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WS-15-1240 ?2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235315 Permit Number: WS-5-15-1240 Scheduled Inspection Date: November 05, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:652 NE 105 Street Miami Shores, FL Phone Number Parcel Number 1122310120140 Project: <NONE> Contractor: ALPHA WINDOWS& DOORS Phone: (954)781-5180 Building Department Comments REPLACE 25 WINDOWS AND DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 04,2015 For Inspections please call: (305)762-4949 Page 2 of 35 Perm W W -16 240 Miami Shores Village 7-yp 'Mind S1$+�1tltt@r!3 �.� 10050 N.E.2nd Avenue NE C�tf ±l?sS01 "Win or RepiRcern ? , "• ""' Miami Shores,FL 33138-0000 ', Phone: (305)795-2204 it S5�APPROVED ogut mA Expiration: 11/28/2015 issue Date:6/112015 Project Address Parcel Number Applicant 652 NE 105 Street 1122310120140 KILUAN, INC Miami Shores, FL Block: Lot: Owner Information Address Phone Cell KILUAN, INC 652 NE 105 Street MIAMI SHORES FL 33138- 150 SE 2 Avenue MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 ALPHA WINDOWS&DOORS (954)781-5180 Total Sq Feet: 0 Type of Work:REPLACE 25 WINDOWS AND DOORS Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 Invoice# WS-5-15-55696 DBPR Fee $5.25 05/26/2015 Credit Card $50.00 $367.50 DCA Fee $5.25 Education Surcharge $6.00 06/01/2015 Credit Card $367.50 $0.00 Permit Fee $350.00 Scanning Fee $9.00 Technology Fee $24.00 Total: $417.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin thermo raze a above-named contractor to do the work stated. June 01,2015 Authoriz gnature:Owner / Applicant / Contractor / Agent Date BUildi Department Copy June 0Y,2015 1 Miami Shores Village Building Department LBY: AY 62015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit No. RC-4-15-833 PERMIT APPLICATION Sub Permit No. W S— I tE 1'2.146 OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION F-1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 652 N.E. 105 St. City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-2231-012-0140 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Kiluan, Inc Phone#. Address: 652 N.E. 105 St. City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR:Company Name: Alpa Window and Door Phone#:(954)781-5180 Address: 590 SW 9th.Terr.Bay 1 City: Pompano Beach State: Florida Zip: 33068 Qualifier Name: Moche Hazout Phone#: (954)781-5180 State Certification or Registration#: SCC-131151122 Certificate of Competency M DESIGNER:Architect/Engineer: A&I Associates Phone#: (305)310-5030 Address: 370 N.E. 101 St. City:Miami Shores State: Fl. Zip: 33138 Value of Work for this Permit:$ 30,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Z Repair/Replace ❑ Demolition Description of Work: Replace 25 windows and doors (Impact) Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee S Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 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. 1 Signature Signature �'� OWNER or AGENTCONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this oZ / day of .20 /X by Vill day of a7 .201.q by ,f A/Lr�a 2.122 ( who is personally known to mar hir ,[�A2 oyT who is sonally know to me or who has produced VAZ/d6/Z LrCEeJSE as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: h�-Ole2 Sign: 06ti R 175 Print:/)/ d p0�e + �S.P4 Norat`IS�'�ces Print: MV CA 's A X13,20AB Seal: * a ep° Seal: eo��`N OWE &'ATE G°�.C� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) tsflx-tse %rot Noaumt]m 120bgb FIFgO Dom m&#0 1/d'Tu0e NvOm 9Pv09IW NON11�103 roFro NOA/109OY,O3 i610o-19P190 (q'beoFNvmaa �, 16 PbpaeVfugs 88•a901w 90810'veB tw %'� B NWswbiRder roFro� Aron 166a+im Wm9o1]� ]M)Atbmt]m (9)1 v4v00iw Tt6etdulam 1 fWImml Peow td80 m.01�0 WhzW N011tbmt]01 'low. Roar I 1 1 1 WY[LY NOG 14O3i1.01 110 NPamlll �O le 10.9hgb FtwWi rorao 96•a W]N' O&Igl—w Doa Oaot NON16m1iO1 mm ?d 1Q'iT/9LL• 8.8bpb Omevva9 101?[naw NOC 1Idlmm 9102 N10nnµi6tlamm m�� N"nnrouamm L n.wmvex7rlml. y�N0°' ��000. f+oH°�a��°" mve a99m•[9a � ]y.:1O1 nvPaeo sw NO4ilLlmm �f at]m Nrnt6m+im �° Nwtamt]m e,Nwimmpoo. 9earPx9a ]aao Nwfsml]m vm ++oswa98w to wimw�aocwweimw m-ro ]Pa6f NCA 16031].01 rorro NONibml]M 4 M.pimtmlipAp WbtlaM 985Pa98• iOtR1 NON 16O31]m tB.WIavJL RNa Wbpmv )PZBa' rocro N�f6mt]a 1 tmwimgamrwmaav axxw 9npYF1emY0mr iO�80 1.&N1a FnvvOOoar �()8pal0s NOA+6m1].m W(tl BOeOa FQ 9T[898w BL 9t•zro9w 8L 11x884'6• >aro �ffi?611d8 NO411OW2m NOA 11tlmm w �wOiOp'[ 908wx219w roRw ]bNtamf]M 11 Nur RoOvtMrter Rfi011xa1aB1 Re4M]Mvn 2Pza8w3w ++1•x90' Y 111 V I G = Vl BRUZZt REBID •• ell: •• z• • • • • •• 2a ara.Frw voaor -- (� • • • • • • • • • ^a = J 882 NE 108 ST • • •• • • • • • NON+1L mm l< • •• • • • • ••• • r' W"Wft •• ••• •• • • • •• - N �1 nwoe • ••• • ••• • • _ r41 • • • • • • • _ - fd 69 o. 6 Nno NOLL rNM1Ms —, (� p� o.—,w • •• •• • • • •• •• ••• • • • ••• • 6 s a Specialty Engineering Consultants,Inc. ��,�(yfFs,� Wird Velocites In South Florida s 1599 SW 30 Avenue,Suite 020 D.& Browani Palm Beech Boynton Beach,FL 334328 .% 1%J a a a FL CA 0 009217 { Risk Car.1 165 1Low risk to humane famrs shais '-j e''�`' Risk-Ca 2 175 170 170 sigi,Femil Residences Risk-Cat 3&.4 IBG I80 Itl0 F�tiel FacilitiesP:-q h'Cep-�p Intstuctlorre and limitations of Use 1 Charts ovde wird assures based on the mean root he ht And shall not exceed 80'O 2 n assures ere for an enclosed buNn shu8ere or other im G resistance otec8on r d V(mph) 175 1620 FBC for FIV11Z,or Fig.26.5-1a 3 User shall determine the mean roof height Eave he ht+Roof Peak 2. Risk Category 11 Table 1.5-1,page 2 4 Errd zone distance Is the lessor of 10%of len ,10%of wkith,or 40°k of the mean roof height and not less than 3'-0' F11-- C Sccdon 26.7 5 if 50%of a com nenl ts m a rtloular zone then that txm nerd ts considered to be In zone war the ma r ty of the was.If questionable then lace In Zne 5 Kd 0.85 Tebie 26.6-1,page 250 6 Each rom nen widow door mullion hes a irlbute area Brat ts ares to be used.Area of com nerrts to rounded down but shall not be less than 10 sof. Kin t Figure 26.8-I,page 252 7 For NOA's that require a Kd=1.0 than mu18 1 the values Rated herein 1.18. OCpi 0.18 -0.18 0.55 8 WNdpressures are based on Allowable stress design. pitch of roof 3112 14.0 degrees 9 D n ressures listed herein are valid for res B end C and exposure D.max roof h ht 30 dteta 14.0 degrees 10 Charts and values listed herein are only vend when ned dated and sealed Ga McDou le PE 058214 or Mark LeBlanc PE WW83 11 Wid d n pressures are calculated it accodance with ASCE 7-10 Method 2 12 No reduc8on is taken for slopesleas than 10 d tees. Area of Area of- t Area of t Area of Arae of com rea t Aof oon Area of rae Aof t Area of cornA-17-m-1 Area ot f oom 10.0s 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf 55.0 sf 60.0 e Mean Roof 116 t Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 49.8 41.0 49.0 40.6 48.3 40.2 47.5 -39.8 -46.8 -39.4 46.0 -39.0 35.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 1 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 31.6 39.7 31.1 48.9 40.7 48.2 30.3 47.4 -39.9 -46.6 -39.5 35.8 -39.1 35.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 1 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 1 48.6 40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 1 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 44.9 -54.5 1 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 44.9 -54.3 -44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 1 43.1 -50.7 42.7 49.9 1 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6- 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 1 -46.2 -56.2 45.8 -55.3 45.3 -54.5 1 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 1 48.0 -59.2 -46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 -44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 •019.7 0 645.99 �• 0 4:.2• •43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 8. -!W.5 6 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 44.0 -50.7 616.0 •46.! 44.60 0 M.6 0 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 .9 •-616 �4 5• 0 -!Z.0 048.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 -52.0 p 45IlG1 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 30 -50.3 -62.1 48.9 -59.4 46.4 -58.5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 1 -53.2 1 45.1 -52 ,�' - .4y ®4, B • ••• • ••• • • ,av ® , •° m • •• •• • • • •• •• ®y °°• • ° vim' ••• • • • ••• • • •m•• o�c%o 1 } L I MIAMI-00ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PRRA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.Iniamidade.gov/perm SIW Impact Windows,LLC 975 S.Congress Avenue,#102 Delray Beach,FL 33445 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: Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT:Drawing No. M07-04,titled"Aluminum Tube Mullions",sheets 1 through 7 of 7,dated 10/01/07,with revision C dated 12/06/11,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 N04.•Failure to comply with any section of this NOA shall be cause for termination and removal of AIOA. 0••••0 *see:* ADVERTISEMENT: The NOA number preceded by the words Miami-Daag County;;Flora a, apo.'-• ... followed by the expiration date may be displayed in advertising literature., If�...motion of the NOAJs displayed,then it shall be done in its entirety. .... .. :see*: INSPECTION: A copy of this entire NOA shat l be provided to the user by the maAt►ftturer dr itl • •':••. distributors and shall be available for inspection at the job site at the request of thoWlePltng Ofe;i4r: ;;;;;• This NOA revises and renews NOA# 10-1004.01 and consists of this page 1 and. vj¢ppce pages.R-I and E-2 as well as approval document mentioned above. • • The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0221.09 MtoktKuoauE caut�x Expiration Date: November 21,2017 Approval Date: April 26,2012 Page 1 r f 1 SIW Impact Windows,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04,titled"Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07,with revision C dated 12/06/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 series 100 mulled single hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4107,dated 03126/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per SFBC 3603.2(b) along with marked-up drawings and installation diagram of series 100 mulled single r hung windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4108, dated 03/26/07,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA#07-1016.06) 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 series 100 mulled fixed windows,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4115,dated 04/09/07,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NODI#07-101006) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation,dated 08/13/09 and revised on 09/14/10,signed and sealed by Javad Ahmad,P.E. 6666 (Submitted under previous NOA#10-1004.01) •••• •••••• .. 6666 • D. QUALITY ASSURANCE • 6666.. 6666.. 1. Miami-Dade Department of Permitting,Environment,and ReWtraMBxy Affairs JPERA) •6•• . . 69.60. 6666 00.00 66 00 .. . 666999 666666 . • 6666.. 6666 •.. .Manuel P.Be • Product Conl EE iner NOA No. 221.09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-1 � t SIW Impact Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest, dated December 05,2011,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows,LLC for their Clipped Aluminum Tube Mullion—L.M.I.,approved on 11/11/10 and expiring on 11/21/12. 6666 0 _ 6666 ....�. . . .. 6666 • 0.000. 66 . 