. 148.7 60" _3.2.2 64.4 44.5 88.9 111.2 38.4 78.9 60° " r - - 39.8 27.5 55.0 88.8 23.847.656.5 113,3 78.2 150.0 8 - 135.2 66" .__ _..._L7.6_-,_. 29.3 58.5 40.4 80.8 701.1 34.8 69.9 88" - 36.2 25.0 50.0 62.5 21.6 43.2 of48. 103.8 71.7 143.3 123.9 72' 26:8 53.7 17.1 74.1 92,7 � 320 64.0 72" � 33.2 22.9 45.8 57.3 - 39.6148.1 150.0 .150.0 150.0 150.0 ,19-1/8" 89,3 150.0 .123.3 150.0 150.0 106.6 150,0 19-1/8" 56,8 fIJ.6. 78.5 150.0 130.0 67.8 735.6'-` ---106.9 150.0 167,7 150.0 8 150.0 26-1/2" 84.4 128.9 89.0. 150.0 150.0 76.9 150.0 26-1/2' 41.0_ 82,0 56.6 __173.2 141.8 48 9 97_.9 Q 0' 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30" 56.9 113.8 78.6 150.0 150.0 67.9 135.9 JO' 38.2 72.4 50.0 100.0 t25,1 43.2 86.5 II.t0.4 ........ 76.6 550.0 105.8. 1500 150,0 -91.4 150,0 37' 46.1 92.3 63.8 127.4 150.0 55.1 110.2 37° 29.4 58.7 40.17 81.1 101.4 35.1_ 70.1 2" 87.5 .134.9 93.2 150 0 150,0 B0 9 150.0 42" '40.7 81.3 56.2 1 12 2 140.4 48.5 97.0 42" 25:9 51.7 35.7 71.4 89.4 30.9 61.8 Q -.. .._.-.-- _ . 9" 50-5/8' 59.0 118.0 81.5 150 0 150.0 70 4 1.40.9 d8'. - -- 84" 35.6 71,1 49.1 982 122.9 42.5 84.9 48T 1JY 22.6 45.3_. 31.3'. 62.5 .78.2' 27.0 54.D - 104.9 725 144.9 150.0 _82.6 125.2 54" - - -' _ �._l .= __31.6 63.2 43.7 8_73 109.2 37.7 .75.5 5!" 20,1 40.2 27.8 _55.6 69.5 24.0_ 46.0 )' 47.2 $4.4 65.2 130.4 150.0 58,4 112.7 60" 28.5 56.9 39.3 �78 6 98.3 34.0 67.9 60" 38.2 25.0 Sp.O_ 62.5 21.8 43.2 -_ _• )" 42 9 85.9 59.3 118.5 748.3 51.2 702.5 fib^ -'" -- ---- I I - --- - '25.9 51.7 35.7 71 4 89.4 30.9 61.8 66' - 32'.9 22.7 45.5 56.9 - 39.3 Z I __ 2" J9 3 78.7 54.4 108.6 4 "- .�-----56.6 .9 47.0 93.9 7Y ' ' 23.7 47.4 32.8 65.5 81.9 28.3 56.6 72' - 30.2 20.8 41.7 52.1 - 36.0' 0' 1/8" 129 3 150.0 150.0 150.0 150.0 150,0 150.0 19-1/6" 78.1 150.0- 107.9 150,0 150.0 93.2 150.0 19-1/8" 52.1 104.2 71.9 143.8_ 150.0 82.2 724.3_ -J I 1/2' 933 150.0 128.9 150.0 150.0 1114 150.0 28-I/2" 56,4 }12.8 77.9 150.0 150.0 67.3 134.6 26-1/2" 37.6 75.2• 51.9 103.8 129.8 44.9 89.7 U-Q ____ 1" 82 4 150.0 1 13.9 150.0 .150,0 98 4 150 0 JOT 68.8• 137.5 150.0 59.4 118.9 30' 33.2 66.4 _ 45:9 91.7 -1-14 -- ca .7 39.5 9.3 W 133 7 92.3 150.0 150.0 79 8 150 0 37' 40.4 80.8 55.8 111.5 73_9,5 48.2 96.4 - --- - _ 37` 26.9 _ SS.B 37.2 74.3 93.0-•••32.1 84.3 D) L.1 ' 58.9 -- _ 81.3 150.0 150.0 70 J 140.5 4T" 35.6 71,1 49.1 98.2 122.9 42.5 84.9 42" 23.7 47,4 32.8 65.5 87.9 28.3 58.6 .H' Q(D t" 58' 515 103.0 71.2 142,2 150.0 61.5 123,0 - 48' _ -- -- - --- ---- N ---. 96" 31,1 62 3 43 0 85.9 107,3 37.2 74.3 48' 144" 20 8 41.5 28.7 57.3 71.7 24.8 49.5 0�r7 I" 458 91.6 63.3 126.4 150.0 54.7 109.3 5{'. -- 27.7 S5 3 38 2 "''--' - --- ---- M7 ,� --.. -76.4 95,8 . 33.0 66.0 54" ' 25.5 50:9 63.7 22.0 44.0 I" 41 2113.8 82.4 58.9 i d2.3- 49.2' 98.4 60" 24.9, 49.8 34,4 88.8 88.0 29.7 59.4 _ 60' Z;Z 3 m _ �--ik 22.9 45.6 57.3 - 39.63 Z5 74,9 51.8 103.4 129.4 44.7 89.4 66" 22.6 45.3 31,3 62.5 78.2 27,0 54.0 66' 20.8 .41.7 52.1 38.0 J 34.3 88.7 47.4 94.8 118,8 41.0. 82.0 72" 20.8 41.5 28.7 57.3 71.] 24.8 49.5 72' - -_ .O- 38.2 47.8 - 33.0 Q N N /8". 119.0 150.0 150.0 _1.50.0 __150.0 742.1 150.0 19-1/8" 69.4 138.9 95.9 1506 150.0 82.9 150.0_ ANCHOR TYPES 1 W I� HORIZONTAL MULUON /2' 85.9 150.0 118.7 150.0 _150.0_ 102.5 150.0 28-I/2° 50.1 100.2 69.2 138.4 150.0 59,8 119.6 A, 8,AD D, E. r _� 75.9 150.0 104.8 150.0 150.0 90.6 150.03p" - - AT HEAD/S6.L/JAMSS ..._.._.._ ..-_ 44.3 88.5 61.2 122,2 150.0 52.8 105.7 ANCHOR TYPES 1 1NCIpE REGTANG IWAR SHAPE _-_.. 61.5 123.1 65.0 150.0 150,0 73.4 148.9 37" 35.9 71.8 49.6 99.1 124.0 42.8 85.7 F 4e G _-.._..7-- Al JAM85 ONLY 54.2 108.4 74.9 749.7 150.0 .64.7 129.4 42` 31.6 63.2 43.7 87.3 109,2 37.7 75.5 _ j T7- .3--- - __ 83" 47.4 94.9 65.5 - 131.0 150.0 56.6. 113,2 48" 108' 27.7 55.3 38.2 76.4 95.6 33.0 86.0 ING LAZ ` -_ _-.......- ii' RODUCT 42.2 84,3 58.2 116.4 145.8 50.3 100:8 54" 24.6 49.2 34.0 87.9 84.9 29.4 58.7 -VERTICAL " 37.9 75.9 52.4 104.8 131.0 45.3 90.8 -""'- -_ ---- 'MULLION 60" 22.1 44,3 30.8 61.1 76,4 28.4 52.8 34.5 69.0 47.7 95.2 119.1 41.2 82.3 66" --- ` _ 20._1_ 4_0.2 27.8 55.6 69.5_ _24.0 48.0 ANCHOR c \ i rc - _ GLAZING GLAZING 3 'DETAIL/1 +1I 0 31.6 63.2 43.7 87.3 109.2 37.7 - -75.5 7T' - 36.9 25,5 50.9 63.7 22.0 44.0 PRODUCT PRODUCT h GLAZING GLAZING 3 ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT c v NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER I_ MULLION SPAN �- .4 0 LOCATIONS AT HEAD, SILL OR JAMB ENDS. ANCHOR TYPES A.B,C.0,E, FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. AT HFAD/SILL/JAMOS (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL MULLION ARRAN• A!FIdTS Engr.JAVAD AHMAD PRODUCTRRVISBD g I cmL, as complying with the Florida W1 + W2 FLA.PE 70592 Building Codd + ' WIDTH (W) = c.AN. 536 LxMPi 1 Dat 0 D{, ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2 - }i 11114: a E 4",- 5" AND 6" TUBE MULLIONS. JUL2 014 By � ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE r "- ,j M1 Dade Pr t'Co6t� drawing -10M04-04.� TO ALL TUBE MULLIONS. � . ANCHORS �� shee 9 1/4"OIA.•ULTRACONS 1/4°DLA.'ULTRACONS I f � Ed. 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE 1/4"DIA. ULTRACONS "1/4' DIA. ULTRACONS Idol Ed. 2 1/4" MIN. 4 PER CLIP (2 O�NEACH WING) 2 PER ANGLE ��__._,_JI�I • ` 1 TMP `` z I 3" MIN. '� 1 •rl i� • FIZZ .I TM `c • I II - MIN. !: • .i 6'. -• o 77 I I I I I � 1 II 1 II II r�— 8 II II V jt f IF jL.Jj FLOATING CUP I II I II II b3 IBY 1,--,i SNUG FR INSIDE MULL I 11 / L.JI FLOATING CLIP W000 BUCK II j I I I ALUM2ANGLk e" 1 1 BY 1r�1SNUG FIT INSIDE MULL 1I II I II II 2X2xt/8"'------ #14 SMSU lJ } '•,� WOOD BUCK II �1 II II ALUM ANGLE --'----- I 1 1 1-3/4"O.C. MIN. 1 ------ I I� J #14 SMS U U I 1 1 I 2 PER ANGLE I I 1 1 1 I 1-3/4"O.C. MIN. 2 PER ANGLE Olt I 1/4" DIA. ULTRACONS 1/4"DIA. ULTRACONS I I� Ed. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE 1/4• DUI. ULTRACONS 1/4'DIA. ULTRACONS Z r ' Ed. 1"MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE O 1O {{ ca J 28 ii it li it Z Z 3 WOOD BUCK IL-Jj FLOATING CLIP II II II II II II 3 Z�`- OR 1 r I -SNUG FR INSIDE MULL L_J I FLOATING CLIP I� I 11 I I 1 2 X 2 X 1/8' 2 BY I,- I SNUG FR INSIDE MULL j j I I 2 X 2 X 1/8' 1 J I N co,m WOOD I I II I ALUM ANGLE , WOOD 8UCK II 11 Q :5 J I -------- 1 STRUCTURE X14 SMS U U \ J U I ALUM ANGLE (11 �u 1 i 1 1 1-3/4°O.C, MIN. 1 f 1 I I A14 SMS I I I I 1 I 1 1-J 4"O.C. MIN. 2 PER ANGLE l J, l I I I I 2 PER ANGLE 1 ANCHORS TYPE 'B' `s � i �€ SIX ' � �gSI H ♦ 1/4" DW, ULTRACONS BY'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD u u ow i.1u SUBSTRATE Ed. MIN. EOCE 01ST. MIN. EMBEDMENT C 1 ---------- CONCRETE 2-1/2" 1 1-1/2" Eng': XVAD AHIW PRODUCT REVISED 71� CML w complyfi*with the Flodde i-I o -..y_............L R W000 � 28Y•W000 BUCKS OR WOOD STRUCTURE S.C. v 0.55 MIN. FLA Pg p 70582 Hadiding Code ALTERNATE CONCRETE f'c 3000 PSI MIN. CA.N.'5538 Accept mNo I n ANCHOR LOCATION ltolion Dole , . _ JUL 21'?014 �q 'p ALL ANwing no.. CLIPS AND.ANGLES TO FIT SNUG INTO TUBE MULLIONS. j MJ�— CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED I ' Mieluif m,5 ConfrO,f"l • I WITH AL -R AUESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ;/•� ANCHORS TYPE A' WATER-WHITE METHACRYLATE LACQUER. �4 het 1/1"DIA: ULTRACONS1/4"•DIA. ULTRACONS 1/4"OLA. ULTRACONS LM�� .Ed. 2.PER CUP (.I ONNEACH WING) 1 PER ANGLE - i Ed. _ '114"DIA, ULTRACONS 3 •.4'PER CLIP (2 ON EACH WING) 2•PER ANGLE IN. l la' 3" IN. .31 j•TY T\i •• T 11 11 II. It + 1••1 �IT11 I ; 1 I I T LFLOATING CLIP III I Q V16 SNUG FIT INSIDE MULL• 11 2 X 2 X 1 e" I rL"-i 1 2 X 2 X 1 8"I 1 U .1ALUM ANGL1 - I I /--------- I ALUM ANGLE y11-3/4"O.C. MNS 1 \ Imo--------------- I I a6�2 PER ANGLE I I I I I FLOATING CLIPi2it� I SNUG FR INSIDEI Ii 4 P1 I J Ed, to' a 1 I I i !P J'. • J� 7 0� I 1 1 I l J n I I l_.........._._.- i i t 2"2 1 1 g rz 0�to o . d lJ,• ° i , ...- 3" MIN. _ L]LLJ Ed. LOCATION OF SCREWS CONNECTING C� 1/4"OIA. ULTRACONS ANGLES TO TUBES 2 PER CLIP (1 ON EACH WING) 7�11 ANCHORS TYPE 'Drs S Flo • APPLICABLE FOR 4' 5" AND 6" TUBE MULLIONS v �I I I I I C N! I`i Nl.j 1 j 1/4" DIA. ULTRACONS BY'ELCO' u o; ! c u O W•4 u I � I ULTRACONS MAY BE HEX OR FIAT HERO � L---------- I SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT 1 i CONCRETE 2-1/2' 1-I/2" Eryr:JAVAO AHMAO PRODUCT RGVISGp CML as Complying with lhoPlorh(4 CONCRETE Pc 3000 PSI MIN, FLA.PE/70592 Building Code I o it II CA.135.78 Acceptancc No j M ex(ration Dale p 9 ' ALTERNATE __-__._...-... JUL 21E2�14 �!'/ `_� ANCHOR LOCATION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. +.jS By �. CLIPS OR ANGCES CONNECTEO-DIRECTLY TO MASONRY TO BE PROTECTED - ,}j f, MI DatcP d (drowin— g no, WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I ANCHORS TYPE 'C' WATER-WHITE METHACRYLATE LACQUER. M04-04� 0 sheet 6 of 9 , 1/4"DIA.•ULTRACONS E I 2 PER CLIP (1 ON EACH WING) 1/4, DIA ULTRACONS 1/4"otA ULTRACONS I/4"DIA. ULTRACONS1. 1 PER ANGLE I Ed. 2 1/4"MIN, 4 PER CUP (2 ON EACH WING) .2 PER ANGLE li� C o I j1 II \ •. y^ ji11 `" I II 1� II 1.^ Z li U I d I I I 1 1 I 1 I I I k ILJI FLOATING CUP II 11 II II II 0 �! Irl SNUG FIT INSIDE MULL LJ FLOATING CUP I 11 1 1 I I 2 X 2 X 1/B" I - j { SNUG FIT INSIDE MULL 11 I I v A I I II II ALUM ANGLE , 1 1 11 I 2 X 2 X 1[8 1 ---'--`- J #14 SMS U U i N 11 II II 11 ALUM ANGLE"' i --- YY11 I I I-3/4"O.C. MIN. � i � � I --`- � .� /14 SMS U U > j i I I 2 PER ANGLE I I I I 1 I I 1-3/4"O.C. MIN. j 0 140 2 PER ANGLE 1 I O Qp$ V a Z N 10I o I IJI � W J m m Tal VIQ�N C)n M N / •Z Z3�e ----------t 3 z --I V)N-�- ALTERNATE Q W C4J ANCHOR LOCATION i ANCHORS TYPE ,F ANCHORS TYPE 'G' o I r AT JAMBS ONLY AT JAMBS ONLY p d 1/4" DIA. ULTRACONS BY'ELCO' H 0 I In ULTRACONS MAY BE HEX OR FLAT HEAD ` p SUBSTRATE Ed. _ IN. EDGE DIST. MIN. EMBEDMENT / SII _l� MASONRY 2-1/2" 1-1 4" YY I Engr:JAYMLAHMAD PRODUCT REVISBU II MASONRY = C-BO HOLLOW/FILLED BLOCK I'm = 2000 PSI MIN. uymmplyinatWlhthe Plaft 1S FLA.PE-/70592 BuNdtng Code d _ C.A.N. 3538 kct�p cc No ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS, '` GxpiMion Doll CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED JOL 2 11,014 I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR f" Y - L WATkR-WHITE METHACRYLATE LACQUER. � � Amimti aft Product' � I drawing no. M04-04 �sheel 8 of gl V' UAN #14SMS SEEC141RT FOR QUANTITIES MULLION 0 - ------- -------- 0 1 iZ �o i3i -------� -----a ' �_ ANCHOR I N0. OF CHART,,.SCREWS I #10 FH SMS TYPE A I 2/ SIDE I I TYPE C.._'2-- O 1/8"THICK ALUM CHANNEL 1 TYPE-0, _ 4__ 1' LENGTH TO FIT SNUG I I I TYPE E q I INTO MULLION TUBE MULLION I 1 8 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANCLE CAULK JOINT T AFTER ASSEMBLY �i 1-11FH SMS 2!4O.C. MIN. j _._..� ACCESS HOLE SEE CHART I�... --- FOR pUANTITIES I --- _-' (A1! -- — ----- ------ — z� i ------- ----- ------ ----- __ _ i r ------ ------ - ,�m THIS SCREW CAN BE I �1 I I I <1 `~ Q H INSTALLED IN EITHER 1 I 010 FH SMS I I I N r%1 F DIRECTION sR+ I I 2 PER CLIP j I j n 17 N ,I, I I. O.C.MIN, I I 1 I Z Z 3.J i0 I 1 3 z u-.n `Q�vi04 N v 1-3/4"X 2"X 1/8"(FOR 2BY TUBE) W 3/4"X 2"X 1/8"FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL#1 METAL TO METAL CONNECTION 0 I v'9gl= a #14 SMS/TEKS SUBSTRATE jEd. - MIN. EDGE DIST.MIN. CL To CL SPACING METAL 5/8" 1/2" METAL - 1/8" MIN. THK..STEEL Fy Q 36 KSI MIN. •� Di�'S$' lo 1/8" MIN. THK. ALUMINUM (6063—TS MIN.) En9r:JAVAD AHMAD PRODUCTREVISE0 I ! o l CIVIL es complying with the Florida o FLA..an.3536 B2 Building CodeI� Accepteuca ue `,x k JU,L ..2014 a iratlai DDIe h1i` DodePmAucCCoD(r01� Fdrowing no. Ci M04-041 sheet—9f 9 wy-ppa390 , M IAM NDIADE O C T 3 O 2014 MIAMI-DADE COUNTY 1�� ; PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTIrl,G ISN NMENT,AND R U Y TY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRkiiON DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera/ 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 High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Ontswing Doors-L,M.L APPROVAL DOCUMENT: Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door DP ratings with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exceed 37". 2. Laminated glass types Gland G2 are limited to .090"DuPont's 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 adve0singftat urpt Jf"gortion of the NOA is displayed, then it shall be done in its entirety. •• • • • • . .. . . . . ... . INSPECTION: A copy of this entire NOA*A]b+;,V;ded-to;h;usar 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 and consists of this page 1 and evidawc pages E-4 as well as.awroval document mentioned above. The submitted documentation was reviewed by 11hap 1,dhanaa=I jEj • % . . . . . % NOA No 12-0402.03 &�Fmjuwa PDADE COUNTY Expiration Date:July 19,2017 ••• ••• Approval Date: July 19,2012 po ... Page 1 . . . . . . . . . . ... . . . ... . . ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets I through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, 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-124003,HETI-124003 and HETI-124027dated 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-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours& Co., Inc. for -their"Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color interlayer"issued to Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated Jun%2%3012,.issued.by Hxsricane Engineering&Testing,Inc., signed and sealed by Rafael E. Ijoj+jajP;4 3. Lab compliance as part of th8 ah,dvd r6fdWhcb&teA 11 ort. G. OTHER 1. Test proposal,dated;l0/lq'1 1 a4d j0Z 2j-lzapptaded b PERA. . . . . . . . . . . . • :•• Ishaq I.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 . . . . . . . . . . Approval Date: July 19,2012 . .. .. . . .. .. I 4�UTA " N'D. GLASS 3/16"HEAT STREN'D. GLASS 14 LAYER .090" INTERLAYERVB BY'DUPONT' BUTACITE PVB BY'DUPONVAT STREN'D. GLASS 3/16"HEAT STREN'0. GLASSW ILICONE SILICONE7OW CORNING 899 DOW CORNING 899 v 3 26 5! / 34 SETTING BLOCKS AT LAM. GLASS < NOTCH ORWIDTHS GLAZING BEAD EXCEEDING 36" ONLY. G TO CLEAR BLOCKS ytj GLeSS TYPE 'GI' GLASS TYPE 'G2 0 U m •••• 1/8" TEMP. GLASS • 5/18" AIR SPACE 1/8"HEAT STREN'D. GLASS •••••• • • : • : .090" INTERLAYER Cj • SAFLEX IIIG BY'SOLUTIA' 054 •••••• •••••• •••••• 1/8" HEAT STREN'D. GLASS 3 M rn m gg 0O 1 n ••••• •••• •••••• F SILICONE Q • • m DOW CORNING 899 Z 3 • • • • • • • • • •••• � 26 ST. STEEL � 3 2'} •••••• METAL SPACER • • • ••�••• 15 a W 0vo ••.... •••. .....• W • •••• • •• SS SIUCONE ALUMINUM OUTSFAV IMAN DOOR / SETTING BLOCKS AT INSU L, IAM. GLASS 3 SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. — NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS i5 SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. a LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. a DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION �� � • RESISTANCE IS REQUIRED. 1 L THIS PRODUCT HAS N'•U!f c • S BEEN DESIGNED AND TESTED COMPLY 'MVH THE 4 Sk g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING UDING HIGH VELOCITY , HURRICANE ZONE (HVHZ). : 39 3/4" MAX. (' 0° FRAME WIDTH FRAME WIDTH I _ HEAD&SILL ANCHORS AT STILE ENDS Z n 3 (4)AT 3"O.C. � 12" " uZi 5" MAX. HEAD S" MAX. 12 MAX' A P Ii HEAD/SILL - HEAD SILL HEAD/SILL O CORNERS CORNERS A SILL 00 \ U. I F ==v===== LOCK OPTIONS -_____ _____ LOCK OPTIONS SEE SHEET 7 SEE//S)1EET7 • R II • N \\ " / � v I �co •.•.• •• 8 li \..• B \\ // r TIMI 3�"� N Z ACTIVE INACTIVE I ACTIVE mm l Oar ...... ^o SURFACE APPLIED • m SURFACE APPLIED m z U W FALSE YUNTINI6.OIt ..•28 15/16"..•... FALSE MUNTINS OR 26 15/16" 26 15/18° 3 = Mi W DECORATIVE CRILL • .L. OPG. a DECORATIVE GRILL D.L. OPG, O.L. OPG. �% O MAY BE USED •••. • • MAY BE USED �i NOTE: •..•.• 037" MAX. 0 37" MAX EGRESS REQUIREMENTS TO BE REVIEWED •.•.•IIEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL. o DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOUBLE (XX) NOTE: H DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE •& FRAME LEAF I FRAME FRAME LEAF FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) WIDTH WIDTH HEIGHT E%T.(+) INT.(-) WIDTH WIDTH HEIGHT EXT.(+) INT,(-) AND FLORIDA BUILDING COMMISSION rn H 39-3/a" 37• 1 98" 70,0 75.0 . Or c76 37 98" 5 AU D.L.O. DIMS D.L.O. HEIGHT FRAME HEIGHT 11.125" Engr:JAVA AHMAD o rn '� o D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" FLA.PCIVIL 7J592 S D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 C.A.N.3538 a` u O drawing no. JUN 82011 W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF 148" 4 U 0 SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS 1� 8 (SEE NOTE BELOW) FRAME WIDTH HEAD&SILL ANCHORS I MR'E E SIDELITE AT STILE ENDS a FRAME WITHOUT WITH REINFORCING REINFORCING CLUSTER OF (4) AT 3"O.C. O j HEIGHT 12" (4) ANCHORS 1I-- S INCHES EXT.(+) INT.(-) EXT,(+) INT.(-) AT HEAD/SILL 12" 70.0 75.0 70.0 75.0 5" MAX. iYP. MAX. _ a. a. 70.0 75.0 70.0 75.0 HEAD/SILL F / -\ A HEAD CORNERS SILL Oi U 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 \ LL 81.7 66.1 61.7 68.1 I I Q y 70.0 75.0 70.0 75.0 / \ M 70.0 75.0 70.0 75.0 86 70.0 75.0 700 75070.0 75.0 781.7 66.1 81.7 66.1AI ��I00070.0 75.0 70.0 75.0 H I EW ty92 89.8 89.8 70.0 75.0 / II \ f�64.1 64,1 70.0 75.0 _63.3 63,3 70.0 75.0 C7 yy 24 63.3 63,3 70.0 75.0 = ^I li'�' i m ��' uo '/' <bp^ JO 98 57.8 37,8 70.0 75.0 I( II I I J 'i h 36 53.1 1 70.0 75.0 ---- Ir----- \-- r----- / 37 • 52.4 ••b?.4 70.0 • 7;l.S I • • • • • ii \ ii � � y�j1 •••••• II \ II / AS •••••• • • REIN60RCING • ii \I / •• 4-- "Ti•• LO X�TION• SE SHEET G•••• / 00 o �II 0 1-1 1INACTIVE ACTIVE 3• • ••••• 0oSURFACE APPLIED x U w•Sig T DTHFs rH a m W w rn FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" _ • • • DECORATIVE GRILL D.L. OPG. D.L. OPG. • 000* • •• MAY BE USED •6660 37" • • • NOTE: •••••• LEAF WIDTH SIDELITE FRAME WIDTH FOR DOORSCAPACITIES SEE SHEET 2. MAX. 76"MAX, FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH LOWER VALUES FROM DOOR OR SIDELITE CHART o WILL APPLY TO ENTIRE SYSTEM. (OXXO) N _ GLASS I)1 0 DIMS MIYtl e•ie►w6K(whd D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" / o N og O.L.O. WIDTH (SIDELITE) � FRAME WIDTH - 4.438° o g U-1 c O r o i En9r.JAVAO AHMAD n o CIVIL. �1 FLA.PE i 70592 0 3 CAM.3536 NOTE: S GLASS CAPACITIES ON THIS SHEET ARE � ANDED ON ASTM FLORIDA BUILDING COMMISSION GUSTS) jUN 2 9 2012 Browing no. DECLARATORY STATEMENT DCA05-DEC-219 W12-08 sheet 3 of 9 2BY WOOD BUCK O` 9/1W MIN. TYPICAL ANCHORS EDGE DIST. 18Y OR �� w THROW BOLT ED SEE ELEVATIONS W000 BUCK WOOD STRUCTURE PENETRATION FOR SPACING SEE NOTE SHEET t METAL �I EDGE 0STRUCTURE a EDGE DIST. 1 Z n 3 a a e U 25 •I I VI I.3� 0 9 1 1 1 '. 17i �i SGW Oss i � 2e z TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE 1 FOR SPACINGS SEE ELEVATIONS SEE ELEVATIONS a-c 7 FOR SPACING FOR SPACING C -------------------- jI MIAMIEDAOE COUNTY-APPROVED,, J ::SEE CUPPED MULLION I I:SEE SEPARATE 1 . W • • GLAZING OPTIONS ••• •• • • • SBE SHEET 1 TYPICAL ANCHORS • • ••• SEE ELEVATIONS ~• , • •• FOR SPACING O r • • ��O M) N 3 •• •PG •• WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 M n • • • •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z3_j • • • AND TRANSFER THEM TO THE BUILDINGSTRUCTURE. • • •• GS z v� •• • ]4.I Pi • •• ••• V w , •• •• •• ••• W(mm •• • • •• TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • 114" DIA. U TRACON By p' •• •• • • • (Fug 177 KSI, Fy.155 KSI) • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRYM `o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY D c 7q 7 I DIRECTLY INTO CONC. OR MASONRYm 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 cT1 l.Lyw._�. 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) B s5 i 26 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o c r g i INTO METAL STRUCTURES y 8 t < STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c° 25 1 1 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w .� Engr.JAVAD AHMAO o TYPICAL D• DISTANCE CIVIL FLA.PE;1 70592 s n INTO CONCRETE AND MASONRY = 2-1/2" MIN. CAX 53a m ° v ° INTO WOOD STRUCTURE = 1" MIN. K a EDGE DIST. TYPICAL ANCHORS INTO METAL STRUCTURE = 3/4" MIN, Z9 1/2' MIN SEE ELEVATIONS drawing no. ROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. JUN 2 S 20V NETRATICN C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. W12-08 sheet 4 of 9 U 1/4" MAX. SHIM © CONCEALED FLUSH BOLTS 1/4" MAX. O N _ 3 SHIM J 'PICAL ANCHORS 18Y LEVERS AT STILE FACE SEE ELEV. 16 .WOOD BUCK F FOR SPACING ACTIVE LEAF 0^.+ C 2 24 a N Q ' TYPICAL ANCHORS m t P SEE ELEV. t FOR SPACING O gq��K ^ 23 W W;"'666iii 25 EXTERIOR LL 19 9 J O D.L.O. Q METAL STRUCTURE LEAF WIDTH j SINGLE DOOR FRAME WIDTH LOCK OPTIONS V •••• SEE SHEET 7 N •••••• • • • • 1/4" MAX. W • • •••••• LOCK OPTIONS SHIM00 1 M X. •••• •• •• O SEE SHEET 7 3 01 m N SHIM •• •-• •••• 3 •• •• CONCEALED FLUSH BOLTS CONCEALED FLUSH BOLTS o o M '^ LEVERS AT INSIDE FACE OF STILE 'YPICALg ��, . • • •••• LEVERS AT STILE FACE 28Y WOOD B K Z 3 OR FOR SPACING • 16 *� MOD STRU TURE ••i.• • • • "VGT�'� LEAF • ACTIVE LEAF EE NOTE EET o�J - 26 •••• 3 28 ai W O� • ••• • • • 21y • to, a. 23 0 1 25 TYPICAL ANCHORS 9 n 19 D.C.O. 11 tU SEE ELEV. vj� D.L.O. FOR SPACING LEAF WIDTH EXTERIOR LEAF WIDTH o c 0 0 DOUBLE DOOR FRAME WIDTH c O •fir Engr. JAVAD AHMAD «> •� o CIVIL 3 I FLA.PE @ 70592 C.A.N. 3536 s 11tl111d�9f1d11A °CAIr01 $ � o drawing no. DOOR DETAILSW12-08 JUN 282112 sheet 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS 8 EDGE IST._ FOR SPACING 1 p N s ; 1 O .fin # J a s O 22 U 2 4 .1 QQ a< � U • 3f •• ••• • • SEE�EE P'IONS REINFORCING 12 SMS• • • 1/4"MAX, O AT 5" FROM ENDS O 19 SEE SM ET 3 W • SHIM AND 11" O.C. MAX. W ••. • • • •• " 5 VIn w � r+ • • • • 8 3 3 M a W •� :� ••• - �M N d •� • ••• 18 � 18 � � O J • �- Z_ 3 • • 3 Z� .•...(: • • • •••• � 28 130 0000 • I 24 00 • • • ii O ••0000 • •• • TYPICAL ANCHORS • SEE ELEV. -1 FOR SPACING -, 14 1S 25 2J O k' 14 D.L.O. 19 9 L-LO, ug 4 4A EXTERIOR LEAF VADTH SIDELITE WIDTH DOOR FRAME WIDTH r 0 H 2 m0 UNIT FRAME VADTH y 0 c x O v tT 7}V7} f y3L3!� l Engr.JAVAD AHMAD ,:� •e o \ -.i`+M�r�yJ 538 AN. 3 CIVIL FLA. - �J pmdm F C592 a n 3 ICA I, TYPICAL ANCHORS pp drawing no. EDGE 01ST. SEE ELEVATIONS JN 9 O�201� W1 2_00 FOR SPACING SIDELITE DETAILS C7 sheet 6 of 9 ITEM / PART If REED. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �u u + 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - M 3 E603 - DOOR FRAME JAMB 6063-T6 - O j 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6083-T6 - 4A E626 - SIDELITE 9"BOTTOM FRAME 6063-T6 - W 5 E605 - SIDEUTE FRAME JAMB 6063-T6 - 6 E806 - SIDELITE SUP ON JAMB 6063-T6 - 7 E507 - LEAF TOP & BOTTOM RAIL 6083-T6 - 7A E825 - LEAF 9'BOTTOM RAIL 6063-T6 - 4 8 E608 - LEAF W'STRIP ADAPTER 8063-T6 9 E609 - LEAF HINGE STILE 8083-T6 - 01 10 E810 - LEAF LOCK STILE8083-TB - r O 11 E811 - LEAF ASTRAGAL STILE 6063-T6 - �i W& 12 E512 - LEAF ALIGNMENT BRACKET 6083-T6 - 3 egiggq LLZ�- F 13 E813 - LEAF CLAMP 8083-T6 4-1/4" LONG � 13A E013 - IHINGE BACK-UP PLATE 6063-T8 12"LONG ` 14 E514 - GLAZING BEAD (5/18"LAM. GLASS) 8083-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-TS - O 15 E615 - GLAZING BEAD (INSUL. GLASS) 6083-T6 - V 16 E616 - SNAP COVER 6063-TS - ,n •••• 17 E613 - BOLT SUPPORT 8083-T6 NOT SHOWN • • •••• • •• 18 - AS REOD. SIDEUTE MULLION REINFORCING 6063-T6 - •••••• • • • ••• � 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN &ASSOC. LOCKS •••••• 20 F81202 - FLUSH BOLT LEVER - SULLIVAN &ASSOC. • • • 21 FBR91455 - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN &ASSOC. wMION 4 -A 1•• • •••••• 22p12 SMS AS REDD. FRAME ASSEMBLY SCREWS ACTIVE LEAP!