6666.. 6666.. .6000. 0 6666 .. 0 . . 6666 6 .. .. 6666. 66660. ..0. .0000 . .. ....0. 0000.. • 0 6 0 • . 6 6 . .66666 0 . 6666 •• Manu�NP 0 Product Control AM. r NOA No.12- .09 Expiration Date: November 21,2017 Approval Date: April 26,2012 E-2 V N rR� •- O Z L ,;---- L�^�+t------I 08 y i — M- L------- ----__.J ---4 II II -ct rc _ b—TYPICALLAZ ___ I l-'_ __ GING PRODUCT 4.000 y Ill -�_ I LH 11 ,'000IL a�i 0 _ �- Ti �jlLf+�L__J z� 0.000 WINDOW FRAME ----3.000 4.000 V) d Imo---2.000--H O MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS .. HORIZONTAL OR VERTICAL w a� SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING y! z_ Z L 8 A 'n V�1 rn o o MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Y IMPACT AND NON-IMPACT RESISTANT PRODUCT'S. RECTANGULAR ALUMINUM TUBE MULLION G USING MULLION PROPERTIES ONLY Y NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF HIGH VELOCITY HURRICANE ZONE(�)G CODE 2010 EDITION INCLUDING o >3- .INSTRUCTIONS: �a ALL GLAZING PRODUCTSfAj�tg3�Ep TH��ILILUQNS MUST MEET OME TER USE CHARTS AND GRAPHS AS FOLLOWS. o Nfl INFILTRATION, FORCED ENTRY%RE ST Vo ISS E(WAPAS 4TCA <m o WOOD BUCKS BY OTHERS•SMUST EL�1CI� 11-:8 STEP 1 DETERMINE DESIGN OPENING.LOAD REQUIRED PER ASCE 7 LOADS TO THE STRUCTURE. • • • ! • •• • • • •• STEP 2 USE MIAW-DARE COUNTY APPROVED GLAZING PR?DUCTS JAVAD AHNAD pRODUOT RBVIBL3D ,o 0 ANCHORS SHALL BE AS D,SPAC�AS SHOWN ON DETAILS,EMBEDMENT MEETING ABOVE LOAD REQUIREMENTS. ��ILICT EMSM? Bre Y TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC). y^TEP 3 USE CONNECTION TO MULLION AS PER PRODUCT FIA.PENL 0 b ANCHORING CONDITONS OTHER THAN THOSE SHOWN IN THESE DETAILS APPROVAL CSN. A'wy�CoaoNo ARE NOT PART OF THIS 4PPRO06• • ••• • • USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DMSTEP A LOAD DURATION NOVAS*IS USED M DESIAV Or ANG-19A INTO 40D%NLt P7 STEP 1 ABOVE. • ' DESIGN RATING MORE THAN DESIGN LOAD SPECIFl � • MATERNLS It�WDU1G T LLN�TO TOgFHWJ( 4K WREWS,}IAT O"DITS • USING ANCHOR TYPES ON SHEET 8 THRU 7 AND ANCHOR CHARTS ©�� h1ugfd aPr drawing no. CONTACT WBH OTHER TALS SWC.MiET#HE REQUIRE" ! • ON SHEET 4,SELECT ANCHOR TYPE WITH DESIGN RATING OF 2010 FLORIDA BLfjG• ODE C 2003.✓l4. • ••• • MORE THAN THE DESIGN LOADS SPECIFIED IN STP 1 ABOVE pC., - M07-04 ' sheet_7_oT 7 or • • • • • • • • • • • • • • • • • • •• •• • f • •• •• ••• • • • ••• • • p-1.250 4,U11.0001.000 I y .690 1 .375 T' z 1.000 12S TYP. .1252.500 .125 .125 4,500 1'8� 4.000 4.000 �DF 3.000LLi 125 I $f! hh 3.750 NOTCH v 0 OPTIONAL _¢ a P 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 MULLION CLI (6063-TS)(ALT,To ANGLES) a' STD. MUL(ION STD. MULLION CUSTOM MULLION CUSTOM MULLION CLIP LENGTHS MUST BE CUT TO Fir SNUG O 6063-T6 6063-T6 6063-T6 6063-T6 INTO 1BY TUBE MUWONS. z.odo—j r 2.000 p v a F t.890 3 o M W g¢� m 2,000 �^--2.000 .� TTP. .128 7-SMP I�U m 1.03o z CL 8 m .126 ,280 6.000 6.000 2 vi TYP. TYP. 4.000 4.000 b3.750---�I rF I O NOTCH L L OPTIONAL hghg �Gg�g o c t MULLION CLIP (eoo-T6) 2' IN 2 X 4 2 X 4 2 X 62 X 6 (ALT.TO ANGLES) ° +� STD. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION CLIP LENGTHS MUST BE CUT TO FIT SNUG 6063-T6 6063-T6 6063-T6 6063-TS INTO 28T TUBE MUWONS. NOTCH m m •• ••• • • • • • •• OPTIONAL >� • •• • • • • ••• s .125 4 , •• ••• •• • • • •• 2.000 "t Fr9n JAVAD M*W PRODUCT RBVrB®CML q u 6 F14„PE$7d502 a5 camPlYjoBwith tlziC d L CA.N..169B �� DaildingCodd � 6 • ••• • ••• • • FarDliaNm Dd 6 17 • • • • • e • • • • I I r -----� • • • • • • 6 k--2.000---�I (/, •• • • •• • • •• • • Miami PrdfuM drawing no. .. ANGLE CLIP �g�91� M07-04 ••• • •• • •.• • a 6063-T6 sheat 2 Of 7 • • • • • • • • • • ••• • • • ••• • • DESIGN WAD CAPACITY-PSF(TUBE MULLIDNS) DESIGN LOU CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY- PEP(TUBS M=ONS) 1-1/4 1-1/4 1-1 4 1 X3 1 %4 t%4 4E WINDOW DIMS. 1 X 3 1 X 4 1 X 4 4-1/2 2 X 4 2X4 2X6 2X6 WINDOW DIMS. /2 2X4 2X4 2X8 2X8 WI DOfl DAIS. 1 Xy 1 X4 lX4 4-t/2 284 2X4 2 % 8 2%8 1W01H(W)MULL SPAN BTB. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH(W)MULL SPAN STD, STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH MULL SPAN STD. STD. CUSTOM CUM STD, HEAVY STD. HEAVY 19-1/8130.0 130,0 130.0 130.0 130.0 130.0 130.0 1304 19-1/8" 84.3 130.0 130.0 139.0 130,0 130.0 130.0 130.0 37.9 88.3 789 88.3 887 130.0 130.0 O L O 26-1/2° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 26-1/2" 48.4 99.8 130.0 130.0 130.0 13MO 130.0 130.0 26-1/2` - - 42.8_ _88.8 39.9 712 111.0 130.0 56r 30' 130.0 130.0 130.0 13MO 130.0 130.0 130.0 lick 30' 41.0 87.9 130.0 139.0 128.4 13MO 130.0 130.0 30° - - 37.8 503 39.3 829 98.1 130.0 37' 130.0 130,0 130.0 130.0 130.0 130.0 130.0 130.0 37' 33.2 71.3 111.6 130.0 104.1 1380 130.0 130.0 37" - - 30.0 40.8 - 81.0 79.6 130.0 42" 130,0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42' - 82.8 88.3 127.8 91,7 130.0 1J0.0 130.0 42° - - - 389 44.9 70.1 128.7 8 38-3/8' fi yy 48' 130.0 130.0 130.0 130.0 1300 130.0 1304 130.0 48' 78' 84.0 89.0 111.5 803 130.0 130.0 130.0 46° 120" - - - 31.4 - 39.3 81.3 112.6 0 LL 84° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 54° - 48.8 76.4 99.1 71.4 1272 130.0 130.0 84` - - - - - 34,9 54.8 100.1 80° 123.8 130.0 13MO 130.0 130.0 130.0 130.0 130.0 80• - 44.0 88.8 89.2 84,2 114.8 130.0 130.0 80` - - - - - 3&1 49.0 60.1 $_ .n„1 Sr 112.5 130.0 1300 1300 130.0 130.0 130A 1304 88' - 40,0 92.8 81.9 58.4 104.1 11&7 _130,0 88" _-_ - - - - - 44.6 81.8 iM5 72' 1032 l�10 1300 130.0 130,0 130.0 139.0 1�.0 72° - 36.6 87.3 74.4 838 9&4 108.8 130.0 7Y - - - - - - 40.8 7&1 4a q 19-1/8` 1J0.0 130.0 1300 130.0 130.0 130.0 130.0 1304 19-1/8' 51.8 110.4 130.0 130.0 1300 1300 130.0 130,0 19-1/6° - - 44.8 89.3 41.8 74.1_ 115.8 130.0 p 4 6- 20-1/2° 130.0 130.0 130.0 130.0 130,0 130.0 1300 130.0 26-1/2" 372 79.7 124.7 130.0 11&4 130.0 130.0 130.0 26-1/2' - - 32.1 429 - 835 83.4 130.0 3D' 1300 13MO 130.0 1300 130.0 130.0 130A 1300 30• 32.8 70.4 110.2 130.0 1028 13MO 130.0 130.0 30` - - 379 47.3 737 130.0 LL Z 3T 11&3 130.0 130.0 130.0 1J0.0 130.0 130.0 130.0 37" - 57.1_ 89.3 1189 83.4 13MO 130.0 130,0 JT - - - 30.8 - 383 88.8 109.8 42' 101.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42° -- 60.3 78.7 104.7 738 130.0 130.0 130,0 42° - - - - - 33.9 62.8 987 99-5/8' 48• 88.8 130.0 13MO 130,0 130.0 130,0 130.0 130.0 48° �� - 44.0 809 91.8 643 114.0 130.0 130,0 48• 132" _ _ - _ _ 46.1 84.6 O Be 79.0 1272 1300 130,0 13Dk 130.0 130.0 130.0 S4" 39.1 812 81.4 87.1 101.6 12.01 130.0 Be - - 40.6 7&2 80° 71.1 114.8 130.0 130.0 130.0 130.0 130,0 130.0 80° - 382 85.1 73.3' 81.4 91.7 112.6 130.0 60° - - - - - - 3&8 07.7 85° 04.7 104.1 1300 130.0 130.0 130,0 130,0 130.0 88' - 32.0 80.1 08.6 48.7 $3.4 102.3 130,0 88" - - - 315 81.8 m 72' 58.3 984 130.0 130.0 130.0 130.0 130.0 1304 72' - - 48.8 81.1: 429 7&4 93.6 iJ0.0 72 - - - - - - 30.7 684 Z 19-1/8° 122.1 130,0 130.0 130.0 130.0 130,0 130.0 130.0 19-1/8• 34.0 74.0 1159 130.0 10&1 130.0 1300 130.0 19-1/8" - - 34.346.6 32.0 57.1 89.0 130.0 O O 28-1 88.1 1300 190.0 130.0 130.0 130.0 1304 130.0 28-1/2° - 83.4 83.8 1112 7&0 130.0 130.0 130.0 28-1/2' - - - 329 - 41.2 84.3 118.0 30° 779 1300 130.0 130.0 130.0 130.0 130.0 130.0 30° - 47.2 739 882 08.9 1229 130.0 130.0 3O• - - - - - 38.4 88.8 104.3 7 37" 63,1 118,9 130,0 130.0 130.0 130.0 130.0 130.0 3Y - 3&2 899 78.6 889 989 1300 130,0 37" 144° - - - - - - 46.0 84.8 2 M 42' 88.6 WILE 130,0 130.0 130.0 130.0 1304 130.0 42' - 33.7 817 70.1 492 87.7 123.1 130.0 42' - - - - 40.6 749 W g a M Lc 48" 83' 4&8 82.4 130.0 130-0 130.0 130.0 130.0 130,0 46" 86' - - 48.1 81.4 43.1 789 107.7 130.0 48' _ - - - - 38.8 882 M Z V)CL 84° 43.2 822 1289 130.0 120.0 130.0 130.0 130.0 84' - - 41.0 549 383 082 989 130.0 Be 80` 384 739 118.7 130.0 108.0 130.0 1304 130.0 3&9 481 34.4 61.4 882 1304 U. 88' 35.4 672 105.1 1243 98.2 130.0 _1304 130.0 68' - - 339 44.6 313 559 78.4 130.0 Q p 72° 32.4 01.8 98.4 114,0 90.0 130D 130.0 130.0 72' - - 30,7 409 - 612 719 130.0 ARCH6 1p BE INSCRIBED z n,U!D INSOLE RECTANGULAR SHAPE HORIZONTAL MULLION ��} 18-1/8' 74.8 130.0 130,0 1300 139.0 130.0 1304 130.0 19-1/8' - 81.9 81.3 10&2 752 130.0 130.0_ 130.0 J 28-1/2• 83.8 110.4 130.0 1300 130,0 130.0 13010 130.0 28-1/2' - 37.8 8&7 781 849 87.7 130.0 -IiO.0 � � 30" 47.8 1019 130.0 130.0 130.0 130.0 130.0 130.0 30" - 33.1 81.6 88.0 484 863 130.0 130.0 `\ U)m �+ 37" 38.5 829 1293 130.0 120.7 130.0 1304 130.0 37° - - 410 589 392 704 100.1 130.0 VERTICAL �i��'PRODUCTQ O 42° 74 1/4" 33.8 729 113.9 130.0 108.4 130.0 130.0 130.0 42' - - 37.0 49.3 349 81.6 98,1 130.0 MULLION 48" - 53.7 88.7 123.1 93.1 130.0 1304 130.0 48" - - 32.4 411 302 SU 84.1 _ 130.0 z 84° - 889 88.6 108.4 82.7 130.0 130.0 130.0 54" - - - 383 -- 479 74.7 130.0 G 6D° - 81.0 79.7 989 74.4 130.0 1J0.0 130.0 air - - - 34.5 - 43.1 67.3 123.8 R10DUCT PRODUCT 8l 88" - 483 72.8 89,8 87.7 120.7 130.0 130.0 86° - - 323 - 40.4 612 1123 $ GLAZING (DAZING $ c 72° - 429 88,5 82.1 82.0 110.8 120.1 130.0 72" - - - - - 08.1 103.0 PRODUCT PRODUCT O ALL LOADS ARE EXT.(+)/INT.(-). Wt W2 I MULLION SPAN _I TYPICAL MULLION ARRANGEMENTS H A E L Q m y • ITV 1 G' • • • • • • • • WIDTH (W) W7 z� • MULLIONS fi�A [f I Tea 15WARTS MAY BE ORIENTED %RTI�i-Ll- T• W • •6(INT�LA1"N yBLTWE!tN•WIDTHS ALLOWED) en�r YQyL PRODUCTRHVISBD q �° PLA PE g 70592 m aomplying with dw Florida o CAN.'3538 • ••• • ••e • 00: BXplrat Dare !"/ R • • • • • • • drawing no. • •• • ' " ' • '• • MULLIONS BY uo1 .. • • • • • M07-04 aneat 3 of 7 • •• •• • • • •• •• ••• • • • ••• • • DEMON LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PBI+ DESIGN LOAD CAPACITY - PSF N WINDOW DIMS. I ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE Illr�� 11 • WIDTH (W) MULL SPAN A B C D WIDTH(W)MULL SPAN A B C D WIDTH (W) MULL SPAN A E C D 19-1/8° 130.0 130.0 130,0 130.0 19-1/8" 114.7 130.0 130.0 130.0 19-1/8" 74.5 120.5 00.4 13D.0 Z j 25-1/2" 130.0 130.0 130.0 130.0 26-1/2" 82.8 130.0 100.3 130.0 26-1/2` 53.8 86.9 65.2 130.0 3 30° 130.0 13D.0 130.0 130.0 30" 73.1 198.2 88.0 130.0 30" 47.5 76.8 57.0 115.2 4 g g 37" 120.5 130.0 130.0 130.0 37' 59.3 98.8 71.9 130.0 37" 38.5 62.3 48.7 93.4 42' 708.1 730.0 928.7 930.0 42' 822 84.4 83.3 126.8 42" 33.9 64.9 41.1 82.3 38-3 8" 48° / 92.9 130.0 112.6 130.0 48" 7b" 48,7 73.8 50.4 110.8 48' 120' 29.7 48,0 36.0 72.0 54' 82.8 130.0 700.1 130.0 64° M33.7 49.2 98.5 54' 26.4 42,7 32.0 64.0 a 80" 74.3 120.1 90.1 130.0 80' 44,3 88.6 80" 23.6 38.4 28.8 57.6 86" 67.5 109.2 81.9 130.0 BB" 40.3 80.6 88' 21.6 34.9 26.2 52.472" 61.9 100.1 75.0 130.0 72" 38.9 73.8 72" - 32A 24.0 48.0g 19-1/8" 130.0 730.0 130.0 730.0 19-1/8' 129.1 130.0 19-1/8" 67.8 109.5 82.1 130.0 26-1/2" 127.5 130.0 130.0 130.0 28-7/2' 2 93.2 130.0 26-1/2' 48.9 79.0 50.3 118.6 30' 112.6 130.0 130.0 130.0 30' 82.3 130.0 30" 43.2 89.8 52.4 104.7 g 37' 91,3 130,0 110.7 130,0 37" 55,0 89.0 88.7 130.0 37" 35.0 56.6 42.5 84.9 g 42 80.5 130.0 97.5 130.0 42" 84• 732°48.5 78.4 58.8 117.6 42" 30.9 49.9 37.4 74.8 50-5/8" 48" 70.4 113.8 852 130.0 48" 42.4 68.6 51.4 1029 48• 27.0 43.8 32.7 65.6 54" 62.6 101.1 78.9 130.0 54" 37.7 81.0 45.7 9_1.4 54" 24.0 38.8 29,1 58.2 80` 56.3 91.0 683 130.0 80" 33.9 1 54.9 41.1 82.3 80" 21.8 34.9 26.2 82.4 In 60" 51.2 82.7 62.1 124.1 BB" 309 1 49.8 37.4 74.8 66' - 31,7 1 23.8 47.6 O N 72' 48.9 76.0 88.9 113.8 7Y 28.3 45.7 34.3 6&6 72" - 29.1 21.8 43.6 :1 �O 19-1/8` 130.0_ 130.0 130.0 130.0 19-1/8' 932 130.0 112.9 130.0 19-1/8' 62.1 100.4 78.3 13D.0 28-1/2" 102.5 130.0 124.2 130.0 26-1/2" 672 108.7 81.5 130.0 26-1/2" 44.8 72.3 54.3 108.7 ,F 30` 90.5 130.0 108,7 130.0 30" 89.4 96.0 720 130.0 30' 39.6 84.0 48.0 96.0 LJ g 6 ud. 37' 73.4 118.6 89M 130.0 37" 482 77.8 5&4 110.8 37" 144" 321 31.9 38.9 77.8 CO ZJ 42' 84.7 104,6 78A 130.0 4Y 0 TM go. 42.4 8&8 51.4 102.9 42' 28.3 45.7 34.3 68.6 F 48" 63. 58.8 91.4 68.6 130.0 48' 37.1 00.0 45.0 90.0 48" 24.B 40.0 30.0 1 60.0 54" 50.3 81.3 61 A 121.9 54" 33.0 53.3 40.0 80.0 54' 22,0 35.8 28.7 83.3 _Z d U m (,1` W. 45.3 73.1 849 109.7 SO' 29,7 48.0 38,0 72.0 HORIZONTAL MULLION - g >^ 66° 41.1 68.5 499 99.7 68' 1 27.0 1 43.6 32.7 66.5 ANCHORS ANCHORS 71 N �i TYPE A,9,C OR D TYPE q,8,C OR D ARCHES TO HE INSCRIM 72" 37.7 67.0 45.7 91.4 7Y 249 40.0 30.0 BOA INSIDE RECTANGULAR SHAPE 19-1/8" 120.5 130.0 130.0 130.0 19-1/8" 82.8 133.9 100.4 130.0 26-1/2" 88.9 130.0 105.4 130.0 26-1/2" 59.8 96.6 72.5 130.0 SD' 78.6 124.1 93.1 730.0 30' 52.8 88.3 84.0 128.0 ��OLAZING VERTICAL PRODULT �� # 37' 62.3 100.6 75.5 130.0 37" 42.8 69.2 51.9 103.8 MULLION 42° 84.9 88.7 66.5 130.0 42" 37.7 81.0 45.7 91.4 74-1/4° 108• ANCHOR 48" 48.0 77.8 58.2 116.4 48" 33.0 53.3 40.0 80.0 GRAZING GLAZING 5 EOUL/1 PRODUCT PRODUCT 94' 42.7 89.0 51.7 103.4 54' 29,3 47.4 35.8 77.1 N O 60` 38.4 62.1 48.5 93.1 80" 28.4 42.7 32.0 84.0 OL40NO CLAZINO At1CHORS $ EH 88" 34.9 50.4 42.3 84.6 68° 24.0 38.8 29.1 58.2 PRODUCT PRODUCT' A,B,C ORD $ 72` 32.0 51.7 38.8 77.8 72" 22.0 35.8 28.7 53,3 ANCHORS A B.0 OR D ALL LOADS ARE EXT.(+)/INT.(-). L W1 vr2 MULLION SPAN •• 21••• • • • • • •• O ��}�, •,' �1�,. 0 r70. 4 m m ANY ANCHOR CONDITION SAWN RIIN•n 4 C.O\tR: •• TYPICAL MULLION ARRANGEMENTS o LOCATIONS AT HEAD, SILL•CR JAINS ENDS, • • • •• 4 Yil +W2 9r PROIAICPRBVISSD I3 FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) CIVIL -ngAy>oSwaftp1eft g (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) FIA PE 70892 • ••• • ••• • • °'A'"' �� /7 • • • • • • • • • • 'allon Dara •• • • •• • • •• r,4tami Product drawing no. • •• •-ANCHORS ••• •• ••• M07-04 I \' ah96t 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4"6w.ULTRACONS 1/4"DIA. ULTRACONS Etl. 2 PER CUA(1 ON EACH WING) 1 PER ANGLE f: 0 1 Ed. 0 I I X07 iQQtt -------- By 14 SM z x 2 x 1/s° a - W000 BUCK FLOATING CLIP N---------� 1-32 P�D.C. MGII)..` II II ALUM ANGLE �D m I i I I I E LLL ALTERNATE ANCHOR LOCATION a a O 1/4°DIA.ULTRACONS1/4°Ow.UURACONS V) V 2 PER CUP (1 ON FACH WOG) 1 PER ANGLE O J N EDGE DIST. J � UJg I VI Ci ZCK ZaVmWOOD BUCK 2 BY WOOD STRUCTUREOR 2 X 1/8" m--------- W06D B OR � FLOATING CLQ M ANOI.E �yWOOD STRUCTURE [�I �PEAAN(AE� O 1 1 I. Ile Ow. ULTRACONS BY'ELCO' o ULTRACONS MAY BE HET OR FLAT HEAD SUBSTRATE Ed.. MIN, EDGE DIST. MIN. EMBEDMENT WOOD 1° MCI g�� BLOCK 2-1/2° 1-1/4° I i I I CONCRETE 2-1/2° 1-1/2° w --`----"' I I^I ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. • 1� • Tit • • • be II It • • • CLIPS OR ANGLES CONNECTED DIRECR.Y TO MASONRY TO BE PROTECTED 11 It • •• • • • • • WITH AUKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PANT OR -1-1 1 v• • • •• •• •••• WATER-WHITE METHACRYLATE LACQUER. •• •• •• • • • •• Etlpr. AYA A PRODUCT RSVISM Qq °e o < .a CML �oomldYiagwBLOmIIIBc� b a°• o I I <. 1 ° FLA PE,a�use2 dingCoda cAN.31LT8 /2-022. k ° 1/4"DIA. ULTRACONS •• • • •• • • •• • • 2 PER CLIP(1 ON EACH WING) • •• • • • • • • drawing no. ••• • •• AACHORS•TYPE •A' M07-04 �- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . 1/4"DN.ULTREACH CONS*Ml 1/4"DIA.PIERULTRACONSAE 1/4"DIA,PULTRACONSIONE 9/4"DIA PER 4 PER CLIP(1 ON EACH WNO) 2 PER ANGLE Ed. 2 PER CUP(9 ON EACH WING) 1 PER ANGLE i Ed. 2" o >. J1lIN. 'z. j e, O 'MIN. i1 T- -o r-. �w� FLOATING CUP ! I2 X 2% 1 B I V I "'1 I ALUM ANLEa1 -----'---I WQTING CLW EB" ----_' 1 I 2"O C.MI14 N I II 1 #14 SMS I 1 I I 2 PER ANGLE I I1 I1-S/8"O.C. MIN, I2 PER ANGLE I I I I I I WWz h.r FS 1/4"DN. ULTRACONS 1/4"pIA ULTRACONS Ed, 1"MIN. 4 PER CUP(1 ON EACH WING) 2 PER ANGLE to Z a ° o M I I I I I I I^1 0] Z to �ZIJ Z¢V.¢ it i1 I y ? a$m a my \ - WOOD BUCK OR l 1 I 2 X 2%IF I I WOOD I V I FLOATING CUP 1 1 ALUM ANOL� STRUCTURE I I #14 SMS I I •• a °6: ' ' ° ° 3°MIN. C "G ' 1 I 2"OA. MN. I I 1 2 PER ANGLE I I Ed' 1/4"DIA ULTRACONS 2 PER CLIP(1 ON EACH WING) {g MN. .0 % ev 1/4"DIA ULTRACONS BY'ELCO' 333iii ULTRACONS MAY BE HEX OR FLAT HEAD e ^ •• ••• • • • • • • SUBSTRATE Ed. - MIN. EDGE DIST, MIN. EMBEDMENT Ii • • •• • • • • • WOOD 1° 1-3/8" ALTERNATE • •• • • • • ••• • BLOCK 2-1/2" ALTERNATE ANCHOR'LOCATION --------- O • • • • • • • • •CONCRETE 2-1/2" 1-1/2" II ANCHOR LOCATIgI• ••• •• • • • •• --------- � 0 g I 1 ALL CLIPS AND ANGLES TO RT SNUG IMO TUBE MULLIONS. Enur. A PRODUCT'REVISED I I ' CMV a mmplyidgwiGLtfieFtof78a pp 3 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRYTO BE PROTECTED I 1 FLA.M V0592 IiuDdmSCotb • ••• • ••• WITH ALKALI–RESISTAM COATINGS,SUCH AS 017UMINOUS PANT OR I I CAN. 39 Acwptmw No/ PAINm �, •b+ -.. • • • • • • l TER– METHACRYLATE LACQUER. L3cyimtiml Dote /"/ B T $ •• • • •• • • •• • • drawing no. ANCHORS TYPE 'C' M07-04 ahaet 6 of 7 • •• •• • • • •• •• ••• • • • ••• • • ' 1/4'DW.ULTRAON E 4,u N Ed. 4 PER CUP(2 ON EACH WING) 1 d 14 S.M.S. • ��, 2/CHANNEL TUBE MULLION Z m. 't. �� 0 �a ------- ----- " II If 14 F.H.S.M.S. h a ------- 1� 8 y �= Itod ' -----1 i v"' FLOATING CUP 1/8"THICK ALUM CHANNEL I � I I LENGTH TO FR SNUG e a Q I 1 INTO MUWON ; TUBE MULLION ati G I 1 I I 1 I I 1 1 TUBES MAY BE NOTCHED I I I I AS SHOWN TO ALLOW INSTALLATION j 3� I 1 I OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY qq 31 PER CLIPS FOR CHARTS A, B OR C 3 PER CUP FOR CHART D _ Ed. 1/4"D 2 PER ANGLE ACCESS HOLE 1-1/2"O.C. MIN.. ULTRACONS No r ----- --- - ---- ----- 0 o g o , - -� DO S DO z LjU) ; I THIS SCREW CAN BE ' i z U I 1 II II 1 14 FH SMB I 7 i I 1 II II 2 X 2 X 1/8` INSTALLED IN EIT E I 1 I 0 I I 11 I I ALUM ANGLE DIRECTION I PER CUP I p_U 0] I L_ _____ _____ _J I U U I 1°O.C. IN. I S } X14 SS SMS I j 114 SMS ; j I I I I MIR ANGLE i 1 1/2" 1 1/2° i 1-132PER�ANGLEE 1 i 1-3/4"%2"X 1/8"(FDR 2BY•ynt�pc�( S/4"X 2`X 1/8"FOR(1BY IU�J LOCATION OF SCREWS CONNECTING MOLESFR TSNAWM ANGLE SN TO TUBES WHERE ANGLES ARE NOT FUG CUT TO FIT SNUG INSIDE TUBE INTO TUBE MULLIONS. ANCHORS TYPE 'D' ANCHORS DETAIL #1 0 METAL TO METAL CONNECTION 1/4"OW ULTRACONS BY'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. =MIN, EDGE DIST, MIN.EMBEDMENT G rD> •• ••• • • • • • WOOD 1" 1-3/8° .• N • • • • • • • • • BLOCK 2-1/2" 1-1/4" •• •i ••t i i i•i • CONCRETE2-1/2' 1-1/2° 0 •• ••• e.: • • •ALL•OMe AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Engr.JAYAO AD °n g CUPS OR ANGLES CONNECTED DIRECTLY TO M/SONRN TO BE PROTECTED PRorXlCTRBVIBBD qq 33 WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR CML .enm�l9I.S with the Fi WATER-WHITE METHACRYLATE LACQUER. F CANT$'3058'2, Bu-'08 CAmpwm ode ��f.� • ••• • ••• • • 3'9 /ji�,/�Q • • • • • • • • • • Datgl7 •• • • •• • • •• • • BY • •• • • • • • • 011 Miami eratdot rawing no d . ••• •• ••• D.,, M07-04 sheat 7 of 7 • • • • • • • • • • • •• •• 0.11 • • :11 • •• ••• • • • ••• • • MIAMI DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rnvw.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County 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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-12,titled`Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L.M.I,)"sheets 1 through 7 of 7,dated 02124/09,with revision D dated 02/12114,prepared by Al- liarooq 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",unlesmptherwise noted herein. . . 000000 000000 RENEWAL of this NOA shall be considered after a renewal application has beenTled'and t4&414s been . no change in the applicable building code negatively affecting the performance oft �,�0200m00duct. .. 0000.• TERMIKATION of this NOA will occur after the expiration date or if there has beeiReu revision os chang4'0 in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as amen sement•••• of any product,for sales, advertising or any other purposes shall automatically tedfiO t4 this V%!Failure•'•• to comply with any section of this NOA shall be cause for termination and removardf MA. "0000 0000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dave F(ilaiy, oFlo wa, and...;. followed by the expiration date may be displayed in advertising literature. If any palion oIixe SOA 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 manufacturers 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#13-0206.03 and consists of this page I and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. i MIAMbDADE COUNTY NOA No.14-0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 Page 1 e . Eco Winslow 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 FSC,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. TTL--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-tip drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. UETI-08-2226A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminium-- horizontal sliding window,prepared by Hurricane Engineering:&Testing,IfiC,*Test ••••;• Report No.HETI-08-2226B, dated 01/15/09,signed and sealed b'y Candi(VF;Nont, • P.E. • (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading p"BC TAS 2® 94 ••;••• along with marked-tip drawings and installation diagram of a XOV alumindA:'. horizontal sliding window,prepared by Hurricane Engineering:&rp;ting,Inc„ Test • Report No.HETI-08-2227,dated 01/15/09,signed and sealed by CandidovF.Font, ....:. P.E. (Submitted tinder NVOA#09-0312.08) e ' f f Manue�'Perez,P E. Product Cont ro Era ner NOA No. 1 - 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 - - E-1 , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 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 Hunicane Enginee}ing&Testing,Inc.,Test Report No.HETI-08-2229, dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 .... along with marked-up drawings and installation diagram of a XOX aluminium••• •••••• horizontal sliding window,prepared by Hurricane Engineering di7eing, Joe,I*st •, Report No.HETI-08-2230A,dated 01/15/09,signed and sealed F?*Vhndido•)*.F•ont, •••• P.E. ...... (Submitted irnderNOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20IO-140; *00:00 **:so 2)Cyclic Wind Pressure Loading per FBC,TArM-94 •• • ••••:' along with marked-up drawings and installation diagram of a XpX-aminum ...;,. horizontal sliding window,prepared by Hurricane Engineering&Tasting,Md Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed bysC;ndidp•F;Fpnt, • P.E. •• • (Submitted under NOAf#09-0312.08) Ma iue ere ,P.E. Product Contvl E miner NOA No. ' -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 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 Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12111/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01A4/17. 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.1.", approved on 05/02/13 and expiring on 05/27114. 0000 . . 0000 0000.. .. 0000 9 . 00009. .. 069.0. 0 0000.. 6669 .. 9 6 6 0 . 6 .9666 0000.. 0000 00000 6 . 0 . 0000 .. . 0000.0 060009 0 . . 6 . 0000.. 60609. 9 . .. 0000 090699 Manuel Perez, .E. Product Control 1xam' er NOA No. 1 - 7.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-3 72" T11' 8 WINDOW WIDTH WINDOW WIDTH /p14ma IcWv �Y �1 3 1/2"MAX. 4° m 3 1/2'MAX. 4° 10 5/8'MAX. m z HEAD/SILL HEAD/SILL I F HEAD/SILL �CORNERS CORNERS A CORNERS °in v r !�" a i D Sl 0.1 41 z rl It ri Ir z rl I' h I' fi e (B " FALSE MUNTINS31 1/4" 32 =.Pl; 32 3/4" 32 3/4"(SURFACE APPLIED) (SURFACE APPLIEDMAY BE USED O.L.OPG. D.L. . MAY BE U D.L.CPC. D.L OPG. 35 3/8" 36 7/8" VENT WIDTH VENT WIDTH s u. ICAL ELEVATIONECO-GUARD SERIES-200 n S ALUMINUM HORIZONTAL ROLLING FYINDOW � $p DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. 