•••• •••• •• •• 23 p %3/4" - HINGE INSTALLATION FASTENERS - FH SMS 4 POINT LOQ4j<**"BLY DLO?fW9 j?'INTERLCIlIf•u411p.' C 3/B' DIA. THREADED ROD STEEL -,2) LOCKII•C POWTS ENGAGING AT INACTIVE LEAF - PILE W'STRIPPING WOOL ULTRAFAB = Z _I/2"DIA. TFRLON OQ.TS AT TIIP•ANO BOTTOM ENGAC814 FRAME 'AT HEAD SNO SILL •! • •• • • 3020 - BULB W'STRIPPING SANTOPRENE EPDMTHROW B47606jT,��HED TO LOCK BY3/8"CONNOT&I RODS - GLAZING BEAD BULB SANTOPRENE ULTRAFABO d..00K LOCATED AT 4IR-1/2" FROM•BOTTOM •••••• GLASS SPACER SILICONE FRANK LOWE RUBBER CO. U• - - FLUSH BOLT CUP NYLON W INACTIVE IFS••• •••• •••f•• - I POINT Lodk ASSEMBLY BY%4TERh•USA INC.' 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK � /2"DIA. TV8W BOLTS AT T01'+•�S{AOTTOM EN:AGIp1L•A�iME 31 DLO WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD•ND*S"• • • • 33 #10 X 3/4" 2/ADAPTER FH SELF DRILLING SCREWS THROW BOLTS ATTACHED TO UD60%*3y8" CONNECTING RODS - - .00K LOCATED AT 42-1/2" FIRM BOTTOM 34 - 2/ UTE SETTING BLACK, 1/4" X 1/2'X 4'LONG EPDM AT 6" FROM EACH END, DUROMETER 6535 OPTION M2: 35 - 2/LITE SETTING BLOCK, 1/4" X 3/4'X 4' LONG EPOM AT 6" FROM EACH END, DUROMETER 6535 SSI+ ACTIVE LEAF: t :ONVENTIONAL DOOR LOCKSET WITH HANDLE 0 LELTA 890 BY'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM SEALANTS: s :EY OPERATED ON EXTERIOR AND THUMB TURN ON VTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ANCEALED FLUSH BOLTS BY'SULLIVAN & ASSOC,' SCHNEE MOREHEAD JM5504 SEALANT. r e /2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL H c g IANUALLY OPERATED LEVERS MOUNTED ON STILE FACE BINGES '� < OCATED AT 10-5/8" FROM TOP AND BOTTOM co OCK FASTENED TO STILE WITH (2) N8-32 X 1/2" FH MS 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE II�M O PART MFD-107 BY SULLIVAN &ASSOC. n N _CTIVE�LEAF: 3 HINGES PER LEAF Wt 'Z- a ONCEALED FLUSH BOLTS BY'SULLIVAN & ASSOC.' BOTTOM HINGE AT 10-1/4" FROM BOTTOM En9r:JAVAD AHMAD ,:� o_ /2" X Z" THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4" FROM TOP �lYr�<<�d FLA PEVIL70692 n EAD AND SILL CENTER HINGE AT MIDSPAN (38" O.C. MAX.) )�T.__ C.AN, 3538 ANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED WITH #10 X 1" FH SMS F LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM $ $ t (5) SCREWS AT HINGE STILE O OCK FASTENED TO STILE WITH (2) p8-32 X 1/2" FH MS (6) SCREWS AT FRAME JAMB drawing no. NOTE: LOCKS MUST BE ENGAGED DURING W12-0 8 PERIODS OF HURRICANE WARNING. sheet 7 of 9 J F-- .04 000 �^--1.750 u -{ F`'519 p-394 {x.130.� I I �� I 325 L. ,803 .045 .803 .050 ,803 ,045 c1 Z m 3 1.625 .078 I J 1 4.031 1,047 1.047 1.172 -.x 4,750 k--2.082--J 1a GLAZING BEAD 14A GLAZING BEAD is GLAZING BEAD 5/16"CLASS 7/16°GLASS INSUL, GLASS a O t DOOR FRAME HEAD/SILL °n �___a.000 -{ 1,507�4 1.soi� 7 LEAF TOP/BOTTOM RAIL ,� o �5 4,719EE 078 3.719 .078 J S 4,781 w f .078 1.750 1.507 O 8.250 1.500 7 VUJ o •••• I 7.531 312 J • 4.000� I�. • •w•a • •• •• • s • • LE:F HINGE STILE Ds2 L7O7i� •••••• _ • • • 534 1.�Isp ••• • a o00 8 LEAF W'STRIP ADAPTER y�w.t� 0 ftmbsc kk IIDELITE TQP* QOTTOM QgA1E•• :• : j I 094 _ O o r1 90-••• •• •• 2.081 9290 0 • ••yS0 1,507 1.750�1 .312 .442 1 d Z 3 cl u • oae • • •• (� 3 Z • � 078 7A 9" BOTTOM RAIL tsaa O • • I� • •••••• • ;J 10 •••LCAF•LOCK STILE 1.507-1 LEAF ALIGNMENT BRACKET 75p 0 ...... F-,281 FRAME COVER •�•• • ••• 5.344 I_x •••w• 078 375 -� • • x.687 • 3i 125 .050. 7 1.507 1.750 2.081 1.57 •125 3.781 0 3.719 .078 I • .154 {�--4,000 11 13 LEAF CLAMP SNAP COVER LEAF ASTRAGAL STILE HINGE BACK-UP PLATE L= 9.000 8.281 c•,�^� 1.500 bj 1.500 �I 1.250 Imo- t6 ,� a g +I 625 r 719 719 SIDELITE MULLION REINFORCING 0 a O .078 Engr,JAVAD ANMAD n °� a 4.00Dy 4.000 FLA.PE 70 3 592 S 1.625 4.188 C.A.N.. 538 .078 2.097 v `u _�1.507 .078LjL__- O 4A 4.000 drawing no. JUN 29201Z W12-08 DOOR FRAME JAMB 5) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (s SIDELITE SLIP ON JAMB sheet 8 of 9 I N / 0 J w 115A / 1 as i 0 = N N • • • •••• • • •DOOR FRAME OORNER • ��l • • •••••• • roo •••••• •••••• •••••• SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER c oM • • � Z 31J' • w rn� •••••• •••• •••••• •••••• • • • wwrwNr • • 12 _ sawc� 170 n JI m `y � I c d' C O Eng,.. JAVAD ANM 7 � o CIVIL FLA. PE[70592 o n C.A.N. 3938 .h h O drowing no. LEAF CORNER N 9 8 2012 W l 2-08 sheet 9 of g WS 1 L1. 3goi. Oct 36 2014 T M1AM1•DA€3E D L011-DADS COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RES 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIMSTRATION DIVISION 786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA .,w.niinmidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street to 0" Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Ahem.Horiz.Rolling Wdw. (L.M.I.)"sheets I through 7 of 7,dated 02/24/09,with revision D dated 02/12/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement.. "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for tennination 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 NQA shall tie provided to the user by the manufacturer or its distributors and shall be available for i�pget*o**at.t%@Sob lite at the request of the Building Official. This NOA revises and renews NAAA 132=03 and cg1V1sts of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted docurnentatio4 wa,):%viewed by ManuclPere P.E. ... . . . . . . . •• NOA No.14-0317.01 M1AMI DADE COUNTY f Expiration Date: May 27,2019 � Approval Date: April 10,2014 ••• Page 1 . .. .. . . . .. .. ... . . . ... . . r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H. Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTLr-7635,dated 12/09/14, signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226A, dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subinitted under NOA#09-03X2.08) 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-08-22268,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) .. ... . . . . . .. . . . . .. . . . . ... . .. ... .. . . . .. • ... ... Manuel?erez,P E. ... Product Contrdi Exa ner NOA No.1 - 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED B. TESTS (coNTINuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum. horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-031.2.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20.1-94 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 tutder N0.24-0312.08] ' .. ... .. . . . .. • •• ... Manue ere P.E. • Product ContT' 1 E miner ... • NOA No. -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 ... ..E-02 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,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. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. . for their"DuPont Bntacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,February 24, 2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E., Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I.",approved on 05/02/13 and expiring on 05/27/14. .. ... . . . . . .. . .. . . . . ... . • ••• ••• Manuel Pe z, ,.E. • Product Controlxam'ier • NOA No. It 7.01 . .. . . . . . .. Expiration Date: May 27,2019 Approval Date: April 10,2014 OVE-6 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 72" 111" ( w WINDOW WIDTH WINDOW WIDTH m�V N I 3 1/2"MAX. 4" g 3 1/2"MAX. 4• 10 5/8"MAX. mei Z 3 m m W2p3 Y\„riU mN _'IIIiI'I-/9/J�/_7�1''i'I1. -i'I1'1�fI'ii'-/♦,i�l�I'1i'Il1 �mQ pm mSp \�MAY\BE UUSED HED/SILL CORNERS CORNERS ORNERS m 0HEADESILL HEAD SILL ••••••: •••••• �a�1• QQQ�ZUW( n•.mma0 1 , QQ 40L3 9mmJ i__- I, p 41 FALSE MUNTINS FALSE MUNTINS 3/4” (SURFACE APPLIED) 32 3/4` D.LOPG.MAY BE USED D.L.OPG. O.L. OPG. (SURFACE APPLIED) 3s 3/8" .1 •• •• • VENT WIDTH •••••• ••• W o0• •t• VENT WIDTH ECO—GUARD SERIES-200 • � TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING {YINDOSY o o�•�! ••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO Bl•AS PER• •• •'" • CHARTS SHOWN ON SHEETS 2. •••• •• 1111Z 3 •• 3 Z �, • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY�I��•• 0000 Oµ4 A •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLINS WIfN OTHER to•• U 0 �ISI9( ••• SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WI D NG �., W of F • TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADE COUNTY APPROVED MULLIONS IN 8Ef1 , _ •O• EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWION APFwOVAL • 0% WILL APPLY TO ENTIRE SYSTEM. •••• 1/8"HEAT STREN'D. GLASS ••• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WISH THE •• • 1/8"HEAT STREN'D.GLASS J�ENTR- " STRE ' .GLASS 5/16"AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • HURRICANE ZONE (HVHZ). *000 o g 1/8"HEAT STREN'D. GUTS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - .090"INTERLAYER AYER BUTACITE PVB BY'DUPONT' BY'DUPONT' .090'INTERLAYER LOADS TO THE STRUCTURE. 12 BUTACITE PVB BY'DUPONT' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS i 3 1/8'HEAT STREN'D. GLASSAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1/B"HEAT STREN'D.GLASS SILICONEILICONE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. p DOW CORNING 899OW CORNING 899 d c o- F CE SCS 2000 E SCS 2000 SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. E o 0 6 i m iDOW 899MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METALSCREWS, THAT P c°COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE2o 42REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.Engr.JAVCMLAHMAD PRGOUCT RGVISED23HA.PE 11 70592 Buias dmg Codplying eIh 16e FloridaCA.N-3538 Acccldencc NoF 11; Exli rallal Dale oi�I 8 aE 1,1;1 i Q 2117 By CARDl � o CARDINAL XL '� `�` Mimi ade Produce Callrol!" drawing no. EDGE SPACER SETTING BLOCKS AT INSUL. LAM. GLASS ;rl ( WO9— Z GLASS TYPE 'A' GLASS TYPE 'H' ST.STEEL GLASS TYPE 'C' NOTCH GLAZING BEAD LEG i �- TO CLEAR BLOCKS I' �f GLAZING OPTIONS sheet 1 of 7 DESIGN LOAD CAPACITY-PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) ��V W/O REINF. WITH REINF. W/0 RR1NF. WITH REINF. W/0 REINF. WITH REINF. CLASS TYPE GLASS TYPE GLASS 7YPE GLASS TYPE CLASS TYPE GLASS TYPE GLASS TYPE GLA9. TYPE CLASS TYPE c WINDOW DIMS. A 'A' 'B' 'C' WINDDW DIMS. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' 'C' ZO 3 WIDTH HEIGHT EXT INT.(-) EXT.(+) IW.(-) EXT.(+) IW.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT ETR.(+) INT.(-) ETR.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 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 74" 26" 9 70.0 80.0 BOA 90.0 70.0 80.0 (((��� 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 90.0 80.0 90.0 70.0 80.0 `a5i g U 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 � L 74' 8 70.0 80.0 60.0 90.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8" 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' (3) 12 70.0 60.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 - - 80.0 80.0 70.0 80.0 R Fy h 37" 38-3/8' 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 90.0 111' 12 - - 80A 90.0 70.0 60.0 53-1/8' (3) 6 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 74" 50-5/8` g T9 50-5 8' - 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 8 70.0 60.0 80.0 90.0 70.0 80.0 106-1/4' (4) 12 70.0 80.0_ 80.0 90.0 70.0 60.0 (4) C 4 I C 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 a0.0 50.0 90.0 70.0 80.0 74' 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (5) 53-1/8' (4) 6 70.0 80.0 80.0 00.0 70.0 80.0 106-1/4' 63" 12 70.