3 _ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDEZ�a THESE WINDOWS ARE RATED FOR LARGE SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R OR HORIZONTAL ROLLING WITH OTHER U-w SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $ W TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. O EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8"HEAT STREN'D.GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY t7 n 1/8'HEAT 5TREN'D.GLASS 1/8' HEAT STRENb. GLASS 5/18'AIR SPACE HURRICANE ZONE(HVHZ). 1/8"HEAT STREN'D. CLASS .090"INTERLAYER .090'INTFRL AYER WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER n r BUTACITE PVB BY'DUPONT' SDTRYGLAS BY'DUPONT' ,090'INTERLAYER LOADS TO THE STRUCTURE. v 1/8'HEAT STRCN'D. GLASS 1J8°HEAT STREN'D.GLASS BUTACITE PVS BY'DUPONT' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS $ 1/8"HEAT STREWD.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SIU �I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE GOWCORNING 899 ••• Dd�CO:NWj a!•• � • NOT PART OF THIS APPROVAL. GE SCS 2000 f GEICS 2 SILICONE 'g c i GR • • • • A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. S o 5£I Za Z m •• • • • • 211 • • DOW 899 mamuo g y1 s • • • • • v!• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT � COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE tO 2 tO 22 m REQUIREMENTS OF THE FLORIDA BLDG. COTE SECTION 2003.8.4. Ilk. Engr.JAYAO ANAL4D PRG3)UCT RDVISEDFLA PE ML 70592 m emplying with Wa P,mida `i••• • CAN.5538 Building Caleo • • • • • • 1 Amptme Bapii�at Dato a 10 10 •• • • •• • • • • t n a • • s • NAL X� • • • 29 � ij i Q t,UZ?By ,�; ..✓ $ GLASS TYPE `A` GLASS TYPE `a' •• ESPACE17• • SETTING BLOCKS AT INSUL LAM.CLASS Yi N1tam1 ade PralucLCbiArol( dravting no. ST.STEEL GLASS TYPE 'C' NOTCH GAZING BEAD LEO W09-12 TO CLEAR BLOCKS 7� � e ZIN OPTIONS sheet 1 of 7 • • ••• • • • • • • • •• • • • • •• •• ••• 0 • 0 ••• 0 0 DESIGN LOAD CAPACITY-PSF(XO,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) W/o RED11F. WITH REINF. W/O REINF. WITH REINF. W/O RELINE WITH REINF. 1 GLASS TYPE GLASS TYPE GLASS TYPE GLARE TYPE GLASS TYPE GLASS FE GLASS TYPE GLASS TYPE GLASS TYPE O1 WINDOW DIMS. A 'A' 'e' 'C' WINDOW DIMS. A ---(+7) --(-) '11' C' WINDOW Dw. A 'A') I 'B' C' Z tV_10 _GHT IXT.(+) INT.(-) W.(+) INT.(-) W.(+) INT.(-) WIDTH HEIGHT ESR(+) -(-) EXR.(+) INT.(-) W.(+) INT.(-) WIDTH HEIGHT EIR.(+ NT.(-) EXT.(+) 1-(-)1 EXT.(+) INT.(-) 0 '� 26-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 74' B 702 80.0 80.0 90.0 70.0 80.0 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 37° 26° 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' 23) 12 70.0 80.0 80.0 90.0 70.0 813.0 I06-1/4' (3) 12 70.0 80.0 813.0 90.0 70.0 80.0 c 53-1/8" (3) 6 70.0 80.0 8D.0 90.0 70.0 80.0 111' 12 7aC 80.0 80.0 90.0 70.0 80.0 tit" 12 70.0 80.0 80.0 90.0 70.0 60.0 38_374" $ 70.0 80.0 80.0 90.0 70.0 80.0 74' 9 704 60.0 80.0 MCI 704 80.0 74' 9 70.0 80.0 OOA 90.0 70.0 BOA 26-1/2" 4 70.0 80.0 1 80.0 90.0 70.0 80.0 108-1/4' (3) 12 70.0 60.0 80.0 9C.0 70.0 80.0 106-1/4' (3) 12 80.0 90.0 70.0 80.0 a 37° 38-3/8' 4 70.0 880 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 $ I" 63-1/8° (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" 50-8/8' 50-5/8° -- 9 70.0 8D.0 80.0 90.0 70.0 8fl.0 74° s 70.0 80.0 $0.0 soo 70.0 80.0 1136-1/4" (4) 12 70.o 80.0 80.0 90.0 70.0 90.0 (a) O�s� 28-1/2' 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 BOX 74' 63' C 6 g 9 70.0 70.0 80.0 80.0 70.0 80.0 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) "41 53-1/8' (4) 6 70.0 Bao 80.0 90.0 70.0 80.0 105-1/4' &T" 12 10.0 70.0 80.0 82.6 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 804_ 14 eg 74° 8 70.0 Bao 80.0 80.0 713.0 80.0 111' (8) 12 MO 70.0 80.0 80.4 70.0 80.0 84 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 a z{t}g 28-1/2' 4 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 60.0 80.0 90.0 70.0 60.0 98' (2) 12 70.0 80.0 80A 90.0 70.0 80.0 W cell 37" 63' 4 68.9 77.5 80.0 90.0 70A 8D.0_ 84' 24' 9 70.0 60.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 b3-tf8" (b) 6 70.0 70.0 80.0 90.0 70.0 80.0 se" (2) 12 70.0 804_ 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 � (.l a 74° 8 70.0r101. 80.0 80.4 70.0 90.0 109" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.1) 80.0 60.0 90.0 7C.0 80.0 m 24' 4 70.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 98" (3) 12 70.0 80.0 80.0 90.0 70.0 80.036" 4 70.0 _80.0 90.0 7110 80.0 84" 38' 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 70.0 80.0 90.0 70.0 80.0 96' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.060" () 6 70.0 80.0 90.0 70.0 8DA 108° 12 70.0 80.0 80.0 90.0 70.0 80.0 84' �4) 9 70.0 70.0 60.0 90.0 70.0 80.072° 8 70.0 804 90.0 70.0 8D.O 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 9e° 12 70.0 70.0 80.0 90.0 70.0 80.024' 4 70.0 80.0 90.0 70.0 80A 64° 48° 9 70.0 Bao SOA 90.0 70.0 80.0 72" 60' 38° a 70.0 80.0 80.0 90.0 70.0 60.0 99' (4) 12 70.0 90.0 80.0 90.0 70.0 80.0 (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 (A �S tort 49" 6 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 SOD A- NO. OF ANCHORS PER HEAD&SILL OO 3n t 60" s 70.o 80.0 50.0 90.0 70.0 BOA 72" 9 70.0 70.0 804 90.0 Tao 80.0 ( ) a N0. OF ANCHORS PER JAMB � Z 3 4 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 84' 60° 9 70.0 70.0 80.0 80.0 70.0 80.0 3 Z 24" 4 70.0 80.0 80.0 90.0 70.0 60.0 96" (0) 12 1 70.0 70.0 1 80.0 1 90.0 1 70.0_ 804 AS 36" 4 70.0 80.0 80.0 90.0 1 70.0 80.0 106" 12 70.0 70.0 1 80.0 1 87.8 1 70.0 8° '� 80.0 W 8 ,.1 4 • 6 70.0 50.0 60.0 90.0 70.0 80.0 (-" (4) ----- A = NO. OF ANCHORS PER HEAD & SILL (1/4W) (1/2w) (1/06 M 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 O - NO. OF ANCHORS PER JAMB ; -- 72° 8 70.0 80.0 SOO 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 90.0 -90.0 70.0 80.0 48" Sgt 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3M (1/3w) (I/3W) c 50" 5 70.0 70.0 60.090.0 70.0 80.0 R ;. �. ,( OPERATING VENTS TO HE 1/4 OF THE WINDOW WIDTH 72" 8 70.0 70.0 80.0 87.6 70.0 80,0 =4> A - NO. OF ANCHORS PER HEAD &SILL IXOX' $ ( ) NO. OF ANCHORS PER JAMB •• ••• • • QPEIATINC•VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: 0° • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE n- •• •i •• i i i•i •• BASED ON ASTM E1300-09 (3 SEC. GUSTS)°XOX' oQmso o AND FLORIDA BUILDING COMMISS10N o ••• ••i •• ••• i i ••• DECLARATORY STATEMENT DCA05-DEC-219 Eng rt CIVIL 'WD PRODUCTREVISBD 9 FIA.PE 70592 as complyi"an'itlt 1110 mmide t ITuildi0g Cuda LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS D!♦ODTI • ••• • CAN. E Aaceptmoe ltio .� ( 9 • • • • •ALL EXliEAR:+ LOADS SHOWN ON THIS SHEET ARE 'retionOwe 'XO OR OX' �• • •� FQROWINVS:WgH ADD-ON RISER AT FRAME SILL ! tlk?1 1 (� B7 dCewin no ••• • •• WOR STS!SILL{NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF AL"nl edcProdutC nlral 9 SEE SHEET 4 FOR DETAIL. �� W09-12 sheet Q of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 1Bl TYPICAL ANCHORS U WOOD BUCK SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS rc RY STRUCTURE SEE ELEV.FOR SPACING �Y MIAMI—DARE COUNTY APPROVED m •°a ° ° ° 4MULLION &MULLION ANCHORS a Z ° <a. :'•°d• SEE SEPARATE NOA I Q 17 gX Xg 79 1B 2 N $y O F /aVry.o�� Qq 1 B O fAn� TYPICAL ANCHORS TYPICAL ANCHORS K W g SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING Ri 4• Of WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. I o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U o WEEPHOLES: TYPICAL ANCHORS' SEE ELEV.FOR SPACING vj W1 = 3/8" X 2-1/4" WFFPHOLES AT EACH END 1/4" DIA TAPCON BY TW (Fu=120 KSI,FY=92 KSI) AND 37" O.C. MAX. 1%4" DLA. ULTRA= BY 'ELCO' (F.-177 KSI, Fy=l55 KSI) p INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SFAI A (�T a0 o a a 1-1/2" MIN. PENETRATION INTO WOOD Nh ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ?' n 9 c JOINT SEALER. THRU 1BY BUCKS INTO CONIC. OR MASONRY O o I N W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z P� DIRECTLY INTO CONC. OR MASONRY $Z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0.t $14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) W orn8 INTO METAL STRUCTURES o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN,) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a B #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) t 16 tG INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN, THK. = 1/H") a (NO SHIM SPACE) ga h 2 I N TYPICAL EDGE DISTANCE i8 gg N� ill INTO CONCRETE AND MASONRY = 2-1/2" MIN. • CBl 13•• IP c1• • • iv °� NTO WOOD STRUCTURE - 1" MIN. 0 y • n l • • m• • • • • • � °� s INTO METAL STRUCTURE = 3/4" MIN. yy $Q o • • • • • • �LI,Q � CONCRETE AT HEAD, SIU.OR JAMBS f'c = 3000 PSI MIN. 28 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm a 2000 P51 MIN. Engr UMO PRODUCT REVISED CMA.PC//L 0 co"Plyi�with the Florida a I F— CAN,y.5+0592 9uildiog Cbde �e 3l o . ".i •• s ••• "Q Aocepixnre Na g 4 a ° I e • • •o m • '6 • • ° °• 4 tretion Dale ° e 8 L ANC=1QI2S• `• • • +.. .•i • 1YPICAL ANCHORS UY 6 .. ¢.. I FOACIN� •• • • • iDY I SEE ELEV. i 'j Miami Product Control j�� rd-wing no. 4IOCD BUCK FOR SPACING W09-12 W1 sheet 3 of 731 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4"MAX. u U U 1/4°MAX. SHIMS �p 1Y cWy SHIM © O OTYPICAL ANCHORS •Y 1 5 SEE FOR SPACING O R' 2t 8 ING § a TYPICAL ANCHORS 1 1 17 7 SEE ELEV. _- _ FOR SPACIN2 G _ - - ° a+ METAL 17 STRUCTURE 'IT o � 17 4 STEEL RE4VFORCING6 t t 12 - \p WOOD BIC tl1 REQ SEE SHEET 2 FOR ASCAPAACIITY VANDOW WIDTH f XO LAYOUT O TYPICAL ANCHORS iy SEE ELEV.FOR SPACING (J 1/4•MAX 1/4'MAX. VENT WIDTH VENT WIDTH SHMS SHIMD.L.OPO. D.L.OPG. (/,�'J\) gyp+ 2 © 8 \J 7 TYPICAL ANCHORS +% SEE EIEV. 17 / FOR SPACNG W 9110 26 _--- w ° -- QQ ° 2G O O M 0 r Z Y WOOD 8 WOOD STRUC ___"SCREEN OPT ----- _ _ ____ _ _WREEN 0 . ------- ° U<o 20 27 •ii?i' -- W W Oa ° 4 11 12 STEEL REINFORCING ? IWOOOD BUCKS O.L.OPG. AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY ° v WINDOW WIDTH XOX LAYOUT o MIAMI-DARE COUNTY 8 APPROVED MULUON TYPICAL ANCHORS SEE SEPARATE NOA rsEE ELEY.FOR SPACING •• ••• • • • • • • C p .' n • • • • • • a�h'o •• a¢m v - - Erop:UAW AHMAO PRODUCT REVISEDFLA CML 29 Complying with the Pierida • _ _ ___ CAN.383882 3uildiug Acceptance No Q'� U R �' • -• - • • i--"-- p t3 8 5 • • --$GREEN OPT. � Expiretlan Date Q�p �t Ity •.: .. • .•. • i�� i Mheni de Product Coutro{/' drawing no. W09-12 WINDOW WROTH WINDOW WIDTH (sheet 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.067 ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RBMABKS �� W 2.750 N 1 FY201 I FRAME HEAD 6063-T8 - 500 718 3/16' 1+ 2 FY202 1 FRAME SILL 6063-T6 - �- 1 434 r 3 FY203 1 SILL TRACK INSERT 6063-T6 - Z .1113 iv iv 4 FY205 AS RECD. MOV.FRAME JAMB 6063-T6 - o J •082 � � ��® 5 FY101 AS REGO. FIXED FRAME JAMB 8063-T6 1.718 -VENTc o A82 � 6 FY104 1/ FlXEO MTG.RAIL 6063-T6 - �p g�4 � 3.249 1.140 12 11 7 FYI 05 1/VENT VENT INTERLOCK 6063-78 - 8 _ FY206 1/VENT JAMB STILE 6063-T6 VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TOP AND BOTTOM RAIL 6063-T6 - _ .813 10 FY108 AS REOD. GLAZING BEAD(LAM.GLASS) 6063-T6 - yl 2.095 .610 .130 10A FYI 10 AS REGO. OLAZMO BEAD(INSUL.LAM.GLASS) 6083-TS 1.140�t.610 1.250 �- - ¢ ---� 11 - AS READ. REINFORCING BAR STEEL - dap -045 .603 .045 .80J 12 - AS READ. RENFORM NO BAR STEEL - a Ot FRAME HEAD 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-TB USE AS IIEQD. ri 1.140 2.246 1.047 1.047 14 FY208 4/VENT ROLLER HOUSING&GUIDE - CELCON - - I •0G2 15 FY209 2/VENT ROLLER BRASS STEEL - �J 1.140�}�---1.610 ;g 10 GLAZING BEADS 18 #8 10 2/VENT JROLLER PIN. AS QO. FRAME/VENT ASSEMBLY SCREWS ST•CRS P.H.SIAS =t 813 1.344 16 e8 X 3` 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS P.H.SMS U 19 JAMB STILE 20 0300TISO AS READ. BULB�I'STRIPPINO O-LON SC14LEGEEL 1.058 21 E207 AS REQO. BULB SEAL SANTOPRENE ULTRAFAB,DUROMETER 6515 z U) N 2.063 22 E203 AS REGO. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 6515 !W 3.876 076 7501 1.250 23 FLB-50 AS REDD. CIASS SPACER SILICONE FRANK LONE _ - r. 24 SL203P 2/VENT SWEEP LATCH - SULLIVAN&ASSOC. w 25 #8 X 1/8' 2/LATCH LATCH INST.SCREW -_ ST.STEEL OH SMS N 00 to� 1.140.082 1.340 26 WA2L 2/WOW. WEEP VALVE - PREFERRED ENG.PRODUCTS g O o- 27 .500 27 1/VENT 5/18"BOX SCREEN OPTIONAL F� 0.- N 28 FY120 - FLUSH FRAME ADAPTER 8083-TB OPTIONAL z 1.344 29 - 2/LITE SETTING BLOCK EPOM DUROMETER 75±5 SHORE A $Z N 2.750 Qi METING RAIL V n) �2 FRAME SILL W rn J 2.1 SO O 1.314 ��225500 �� .340 ��.I.2 1.422 1.202 2 $ F.O.82 u 1.375 �3 SILL TRACK O m 6 FIXED MTG. RAIL .500 1.18/� .750 •• •• • • • • •• c e • • • • • • • I. • • • • • • ••• • ` amu o .082 • • • • • t • • L� 2.750 2.812 2.812 2.750 2. 8-. Fngr:JAVAD ATWAD PRODUCf REVISHD 68 --^I Cmt- FIA PE d 70592 as Yo'DDIyi^8 with the p1mida 3 000 • •• •062 • • CAN.J638 uwMiee cod° + • -•� • ==14 �J 8 I I • S•0 • • 69i i'�fy '1J{!.i l! SID .874 Ia-.9A •• • • • ':Ilf By .i`r- r drawn no. ••• • •• • o• • ,. Miami de Product C4!dYGI' 9 1.687 LBBB 2.611 f � W09-12 O4 MOV. FRAME JAMB L"J FIX£D FRAME JAMB 28 FLUSH FRAME ADAPTER ' sheet g of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • uo M U rn a FRAME TOP CORNER VENT TOP/BOTTOM CORNERS fn rZ �N �'O OM o8 3Z� o� W 0 o � • . .. • •• • • • • ••• C 6 61 U O Eng:JAVO'AOO AHMAD PRODUCT RF.VLSED escamplongwGhtheFlorido + FRAME BOTTOM CORNER FLA PE(70582 RanateaCo& c • ••• • ••• • • CAN. S38 k. 18 • • • • • • • • •• Cz�lratioa Dow ' t I � at •• • • •• • • •• • • t i • •• • • • • • • i,!„t. q�_:'C U 1? Miami de Product Control J drawing no. FIXED MiC. RAIL CORNER sheat 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r r MIAMPDADE 7WA H-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOI•fIC RESOURCES(RER) It 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ►n"v,.miamidade.eoi/economx 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(bi 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 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23109,with revision C dated 01/11113,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product G. tol Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade touv y *Goo:* Product Control Section. •• ••• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • 0000.. LABELING: Each unit shall bear a permanent label with the.manufacturer's nuns or logos city, state; model/series, and following statement: "Miami-Dade County Product Control Appy x a', unfess•cAerwise•;•- noted herein. 00:00: •..• •...• RENEWAL of this NOA shall be considered after a renewal application has becto fjid and the;%has been��• no change in the applicable building code negatively affecting the performance ofthisl4duct.. 0.00.0 0 . TERMINATION of this NOA will occur after the expiration date or if there haebWo 4 revis#on000or.chang e in the materials, use, and/or manufacture of the product or process.Misuse of this*AOA as an'enaa$semeAt of any product,for sales, advertising or any other purposes shall automatically terminate this 146A.eFailure 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 renews NOA#13-0206.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above: The submitted documentation was reviewed by Manuel Perez,P.E. ° NOA No. 14-0317.03 rttatyll oaoi cou TY F Expiration Date: June 17;2019 114- Approval Date: April 10,2014 a_ Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA#13-0206.05) 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 installation diagram of a 97114"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A,dated 01/15/09, signed and sealed by Candido F. Font,P.E. (Sttbn7itted uitderNOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurxicane Engineering&Testing Inc., Test Report No.HETI-08-219211,dated 01/15/09,signed and sealed by Candido F. Pont,P.E. (Submitted under NOA#09-0413.08) 0000 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94• '••••' 0000:0 2)Uniform Static Air Pressure Test,Loading ptr FBC,T¢S 20294 •, 3)Water Resistance Test,per FBC,TAS 202-72r:" along with installation diagram of a 48 1/4"wide x 96 3/8"higt geo-Guatd selies 300••••' aluminum circular arch top fixed window,prepared by HurricAneAnginearing.& 9.0.0• Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/098,;#g4ed aro 8C8 pd by•'•• Candido F. Pont,P.E. (Submitted tinder NOA#09 0413.08) " 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2,01-+94.o ***Go* 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high eco-Guagds fol} ��•�• aluminium circular arch top fixed window,prepared by Hurricane Engineerldg& Testing Inc.,Test Report No.HETI-08 219311,dated 01/15/09, signed and sealed by Candida F.Font,P.E. (Submitted underNOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09, signed and sealedJiy-,Candido F.Font,P.E. (Subtnitted tinder NOA#09-0413.08) f � , Manuel P .E. Product ControlAxa Ter NOA No.1 - 7.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 -E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTwuED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"'Vvide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15109,signed and sealed by Candido F.Font, P.E. (Subinitted tinder NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010,. dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.23) 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. 13-0129.27 issued to E.I.DuPont DeNemours A.Qo.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04111/13,expiring U-12111/1&•.0 0 0 2. Notice of Acceptance No. 11--0624.02 issued to E.I.DuPont M4nourg*0,4.,Inc. •, for their"DuPont SentryGlas®Interlayer"dated 08/25/11, 8tr'1$g on 0�7WIT """ .. ... F. STATEMENTS • ' • .... . .. ..... 1. Statement letter of conformance,complying with FBC-2010, dated janualp•1;76,,2014*•:•• signed and sealed by Javad Ahmad,P.E. •• •• •• ••••:• 2. Statement letter of conformance, complying with FBC-2010, jM;;jno fi4ancjal �;; interest, dated January 30, 2012, signed and sealed by Javad Ahmad,P.E..••••• (Submitted under previous NDA#12-0223.25)) 0••0 • :0: • •• • G. OTHER 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window---L.M.I.,approved on 05/02/13 and expiring on 06/17/14. r Manuel Perez Product Control E ani er NOA No.14= .03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-2 f.eos ' WINDOW fVNTH .002 I FALSE MWITINS rp m .500769 (SURFACE�PTPiOUNEADt�. D.L.OPG. g .875 Ara }T�yI{ f.000 2011 Wo Q 062 0 Q FLUSH FRAME ADAPTER Ir 2.780 G 0 FRAME HEAD/SILL/JAMB 6 .780 C ii 11 ,EI,B� eo3 Itit 11 J Uz (;WIND BEAM 1.070 J ii ii � N T a7s it i - osoIF_ I n 9ro 0 ANCHOR COVER 8 _ o it a'MAX. t 2°FMX. WS HEAD/Su CORNERS 1 W b� TYPICAL ELEVATION LWS 1 ECO—GUARD SERIES-300 ALUMINUM FIXED IYINDOlY DESIGN LOAD.RATINGS FOR THESE WINDOWS TO BE AS PER 1@ CHARTS SHOWN ON SHEETS 2. CLASS L.O- DIMS, D.L.C. HEIGHT -WINDOW HEIGHT - 3.826° o £ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. WIDTH b WINDOW WIDTH - 3.625" COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. TLODUCTI1tNRFit?39 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL aacbmptyingwDh16o1?IO1TdY WILL APPLY TO ENTIRE SYSTEM. 9tI01agCoda _ •• ••• • • • • • •• Atceptenro Na_s� �� 4 m^�:; • • • • • • • • • Br� llDaic y. m S S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH on H THE • • •• • • • • • ��------777 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •• • • ••• • Dye a m HURRICANE ZONE(HVHZ). • • • • • • • • • 011_od�al&PededCaek.S�� •• ••• •• • • • •• �; 1 4 WOOD BUCKS BY OTHERS,MUST DE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ngr.JAV PRODBCFRaVTsab THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ANCHORS SHALL t3E AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS C wroMPT)'Iq iththe FWda SHU ERS NOT REQUIRED. tv.PE' 7052 BuDdtrMCodo EMBEDMENT TO BASE MATERIAL SHALL 09 BEYOND WALL DRESSING O2yI000,••• • ••• caR. a9 AuepinaceNo/ a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Ate • •• a • i • Rx Italloa Dele NOT PART OF THIS APPROVAL. •• • • •• • e •• • • �y A LOAD DURATION INCREASE IS USED IN BMW OF ANCHORS INTO?JOOD SNLY.•• • • • • • • i MI ON et' Ila droning no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT •• •• • 000 • 3 2013 W09_20 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE OBeOt T OT REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESION LOAD CAPACITY^P8P DESIGN LOAD CAPACITY-P8F 3/18"ANN,GLASS --3/18°HEAT STREN'0.CLASS 1ONDOW D11,18. I UM TYPE'C' BLASE TYPE'D' DINDOW DINS, GLA38 TYPE'C' GLASS TYPE'D' WAR(1'r)jLENGfH(L)i EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH(W)LENGTH(i) EXT.(+) I 1NT.(-) EXT.(+) 1NL(-) .090'INTERLAYER 090"INTERLAYER 24' 75.0 80.0 80.0 90.0 28-1/2' 73.0 8D.0 80.0 90.0 O BUTACIIE P08 By'OUPONT' SENTRYGL S 6Y'DUPONT'' "- 3a' 7&0 80.0 BOA 9010 37` 78.0 80.0 80.0 90.0 3/18"ANN.GLASS 3/18`NEAT STREN'D,GLASS 38 78.0 80.0 BOA 90.0 53-1/8' 28' 711.0 60.0 80.0 Bob F gg q2' 7AA 80.p goo 90.0 74' 7910 80.0 80.0 80.0 O SILICONE SILICONE 48' 78.0 80.0 110.0 9010 26-1/2' 7510 8010 80.0 00.0 DCY CORNING 899 DOW CORNING 899SOA 804 CE SCS 2000 GE SCS 2000 54 711.0 80.0 80.0 90.0 37' 7510 .0 90,0 38-3/8' 76.0 1180 B0.0 90.0 83-I/8` 75.0 80.0 80.0 90.0 00" 78A 80.0 80.0 9010 74' 78.0 1 Bog 8010 90.0 ()spay 7Fb .F 1� 8 W 72' 7&0 80.0 80.0 It" 26-1/2" 78.0 BOA 88.0 90.0 a C Q 24' 75.0 80.0 80.0 9010 37' 80-510. 78.0 80,0 8010 00.0 _ �vl b 1•, i t i 11 D3-t/6' 71.J Tao ao.o 98030' 75.0 80.0 8010 GoA W Q 30" 75.0 80.0 615.0 9010 74' 71,3 73.1 80.0 90.0 Q G It 1q-- 1 1. �, 75.0 80.0 80.0 90.0 20-1/2' 76.0 BOA 8D.0 90.0 �i 48' 78A 80.0 SOA 90.0 37' 63 7&0 Bob, 60.0 90.0 #8 X 1-114"SMS8 X 1-114'SUS 84 78A GOA 80.0 90.0 83-1/8• 87.9 728 8DA 90.0 AT 3-1e2 FROM ENDS T 3-142 FROM ENDS BO• 75.0 Bob 80.0 90.0 28-1/2" 7&0 Sao 110.0 90.0 AND 10 O.C.MAX. ANO t0 O.C.MAX. 88' 7&0 8010 80.0 90.0 37' 76° 7&0 110.0 110.0 9010 U GLASS TYPE 'C' GLASS TYPE 'D, 72" 7&0 78.6 80.0 90.0 83••1/8' 67.9 0910 Gob 9010 Zi O GLAZING OPTIONS 24' Iso 80.0 solo 90.0 30' 78.0 8010 80.0 BAD 30' 75.0 Bob 80.0 90.0 W 42' so. 78.0 80.0 sox 90.0 4g• YS.O 6010 80.0 90.0 84' 00.8 71.3 80.0 00.0 IM� 0o' 80.2 84.2 80.0 90.0 L 1 Q M 88° 60.2 84.2 80.0 90.0 % �� YANDOW PBDTH� WINDOW WIDTH ' ID I 72° 6D.2 64.2 80.0 90.0 �--- I Z 1 � 24' 7&0 80.0 80.0 80.0 r _ - ,-; _ x� 3p• 7&0 .80.0 80.0 90.0 I I I I Lf�z J6• 7" 8D.0 80.0 90.0 42' 72' 7810 80.0 80.0 Sao -� I I / I 8ao-O 90.0 4' 7 71.3 110.0 110.0 WIGTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. L_ ^j 80" 60.2 84.2 solo 90.0 24' 7610 110.0 80.0 0010 WD100W tADTH . ODUCf'IR14NEd/GYr YB14D0 YBNOOIY LWOTH y� '30' 7b.0 80.0 80.0 Bob90.0 0 it JB' 75.0 110.0 80.0 90.0 i19 e9mp1y1ng tv1ih 1Ael7ArNn R r &S" 9ekling Code g 62' 70.0 7010 80.0 90.0Acceptsum E I I I loll 48° 6&6 68.6 60.0 90.0 Vxplretloa Oole UI.L4.._e{.�Vc I S4° 64.3 84.3 BOA 90.0 EY/1 '` GI., I 24• 78.0 80.0 Bob 90.0 Allan'pale pt'odoct Co94ro� w 1 76.0 80.0 8010 90.0 4r L -- 1• • • • • • �' ea° 7&0 76.2 BOA 90.0. NOTE: r • • • • • bz• 64.6 64.6 BOA 9010 GLASS CAPACITIES ON THIS SI IEET ARE <m vdNDow 180TH vdNooW vApTH v9NDOW WIDTH •• T • •rg• 5919 59.9 eo0 9010 BASED ON ASTM E1300�-04 (3 SEC. GUSTS). --� - � • • • • 4 f 24' 78.0 80,0 SOA 00.0 j t7'r r- -'-I JO' i5A 80.0 BOA 00.0 Engn-JAVbD AHtlAD PRODl1C'f RBVI3ED j 108" ... CMI ncYIYI{kitrolitorld8 30' 74.8 74.5 90A 9010 FIA,PE 170892 sufift Owe I I I 4 Bi.s 81.5 80.0 90.0 CAN. Accepfluto,;No p 3 i 5 • •• L ••• •• B 'H •i4"• 7&0 80.0 80.0 90.0 Ilxptradon Date • • • • • • .• 120• 7&0 BD,O 80.0 80.0 ,��t. 9 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMRAR CQF'BE •• • • • • !18"• 74.9 7a.s solo 90.0 GD ismt Produd drawf0g Do. VERIFIED 8Y INSCRIBING PICTURE Y6NDOV/SHAPE WHIM SQUARE W RECTAItL£AS •• • •• W09-20 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES sheet 20l ••• • • • • ••• • • • • • • • • • • • • • •• •• • Y • •• •• ••• • • • ••• • • 1By TYPICAL ANCHORS V.. WOOD DUCK SEE M.FOR SPACING mETA4. TYPICAL.ANCHORS 2 000 BUCK STRUCTURE SEE ELEV.FOR SPACING OR WORD ST TUNE N 4 a'°.' .a.d;, •p ' e. .' MIANI-OAOE COUNTY APPROVED IAULVON&ISULUON ANCHORS .<n° ° ;•.•<.. 4 z ° °•.'. SEE SEPARATE NOA ®� libudi {I. U 1 TYPICAL SEE ELEV.I FORA= SEE ET V. FOR�SPACIINNG 3 II: �Oj g93•F9� TYPICAL ANCHORS: SEE ELEV.FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. !j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 114" OLA. TAPCON BY 'ITW' (Fu-m Ksi.Fy 92 NSI) J AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J i 1-3/8" MIN. PENETRATION INTO WOOD ! it THRU I BY BUCKS INTO CONC. OR MASONRY p 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I! !! DIRECTLY INTO CONC. OR MASONRY ` O y 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ^ x ll to Nl 114! DIA. TEKS OR SELF DRILLING SCREWS (MOE a CRs) o , i INTO METAL STRUCTURES c2 W ii STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) O dry i! it ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W 01� it iI N14 SMS OR SFT F DRILLING 3CREW3 (OPAOE 2 CRS) I :I INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = A901 �! (NO SHIM SPACE) li li TYPICAL EDDE DI iANCE INTO CONCRETE AND MASONRY c 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE 3/4"MIN. CONCRETE fc 300E PSI MIN, C-80 HOLLOW/FILLED BLOCK I'm = IWO PSI MW. 2 it H SEA ANI' �� I! i! •• ••• • • • • • •• al n 3 • • • • . • . • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH •��m� ® I t •• • •• • •• \ JOINT SEALER. L� - ••• •.• • ••• I .• • Gpa JAVAD AH)M !'RDDUOT•RRVtSBD Aa° a '^^•` .sRODBC°I°1lFN9E FLA.PEI 70992 BundjusPty1With tlro Flottda ° •4 a. ds4bmPl1A0ff WHP1 tlftt CAH. 99 Ano . :.. I Settling Cods pion D D •- • :`'.. •• ...o°. •••i . .'. •. ••• Acccpauce Nu lJ✓ miLm� xa /Q- '....a.' �...A'. ..Qe \ .<'e I a a • ° • >. '�°°� .' B*Plmlion DR y < • v • • I • Hens B o Pradua Cnntm 9 drawin no. •° ..m:. i - TYPICAL ANCHORS • • •. • • •�� ° BY l,.�r. ppp SEE MCV.FOR SPACWO ..••••'..FW D BL1C�•• ••• ••LI"SP��'0 M1Tam BadeP Cain dt9� W09-20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • MR p PART 0 RSQD, DESCRIPTION MATERIAL MAN7./SOPPLIRR/RBMARR8 Eftllj 88 1 FYJO1 2 FRAME HFAD/SRL/— 0053-TO - THI// qq1 2 FY302 AS REOD. GLAZING BEAD-7/18 GLASS 153-76 ^ ALlh.1a STRIP a Z 50 -3 FY303 AS READ. ANCHOR COYER 53-TO - 8 0 4 E203 AS REOD. GIAZINO BEAD SM NEOPRENE ULTWFAS ,5 FLB-50 1 GLASS SPACER- I/O'HIGH SILICONE FRAW LAWS p B-~__ 610 x 1 a FRAME ASSEMBLY SCREWS CRS PH SMS tl -�-7 -- M20 - fl.U511 FRAFJE AOAPTEft 5003-T8 OPTIONAL CO � Cf g&QQ 8 4p7 TYFIDED .�m JO[POS (3 MIAMI-DAVE COUNTYU1 APPP440-UULUON RECT. OR SQUARE WINDOWS CIRCULAR VANDOYIS NITER CORNERS �S SEE SEFMRATE NOA SEE ELEV.AL FOORR PACING CORNER DETAILS W TYPICAL ANCHORS SEE ELEV.FOR SPACING � WINDOW 1AOTH MKOOW WIDTH 1/4'AWC. aIBM I t o 1!4•MAX. g 1/4•MAX O SHIMS TYPICAL ANCHORS O P SHIM C' SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV. $�g FOR SPACING �f$ 3 .)RODUC@ RENEWER $$ 4s e01Dp1@Iax"It6 an PtaT10i guldingCods •• ••• • • METAL @ 1plla1t0A Pate !�J p m 9 • • • • • STRUCTURE ___ __ ___ __ _ • A.4in aP Co mo 71000 K -_--- - -_---- - __ -- --------- ---- -- 100D STRUCT - Engr CIVIL At01AD PRODUC•PR$VISBD FIX C A� JS pA iacode b Oce Florida AaeptonaotJo g • ••• • ••• •• t aY \ B Italkal bate JQ. 2 jj EXTERIOR • • � • � •• � • TYODD km 1 Dg •• • • •• • • �, Mle do Product drovAng no. D.L.OPO. • •• • • • -•;!'..•;�, •«.:: ::•:. - 5 2013 wog—2o YIND011 WIDTH sheet QOf $ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MErAL � STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS AIWA—OADF COUNTY APPROVED d _ SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING MULLION&MULLION ANCHORS ° n .'p: •a SEE SEPARATE NOA . A •a , • v 6L FKA ALT. as TYPICAL ANCHOttS SEE ELEV.FOR SPACING 10 1/4"MAX. `•✓ z W IAIS ALT. O V a TYPICAL ANCHORS SEE EI.kY.FOR SPACAHO e • .� .+1tOI)OCTRENF.{4TtG �� ° •s_ de ihtaplying with the Flutrds Saldlag Coda AcceptoneeKo,� 3 © •• ••• • • • • • •• +n• % - ):,>�plrARon Date Glf .°n o • • • • • • • • • d8i toss ALT, • • •• • • • • • gt L O • •• • • • • ••• • Ramo • • • • • • • • • h Dade Ptbaoit,Clin � o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER fir=�^��' PRODUCFRUVIND a ° C aseoal 1 In :RAcnP.tFl.°a$�'`• DuNdi Pg o o,Iho Nlor • •:• • : A ti • ' P • • • •• • ••• ••• ccawmco xa 1 0 00 • gg {ap ion Data P v'v. sv i _ M1 • • • • • • • 601 y TYPICAL ANCHORS • •• • • • • • • Miam adeP n LbnV droming no. SEE ELEV.FOR SPACING 000 • •• • ••• • W09-20 sltaot 5mf 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIAMI--DARE 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 (NDA) www.miamidade.gov/etonomv 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.MIL• APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum. Outswtig 1�ejement W41 •••••• (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,pMpmtd by Aq f ajooq •, Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade C4dAf'ProdueMonttol Revision stamp with the Notice of Acceptance number and expiration date by the 91ami*Dade County :•••.: 0000 .. Product Control Section. • 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant • • 0000.. 0000 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's same or logo,•city, state,••:• .0000 0 modellseries, and following statement: "Miami-Dade County Product Control Agprdvei", unless gtherwiW.•.; note .0000.herein. . RENEWAL of this NOA shall be considered after a renewal application has beett fled and tOr4 Vs bedli• no change in the applicable building code negatively affecting the performance of this product. " TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.27 and.consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. F r'r NOA No.13-0206.07 t+IIAMI DADS COUNTY , �` Expiration Date: May 19,2016 ` Approval Date: May 02,2013 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 lnfiltration 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 HETI-10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font,P.E. (Submitted un der NOA#11-03 09.06) 0000 0000.. .. C. CALCULATIONS • 0000 1. Anchor verification calculations and structural analysis, complying with P-B"0073, 0.0 0; prepared by Al-Farooq Corporation, dated 03/01/11,signed and soled by Jawad 0 • 0000.. Ahmad,P. E. (Submitted to:der NOA#11-0309.06) ." ;•0 •0.. 0000.• 0000 . 2. Glazing complies with ASTM E1300-04 0* 00000 • . . .. •• •• • 0000:0 D. QUALITY ASSURANCE 000006 0 1. Miami-Dade Department of Regulatory and Economic Resources(AGER) *see*• . 0000 • . . E. MATERIAL CERTIFICATIONS "' • 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours do.,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 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.2 7) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard" Outswing Aluminum Casement Window-LM. ', approved on 05/03/12 and expiring on 05/19/16 , Manuel Ppw,P. . Product Control xamin r NOA No. . 7 Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 3YV/ WINDOW WIDTH �4" _ 35" VENT WIDTH Z FALSE MUNTINS 29 3/8" �,.' i (SURFACE APPLUiD� AD.L.OPG. p1 I/8"TEMP.GLASS MAY BE USE ?r4i 3/8°Allt SPACE n 8 �S 4��UAO'TE " ' .MASS 1/8'HEAT STREN'D.GLASS O�j n$ ER 000 INTERLAYER () UCD" BY'QUPONi' �BUTACITE PVB BY'DUPONT' �� O' Q STREN'D.GLASS 1/8'HEAT STREN'0. GLASSSLUCDNE Q CONE CON ORNING 899 DOW CORNING 899 ks9 I m 'a k M" �r n n 4 Nr 20 SETTING BLOCKS AT IN UL.IAM. GLASS II NOTCH OLAZNG BEAD LEO TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE 'AA' r � � 8 POINT LOCK pp GLAZING OPTIONStax Y Max, HEAD HEAD/BILI s Z� LOCKING POINTS SILL CORNERS SEE CHART NO.OFd WDW.HEIGHT KEEPERS TYPICAL ELEVATION IU;;-mUPTO AT SASH rn 28• is38-3 8"50-5 8"83°ECO—GUARD SERIES-500 7s• .ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING -+ 70.0 PSF ' COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES SHOM OR SMALLER) - 75.0 PSF 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. •• 900 • • • • • •c S• • • •• • • • • • c.SSs THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY WITH THE • •• • • • ••• • °e a m v REQUIREldENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. HURRICANE ZONE(HVHZ). •• ••• e• • • • •• SHUTTERS ARE NOT REWIRED. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 LOADS TO THE STRUCTURE. Erg;JAVAD Ara PRODUCTRRVLSBD S ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Fth PE�'T9892 asmmplyhwvithaeFlleft EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ••• • ••• • • C B ildwg Ludo00 �{ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • rata No ole NOT PART OF THIS APPROVAL •• • • •• • NOTE: •• • • �: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• f ••• f•MSS i�p�F�CIT�IFiS ON THIS SHEET ARE D dro�Ving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED VN ASTM EI300-04 (3 SEC. GUSTS) 1 9 2Q� �1 i_�o. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION J .J REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05-DEC-219 sheet 1•of 6 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 1YPICAL ANCHORS u U SEE ELEV. MUAL TYPICAL ANCHORS a LICK FOR SPACING STRUCTURE SEE ELEV. a� . FOR SPACING 'a a e I v I IMUlMI-RADE COUNTY APPROVED I I e. °a .. 4a ' a °' j IMULUON&MULLION ANCHORS I Z e" iiSEE SEPARATE NOA II II I �6g 4 I II t O $ I _ pg B L.. I _--JJ a(T.IGS',1 U I Lag gn1 2 TYPICAL ANCHORS TYPICAL AN H� 0 FOR P�EE FOR SPACING +' W 1 U'' a Ell I t . i . : O WOOD BUCKS AND METAL STRUCTURE NOT BTYPICAL ANCHORSSEE ELEV. FOR SPACING Y ECO WDW. 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA, TAP-008, BY 'MN (Fu-120 KSI, Fye92 KSI) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DIA. ULTRACON BY 'ELCO' (F.-177 KCI,Fy-158 KSp U1 4 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i 1-3/8° MMI. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY a0 1--1/4' MIN. EMBED INTO CONC. OR MASONRY 3t o DIRECTLY INTO OONC. OR MASONRY p o 1-1/4' MIN. EMBED INTO CONC. OR MASONRY C1 ' ZXFi' € 8t4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Z �I c INTO METAL STRUCTURES a1 STEEL : 1/8' THK. MIN. (Fy 36 KSI MIN.) U'w ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) rn W atM ! I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8") t! S / (NO SHIM SPACE) c TYPICALEDGE DISTANCE c � /1J � INTO CONCRETE AND MASONRY m 2" MIN. INTO WOOD STRUCTURE = 1' MIN. �' $ 2 INTO METAL STRUCTURE ® 3/4' MIN. O 17 B •• • • • • CONCRETE AT HEAD, SILL OR JAMBS f c n 3000 PSI MIN. I yC-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 20DO PSI MIN. 5 Tama S a _ —A' Eng,.JAVAO AHMM PRODUCFRBVISBD ,a n d° i CNIL as ownplyinii With the PWdm I F: 38 6 i! ••• • • RA E Y 70592 Building Coda g Aoceptmme No/ f $ '..