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 2 - j 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 111' (5) 12 70.0 70.0 80.0 80.4 70.0 80.0 84' 24" 9 70.0 80.0 90.0 90.0 70.0 80.0 Q Y 26-1/2' _ 4 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (2) 12 70.0 80.0 50.0 90.0 70.0 80.0 37' 63 4 68.9 77.5 90.0 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 60.0 80.0 70.0 80.0 �� 53-1/8` (5) 6 70.0 70.0 80A 90.0 70.0 80.0 96' (2) 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 U o 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 811.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 50.0 90.0 70.0 80.0 h 24" 4 70.0 80.0 80.0 90.0 70.0 50.0 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 m 36" ! 70.0 60.0 80.0 80.0 70.0 80.0 84' JB" 9 70.0 80.0 80.0 90.0 70.0 80.0 108' - - 80.0 90.0 70.0 80.0•• (/) _ 48" 22) 6 70A 80.0 80.0 90.0 70.0 a0.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0_ 72' 9 70.0 80.0 80.0 090.0 •70.0 80.09 I2II ••• 60" 6 70.0 80.0 60.0 90.0 70.0 80.0 108' 12 70.0 60.0 l0.0 90.0 70.0 80.0 84' (4) 9 _70.0 70.0 80.0 �.P 7110 80.0_ • •• 72" 8 70.0 80.0 60.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.D 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 60.0• W � • • (((//////0_c•• 0000 24' 4 70.0 80.0 80.0 90.0_ 70.0_ 80.0 84" 48' 9 70.° 80.0 80.0 90.0 70.0 80.0_ 72" 60" 9 70.0 70.0 80.0 90 S 70.0 80.0 36' 36" 4 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 (5) •• •• 8 O Q n •• 48" 6 70A 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD h SILL •••• • 1 O 01 • 60" (3) 6 70.0 90.0 80.0 90.0 70.0 90.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB *0000* ••• Z 3�•% •• 72' 8 70.0 50.0 80.0 90.0 70.0 80.0 Be 60' 9 70.0 1 80.0 90.0 70.0 80.0 �' $Z} • 24" 4 70.0 80.0 a0.0 90.0 70.0 80.0 96" (5) 12 70.0 70.0 80.0 90.0 70.0 80.0 •••••• •• 1 J •• _ _ • 0 36" 4 70.0 80.0 80.0 90.0 70.0 60.0 108" 12 70.0 70.0 80.0 87.6 70.0 80.0 • •• N^ (.);Wee 000 48" 48' 6 70.0 80.0 80.0 _90.0 -70.0 80.0 A = NO. OF ANCHORS PER HEAD k SILL (1/4W) (1/2W) 4(wao w --m •• 80" 6 70A 80.0 80.0 90.0 70.0 80.0 ( ) = N0. OF ANCHORS PER JAMB �. �. • • • 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 r� • :•• • •• ••• 24" 4 70.0 80.0 80.0 90.0 1 70.0 1 80.0 • • • • W c ••• 36" 4 70.0 80.0 80.0 !.7.6 70.0 80.0 Goes••• • ✓ & • 48" 65• 6 70.0 70.0 80.0 70.0 80.0 (1/3W) ! (1/3W) (1/3W)60' () 6 70.0 70.0 80.0 70.0 80.0 ;. �. •••72" a 70.0 70.0 eo.o 70.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH N>' A = NO. OF ANCHORS PER HEAD & SILL 'XOX' e•'q O - N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NATE: c • GLASS CAPACITIES ON THIS SHEET ARE °°=^- XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 3 a u o AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 g7 En9r.JAVAD WiM.40 PROOUCTRF,VLSED n �3 FLA,PEML 70592 as wmPlymg with the Flodds S I 3 Building Cade LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS C. .536 5'36 Ac-pluweX'o G/ y E' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE ir"10 e M a XO OR OX' FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL /A FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF I.,, ' ti�S drOW1"9 DO' / _ ­n;7de Prodacl Control, SEE SHEET 4 FOR DETAIL. / W09-12 U 1BY TYPICAL ANCHORS V/OOO BUCK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS t STRUCTURE SEE ELEV.FOR SPACING A ad:e MIAMI—DADE COUNTY APPROVED o 0 3 �C ` 'q " a MULLION&MULLION ANCHORS p O J SEE SEPARATE NOA I NOo O O 17 D a 9 TYPICAL ANCHORS TYPICAL ANCHORS ;3 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING Z WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. J w WEE HOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING •• �j W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. TAPOON BY 'ITW' (Fu-120 KSI,FY-92 K0 ••• • W • • • AND 37" O.C. MAX. 1/4" DLA ULTRACON BY 'ELCO' (Fu-177 KSI,FY-15,0RSO • •• • O SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES•••••• ••• jj �•i • • 1-1/2" MIN. PENETRATION INTO WOOD • o a x see*** ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ?i to t)•m • $ 12 JOINT SEALER. THRU 16Y BUCKS INTO CONC. OR MASONRY 0004, • 8 O o i •• z o yC Wi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • Z�LL 3 W •••• •• DIRECTLY INTO CONC. OR MASONRY o $z ••^° ••• 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY•• ••0 ••• O�r J A •• •• •• •• U: Ub ••• N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W rn2 • INTO METAL STRUCTURES 0••0.0 O• STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • :see • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)'! •••• (STEEL IN CONTACT WITH ALUMINUM TO BE Puy::QIg TAINTED)• •• •• • 9 #14 CMS OR SELF DRILLING SCREWS (GRADE 2 CRS) •• • `o K,r g�gj /s@8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 3€ (NO SHIM SPACE) 3 2 1 g a TYPICAL EDGE DISTANCE 1B m w a� INTO CONCRETE AND MASONRY - 2-1/2" MIN. n 13 na INTO WOOD STRUCTURE = 1" MIN. u$ INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc m 3000 PSI MIN. <m u o 26 I I C-90 HOLLOW/FILLED BLOCK AT JA98S Pm - 2000 PSI MIN. r� ---f En9r.JAVAO X MND PRODUCT REVISED •� All 1 CIVIL -canplying with the Florida t r e t FIA PE!70592 Saildiag Coda o '. '•' •I .. CAN. SN Ac..pt nce No Q• 3 k 2z inti.. < d\_ • 8 < \ ° • ^. i OTYPICAL ANCHORS by drOwiO j 7 TYPICAL ANCHORS •" t i, Miani ado Product Control 9 SEE ELEV. 1BY SEE ELEV. tt.,I. � � t•!11'1 FOR SPACING tFppD BUCK FOR SPACING W09-12 w, �- O sheet 3 of 7 1/4'MAX. v W SHIMS � N 1/ M O O O TYPICAL ANCHORS SHIMS �0 a � 8 7 5 FOR SPACING Q 21 J TYPICAL ANCHORS 17 0! SEE FlEV. Qqq FOR SPACING _ _ _ 5 23 R� METAL 17 20 STRUCTURE -_-__SCREEN OPT. ------- 20 ___20 27 8 17 1BY 4 STEEL REINFORCWC WOOD RUCKS {L? AS RED.. J D SEE SHEET 2 FOR CAPACITY WINDOW WIDTH Q W el XO LAYOUTimi TYPICAL ANCHORS V No SEE ELEV. FOR SPACING 1/4'MAX 3 J N 1/4'MAX. VENT WIDTH VENT WIDTH SHIMS • q, v SHIM D.L.OPG. D.L.OPG. • • ••• W OOD TYPICAL ANCHORS •••• • •• • 2 8 7 LF�� ELEV. PACING17 •••f•• •• fa t�H 00 •0• 0000•• 5� �j C) • ---= 25 - - - 00000 • N3 OQ oM•r ... ,•n • • • • Z U_ --_ 0000 •• 3 �,IR •• 3z 17 20 ' R 0••0 0.00••00• �WOOD B K ----------- V, ----SCREEN OPT -SCREEN •• WWOOD STRUCTUR � � •••• O •0 • • • • 17 1EY 4 8 11 12STEEL REINFORCING Y WOOD DUCKS • • •••• •0• D.L.OPO. AS REDD. �z EXTERIOR SEE SHEET 2 FOR CAPACITY • • • • • • • ••• wlNDow WIDTH •• • •• gg� • XOX LAYOUT •••• °Sd c u NWA-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV.FOR SPACING •• c•� °Fess <<m°o c� Engr.JAVAD AHMAD PRODUCT REVISED •� 4 CML s - --------S PE '}'.Q.�',={,•� xomplg'ilh the Florida F 92 3ui1diCA.N3538 tW—N Epirolon DI CREEN OPT. ny Product bolrov- o S«° drawing no. W09-12 WINDOW WIDTH WINDOW WIDTH ' sheet q of 7 4 V 0 METAL N STRUCTURE m� TYPICAL ANCHORS TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED 3 SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING MULLION k MULLION ANCHORS Z SEE SEPARATE NOA N O �41 �N vy tt�'iI QQ ALT. S Q< g 0LF3ai TYPICAL ANCHORS SEE ELEV.FOR SPACING 0 ••• to • • • ••• •••••• •• Fm•i •••0004*0 ' • Nh O •••••• •• ZF�•Ig • 1/4"MAX. •••• •• 3 • •• y 3 r • SHIMS 29 ALL •••••• •• Z •• • • • 0�Q •• •• •• i U 1,� ••• 3 W mf • •••• a, • TYPICAL ANCHORSS SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING rn•g� c © o c n Fri '" E S C+1.1.1 ALT. o 28 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER E"9"JAVCAU PR=CTRBVISFD S PE'/70592 as complying wish lho Florida M i \ CLAN.3578 Building Code _ g Acce lanae No •� g ex hation Dale <<( S t 5 0 1 5 B Miomi a&ptohetcodro} drowiono. � stieel s of � 2.750 1.067 ITEM PART I QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 FY201 1_ FRAME HEAD 6063-T6 L- 3/1� 2 FY202 I SILL T SILL 6063-T6 --- .500 715 3 FY203 I SILL TRACK INSERT 6063-T6 B1J 4 FY205 AS REGO. MOV.FRAME JAMB 6063-T6 - 0 zz li.140� 62 � ��® 5 FY101 AS REDO. FIXED FRAME JAMB 6063_-T6 - aI 1.718 O3.249 '�2 6 FYf04 1/VENT _ FIXED MTG. WJL 6063-T6 =--^�_ U 12 11 7 M05 1/VENT VENT INTERLOCK 6063-T6 8 _ FY206 1/VENT JAMB STILE 6063-T6 LL O VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - O y .813 _ 10 FY108 AS REDD. GLAZING READ(IAM.GLASS) 6D63-T6 NMl 2'095 .519-�--{ .130 IDA FYI IO AS RECD. GLAZING BEAD(INSUL LAM.GLASS) 6063-T6 - 1.140 1.610 1.250 T-�1.04rl _ _� 11 AS REDO. REINFORCING BAR STEEL V. 3 ,pq5 .803 12 - AS REDD. REINFORCING BAN STEEL -FRAME HEAD 13 FY204 AS RTEOD. ADD-ON SILL RISER 6063-T6 USE AS RECD. Q1.140 2.216 --I 1.047 14 FY208 _ 4/VENT ROLLER HOUSING&_GUIDE _ CEICON M 4L' .062 15 FY209 2/VENT ROLLER BRASS a L{ 1.1401.610 219 10 GLAZING BEADS ,(� IB FY210 2/VENT ROLLER PIN Si.STEEL =_ r- � �7 17 18 X I" AS RECD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 1,3gq 18 /8 X 3" 2/VENT FIX. RAIL SILL SCREWS(SILL END) CRS P.H.SMS_ V o 'BL 19 W23181 AS RECD. FIN SEAL W STRIPPING - ULTRAFAB J OB JAMB STILE 20 G3OOTI90 AS RECD. BULB SEAL 0-LON SCHLEGEL 1.058 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB,DUROMETER•6t! 111 m 2.063 22 E203 AS REDD, GLAZING BEAD BULB SANTOPRENE UITRAFA& OMETER 35 ���iii�Ill • •:• 3.876 078 2.501 1.250 23 FLB-50 AS REOD. GLASS SPACER SILICONE FRAAW F LOWE• •• • 24 SL203P 2/VENT SWEEP LATCH _- SSOC. 17)n W LL • 25 y8 X 2/LATCH LATCH INST.SCREW ST.STEEL OH SM98 aD•• ••• 1.1140,062 1.340 26 I/8"WA2L 2/WOW. WEEP VALVE AMU UCTS G.PROD $ 3 a7�� ••• !� 27 - 1/VENT 5/16"BOX SCREEN - OPIVOW• • }l •� • .500 I 28 FY120 __- FLUSH FRAME ADAPTER 6083-T6 _ pPTjw�i)� 3 A • -�- , •• 1�-1.J44 2.750 28 - 2/LITE SETTING BLOCK EPOM DUROMETER 75t5 SHORE A 3 Z • 1 �^y_ •• O7 MEETING RAIL •••••• ••• U mss ••• y O FRAME SILL • 2.186 •••••• O • 1.314 • • ••• • 5� ••• .340 2.312 1.422 1.202 •••• • •• $o • .062 •••• a 'm" z .062 qq f? 1.375 O S O SILL TRACK ° BE © FIXED MTG. RAIL .500 1.1871 .750 c•n n m O f n o .062 ��a mac .062 2.750 2.812 2.812 2.750 2.688 Enyr.JACmINIMAU PRODUCi'RBVISED n �J FIA PEI 70592 B-Inplilding fog with The Fla9d6 '3 DUii .062 CAN. 538 ce a�T.0 .500 .769 o` S II ` T A'+1't B7 O 874 V� .969 % { ('• drowng no. lvtiemi ado Pro ucl C9 IT1 �1se7 lsea 2611 i� a W09-12 O4 MOV. FRAME JAMB OS FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER v ' sheet 6 of 7 a i u U p W o SF / O 0 aW�f � J v p FRAME TOP CORNER JJ • • • W ••• •• • •• VENT TOP/BOTTOM CORNERS • W � •• •••:•• •• 1 NCCoo•• ••• t] •••••• 3 .gem • •••• • S O oM•`X ••• 9 00' z 10000 3 Z 000.001 () 00 • •• •• W { ••• • •••••• O • • • • • ••• • • • ti / • !4� U U g C 0 S Engr.JAVAO ANAVA PRODUCT REVISED + Cift u complying with dw Florida FRAME BOTTOM CORNER M N 3538 g2 Building Code c Aorayteuea g Ex�ir,atia,�Dateate i ��'�� '•i � .ilt Miss nJJJi deProduct Cain drowmg no. FIXED MIG, RAIL CORNER sheet 7 of 7 OCT 3 b 2014 CITY C0.4, Py MIAMI. AHAbII-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.minmidsdegov/econon_y Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 550"Aluminum Fiaed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-10,titled"S-550 Aluminum Fixed Window(L.M.1.)", sheets 1 through 6 of 6,dated 02/28/11,with revision B dated 01/11/13,prepared by AL—Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety" •• •• INSPECTION: A copy of this entire NOQ shjil;bj Iroyi"ta•t�e user by the manufacturer or its dishibutors and shall be available for inspedfion at the fdb site aftlfb 1ttluest of the Building Official. This NOA revises NOA# 12-022318 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 revieNre4 by-VlantgelJ?ergz,r.F . .. . . . . . •• NOA No.13-0206.08 M(AMFDADE COU{VTY 1 • • • • Ex iration Date: May 05,2016 • Approval Date: May 02,2013 ... . . . ... . . Pagel Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)",sheets 1 through 6 of 6,dated 02/28/11,with revision B dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. IIETI-10-3145,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.07) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201--94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3146,HETI-10-3147 and HETI-10-3149 dated 12/29/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA#11-0309.07) 3. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al-Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted under NOA#11-0309.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) . .. . . . . ... . .. ... .. . . . .. ' LManuel PerE. ' ••• Product Control Ex" er NOA No.13-0206.08 ... �, Expiration Date: May 05,2016 Approval Date: May 02,2013 ... . . . ... . . Eco Window Systems.LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest, dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.28) 2. Laboratory compliance letter for Test Reports No.HETI-10-3145,HETI--10 3146, HETI-10-3147,HETI-10-3148 and HETI-10-3149,issued by Hurricane Engineering and Testing,Inc.,dated 12/29/10,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#I1-0309.07) G. OTHER 1. Notice of Acceptance No. 12-0223.28,issued to Eco Window Systems, LLC for their Series"550 ECO-Guard"Aluminum Fixed Window—L.M.I.",approved on 05/03/12 and expiring on 05/05/16. .. ... . . . . . .. . .. . . . . ... . • Manuel Per , • ••• Product Control E mi r NOA No.13-0206.08 ••• ••• Expiration Date: May 05,2016 • Approval Date: May 02,2013 . .. ... . . . .. .. WINDOW WIDTH I FALSE MUNTINS D.L. OPG. (SURFACE APPLIED)) Z MAY BE USE6 A 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. V SHUTTERS ARE NOT REQUIRED. ECO—GUARD SERIFS-550 p ALUMINUM FIXED WINDOW 0 1 ,===y=?,L==== DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER z CHARTS SHOWN ON SHEETS 2. JQ b APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE O �I COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING U it MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN, v LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 3 N o1 • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • •i••• HURRICANE ZONE (HVHZ). w w •:•••• • 10 172" • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER y n • MAK• ••• 6" MAK. LOADS TO THE STRUCTURE. 3 M • HEAD HEAD/SILL ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS i O `� •••••• •••SILL •• •• CORNERS 1 • • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i Z •••i•• ? CAL ELEVAtIdL1••• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 3 z 8f ••••• •• •• ..::o ••• NOT PART OF THIS APPROVAL. • • • •• •••••• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 U v •••• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT to ltJ w •• ••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •••••• .:00 •••• f, REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. • • • too"TEMP. GLASS • • • • 3/8"AIR SPACE •••1/8"HEAT STRIDE?t&tS • • 1/8"HEAT STREN'D. GLASS 3/18"HEAT STREN'D. GLASS eR .090 INTERLAYER .090 INTERLAYER 090 INTERLAYER B P BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY'DUPONT' C 1/8"HEAT STREN'D. GLASS 1/8"HEAT STREN'D, GLASS 3/18"HEAT STREN'D. GLASS 3H{ 3 SILICONE 9 DOW CORNING 899 DOW CO SILICONE DOW CORNING 899 DOW CORNING 699 in � � S m � 5 n m � •`O i o 39 5 li i m r m 3 F I: i, ii 7 q Engr::AVAD AHM1D PRODUCTRPVIS13D p c I� CML ascompjyingwith the FlOft g & 4 F C.A.N/.357 S9Y Dullding(kde m 9 AcceptotweNO SETTING BLOCKS AT INSUL. LAM. GLASS E%plration Date 3 NOTCH GLAZING BEAD LEG By O GLASS TYPELOCKS Miam eieproduct CO d�owing no. ---� — GLASS TYPE 'AA' GLASS TYPE 'B' I',. W11-10 GLAZING OPTIONS SAN 15 2013 $heel ar 6 DESIGN WAD CAPACITY- PSF DESIGN WAD CAPACITY- PSF �� w WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE'AA' GLASS TYPE'8' W W o PiH (W)LENGTH (01 EXi.(+) 1NT.(-) EXT.(+) iNT.(-) EXT.(+) 1M.(-) WIDTH (W)ILENGTH(L) EXT.(+) INT.(-) EXT.(+) 1Ni.(-) EXT.(+) 1NT.(-) 30' 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 Z r 38' 70.0 75.0 70.0 75.0 70.0 75.0 32• 70.0 75.0 70.0 75.0_ 70.0 75.0 2 F' 42' 61.7 86.1 70.0 75.0 70.0 75.0 37' 70.0 75.0 70.0 75.0 70.0 75.0 48" 48' 54.0 57.8 70.0 75.0 70.0 75.0 42" 61.7 86.1 70.0 75.0 70.0 75.0 L 54' 54.0 57.8 70.0 75.0 70.0 75.0 48' 50-5/8" 54.0 57.8 70.0 75.0 70.0 75.0 A 70.0 75.0 70.0 75.0 53-1/8" 51.2 54.8 70.0 75.0 70.0 75.0 4 86' - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 ; WI (> 30" 70.0 75.0 70.0 75.0 70.0 _ 75.0 80' - - 70.0 75.0 70.0 75.0 > ehip 36• 70.0 75.0 70.0 75.0 70.0 75.0 63" - - 70.0 75.0 70.0 75.0 Q Qg 42' 81.7 88.1 70.0 75.0 70.0 75.0 26-1/2' 70.0 75.0 70.0 75.0 _70.0 75.0 1NOTE: Q 0 48" 54' 54.0 57.8 70.0 75.0 70,0 75.0 32' 70.0 75.0 70.0 75.0 70.0 75.0 1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 84' - - 68.9 73.8 68.9 73.8 37" 70.0 75.0 70.0 75.0 70.0 75.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 3 68.9 73,8 68.9 73.8 42' 81.7 66.1 70.0 75.0 70.0 75.0 88' - - 88.9 73.8 88.9 73.8 48' 3" - 70.0 75.0 70.0 75.0 Q 30" 70.0 75.0 70.0 75.0 70.0 75.0 53-1/8" - - 70.0 75.0 70.0 75.0 O 36' 70.0 75.0 70.0 75.0 70.0 75.0 58' - - 66.4 71.1 66.4 71.1 _ 42' 61.7 68.1 70.0 75.0 70.0, 75.0 60' - - 62.0 66.4 62.0 66.4 V 48• 60' - - 70.0 75.0 70.0 75.0 63" - - 59.0 63.2 59.0 63.2 v 54• - - 68,9 73.8 88.9 73.8 28-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 - 80' - ••4•62.0 66.4 1 82.0 66.4 32• 70.0 75.0 70.0 75.0 70.0 75.0 8 N 66" 3 62.0 86. 62.0 86.4 37" 70.0 75.0 70.0 75.0 70.0 75.0 Z , 30' 0000 •70.0_ 75.0 70.0 74.0 70.0 75.0 42• 76" - - 70.0 75.0 70.0 75.0 3 36" •••• 70.0 •Zg/L••• 70.0 75.0 70.0 75.0 48• - - 70.0 75.0 70.0 75.0 w w 4 42• 01,7 158.1 • 70.0 75.0 70.0 75.0 53-1/8' - - 70.0 75.0 70.0 75.0 48' •• - + 70.0 06.• 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 = 'S(0 M 54' •••• • - - 68.9 7.8 68.9 73.8 32" 70.0 75.0 70.0 75.0 70.0 75.0 Z a O 60• _ • _ • 82.0 88.6 82.0 88.4 37' 80' - - 70.0 75.0 70.0 75,0 j Z_ 3 W 30' • • 70.0 75.0 70.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 �i Z 38" ••• 70.0 • tf• 70.0 •PS.0• 70.0 75.0 48' - - 70.0 75.0 70.0 75.0 O a 42' 072' • - • - • 70.0 97I8.• 70.0 75.0 26-1/2' 70.0 75.0 70.0 - 75.0 70.0 75.0 U 4' •••• • - N W Otwm . .0 . 32iFv 70.0 75.0 70.0 75.0 70.0 75.0 54" - - 68.9 76.8 88.9 73.8 37' 84" - - 70.0 75.0 1 70.0 75.0 O 30" • 70.0 •75.0 • 7o.0 5. 70.0 75.0 42" - ^ 70.0 75.0 70.0 75.0 36' 70.0 .d• 70.0 78E• 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 42' •••• • - - 70.0 975.0 4 70.0 75.0 28-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 •^ 70.0 75.0 70.0 75.0 32" 90' - - 70.0 75.0 70.0 75.0 c 30" 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 70.0 75.0 0 36' 84„ - - 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 N75.0 42' - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 $ 3 48" - - 70.0 75.0 70.0 75.0 32" 98' - - 70.0 75.0 70.0 3 30" 70.0 75.0 70.0 75.0 70.0 75.0 37" - - 70.0 75.0 .70.0 36" 90" - - 70.0 75.0 70.0 75.0 42' - - 70.0 75.0 70.0 •- o 42" - - 70.0 75.0 70.0 75.0 1 .YI 0 JO" - - 70.0 75.0 70.0 75.0 0,m 36" 98• - - 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 _ £ngn JAVAO Z" 4 NOTE: CML PRODUCT REVISED , GLASS CAPACITIES ON THIS SHEET ARE FLA.PE d 70592 escoirplyingwith 16eFlorida C.A.M.BASED ON ASTM E1300-04 (3 SEC. GUSTS). G .H.5538 BaildiagCode Acceptaom No JxpimlionData���/� � $ By drawing no. Mimni ade PmdoM Cont b N 15 -10 2 3 C� W11 sheet 2 of g 1BY ANCHORS pj SEE ELEV. WOOD BUCK FOR SPACING STRUCTURE UJd TYPICAL ANCHORS - °e .e a yTYPICAL SEE ELEV. MI—DAOE COUNTY APPROVED ° FOR SPACING MULLION & MULUON ANCHORS a° SEE SEPARATE NOA �fnn O 0t a TYPICAL ANCHORS TYPICAL ANCHORS j; 1! 2 SEE ELEV. SEE ELEV. :✓J i! j! FOR SPACING FOR SPACING Q Ij II � J I' TYPICAL ANCHORS: SEE ELEV. FOR SPACING r •i` ii WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 3 ' 8i i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 114" DIA. TAPCON BY 'ITW' (FUo120 KSI, Fy-92 KSI) z • • :Doe*: ii � ••� AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. U TRA.ON BY ' •0' (Fu=177 KSI, Fy-155 KSI) � .. • � ! ! ' • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W • •• i' • • 1-3/8" MIN. PENETRATION INTO WOOD F ao I a • j ! •• •• THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 m M o •• • . I. • • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z 0- •• • i I •• 00: DIRECTLY INTO CONC. OR MASONRY Z; $ • • i. 1-1/4" 3 z / MIN. EMBED INTO CONC. OR MASONRY • ••• e !i i • •• 114 SMS OR SFI F GRILLING SCREWS (GRADE 2 CRS) ut • • • ii !j •• ••• INTO METAL STRUCTURES IiY W rn f 1 'i STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • !i ! ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) • • i !i • •• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • ! ! #12 SMS OR SELF DRILLING SCR (GRADE 2 CRs) j ii 2 INTO MIM I—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 4 1` (NO SHIM SPACE) c 4 TYPICAL EDGE DISTANCE $ INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. © 1 INTO METAL STRUCTURE = 3/4" MIN. c m 4 y CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. o 6 1 C-90 HOLLOW/FILLED BLOCK AT JAMES Cm - 2000 PSI MIN. o jf— o 4e : . Engr.JAMA AM= PRODUCT REVISEDCIVIL ° scnvlyinswittbeF od Fe0 CAN. gt ° 8 o PAL ANCHORS TYPICAL ANCHORS $ 3 B .< SEE ELEV. °.' 1BY SEE ELEV. Mietnl adc drawing no. FOR SPACING •, WOOD BUCK FOR SPACING Pmdu¢iSon 1,— N 5 2 3 W11-10 �A sheet 3 of 6 1/4'MAX• 1/4"MAX. SHIMS 1/4"MAX Z • SHIM SHIM O TYPICAL ANCHORS SEE ELEV. PPICAL ANCHORS 4 2 FOR SPACING FOR SPACING 28Y WOOD 8UC t.v D STRU URE lay _WOOD BUCKEXTERIOR CAL ANCHORSMETAL SEE ELEV. STRUCTURE D.L.OPG. FOR SPACING WINDOW WIDTH v • • • • • • La,I LU •••••• • • • • X w� • • • MlWI-DARE COUNTY N r • • •••••APPROVED MULLION O1 • SEE SEPARATE NOA TYPICAL ANCHORS O O •••••• •••• •• •• SEE ELEV. FOR SPACING 0 • � 0 :...•: ' • .•.. La�g 0 EXTERIOR o • WINDOW WIDTH WINDOW WIDTH - e,�.. 0 0 r 6 m FC Engr:JAVAD AHMAD PRODUCT REVISED e CM4 as CanPlying with the Mtortda FLA PE 70592 tluilding Code g CAN. 57a AaePlanceNo -C .QB �xpiradon BY h7MVN a!e Product Con I,!" drowing no. JAN LU1 W11-10 sheet q of 6 O METAL w STRUCTURE TYPICAL ANCHORS MIAMI-DARE COUNTY APPROVED I s SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA Z O ALT. a }� g <a fl TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING T O z • o zo . . . � Z � ••••• •••• •..... 1/4'MAX. �! 3 • • SHIMS ALT. ••.•• .• •• •.•• • • w • • • • ••ff• P/(D Wo rn� • • • .••••• '° a 00000* 4 TYPICAL ANCHORS c T� SEE ELEV. FOR SPACING - TYPICAL ANCHORS 7 s$ SEE ELEV. FOR SPACING d P O OOn •S o ALT. < INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r:JAVAD AHMAD PRODUCT'REVISED CtvA as cnnst>tying with the Florida S FLA PE 70892 Building Code CAN. °., °. AcccptumNolJrs•4 O g0 ....... yL, X Ff Bxpirolion Date •�6 0 'V u v � v 11 U '° a/ePToductCon al: drowin no. !AN 15 W 119 10 sheet 5 of 6 3.001 ITEM PART# ITY DESCRIPTION 2.750 MATERIAL MANP./SUPPLIER/REMARKS 4 w 1 ES03 4 FRAME HEAD/SILL/JAMB 6053-TS - ! 500 2 E504 4 SNAP COVER 6063-T6 3 FY109 AS REOD. GLAZING BEAD(7/16'WA.GLASS) 6063-T6 - Z j 3A E506 AS REOD. GLAZING BEAD(INSUL LAM.GLASS) 6063-T6 - �0+� y 3B FY106 AS REGO. GLAZING BEAD(5/18'LAM.GLASS) 6083-TB - r g I 3.094 4 #10 X 1-1/4' 3/CORNER ASSEMBLY SCREWS - 4 O r a 2.578 S E203 AS REOD. GlA21NG BEAD BULB,OUROMETER 85 SANTOPRENE ULTRAFAS $�1 TYp, 6 PSJ40-SS 2/CORNER FRAME CORNER KEY $T. STEEL - 7 fLB-50 - GLASS SPACER - t/8'HIGH SILICONE FRANK LOWE 8 FY120 AS REGO. FLUSH FRAME ADAPTER .IA 6083-TB ,OPTIONAL 8 9 - 2/LRE SETTING BLOCK,3/16'X 3/4'X 4'LONG NEOPRENE AT 6"FROM EACH END,DUROMETER 65 VV O W M 719 >M 1.844 SEALANT: 6 °� c ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a ;LL ^ FRAME HEAD/SILL/JAMB SCHNEE-MOREHEAD SM5504 SEAM SEALER. / LL050 z a= .432 h-,.267 U) 8J SNA COVER*••••• / o CA •• 394 � ���•• I Nn •••• • •••• ••�•• / I I I z O o • / I I � a� 3� .050 •• •• •••• � 12 • I I I � a • tr • • •••• � o �••• �t.oa7 � ••••• 1 V.-w • I N W rn� }GLAZING•BEAO (7/16" LA:.9GLASC) • ••• I O • • ••••••• • • 2.688 130 •:•••: .�_. .082 .803 .500 89 a L.045 1.1721 2.611 i GLAZING BEAD (INSUL. LAM. GLASS) Q FLUSH FRAME ADAPTER c m Lfa o 1.750-1 <m �519 O FRAME CORNER - 493 T _ Engr.JAVAO AHMAD PRODUCT REVISED F1yi 9 '803 os eomPlying with the Florida ' .045 1.750 FLA.PE 1 70392 Building Code g CAN.3538 teccptancc No l3- O 1.047 B%piralion Date 'IG $ .S u By f O .493 Mi t eProductCobtroJ`/ drawing no. JAN 5 /( (W11-1 0 GLAZING BEAD (5/16" LAM. GLASS) © CORNER KEY sheet 6 of 6 J CITY OCT 3 b 2014 M IAM 4DADE MIAMI-DADS COUNTY - COPYDUCT CONTROL SECTION DEPARTMENT OF REGULA AND ECONONIIC 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/eeonomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco—Guard 500"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the Nvords 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 9entim NOA. shall.be provided to the user by the manufacturer or its distributors and shall be avajlablq,lo;insp.chox at tie job site at the request of the Building Official. This NOA revises NOA#J2JTZU27gi&gdnJst;of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . . . . . . . . . . • •• NOA No.13-0206.07 MIAMI-DAD@ COUNTY •• Expiration Date: May 19,2016 r Approval Date: May 02,2013 ... ytr�3� : Page 1 . . .. . . . .. .. ... . . . ... . . Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 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 C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202--94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI 10 3141,HETI-10-3142,HETI-10-3143 and RETI-10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and stiuctural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 03/01A 1,signed and sealed by Javad Ahmad,P. E. (Submitted under NOA#I1-0309.06) 2. Glazing complies with ASTM E1300-04 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 E.I.DuPont DeNemours&Co.,Inc. for thea"DuPont Butacite®PVB InterIayer"dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.27) G. OTHER .. ... . . . . . .. 1. Notice of A�ceptjp+lsj. t62-b&;.27,issued to Eco Window Systems,LLC for their Series"500 BC4Isi1aiV'0uL�v6nR 'Aluminum Casement Window-L.M. ", approved on 05/03/12 and expiring on 05/19/16 • 0:0 ••• Manuel P:Ex:an�1in . ••• Product Controh` r . . . . . . . . . . . ' '• •• NOA No. 7 Expiration Date: May 19,2016 Approval Date: May 02,2013 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 V 37" ai WINDOW WIDTH M� � I 35" VENT WIDTH Or FALSE MUNTINS 29 3/8" F w 1/8"TEMP. GLASS (SURFACE BE USE D.L.OPG. mg DD o ZZZ?�SSS lu 3/8"NR SPACE A f. i G LL 1/8"HEAT STREN'D.GLASS I/8'HEAT STREN'D.GLASS 0 a .090 INTERLAYER .090 INTERLAYER BUTACITE PVB BY'DUPONT' BUTACRE PVB BY'DUPONT' 11 // a O> S Q�Q< eI i/e"HEAT STREN'0.GLASS 1/8'HEAT STREN'0. GLASS _-__� �_-_ 0 4 & SIUCONE (t SILICONE C /�: D y DOW CORNING 899 F DOW CORNING 899 ?�p Waif 20 20 i \ II v n I I ri5 a SETTING BLOCKS AT INSUL.IAM.GLASS B II \ • yyyy NOTCH GLAZING BEAD LEG •••• is W 116 TO CLEAR BLOCKS • • t33 F p•• •• GLASS TYPE 'A' CLASS TYPE 'AA' •'•S POIRf LOCK ••• � U)- • • 3`°n 0 • MAX. 7"NAA.••••• ••• a�•.j� •• GLAZING OPTIONS ffi HEAD HEAD/51L•• •• • 3 Z 3�` • LOCKING POINTS SILL CORNERS 2•A— •• SEE CHART •••• • z • WOW.HEIGHT KEEPERS NO.of TYPICAL ELEVATION •••• •• I W • UPTON • AT SASH •••••• ••• • 28' 2 • • • 30-3/8, 3 •• •• ••• • •• 50-5 8" 4 • •••••• • ECO-GUARD SERIES-500 7r 5 e' s : • : • • • • ••••• ALUMINUM OUTSWING CASEMENT WINDO APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING =+ 70.8.11F • • o • COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF • •• S$@ • WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING •••• MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. °^•THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. 4 LOADS TO THE STRUCTURE. Engr:JAVA-NIM�D PRODUCT REVISED ."d ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 4C �. PE 70592 P ODUCT REVI E TRarlde EMBEDMENT TO BASE MATERIAL SHAH 8E BEYOND WALL DRESSING OR STUCCO. Building Coda $ g a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE A.imlbn No NOT PART OF THIS APPROVAL. NOTE: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE B Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED ON ASTM E7300-04 (3 SEC. GUSTS) 5 201 W11-05 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ANO FLORIDA BUILDING COMMISSION REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCAOS-DEC-219 sheet I•of 6 TYPICAL ANCHORS �U W fey SEE ELEV. TYPICAL ANCHORS WOOD BUCK FOR SPACING METALSEE ELEV. _____ ______ _______ a '� d .d,e .. STRUCTURE FOR SPACING fr__—DARE CWN______ I I IMUMItt APPROVED I t -°d j IMULLION k MULLION ANCHORS 1 Z n ; SEE SEPARATE NOA i F - I 1 1 1 1 a I --_ 1 �C U to o&Q� 8 2 TYPICAL ANCHORS O TYPICAL ANCHORS SEE ELLV. SEE ELEY. FOR SPACING Q Uii yr_ 5 FOR SPACING Q z i 1 TYPICAL ANCHORS: SEE ELEV.FOR SPACING , i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM t/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI,FY-92 KSI) _j J ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA- ULTRACON BY 'ELCO' (FU-177 KSI.FY-155 KSI) y INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W ! 1-3/8" MIN. PENETRATION INTO WOOD • s •••• W THRU 18Y BUCKS INTO CONC. OR MASONRY 0 i 1-1/4" MIN. EMBED INTO CONC. OR MASONJY ••• • �• :• _ a 1 DIRECTLY INTO CONC. OR MASONRY •• • •••• O o M $ • C J W 3 -1/4" MIN. EMBED INTO CONC. OR MASON • •• 0000 Z o '�� •• W 1 RY 3 ' 914 SMS OR SELF DRILLING SCREWS (GRACICYCOR • • 3 -^�q • c INTO METAL STRUCTURES •••• • 0;9�X •• 1=S STEEL : 1/8" THK. MIN. (Fy = 36 KSI MINS••••• ••••• V o" • 8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN-1N W° •• (STEEL IN CONTACT WITH ALUMINUM TO BE FOArbOT PAINTED?••• Of S #19 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 4' 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (*9lN!THK. = 1/8") • A • 5 i 5 (NO SHIM SPACE) • • i•••• c • 13 TYPICAL EDGE DISTANCE • • • C� • INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE = 1" MIN. •••• • $ 2 INTO METAL STRUCTURE - 3/4" MIN. 17 O T H R Pc - 3000 PSI MIN.CONCRETE A HEAD. SRL O J AMBS •� . C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. •��o ry o a 1 1 - r- PROD RB JAVAO AHMMI �y Eng UCf REVISED 1 d; 1 CIVIL ns complying wish tho Roddy ° d FIA.PE/70592 BUildin8 Code s C.A.N. 35 Acceptance No yBg ..e'. ° .o •I Talion Date j Y A TYPICAL ANCHORS I TIIPICAL ANCHORS" By SEE ELEV. '". 1BY SEE ELEV. r ^ FOR SPACING WOOD BUCK FOR SPACING MianU de Product Control. drowtng no. 152013 il I W11-05 • sheet 2 01 6 1/4'MAX. "dl 1/4"MAX. 11 SHIMS 1/4"MAX. Z �p ; SHIMO SHIM C •S O �,W � � 18 4 B 12 d 3 aa b ANCHORS � TYPICAL ANCHORS Q♦, TYPICAL AN RS 21HY WOOD BUC v SEE ELEV. v SEE ELEV. FOR SPACING FOR SPACING ----------SCREEN OPT. ♦ OD STR URE 4 OV:, v N8 M STRUCTURE _ _ _METAL _ ♦ _ _ VO IL Q$R� . . 8 7 1wH�wD BUCKJ O 1 EXTERIOR ; SEE Er LEV. Rs FOR SPACING 0 O.L. OPG. 7. VENT WIDTH WINDOW WIDTH ,7 • • • 2 n MLMI-RADE COUNTY •••••• •••• : • APPROVED MULLION 0 J SEE SEPARATE NOA •••••• • ? W- TYPICAL ANCHORS •••• • • • SEE ELEV. FOR SPACING •••••• ••••• Q U iH� y ul rn� • •••••• •••• I I • • • li iI • • • y;6 I I TS3 - • • • . • II II • • • -� • • IL I • u L___J c• _ WINDOW WIDTH WINDOW WIDTH as �<m Engr:JAVAO AHIAAD PRODUCT REVISED •i g CML m complying with the Me" I FLA.PES 70592 Building Code - CAN.3533 goxpluwe No - O Ilk Fo iratton Dale !(> § R Bylj/- $0 Mlami ah Product Co lam' drawing no. JAN 15 Ota W11—o5 sheet 3 0l 6 L 44 U METAL STRUCTUREFr_ ______�� TYPICAL ANCHORS I I MWdI-OAOE COUNTY MPROVEo 11 - • • • . • OSEE -V.FOR SPACING 11 MULLIONE� MULLION ANCHORS "j i 3 1 .. :- •..D -�e 1jqELIEV. Igo15 0 tgIL0TYPICAL ANCHORS TYPICASEEEL.. Q 52 FOR SPACING FOR SPACING �T JO J ••.• W • p prry • 1/4"MAX. ••••.• • Z3.• x_x • SHIMS t S ALT. •••• • 3 + iS •• � f • • a TYPICAL ANCHORS a • • • SEE ELEV.FOR SPACING ANCHORS-7- e •• • ••• • SEE ELEV.FOR SPACING .n •• • 3 9 ® 01 E S o s m v N.T. o I tS INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En11r.57VFD AHMAD PRODUCTREVLWD as rnmplyhn&with tho Pttxida 1 F CAN. SPn JB 92 13dlding Cod' �- Ex'rats ion Date 2016 S 4 v v drowin no. 1 p-• I t Miwni ale Prod"t Ij 9 N 15tell W1 1-05 • sheet 4 of 6 2750 ITaM PART/ QUANTITY DBSCRIPTION MATERIAL MANP./SUPPURR/REMARKS �8 1 E501 4 FRAME HEAD/SILL/JAMB 6083-T6 - 6 .500 2 E502 4 VENT 8083-TB 1.330 3 FYt08 AS REOD. GLAZING BEAD(IAM.GLASS) 8083-T6 - Z 082 7A E505 AS REDD. OWING BEM QNSUL.LAM.GLASS) 6083-TB G q 4 E50B AS REOD. SNUBBER-VENT,FULL LENGTH 8083-T6 - 0 4A ESOD AS REOD. SNUBBER-FRAME,FULL LENGTH 6085-76 .078 2.821 5 E505 OPTIONAL SCREEN FRAME 8083-Ts - 0 1.893 7 /10 X 1-1/4' AS REOD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS d 8 E203 AS REOD. BULB WEATHERSTRIPPING,CLINOMETER 65 SANTOPRENE ULTRAFAB A 9 E203 AS REDD. GLAZING BEAD BULB,OUROMETER 65 SANTOPRENE ULTRAFAB 0 n 0 / 10 35.12.00.400 2 VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)/10 X 6/8'SDS Q 11 13096.92 1 MULTI PONT LOCK SYSTEM ZAMNC TRUTH OI FRAME HEAD/SILL/JAMB 12 - e/VENT KEEPER STEEL 13 - 1/VENT (WTO OPERATOR ZAMAK/STL MUTH 2.354 14 PSJ40-SS Z/CORNER FRAME/VENT CORNER KEY ST.STEEL - LL Z y(^ 1.330 15 FY120 AS REDD. FLUSH FRAME ADAPTER 6063-76 OPTIONAL I 0 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4' 2/SKATE FH SOS SKATE SCREWS 18 /B X 3/4' AS REOO. FH SMS SNUBBER SCREWS - IN PAIRS 2"MART,PAIRS SPACED AT 7-3/4"O.C. 19 - 2/LITE SETTING BLOCK,3/16"X 3/4"X 4"LONG NEOPRENE AT 6"FROM EACH END.OUROMEFER 86 2.094 •372 20 FLB-50 - GLASS SPACER- 1/8"NIGH SILICONE FRANK L.OWE .082 2.813 .BB6 (n SEALANT: .719 .5so ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ••• Lwi SCHNEE-MOREHEAD SM5504 SEAM SEALER. • • • (}� �•L• • 1.582 -1 PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. •••• 0 sees Z n z.685 • 3 tp i7 0 VENT •••••• •••• ' 10 • .062 LOCKS: • s Z 3`'` •+•••• • • 519 •5 ss MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' 3 • �' AT FRAME JAMB •••• • • LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL • *0000 ••••• 5Q2 0 v �- a.6t 1 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. N W m • 803 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 000090 •••• 1s FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. • • • EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS •• •• •••• •• • Loa •••••• • 1.750 STAINLESS STEEL KEEPERS 131964.92 AT VENT • • • EACH FASTENED WITH 2 10 X 5 8" P FH SMS + • • • �{• • ® cuzlNc BEAD (LAM. cuss) ( / ..... .493 SEE CHART ON SHEET 1 FOR QUANTITIES • • • c • •• • :•• - �-.130 1.750 HINGES: NIS �T 44 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' so::- ••• •045 LOCATED AT TOP AND BOTTOM CORNERS .493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.172 mo� ^ Q GLAZING BEAD (INSUL. LAM. GLASS) is CORNER KEY OPERATOR: S m SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH" LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS En9r.JAVAD AI•FM PRODUCT RBVLSGD F o 245 .245 OPERATOR TRACK #30175 AT BOTTOM RAIL CML PRODUCT EVII&EeFleFld6 FASTENED WITH (2) 110 X 1" P PH SMS FLA'pE/70592 P7NBwAh G'PE Ouildu1S CodeNo g .780 120 .780 120 r L— ANTI–SAG SKATES; 1nD9et a �I.720� �t.256�- I VINYL ANTI-SAG SKATES BY 'M&M PLASTICS' 'P,2Q' 1r7iand e,.P,.d_tCoI_, drowing no. (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE 1wi1-05 Q SNUBBER -.VENT 0 SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. sheet 5 01 6 a 0 1 Z '•' i Nq 14 0= a 14 G 0 QW LL s Em10 7 I 0 •... 0 vb '. • • J VENT CORNER FRAME CORNER • : • • • • • a14 0 LL J m O<m C � Engr:JAVAO ANNAD i'RODUCr RBV1SBD i •a CML is complying with 14e Nladde n FLk PE 0 70592 Bugdiug Code I C.A.N.3 O Cxpiralion Date D{6 0 � � � o A O 2U1 6imd adc Product Ce trol drornng no. W11-05 sheet 6 of 6 f aCT 3 0 2014 CITY MIAMI•DADE MIANII-DADE COUNTY s _ _ __ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTAIENT OF REGULATORY AND ECONOMIC RESO Miami,Florida 33175-2474 BOARD AND CODE AMMIT'ISTRATION DIVISION C 0 P T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iniamidade.2ov/economi, ECO Windows Systems,LLC 9114 N.W. 106th Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tire 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(AHI). This NOA shall not be valid alter the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AH,T (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W13-49 REV A,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on MAR 10,2013, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and. Small Missile Impact Resistant Limitations.- 1. imitations:1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5. Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2.See approved configurations in sheets 1 thru 4.The max frame width not to exceed 192". 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. ADVERTISEi'IENT: 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 shah b;•gojiJecl c:t*user by the manufacturer or its distributors and shall be available for inspection at the job s1*te«&t1h8r$gdq;cItbte•Building Official. This NOA consists of this page I and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed jD,Ish�q I. Chanda,P.E. • % • •• NOA No.13-0912,02 MiAMI-DADS CaUlV7Y Expiration Date: March 20,2019 .,.. Approval Date: March 20,2014 �tE t ,:M213 ... ... ppPage 1 • ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-49 REV A,titled"Series-700 Alum SLD. Glass Door(L.M.I.)",sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on MAR 10,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addenduun letter dated FEB 10,2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 12/12/13 and last revised on JAN 27,2014, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. 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 E.I. DuPont DeNemours&Co., Inc.for their"Butacite©PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours &CO., Inc. for "DuPont SenttyGlas®Interlayer", expiring on 01/14/2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 12/12/13, signed and sealed by Javad Alunad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 0/25413,appiQved 4y J;ane D. Gascon,P.E. • .. . . . . ... . shaq 1.Chanda,P.E. • 0% Product Control Examiner :0:•• NOA No. 13-0912.02 . . . . . . . . . . .. . . . . . .. • ... Expiration Date: March 20,2019 Approval Date: March 20,2014 • E-1 4 J/6" CLUSTER OF ��lj 4 ORB ANCHORSI5"MAX. 13'MAX. TMP' AT INTERLOCK ENDS � HEAD HEAD - SEE SHEET 5 FOR CAPACITY e� CORNERS f Z j ` •� W I N a 96"MAX. A DOOR FRAME WIDTH �b LL $� n INTERLOCKS O i WITH OR WITHOUT (li REINFORCING =====p= SEE CHART#1 II II INSTRUCTIONS: = C -J -yl- USE CHARTS AS FOLLOWS. ~ --li �� II �i ,�• • v J Z I 1 STEP 1 SEE CHART/1 ON SHEET 5 FOR GLASS CAPACITY = m n ti �/ 1 D j : ••• •••• O J STEP 2 AND REINFORCING REQUIREMENTS. I m N J y=_ j •••• o •• :• SELECT SILL TYPE FROM SHEET 7 AND LIMIT •r 7' •• • E1LT.(+)DESIGN PRESSURE AS SHOWN ON DETAIL. o it li m *00:00 •••• wW • STEP 3 SEE CHART#2 ON SHEET 5 FOR ANCHOR CAPACITY. Qi a 1 i , 0�j•• •• p 1 I �D 0.0 0 0• U' �:• STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 =-_-aI-_-__ • o N�� • THRU 3 SHALL APPLY TO ENTIRE SYSTEM. �I li ••••• • 3 m• •• •0.00 0••0 OOM 1 I Q"-0.0�g� • OAYLITE OPENINGS WIDTHS: •• •• • 0 3 i FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" n rovMulwnPplogpNbN�• { O aQ �• Cote • g U^w INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" B �• 20 20!' y w rn • DAYLITE OPENING HEIGHT: •• •• PANEL HEIGHT - 6.50" '1 / • : •: PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" 41 3/4" 41 3/4" �S myey // •yw •• • • FALSE MUNTIN D.L. OPG. D.L.OPG. 3 •••• OPTIONAL p THESE DOORS ARE RATED FOR URGE& SMALL MISSILE IMPACT. 48 7/8" p o SHUTTERS ARE NOT REQUIRED, PANEL WIDTH 46 7/6" - PANEL WIDTH SERIES-700 ALUMINUM SLIDING GLASS DOOR 5'MAX. c o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13 - 0 4 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY CORNERS HURRICANE ZONE (HVHZ). CLUSTER of LAMINATED GLASS S 18Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 OR 6 ANCHORS INSUL. LAM. GLASS TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT i _•� ANCHORS SHALL BE AS LISTED, SHEET 5 FOR CAPACITY STEO, SPACED AS SHOWN ON DETAILS,ANCHORS Engr:JAVAD AHNAO r � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELEVATION RC.&N r2 NOT PART OF THIS APPROVAL. - OX A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.. / 0 Irl, i G�4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W13-49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet of Q CLUSTER OF 4 V W 5'MAX. 13"MAX. 4 3/6" 4 OR 6 ANCHORS _- /-AT INTERLOCK/ASTRAGAL ENDS HEAD HEAD SEE SHEET 5 FOR CAPACITY n CORNERS pp u J 145 7/16"MAX. U d DOOR FRAME WIDTH O A dr p V a INTERLOCKS WITH OR WITHOUT W I i i I REINFORCING =h===== = SEE CHART#1 CZI u;l s I I E I� I C F D J O � 10 � b U' I� � �I � / ••• � J m a d m J it Ti-li- �i i. •• • � � • m d II 11 � ••• w • 0 0 -- I=> •••••• •• ••• -- �I li •••• 3�^•op ••• I I I I • • • �MeW� • 12 0 1 • M L II II ��J•m •• 1 I I o •••••• Z � m • B • • • W rn� • •••••• • ••: T 1 •• FALSEOPTIONNAI MUID.L.OPG. D.L.OPG. o •••• 49 3/16- m npproved 0tompgi•s•11b— ACoie 49 5/16" PANEL WIDTH .21 PANEL WIDTH •M - - ASTRAGAL INTERLOCK _ b1M•1 t prod•el atnlrol • 5"MAX. SILL 13 0 CLUSTER OFa CORNERS SILL '�� �4 OR 6 ANCHORSo AT INTERLOCK/ASTRAGAL ENDS 0 i TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY OXX n o Eigr:JAVAD AHMADCNX n c FIA PE IN3570592 $ CAN. 36 . 1'•i{1i. 1!f drowmg no. W13-49 shut 2 oT12 CLUSTER OF �u w 4 3 6" 4 OR 6 ANCHORS 5'MAX. 13"MAX. / a HEAD HEAD IYP. AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY r� CORNERS 192" f1 7}p DOOR FRAME WIDTH 9 r O m 0Q�P�I INTERLOCKS INTERLOCKS O�` I I WITH OR WITHOUT I I WITH OR WITHOUT &QQ II II REINFORCING II- Li- REINFORCING SEE CHART Nt - -----I�- SEE CHART#1 C H Q :1 II II II 11 C- _] _ ;o u UU li // ,I D // li // it � // �•• � p IJ 11 II II I� II /^�= • W • op a I 1 � I C >I V •• n ii ii it V li VV e� •••:•• �� •s ••• p I I I I W _ F____a _ _ _ F____a _ _ Foo• • II II II II • • • • fDN • a6 5 -II--- II .o _II_ II ••.••. •••• � 33y ig ••• II--- II 1 I •♦ •• ••• ••• • • • y W&M • • •• Lope: r••• • • 42 1/16 • L" 42 1/16 m W •• • •• • FALSOP OPTIONAL D.L.OPG. D.L.OPG. o •••• • 49 3/16' V c PANEL WIDTH 49 5/16" AppTovMu can plylnS%ilb N 4 PANEL WIDTH F1srlir CC` -5 ftu INTERLOCK ASTRAGAL INTERLOCK WD b�dltlri "1 a NOA o ---- ---- ---- � Ullrr Prrdnt/ 5"� 13"MAX. CLUSTER OF y o CORNERS SILL 4 OR 6 ANCHORS �' TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS $ OXXX SEE SHEET 5 FOR CAPACITY O Q N,q JAVAO M I j CML FLA.PE]579592 O 1•• 7S•'I drawing no. W13-49 sheet 3&�Q u0 DOOFRAME �� w a A ri NOTE: c E 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. F' 0 # 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS u. a o- REQUIREMENTS SEE SHEET 5. 9 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. INTERLOCK OX(SHOWN) I EXTERIOR I (� O m XX r, DOOR FRAME WIDTH O Lc O DOOR FRAME WIDTH LL Q W 2 � C E p ASTRAGAL O -o o- 0 9 • J g INTERLOCK V•• EXTERIOR • .0. •• •0• OXX(SHOWN) I -I •• • ••• W W • XXO DOOR FRAME WIDTH 000 • DOOR FRAME WIDTH •••••• • • = C C Z3� � • F D ASTRAGAL I ••••N•••••//••••tl••u•:• ••"'•••• ••• ••oC W � ZdmY�f ••• ••:•• • T • • INTERLOCK EXTERIOR ••• OXO(SHOWN) • 04 DOOR FRAME WIDTH : •• 4•0 �tQ DOOR FRAME WIDTH c RAGAL- FPDrotomplbe whim INS Cate Dat 2.o 4- m -,HEM [JET m INTERLOCK INTERLOCK OXXX(SHWN) EXTERIOR �+ bH 9111101141 E7TrOXXO • DOOR FRAME WIDTH -I XXXX Fier.JAMAD AIR.IAD CML AC PROVED CONFIGLIRATIONSCONFIGLIRATIONS E t + \ .A.N. 535 g drawing no. W13-49 sheet 4 of 12 CHARTDESIGN LOAD CAPACITY - PSF (GLASS) CHART yy2 3/16"TEMP.CLASS 4 LOAD CAPACITY - PSF ANCHORS 1� W (ANCHORS) 3/8'NR SPACE a GLASS TYPES GLASS TYPES 3/16"HEAT STREN'0 GLASS 'B', 'B1' 'A', 'Al' 4 WIIM. 8 t MTG. 1 AT YT6. df MTG. 3/16"HEAT STREN'0 CLASS ✓1 F42 DOOR FRAME WITHOUT REINP. WITH RB1NP. AVERAGE 000(1 FRAME 9n0.EN03 STILI:ENDS .090'INTERLAYER Z 3 HEIGHT PANEL 910M HEIGHT SENTRYGLAS BY'DUPONT' Q RICHES EXT.(+) INT.(-) EXT.(+) INT.(-) MCIIL4 I-- EXT.(+) INT.(-) EXT.(+) INT.(-) .090'INTERLAYER rf� z� SENTRYGLAS BY'DUPONT' P• 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 90.0 3/16'HEAT STREN'0 GLASS • 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 3/16"HEAT STREN'D GLASS U 62 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 46 70.0 60.0 70.0 80.0 4e 70.0 75.2 70.0 80.0 z - II i 54 62.2 71.1 62.2 71.1 54 62.2 70.5 62.2 71.1 III 30 70.0 80.0 70.0 B0.0 30 70.0 80.0 70.0 B0.0 ^f=7 / 23 I I I \ n 23 I I I I IWy 36 70.0 60.0 70.0 80.0 36 70.0 80.0 70.0 60.0 O / II I T6 / II I 28 c a 42 84 70.0 80.0 70.0 80.0 42 84 70.0 79.1 70.0 60.0 II II SILICONE II I' it SILICONE C 42 8 I DOW 899 I i I DOW 899 W 48 70.0 80.0 70.0 eo o 4E 7o.a na 7o.a eo.o I I I ' 1 ;4°I 54 62.2 71.1 62.2 71.0 54 62.2 68A 62.2 71.1 'I ' 30 70.0 60.0 70.0 80.0 30 70.0 80.0 70.0 80.0 M ¢ k- 36 70.0 80.0 70.0 80.0 36 _70.0_ 80.0 70.0 80.0 ° a W g 42 90 70.0 80.0 70.0 80.0_ 42 90 70.0 72.2 70.0 90.0 \ / \ CARDINAL XL _ EDGE SPACER L- --� 48 70.0 80.0 70.0 80.0 48 66.1 66.1 70.0 80.0 ST.STEEL _ 54 - - 62.2 71.1 54 61.5 61.5 62.2 71.1 GLASS TYPE 'A' GLASS TYPE 'AI' (� 30 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 7/16'OVERALL IAN.GLASS 1"OVERALL INSUL. LAM.GLASS • -I J ••• 36 70.0 80.0 _ 70.0 80.0 36 70.0 74.6 70.0 80.0 • • • o •• 000 42 96 70.0 60.0 70.0 80.0 42 96 68.5 66.5 70.0 80.0 • • • g 0 3/16"TEMP.GLASS •• • •• 48 70.0 80.0 70.0 00.0 48 60.6 60.6 70.0 BOA • W •• 54 - - 62.2 71.1 54 56.2 58.2 62.2 71.1 3/16'HEAT STREN-D GLASS 3/8'NR SPICE•••• •• F- •• 000 30 _ 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 • 3/16"I�AIT46wTlPID GLASS � � • • .090"INTERLAYER T H a0•• ••• 36 70.0 60.0 70.0 80.0 36 70.0 72.7 70.0 80.0 N r 99 98 BUTACNE PVB BY'DUPONT' 09p'•IIQT ER • '-•m • 42 70.0 80.0 70.0 80.0 42 84.7 84.7 70.0 80.0 BUT �ry BY'OUPORT' , 0 O M 48 70.0 80.0 70.0 80.0 48 58.9 58.9 70.0 80.0 3/16'HEAT STREN'0 GLASS •• o-J ••• 30 - - 70.0 80.0 30 70.0 80.0 70.0 80.0 1i 0 MEM STREN-D DIAi Z 3� •• 36 102 - 70.0 80.0 36 102 69.2 69.2 70.0 80.0 •••••• ••• 3 Z ••• 42 - - 70.0 80.0 42 61.5 _61.5_ 70.0 80.0 Z �.I I I Z C I - 0 t o • 48 - - 70.0 80.0 48 55.9 55.9 70.0 80.0 -m / I I I I \ .m / II I I I •N••• U;W • I I • V • Wrn� • 30 - - 70.0 80.0 30 70.0 75.0 70.0 80.0 'aa / Z3 III m 23 I I I I • • • ••• 36 - - 70.0_ 80.0 38 64.6 64.6 70.0 80.0 ^ cT / III \ c7 / I II �' • 28 •\ :•• • • 42 108 _ _ 70.0 80.0 42 108 57.3 57.3 70.0 80.0 II II 1 SILICONE it I' I' • SILICONE • 000 1 DOW 899 I i' I ••Oil d DOW 899 • • • 48 - - 70.0 80.0 48 51.9 51.9 70.0 77.9 I I I I I I • ' I ••• p5 o / O / 17 /CARDINAL XL �^� Q 7 i EDGE SPACER ST. STEEL e 7 GLASS TYPE 'H' GLASS TYPE 'BI' 7/16'OVERALL LAM.CUSS 1"OVERALL INSUL.LAM,GLASS 6 ALL EXTERIOR(+)LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS A�P10kArw.a61_ 11NS�ls % o d FOR DOORS WITH 2-3/4'SILL HEIGHTS. F7W r3►�w '` < 17 FOR 2"SILL HEIGHT LIMIT EXT.(+)LOADS TO 47.0 PSF DOORS WITH 1-1/8"SILL HEIGHTS ARE NOT APPROVED FOR Q4N INTERLOCKS WITHOUT R61NP. INTERLOCKe WITN RE1NF. WATER INFILTRATION RESISTANCE `C4 F •II SEE SHEET 7 FOR DETAILS fnyr.JA CIVIL N FLA PE 70592 $ \ CAN. 538 NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: I 8 LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS AVERAGE PANEL WIDTH - DOOR FRAME WIDTH AND FLORIDA BUILDING COMMISSION W13-49 (MAX.4 PANEL OR LESS) NUMBER OF PANELS DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 o W Z 1 B OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 Il{OV� Z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F Q AND TRANSFER THEM TO THE BUILDING STRUCTURE. ° � o 8 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING n r -AT HEAD - TYPE 'A!- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) a 6< INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 046 1-1/2" MIN. PENETRATION INTO WOOD M I; THRU 1 BY BUCKS INTO CONCRETE I J mw I 1-1/4" MIN. EMBED INTO CONCRETE Ica 2 TYPE 'B'- 1/4" DLA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) I 0 DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED I J TYPE 'C'- 1/4" DLA, SELF DRILLING SCREWS (GRADE 5 CRS) • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) •••• ! 06 INTO METAL STRUCTURES •••• • ••• v • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) W ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •••:•• •••• j W •• •• L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •••••• • z (}� a • •••• • vi 3�h •i —AT SILL - — — — — — • • • • p o M ,o TYPE '8'- 1/4" DL.. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSQ 0900 •• p�• • ° Z_ � • •••••• •e• 3•• • DIRECTLY INTO CONCRETE — — — — • • • 3 z L — —1-1/4" MIN. EMBED — •• •• ••• I 0- C3�C3 •• U e ••ee•• • g —AT JAMBS- W;m • TYPE 'A'- /4" OL°. ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) � •••• 41 Poe INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • • • • 1-1/2" MIN. PENETRATION INTO WOOD I •00 0 000• • •• THRU 18Y BUCKS INTO CONC. OR MASONRY I e 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •••• PPwvM ummP10%with 9N ° TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy=155 KSI) I fl°dJI B"W111j C9dt DIRECTLY INTO CONC. OR MASONRY NOleS3 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I MMpofI r _rro! /1C/''°tom TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 cRs) �--- I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I o= INTO METAL STRUCTURES • ' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) u c ALUMINUM : 1/8" THK. MIN. (8063-T5 MIN.) o L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)) " Engr:JAVAD AHMAD 1 1 CML ANCHOR EDGE DISTANCES FLA P 170592 $ 3 INTO CONCRETE = 2-1/2' MIN. CAN. 539 " INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. _ O dm CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. W13-499 l3 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm a 2000 PSI MIN. OL sheat 6 o112 TYPICAL ANCHORS SEE ELEVS. 18Y WOOD BUCK F R SPACING (SEE NOTE SHEET 1) m Y METAL STRUCTURES n �•1 &' Z :.STAG�ERED'. - `31<f MIN. o [� 3 rn EDGE DIST. -1/e" i EDGE DIST. STAGGERED SGGGEREO a O TYPICAL ANCHORS 4 SEE ELEVS. 3 TYPI EALANCHORS FOR SPACINGSEE LL Z YY�11 • • • FOR SPACING r -__--------- r.--------------=-----------� 2tv k7 MIAMI-DADE COUNTY II II 1! I I! II I I APPR'D MULLION 11 d I I II I SEE SEP TE NOA 1 10 q Il h h II II 3-1/8" II 3 V 3 II 11 II II II I I I STAGGERED I I •••• 0 . II II 1 II II LL_ ___ _ _ ____ _ _ ____ JJ • p ••• •• a of •• • 00. O m • I I I I I l i 11 • LLI • 1 I I I I I I •••• • ••• 000 •• I I I I 111 wppPmv.d to[om • o N •• •• FIMA A SS%R•V • II 11 II II II Q�w tE II II II II II TYPICAL ANCHORS Inde -S I fes, • • •" 3 SEE ELEVS. N� o I • O J•n~ •• i a o FOR SPACING Z d J q — WEEPHOLES: ": ea• •• 3W • 49 a a0 W1 = 1-1/2" LONG NOTCH AT EACH END. lr^47 """ '•• li �4 •• 11 I 11 11 1 E, O Q • I W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22'6/ROM•E/1DS • re () Li I 11 li II II AND 36" O.C. • • • y W rn • • • • •• W W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS •••• • • AND 36" O.C. • • • •• •• I III W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROId 4S• :• • • 1! I! 1! I! I! AND 36" O.C. 0000 p II II 1! II O 15 23 u a u PILE PADS: - II it iii �I 4 14 Pt = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION c g 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH T8 I3 P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH 2 c u O 5 24 12 i P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN n o P4 \ 2-1/2" X 1" X 3/8" HIGH o W4 N= a j P4 = OPEN CELL FOAM•AT INTERLOCK do ASTRAGAL ` 21 \ 4n 2" LONG X 1-7/16" WIDE X 7/16" HIGH n W3. I ZI _41 - E��M rn - - C L 1.:'. 'T:..':-'.':.'. ' ,. FIA.PE�70592 $ NOT APPROVED LIMIT MAX. LIMIT MAK CAN.3578 CONCRETE ... a. :P3 FOR WATER RESISTANCE EXT.(+)LOADS EXT.((+)LOADS ji TO 47.0 PSF TO j0.0 PSF 9 o` jj E DIST. ':.1444., .3-h/b-,:,. l '+ • WI,W2 STAGGERED SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD Browing no. TYPICAL ANCHORS SEE CHART i FOR DOOR CAPACITY W13-49 pl SEE ELEVS. FOR SPACING [sheet 7 of 127 of 12 0 PANEL WIDTH �7 TYPICAL ANCHORS a SEE ELEV. REINFORCING M FOR SPACING AS REOD. TYPICAL ANCHORS SEE SHEET 5 TYPICAL ANCHORS SEE ELEV. Z j O FOR CAPACITY O O SEE ELEV. FOR SPACING O —� —77 C P2 O.L. OPG. FOR SPACING N w ' 7 5 € a 7kl s s o 4 ii:'ii}iiS•i:ii�i?iriiiiiii:I ______ ______ .a v— -f 18 IA•::::::::::::::.:::::::::::::::1 — —— — — a 22 ei 22 27 I 1 •� v U; U 17 INTERLOCK 2BY W BUCK • v ' p 6 OR S•••• • WOOD ST CTURE • • a w• ••• •• v 8 SEE NOTE HEET 1 • C `� $ N • EXTERIOR •• •e z 8 0. ••• O.L.O. 3 i y W • .i P3 ••• ��io3 ••• �••• •• 8� W PANEL WIDTH 1/4'MAX. DOOR FRAME WIDTH 1/4'MAX. •••• •• 0�•• • SHIM • SHIM •••••• ••• � Z;�•°i • PANEL WIDTH O •••• VP^�ran a,crmin..pa,�.y�• 3 FTorNil YuMI•e Cole E DWe 3{2G4E��„_ 1`o NOi1/ 1 ro t - Miaal946 Prodaeleasw _g tLy � a' P3 B ' :: :... ........ ........... e•:. • „t O M �... :: ...................... ..................... .............................. En9r:JAVAD AHMAD I $ CPQ 1 } FLA. CAN.V.0592 a 27 EXTERIOR ii�r tylE1 drawing no. ASTRAGAL I PANEL WIDTH W13-49 sheet 8 of�2 U W a PANEL WIDTH I REINFORCING Z 'p AS REOD. PANEL WIDTH SEE SHEET 5 FOR CAPACITY F' �d © D.L.OPO. O P2 O ct 0 D.L.OPG. P3 — - � � o U 8 7 TYPICAL ANCHORS SEE FOR SPACING f AND uANntt O — — G .. ....... .._.._._._.. 1 ------._._ ...........................:. ----- ......................... s........................ ...... It x T W „V :: I 1 - .;*:-:x;_'_J: METAL (U 27 .. STRUCTURE •.•• J ASTRAGAL INTERLOCK �n • • • ••• lee g 17 0 • • • o N • •••.•• •.• h �•.• •• EXTERIOR 01.0. � • � 27 LL •••.•• • W•R • P3 2 �i.• •• PANEL WIDTH •••• • I/) • • • • • rpM m 09 DOOR FRAME WIDTH I�4•MAX. •••.• •.• Z �� • SHIM • • • .a 3 3 .• •• ••• n Z / •• •.••.• • �.-O • OC Dproved acomplying.11 40•• i F'b�idA Bum Cole c 3 ei�a.aemirm M C.d �O^ >n S y C< I H E�gT:-JAVAD AHIMD c CML FLA.PE 4 70892 C.A.N. 8]g O r:. y �;ii drawing no. W13-49 sheet 9 or12 ITEM/ PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/RBMARKS 4 U 8 1 E701 1 FRAME HEAD 6005-T5 - 2 E702 1 FRAME SILL 6005-T5 - 3 E703 2 FRAME JAMB 6063-T6 - O J 4 E704 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - < 5 E705 AS ROD. PANEL LOCK STILE 6063-115 8 E706 AS REQD. PANEL OUTER INTERLOCK 6083-T6 - a o 7 E707 AS READ. PANEL INNER INTERLOCK 6063-176 - 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - O 9 E709 AS REDO. PANEL FEMALE ASTRAGAL 6063-T6 - r 10 E710 AS REDD. GLAZING BEAD 7/16'LAMI GLASS 6063-T6 - oOo del 11 E711 AS READ. GLAZING BEAD 1"INSULATED GLASS 8063-T6 - a 6 a a 12 E712 AS READ. SILL TRIM 6063-TB OPTIONAL 8 a 13 E713 AS REDO. 2"SILL RISER 6063-T6 - 14 E714 AS REDO. 2-3/4"SILL RISER 6063-T6 - 15 E715 AS READ. FIXED PANEL CLIP 6063-T6 - J Z� 17 E717 AS REQD. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6063-T6 - Q Tali f 18 #10 X 3/4'HWH SMS AS READ. FRAME ASSY.SCREWS ST.STEEL - 18A #1-0--X 1"FH SMS AS REQD. PANEL ASST.SCREWS ST. STEEL - 18 /B X 1/2"PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3"FROM ENDS h 16"O.C. • J 20 /10 X 1-1/4"PH SMS 1/ROLLER ROLLER INST.SCREWS - NOT SHOWN •••• J 21 WEATHERSTRIP AS REDD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAS ••• • o ••• • 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAS •• • ••• fffnnn� 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6515 • W • 24 PR03-6005 2/NOV.PANEL ROLLER ASSEMBLY - INTERLOCK(1/2"MTC.SPACER REQD.) • c� w 25 E718 2/PANEL FIXED PANEL SKATE OELRIN - *00009 • •� • 28 y8 X 1/2"PH SMS 2/CLIP FIXED PANEL SKATE INST.SCREWS ST.STEEL •000.)• •• • 46•n 3 n AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK •••• •• �'i • 28 AS REQD. BUMPON(SIUCONE SPACER) SILICONE BY FRANK LOWE L,�-j ulp •• • • • z 0o • • • • L5 w rn s k' • . npplortd paasMYut • SEALANT: ra ALL JOINTS AND FRAME CONNECTIONS SEALED WITH OE d�ProAKIC•Wml WHITE/ALUMINUM COLORED SILICONE. c u� oo- •N •) O •L 0, C O -Engr.JAVAD ANMAD CIVIL (j FIA PE/70592 $ — CA.N. 538 9 i (iis drawing W13-499 sheet T 0 of�2 5.059 3.562{ 3.582 '{I �� w .125 I •130 I I� �,893 � Z F 1.312 I .937 .045 .937 .050 1.021 Z J 1.1 =9981.998 1.824 1.648 .078 1.648 1- .062 � .062 I �.W L mr= 2.105 I I L 1252 M-1.252 o 0 .094- L 2.625 2.625 GLAZING BEAD O 1/16-LANG M. BClA55 � N O EAD FRAME HEAD O PANEL LOCK STILE 10 1"INSUL IAM.CUSS 11 a 3Q7 F1.471-1 O PANEL INNER INTERLOCK 0 0� O .210 pp ggg 1,144 �Q; .062 �^--3.582 .210 ufufllZff IIS j .065- .210 a��� � 1.998 '�8 2.887 3.250 - 2.105 1.9J7 2.313 .078 1.846 •078 1.047 1.047 .125 .OBB ••• � J • • ••• •• 5.532 • • • N • 1 998 i.823 2.625 12 SILL TRIM 1J 2° SILL RISER 14 4" SILL AI W ••• • • co �i '082 O4 PANEL TOP do BOTTOM RAIL O PANEL OUTER INTERLOCK •••••• • o N�•• •� •••• • so r . • O3 2.248 .915 -125 ••••:•••i•i: •••• j 0�� NZ�r•�J•• .- .7 o' '4 •••+ • .149 �T 1.494 [::] V FRAME JAMB 1.540�- .078 WrnfW • • • • •• .125 • • • • • 1,998 2.067 ,5 FIX. PANEL CLIP 17 INTERLOCK STIFFENERFlorida Buldiagcoda •• PProved as aalplyiag r�l� IN O 1 0 1.139 1.022 3.887 NO Mb161 t u t� .078 I-13.437 sy E - 4�s t�_ °1& 5.274--mil .076 ` 1.824 c u .0c "TEIL O FRAME SILL 1.824P-2.5." 1.848 3.820 3.998 - 0 .078 Engr.JAYAO ACNIL'I 4 FIA PE d 70592 $ CAN.3538 .140 O 2.000 ,'i i. 1 ?"<�'•' drawing no. W13-49 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL eh6et 11otffi? �4,U 8 Ig NI %//(��q� Z Z3 / O 6 _ a ® 1 � �z�s 0 FRAME TOP CORNER .•.•.• • W PANEL TOP/ROTTOM CORNER • ••...• •••• oQ.,o 1 .• ...... ... z 3.{ �J v • • • w W�i� • • • • N •• • 18 Flo"Nub C9 Codegx118 Ne c 1p DWbC C ayy t / 0.7 e oa Q ao c M E.9,7JAVADMADFl5928 drawing no. —Y9 FRAME BOTTOM CORNER (' "` z '�``it W13