�' A e � •° o� .• °' •'.• .I ration Data CS/b TYPICAL ANCHORS 0. •'•" •. • •'iIPPICAL AN•HDXS • BY _ e SEE ELEV. i• °•1 RY •• • SEE EK*• • to 5Mlami o I'rnduM Contrat drawing no. FOR SPACING WOOD*SUCK FOR SPACING i W 1 1-05 � o sheet 2'of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �(� 8 1/4'MAX g 1/4"MAIC, 11 SHIMS 1/4°MM. SHIM � © 8 O SHIM 18 4 4 8 12 TYPICAL ANCHORS TYPICAL ANCHORS p - p SEE ELLV. X%I-. (tSUj SEE ELEV. fOR SPACit� FOR SPACING ---------SCREEN OPT. ___—— o , X7T R _ S MErAL STRUCTUREILL � 3 7 o W bb cy�4y 1 8 :: � W••UC TYPICAL ANCHORS W*1 f EXTERIOR a SEE ELEV. FOR SPACING O.L. OPO. VENT WIDTH _! WINDOW WIDTH J V1 Mona-RADE cotmlm Don APPRWEO MULUON Z SEE SEPARATE NOA g$ TYPICAL ANCHORS SEE ELEV. FOR SPACING I I II 11 II II I I I I 11 II gg I I ssj k$ YANGOw YAmH00 •• • i i • "�DO�WI�TH••• °m – S^� • •• • • • • ••• • Ramo PRODUCT REVISED •a EN,,J CML as complying withTha Flwtdn FIA.PEN 0592 BuiWinBCode 8 • ••• • ••• • • CAN. 38 A==Q-42,9h t� • • • • • • • • • • E •• • • •e e • •• • • / ••• • •• • ••• • Miond eae Product Co6to! drovA g JpN 9 5 013 W11-05 sheet 3 of g • • • • • • • • • • • •• •• • • • •• •e ••• • • • ••• • • 0 KETAL {�� „OW, STRUCTURE -------------------- ' 11 ,TYPICAL ANCHORS �I MIAMI-DOE COUNTY APPROVED I� n P ° SEE ELEV.FOR SPACING MULLION&MULLION ANCHORS SEE SEPARATE NOA o n! s. /�1... 1 Yg l\fi� \N PX9 \ Lae v el ALT. IC C ao TYPICAL.ANCHORS TYPICAL ANCHORS �gg SEE ELEV. SEE ELEV. Q b FOR SPACING FOR SPACING $ v N �� 5 O 1/4"MAX. CU � C 3 SHIMS ALT. S Z t g d, U 0w ° W rn� 0 d — __B9_ O TYPICAL ANCHORS d - SEE ELEV.FOR SPACING "P R TYPICALANCHORS—/4; SPACINGd d SEE ELEV.FOR SPACING ,e "P ALT. C,- 0 •• • • • • ••• • L <m u • • • • • • • • �F_A 1 15 i 3 •• ••• •• • • • •• INSTALLATION DETAILS {PITH FLUSH FRAME__ADAPTER Engr.JAVAO ANUAo PRODUUr RRVLSW ]go FLA PE 70582 '°complying wish the Ftm188 M • ••• • ••• • • CAN. 578 Building Code •0° v • • • • • • • • • • Aca1H•tce No • • •00 0 • • •0 00 • • Ex irelionDate 2 !6 $ • • Y GJ` 090 ••• ••• ••• •••• •• Miloni aie Product tre1 drawing no. N 15 201 W11-05 sheet 4 of 6 ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.750 ITRM PART 0 QUANTITY besemPTION MATERIAL MANP./SUPPLIER/RREIARR9 TI 1 FSOI 4 FRAME HEAD/SIU./JAMB 8083-TB - I1 .500 2 E502 4 VENT 8093-T8 .1- 1,330 3 FY108 AS RECD. OLA2ING REM(LAM,CLASS) 8083-T8 - Z $ .062 JA ENS AS RECDL, GLAZING REM(INSUL.UM.GLASS) 8083-T8 - IC 4 E508 AS REOD, SNUBBER-VENT,FULL LENGTH 6083-T8 - !� 1 4A E509 AS REOD, SNUBBER-FRAME,FULL LENGTH 0083-TB - .079 2.821 8 EMS OPTIONAL SCREEN FRAME 6463-15 - 1$93 7 110 X 1-1/4' AS RECD. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS d - 8 ... 1203 AS REOD. BLAB WEATHERSTRIPPNG,OUROMETER 05 SANTOPRENE ULTRAFAS 9 E203 AS RECD. GLAZING BEAD BULB,DUROMETER 65 SCNTOPRENE ULTRAFA9 8 ? h 10 35.12.OD.400 2/VENT 4 BAR K=.AT TOP AND BOTTOM STEEL TRUTH,INSTALLED WITH(2)110 X 5/8'SDS VVVry O g It 13099,92 1 MULTI POINT LOCK SYSTEM ZAM TRUTH V1 6 Q y O1 FRAME HEAD/SILL/JAMB 12 - e/VENT KEEPER STEEL 13 - 1/VENT ROTO OPERATOR ZMUK/STL TRUTH Q 2.394-- 14 P&140-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL _ 1.330-115 FY120 AS REDD. FLUSH FRAME ADAPTER -- - 6063-T9 OPTIONAL 16 - _ J __A_NR SAO SKATE_ NYLON M&M PLASTICS IeS)£ 17 #10 X 1-1/4' 2/SKATE FH SOS SKATE SCREWS IB IS X 3/4' AS REOD, FH SMS SNUBBER SCREWS - IN PAIRS 2'APART,PAIRS SPACED AT 7-3/4"O.C. 2.094 I9 - 2/UTE 1SETTWG BLOCK,3/I6'X 3/4'X 4"LONG NEOFREtg AT B'FROM FAOi END,WROMETER 89 V 372 20 FLO-50 GLASS SPACER- 1/8"HIGH SILICONE FRANK LOPE .082 2.81$ .898 .719 b90 sMANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1582- SCHNEE-MOREHEAO SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. zees � 2 VENT to 062 LOCKS Z ,g19 .500 69 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' z . AT FRAME JAMB �j �— 2.611 LOCK OPERATOR #24.33.XX,004 AT 8-1/2" FROM SILL O'r FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. U La .603 ,045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES W 1s FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4' O.C. MAX. o EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS Lo47 1.750 STAINLESS STEEL KEEPERS #31964.92 AT VENT Q GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS .493 SEE CHART ON SHEET i FOR QUANTITIES r. u 803 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' 9 11$ F�.130 1.750 .045 LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS 1.172 •• ••• • • • • • •• c .� . ®GLAZING BEAD (INSUL. LAM. GLASS) to CORNER KEN •i •• 0 '�yA ii • •• ••• ••dOjtD ail SiL LO b�ERATOR X52.13.012 8Y 'TRUTH' FASTENED WITH (6) #10 X 1" P PH SMS 245 245 OPERATOR TRACK #30175 AT BOTTOM RAIL Eng,,JAVAD AFM PROMCTRBVI86D FASTENED WITH (2) #10 X 1" P PH SMSCIWL B Lv PIYIn9wiAlheFter(dR FIAPE d 70592 �— .120 .78D ••• •••20 ••• ••• .0. ••• CAN.33 AaePtauw No C."IM Dela —{ l_.__ —�' • •ANVI—SAG•SKAICS� L7 t� I �•-I • WILL ANTI--SAG 3KAlES;3Y 'M&M PLASTICS' a1 a6 ' O I�f• 4i' • •• �5 241 IAmroi de Product � CoMrol_� dratviny no. 2 & LOCK SATIO-3/4" FROM TOP/BOTTOM RAILS J 1) TILE AT BOTTOM RAIL AT 4' FROM LOCK STILE W1 1-05 Q SNUBBER -.VENT 4A SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1-1/4' P FH SDS. sheet $ 01 H3 ••• 0 • • • • • • • • • • • • • • • •• •• • • • •• •• 0 Z 0 a 14 $� n 14 e g8 t � o I / I c I I cn 3 pM 0dM +� I z � fn i7.�in 0 VENT CORNER FRAME CORNER o •• ••• •• • • • •• Engr.JAW AHhtAO CML I udull"its wi thath "do h M PE @ 70591 &dId'mg Codo • ••• • ••• • • ••••••• •• • •••• • • • •••• •• •• C.0.NAN3 9Aiycc epane Nn Gpi.tion Date •• ••• ••• ••• •• �p(pi7(a 0$wotw>1ii-�7 05'5 52Otraa sheet 6 Of 6 i • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 , r MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera/ ECO Windows Systems,LLC 9114 N.W. 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Ahun 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 DATING: Large and Small Missile Impact Resistant Limitation: 0000 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Dpuble.Door DP.Wlhgs wltll,... sidelites(w/wo Reinforcement)in sheet 3. The max door leaf width shall not to exceed'--A'. ... .• 2. Laminated glass types G 1 and G2 are limited to .090"DuPont's PVB and glass type 03 i9 limited to Insulated•• • laminated glass w/.090"Solutia interlayer. •••••• • 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or low,Ftty, st4te&,"d'serie%....• and following statement: "Miami-Dade County Product Control Approved",noted herein..... .... 00:000 RENEWAL of this NOA shall be considered after a renewal application has been filed llntl'there h;§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 c ArTge in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an`emlorsemenJ vf.-prny •0 product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure 1!d coihply 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 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No 12-0402.03 Mie counn tr Expiration Date:July 19,2017 Approval Date: July 19,2012 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 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. 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-12-4003,HETI-12-4003 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 Rega gj4ry A1jg9jPER N.::. E. MATERIAL CERTIFICATIONS :••••• 0000 00 0 . 0 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Deli mats&Ito!.,-Mc. fop.... 0 . their"Butacite 0 PVB interlayer",expiring on 12/11/16. ..:•.: .. .. 69900 2. Notice of Acceptance No.11-0325.05 for"Saflex clear&color ijjer)jyer"issued to 0••0 • Solutia Inc.,expiring on 05/21/16. • . . . . ...... 3. XL Edge seal System 201 SS spacer by Cardinal IG. 0 000000• . 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 June 29,2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA. is 1- a4"CL- Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 FI/8"HEAT STREN'D. GLASS 3/16'HEAT STREN'D.GLASS .090"INTERLAYER .090"INTERLAYER BUTACITE PVB BY'DUPONT BUTACITE PVB BY'DUPONT' 1/8"HEAT STREN'D.GLASS `-3116"HEAT STREN'D.GLASS R" I SILICONE � SILICONE I i m DOW CORNING 899 3 m DOW CORNING 899 Y 26 26 X12 14 ` i I 34 �a8 / \ / SETTING BLOCKS A7 LAM. CLASS _ REOD.FOR WIDTHS EXCEEDING 36"ONLY. \'' CLEAR BLOCKS BEAD LEG TO yg 5 GLASS TYPE 'GI' GLASS TYPE '1138' eeI10 U 1/8"TEMP.GLASS 8/16"AIR SPACE 1/8"HEAT STRENTI. GLASS .090"INTERLAYER SAFLEX IIIG BY'SOLUTIA' n 1/8"NEAT STREN'D.GLASS SDOW CORNING 899 26 ST. STEEL $ Z q'1 METAL SPACER C, 19 O Wrn- SERIES 800 0�\ SILICONE � ALUMINUM OUTRKNG ENTRANCE DOOR \ / SETTING BLOCKS AT INSUL LAM. GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. 1- NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SiDELITES SEE SHEET 3. o LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACItt WILL GLASS TYPE 'Ga' APPLY TO ENTIRE SYSTEM, v �i DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION � RESISTANCE IS REWIRED. IIIA • ••• • • • • • •• c m`= THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • m N REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELSCITY • •• • • • • • !g' S�- •�c HURRICANE ZONE(HVHZ). -4 • •• • i • • ••• • 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPER!`• ••• •• • • • •• TO TRANSFER LOADS TO THE STRUCTURE. Engr.JAVAD AHMAD u ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS =THESEDSOORSRE RATED FOR LARGE & SMALL MISSILE IMPACT, j EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING!OR STUCCO. NOT REQUIRED. -FLA PE 70692 S n 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DET41 eRE• • ••• ••: ••• • • CA'N'3638 NOT PART OF THIS APPROVAL. • • • • ♦ • • ,� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTIIFOOD:JLY.• • • • • i O MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,"AT • •• • Felawing n0. CONTACTCOME O REEQUIREMENTS OFTHE FLORIDA BLDG. CODE SECTION 2003.8.4.MEET THE W12-081 sheat 1 of g • • • • • • • • • • ••• • • • ••• • • 39 3/4'MAX. 78"MAX. �v 0. FRAME WIDTH FRAME WIDTH I HEAD&SILL ANCHORS w A7 STILE ENDS 12" (4)AT 3"O.C.12" W 5"MAX. MAX. S"MAX. MAX. g HEAD/SILL A SILL HEAD/SILL /4 �� CORNERS '�\ a aha \ g c ii / ii LOCH OPTIONS LOCK OPTIONS SEE SHEET 7 iy' SEE, EET 00 Al co nx f' I$ ----L --- m -----LL --- \----r----- \--- R---- W \ B i \\ g L ACTAIE INACTIVE ACTNE ,t � ,fie Zµ�gQ SURFACE�,AIPIPIIID @ SURFACE APPLIED 4 m ,•/•/'�+/ j w FALSE MU28 19/18 a FALSE MUNTINS OR 2615/16 28 15/16° • $ DECORATIVE GRILL O.L. OPG. DECORATIVE GRILL D.L.OPG. O.L.OPG. 13 r—....._......� MAY BE USED MAY BE USED NOTE: 37°MAX. 3�MA% EGRESS REQUIREMENTS TO BE REVIEWED LEAF tlBD7H LLFAF ynD7H 8Y BUILDING OFFICIAL. (X) (XX) 0 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF O SINGLE DOORS (X) DOUBLE (XX) NOTE: m?� DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE FRAME LEAF FRAME FRAME LEAF i FRAME BASED ON ASTM E1300-04 (3 SEC. GUSTS) Exr.(+) wT.(-) EV.(+) INr.(-) AND FLORIDA BUILDING COMMISSION M mprH WIDTH HEIGHT WIDTH WIDTH HEICHr DECLARATORY STATEMENT DCA05-DEC-219 0 0 39-3/4" 37" 98" 70.0 75.0 9.0 •• ••• • • ••• • • 78" 37" 88° 70.0 75.0 m $ •• ••• •• • • • •• GLASS D.L.O. DIMS. v "i D.L.O. HEIGHT = FRAME HEIGHT - 11.125° Engr.JAVAD AKNIAD � D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" FLA.PN CIVIL S O.L.O. WIs1}I•(XX•1j*RS) jlR M@*2TH - 221 5 Jto 3A9 • • • • • • • • $ 1S $ • •• • • • • • • drawing no. ••• • •• • ••• • JUN 3 82012 W12-08 sheet 2-of 9) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP 148" SIDELITES WOH SINGLE OR DOUBLE LEAF DOORS FRAME VADTH (SEE NOTE BELOW) HEAD&SILL ANCHORS SIDELITE SIDEUTE !a WITHOUT 00RCI WlTR AT STILE ENDS Z FRAME FRAME RER4FORCING REINFORCING CLUSTER OF (4)AT J'O.C. O 31 WIDTH HEIGHT 12' 4)ANCHORS INCHES INCHES Off.(+) INT.(-) EXT.(+) INT.(-) AT HEAO/SILL 12" P 24 70.0 75.0 70.0 79.0 5'MAX, EAD Q 30 70.0 75.0 70.0 79.0 HEAD/SILL 38 82 70.0 79.0 70.0 75.0 CORNERS r F `� --^ A _ SILL c� J7 70.0 79.0 70.0 75.0 e�r LL 42 61.7 66.1 61.7 68.1 24 70.0 79.0 70.0 75.0 u ii / \ 33070.0 ^79.0 70.0 75.0 d � II II I I q 38 es 70.0 7s.0 70.0 78.0 37 70.0 79.0 70.0 79.0 ---J1---- --_ll_ _ --- r---- 42 81.7 88.1 81J 88,1 �Z 2a 92 70.0 79.0 70.0 75.0 30 69.6 69.8 70.0 7s.o u 38 84.1 64.1 70.0 79.0 37 63.3 63.3 70.0 75.0 24 83.3 83.3 70.0 75.0 30 98 97.8 97.8 70.0 38 53.1 93.1 70.0 =---ter--- \----n--- 37 92.4 92.4 70.0 79.0 II \ II gyy Sry .•. REINFORCING / AS REQD. =_fit-=== __ ___- I / W SEE CHART II I\ 1 L K/OPTION ii SHEET ^ a 910 G B Oa I \ / Z_�� 4 INACTIVE I ACTNE g 3 Z SURFACE APPLIED m 7E d SID LITE WIpTH DOpR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/18' DECORATIVE GRILL MAY BE USED D.L OP6. D.L OPC. 37" NOTE: SIDEUTE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES 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 �a WILL APPLY TO ENTIRE SYSTEM. (OXXO) t GLOSS D.L.Q. DIMS, •• ••• • • • • • •• D.L.D. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.00Q' • • • • • • • • o D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438" • •• • • • • • •• ••• •• • • • •• Q Engn JAVAD AHMAD .0 CIVIL 3 • ••• • ••• • • FLA PC 8 70597. s 'i • • • CAN.3938 • • i i •• i • NOTE: S • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE 0 ••• • •• • ••• • BASED ON ASTM (3 SEC. AND FLORIDA BUILDINOG COMMISSION GUSTS) jVN 2 a 2012 tlrawmq no. DECLARATORY STATEMENT DCA05-DEC-219 Wl 2-08 sheet 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16"MIN. TYPICAL ANCHORS 28Y W�BUCK EDGE DIST. iBY OR �� w THROW BOLT EDGE DIST. SEE ELEVATIONS WOOG BUCK METAL PENETRATION I`i WOOD STRUCTURE W FOR SPACING e; SEE NOTE SHEET 1 EDGE D EDGE DIST. STRUCTURE I I I O J 25 I I s � i g & o Ojai O33 p�1 A i i 28 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS cy W SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS G4 Q FOR SPACING FOR SPACING FOR SPACING P 7 ------------- (MIAMI-OADE COUNTY APPROVED( I�CLIPPED MULLION I !SEE SEPARATE N A I I F it li O GLAZING OPTIONS v j SEE SHEET 1 7S=TEYPIIC�L��CHORS TIONS FOR SPACING13 t0 0 'c0 M tai pM a J a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS E MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z$� iS AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 z W 01Q" W rn� TYPICAL ANCHORS: SEE ELEv. FOR SPACING a 1/4' DIA ULTRACON BY 'ELCO (F-177 KSI,Fy-185 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES / 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY `0 / 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY Olre O c 7A 7 DIRECTLY INTO CONIC. OR MASONRY %WOWDm e►nfeACattel ' r� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O i i 474 SMS OR SELF DRILLING c R WC (GRADE 2 CRS) LLL bi B •• ••• • • • cv 26 2 • • • • • • IIgTO•hfl UADE COUNTY APPROVED MULLIONS (MIN. THK. 1/B") H c 5 • • •• • • IMTO•MEiAL STRUCTURES - c 1 •• • • • • SIT . 1•/B" THK. MIN. (Fy = 36 KSI MIN.) c 25 I I •, ••• ••• ••• P�UNU41•A1/6" THK. MIN. (6063-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J Engr:"AD AHMAO c TYPICAL EDGE DISTANCE fU.PECIVIL p705e2 i 000 • 000 INTO OONCREIIE AND MASONRY = 2-1/2" MIN. C.A%3$38 S c I b o a• • • • • NTOOGD .IJ@ • • • • • IST CTU RE t" MIN. � £ • • •• • IGITO I�'jAL�T�ICTURE - 3/4" MIN. EDGE DIST. TYPICAL A CH-1• • • • • • • 1/2'MIN. s+ SEE ELSFAG�,EE ONS• •• • n drawing no. THROW BOLT— FOR CONC1lL�'L•AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. JUN 2 8 292 0 PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. W1 Z—OS (sheet 4 of g) 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 1/4"MAX. SH © CONCEALED FLUSH BOLTS D 1/4°MAX. N 3 LEVERS AT STILE FACE O SHIM Z BY 0 k g TYPICAL ANCHORS <WODD B P(5 ¢1 E ELEV FOR A Q (t a ACTIVE LEAF 29 19 f� a TYPICAL ANCHORS fff�44i 4 SEE ELEV. FOR SPACING d! S EXTERIOR 2 19 9 D.L.O. L� L�� STRUCTURE LEAF WIDTH ._ SINGLE DOOR FRAME MOTHSEE SEE 7OPTION Vl 1 J4'MAX. W LOCI(OPTIONS SH1M W 1/4'MAX. -SEE SHEET 7 SHIM . CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS O M TYPICAL ANCHORS 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE OR Z 28Y WOOD SEE ELEV:" WT $ 16 WOOD STRU UBE FOR SPACING INACTIVE LEAF ACTIVE LEAF NOTE EET 1 0 Z a 28 13 28 _ W O) La 24 8 Ci$g 23 Oaa 23 TYPICAL ANCHORS Ic Sg 19 9 D.LO. 11 10 D.LO. ELEV, FOR g LEAF MOTHEXTERIOR d •• ••• • • • • • go* • LEAF WIDTH 0 v ry • •• • • • • ••• • 4 D UBLE DOOR FRAME W1DTH c •• ••• •• • • • •• •fib/ r.JAVAD AHMAD v CML • ••• • ••• • F c w#7eM2 • • • • • • .0. • • 8 • • • • • • •• • • ••• •• • •• • • • •• ••• • • • • • 4 drowlnq no. ••• • • ••• • D0012DETAILS W12-08 ��TJUN 2 8 2 12 sheet s or s ... . • . . ... . . . . . • . . . . • . . •. •. . • . .. .. ... • . . .•. • • a TYPICAL ANCHCRS �u W SEE ELEVATIONS EDGE IST.- FOR SPACING Q 3 22 2 VVV a� LL � 0 N N GLAZING OPTIONSg SEE SHEET 1 REINFORCING O 812 SMS O t8 AS READ. Ci 1/4'MAX, .. H AT 8"FROM ENDS � SEE SHEET 3 S7{IM , AND 11"O.C.MAX in Y w W 161B IF- 2�$26 13 Q p .J. � I 24 � W O)S• k' I I O •t0 II TYPICAL ANCHORS Lo L_ FOR SEE PACNG .�" 9 23 c 14 1577 2S p < D.L.O. t9 6 D.LO. J@8 aA EXTERIOR I� - env_moTM -- SDEUTE W9DTH DOOR FRAME WIDTH H •• ••• • • • • • • C a7 TI • • •• • • • • • UNIT FRAME WIDTH a • •• • • • • ••• • �� % • ••• •• • • • •• � n (( 1 G n �/ \ 'Z EnQr:JAVAp AHM4D dvu g • FEA.PEN 78 i ••• • ••• • • r�� CAN. J8 • lh a ° • •• • • • • • • drpwing no. EDGE DIST. TYPICAL ANCHORS (*N A 8 201 —SEE ELEVATIONS W1 Z—O8 FOR SPACING SIDELITE DETAILS sheet 6 of g ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t� ITEM d PART READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARE8 �v UW 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 � 0 2 E602 - FRAME COVER 6063-T6 - N 3 E603 - DOOR FRAME JAMB 6083-TB - Z j 4 15804 - SIDELITE TOP&BOTTOM FRAME 6063-T6 - zd 4A 15626 - SIDELDE 9"BOTTOM FRAME 6063-46 5 E605 - SIDEUTE FRAME JAMB 6063-T6 6 E606 - SIDEUTE SUP ON JAMB 6063-1`6 7 E607 - LEAF TOP&BOTTOM RAIL 6063-T6 7A E825 - LEAF 9'BOTTOM RAIL 6063-T6 - t 6 E808 - LEAF W STRIP ADAPTER 6063-76 - (� 9 E608 - LEAF HINGE STILE 6063-T6 - 10 15610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-1`6 - C 12 E812 - LEAF ALIGNMENT BRACKET 6053-T8 - 13 lis13 LEAF CLAMP 6083-T6_ 4-1/4-LONG 13AE613 - HINGE BACK-UP PLATE 6083-T6 12"LONG_ 14 E614 - GLAZING BEAD(5/16^IAM.GLASS) 8063-TB - 144 E109 - GLAZING BEAD(7/16"LAM.GLASS) 6083-T8 15 E615 - GLAZING BEAD(INSUL GLASS) 6063-T6 - V 16 E616 - SNAP COVER 6083-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDEUTE MULLION REINFORCING 6063-T6 - 19 FD-107 3/LEAF BUTT HINGES ALUMINUM SUUJVAN&ASSOC. 20 F91202 - FLUSH BOLT LEVER - SULLIVAN &ASSOC. LOCKS: 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN &ASSOC. W 0 OPTION 81: 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - I- ACTIVE ACTIVE LEAF: 23 ®12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS to 4 POINT LOCK ASSEMBLY OL01-6007 BY'INTERLOCK USA INC.' 24 - - 3/8"ON.THREADED ROD _ _ STEEL - $2 M (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAS Z$ 1/2"DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL 26 E20818-KN-3020 - BULB WSTRIPPINO SANTORRENE EPDM Z y^ THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 27 E206 - IGLAZING BEAD BULB SANTOPRENE ULTRAFAB O 1 LOCK LOCATED AT 42-1/2'FROM BOTTOM 28 - - CLASS SPACER SILICONE FRANK LOWRUBBER CO. LU L INACTIVE LEAF 29 E822 FLUSH BOLT CUP NYLON - 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DL.OIRC - BLACK BOLT SUPPORT BLOCK 1POLYETHYLENE I INTERLOCK 1/2"DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DL01W8 - WHITE BOLT SUPPORT BLOCK JPOLYETHYME I ACME PLASTIC AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8°CONNECTING RODS 33 #10 X 3/4° 2/ADAPTER FH SELF DRILLING SCREWS - - LOCK LOCATED AT 42-1/2'FROM BOTTOM 34 - 2/LTTE SETTING BLOCK, 1/4"X 1/2"X 4"LONG EPDM AT 6°FROM EACH END,DUROMETER 65t5 35 - 2/UTE SETTING BLOCK, 1/4"X 3/4°X 4"LONG EPDM AT 6'FROM EACH END, DUROMETER 6538 MION 82: 0 ACTIVE LEAF: u CONVENTIONAL DOOR LOCKSET WITH HANDLE r DELTA 890 BY'KWIKSET'LOCATED AT 39-1/4" FROM BOTTOM SEAUNTS; H KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4"FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSCI •• 000 • • • • • •• SCHNEE MOREHEAD JM5504 SEALANT. 0 1/2° X 2'THROW BOLTS ENGAGING FRAME AT HEAD AND SILL ! •• • • • • • MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE GES • • • • ••• • �� LOCATED AT 10-5/8"FROM TOP AND BOTTOM • • ° LOCK FASTENED TO STILE WITH (2) 98-32 X 1/2°FH MS •J-1/7:Y•J-5/�=(.1%'%K:E.ZUI�Q.RLUM HINGE sawlro6111a�d4Ao Q INAC1'NF LCec• PART#F'D-107 BY SULLIVAN&ASSOC. v _ 3 HINGES PER LEAF V Engr.JAVA HMAD e CONCEALED FLUSH BOLTS BY GING R &ASSOC.' BOTTOM HINGE AT 10-1/4°FROM BOTTOM 11 FW PE 7M2 0 «moi 1/2'X 2° THROW BOLTS ENGAGING FRAME AT • TQ� J('�CE AT 1L-3/4" TOP g HEAD AND SILL • CENR HINGE•pT�ID5})A1V38°0.� 18X.)••• )�E__ 4N C.A.N.3638 MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE • HINQFS FASTEWD DOTH W X 1°FT*SMS • • '�• ,� '}3 OF LEAF STILE LOCATED AT 10-5/8"FROM TOP AND BOTTOM • (5)GCREWR AT ONCE•TILE • •• • • 0 LOCK FASTENED TO STILE KITH (2)g8-32 X 1/2"FH MS (6)f&(�EWS AT FRRMEEbAM% • • • 1dlr'a.lwing r 9f 1 NOTE: LOCKS MUST BE ENGAGED DURING •• •• • ••• • 2-08 PERIODS OF HURRICANE WARNING. Sheet 7 Ot Q • • • • • • • • • • • •• •• • • • •• of 3 f 4.000 1.750-moi f 1 ` f�.519 � F�.394 078 I I I .625 .803 .0415 .803 IR-050 .8-i0�3-y�- .045 w -�- ,a 5 .078 IT -� 4 ._._- _� -m1 Q'624.037 7 1.047 1.172 w 4.750 2.082-d cg to GLAZING BEAD t® GLAZING BEAD t5 GLAZING BEAD 5/16-GLASS 7/16°GLASS INSUL GLASS u DOOR FRAME HEAD/SILL Q a 7.507�{ �4.000� -1.507--4 I �u 0 7 LEAF TOP/BOTTOM RAIL 1,625 4.719 ole t - 3.719 .078 �� s d 4.781 ei 1Lj - .078 1.750L i 1.507 L I uj &250 1.500- 7 31 .500-7.531 ,312 U II s 82 LEAF HINGE STILE .062 .. 1.507 -5.344 1.7504.000 a LEAF W'STRIP ADAPTER ,. O r�i SIDELITE TOP & BOTTOM FRAME -.o9a Oo", zoa1 ,.750 7 312 aa2 )), sz u� .078 F.329 ft� 078 7a 9" BOTTOM RAIL t2 .564 U:Jw` 7.872 1D LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 750 o 287 2 FRAME COVER 5•344 ' ➢ .078 p-.375 ,.7so x081 1zs .05 01,1,9-7 1.507 T1.574 - .125 3.781 0 J 3.719 .078 .154 i It 4.000� t3 LEAF CLAMP to SNAP COVER LEAF ASTRAGAL STILE 9000 HINGE BACK-UP PLATE N -1,500� r1.50Q • • • • • • '"�1.250 -- - # •• • • • 1 •719 SIDELITE MULLION REINFORCING 0 ,625 • •+• • • • •• •• F 78 Engr.,!AVID IYINAD n 4.000 4.000 FLA.PE y®�70592 S n • ••I• • • • 5 4.188 CAN.5,9}6 d .078 2.097 • • • • • • OX • •• 1 7 •• • • • • 078 J drawing no. •••• •• •( �-0000 � JUN 9 2012 W 12-08 (3) DOOR FRAME JAMB (s) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (e) SIDELITE SLIP ON JAMB sheet8 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2z 22 V $ 22 �� N P Q O U DOOR FRAME CORNER SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER A aM a Z :to t2 I-1 l ` f o o in n tii2i \ yi • • • • • • • 0 •• •• •• • • • •• _a &Vr.JAYAP AN re CIVL FLA,PE®.70382 •• •• • ••• • • C.A.N."MM • • • • • • • • •• • • •• • • •• • • • •• • • • • • • drowinq no. .LEAF CORNER ••• •• • ••• � 19�2012 W12-08 sheet g of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •