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WS-14-2284 e y Miami Shores Village 1l� - Ill Building Department ocT 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 py FBC 20 BUILDING Master Permit No. lS PERMIT APPLICATION Sub Permit No. E21�UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSI',ON F-1 RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C City: Miami Shores County: Miami Dade Zip: 3 3 Folio/Parcel#: t'' Z 0Co a Q/7- b 3 Sy Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: `Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder : /`ly/Z� 0�/�y,Ziz P-L�/D�t� Phon #: Address: //[?3 �(Ll ,U /3z VO( I City: /g9l l State: F40 re-, W4 Zip: 1 Tenant/Lessee Name: ll Phone#: Email: 2 e/zL u�PJ O R y�Z GD '6'aes 'vol- CONTRACTOR:Company Name: �21✓/&Aeq, &,O v T7W-r14rZA�'yDPhone#: 7 7 V 73 Address: 0 0 Q 1 N tO //Z- �'�Z City: l A�-�q 2��N State r - Zip: 3 D 1 r� Qualifier Name: �r�4-t� �y( Aj 1,o—mo Phone#: �� `![ 7",73 0 State Certification or Registration#: (y �a /cr/f? Z Certificate of Competency# DESIGNER:Architect/Engineer: L r12q-(ZD 6 0�c Y:12 Phone#: 3Oljl 6100 Address: /q-3,f SC ) O7 L}-v-Q� City: /��+�1 State: fif Zip: 3 3'-W- Value of Work for this Permit:$ Q • 06 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: e FJ� / 7 Gt�i as ®rte g fit✓l fm ,4 Specify color of color thru tile: Submittal Fee$a -�� Permit Fee$ � Lo CCF$ .03 2 O/CC$ Scanning Fee$ !21 Radon Fee$ x4 DBPR$ J Notary$ n� Technology Fee$ 12, - 00 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond,$ - TOTAL FEE NOW UE$ �i� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ✓ Signature OWNER�6f NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by / day ofC p 20 by �QS��vN�D2 Z ,�IJLN2� who is personally known to 1&Z414f g �U/U'+22f,'who is personally known-to me or who has produced °4110&37,- as me or who has produced as identification and who did take an oath. identification and who did take anioath. NOTARY PUBLIC: NOTARY PUBLIC: 7 Sign 12�G'2J�e� Sign: Print l-: IPA H Q Gi5 L-6�1 Print: l Ir /�'w 4 X- Ga Seal: ; ,,, NEREYDAMARCELO Seal ,rn1' NE EYDAMARCpO my COMMISSION#FF 085468 a+; +: MY COMMISSION#FF 085468 •= EXPIRES:October 25,2015 EXPIRESOctober 25, VIMBonded Ttuu Notary Public Undemfters Bonded�y4e Bonded Thru Notary Public Undenx@ers +eat*s�**+x*+e+x *��+x•asae+ka�*s�**+r *�** wtta<*x��*�ess��r�a�**s�xa�*�*�wa��s*��s+N�e��rsa��x� x�*�x� �*• *x�as***�* APPROVED BY V�//-y Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) e 1 C a AL�FAROOQ CORPORATION r. CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10, FBC 2010 EDITION (Based on data supplied by client) 1. Client . QUINTERO GENERAL CONTRACTOR CORP 2. Project Name CHURCH OF RESURRECTION AFC vi ® ` 3. Project Address : 456 NE 100 ST lj.. MIAMI SHORES FL 33161 61 CITY STATE ZIP 4. County MIAMI DADE 5. Building Height 12 FT. :006:9 6. Building Dimensions : Length 55 FT. Width 40 FT. •••:09 • 0.000. 0000.. ❑ Flat ® Sloe See Figure 1 below :"": 7. Building Roof Slope P ( � ) 0000.. 0000 . 0000. 0000.. 0000 . . 0000. 8. Risk Category ❑ I ® II ❑ III &IV ••�••• '..' : 0 0*0:0 0000.. • • 0 • . Riskcategory 'I'applies for non essential buildings. e.g. storage facilities etc. . 0000.. 0000.. Risk category 'IT applies for all commercial and residential buildings. e.g. hotne -, aplpt., offaae%stc. :'•••; Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police statiohS'fire stations etc. 9. Attach floor plan with shutter/window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) v �n Client Representative Figure 1: COCT 0 g Sloped roof JAVAD AHMAD,P.E. Flat roof FL#70592/EB C.A.N.#3538 1235 SW 87th Avenue I Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfaroocit@afceng.com QUINTERO GENERAL CHURCH OF RESURRECTION Wind Speed(mph) 175 Mean Roof Height[h](ft) 12.00 r CONTRACTOR,GROUP 456 NE 100 STREET Importance Factor 1.00 Height Above Grid.Level[z](ft) 12.00 MIAMI SHORES,FL 33161 Exposure Category D Horizontal Dimen.of Bldg. (ft) 40.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1,03 Coefficient Kd 0.85 Velocity Pressure Evaluated C z[qz](Ib/ftA2) 68.64 Velocity Pressure Evaluated Pah[qh](Ib/f A2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ftA2) Mark Comp Type W(in) H(in) S(in) A ftA2 Z4+ Z5+ Z4- Z5- Pos Ne - Z5+ Z5- In Zone 2,3,4,5,6,9,10,12,13,14,15,18 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 48.6 -52.7 48.6 -65.1 Z4 1,7,8,11,16,17,19 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 45.61i - 2.7 .6 - 5.1 Z5 n - 1 Miami Shores Village OCT - APPROVED BY DATE X014 ZONING DEPT r" BLDG DEPT I V.L • `•i i `,f 1f 1,1FCT TO COMPLIANCE WITH ALL FEDERAL • •• • • • • ••• • •• ••! ••: `•` ` ' ' S1ATF:AND COUNTY RULES AND REGULATIONS ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FARQ99 CQ PO Tld ,'123"JV.'87th AVE,MIAMI FL.33174. TEL:305-2648100 • •• • •• • • •• Engineers Seal Engineers Name And Signature Design Date Design Reference Number •.. • • • .•• . • •, iDY!/2(1014 3:58:45 PM ... . . . ... . t 1 s 1 t -. �.. SERIES"FCO GUARD 204"ALUM IJORIZONTAL ROLLING WINDOW NQA 140317.01{#1,3,5,7,9,11,14-1' . "FCO.GUARD 300"ALUM FIXED WINDOW NOA 14-0317.03(#2,6,8,19) "SERMS 60V ALUM OUTSWING DOOR NOA 1.2.0402.113(#4) - I "FCO GUARD 100"ALUM S HUNG WINDOW NOA 14-0317.02(#10,12,18) ` • _ I "SERIES 700"ALUM'SLIDING GLASS DOOR NOA 13-0912.02(#13) i t , QD ••••.. as s }. !., f { J`„i,! --7 �„ iT .9 �2. �•Q�"��Rl�Sti',!1V�,.LS- _.± .��!S� t' t �.t -• __. - •• • • • ••••i• "7 00 AL-F ROOQ C4lfiPO4TION MCLA MER Engineerl":1(:)vers Required ' • 3, _. h�S X .- .._!+ .._f, ;..,. _ ' ? f .. P l!`/ 3�atl t7: - DeNgn LoOds Onl;.•••• .•.•.: tt4 f 4 t Does NotInclydeVerification Of �••••' Product ApoktvaltomplianceVor i Project Specifications. 64 oem — P F t • - NR DE ;FO t'G_LA 46 OMPONENTS DESIGN LOADS s , # MMaRIC#2 3 6 9101213141518 +4$.6 PSF/-52.7 PSF MA 3' etJ �t t �.`�44�-t _ RSC# a,7,3,a 1,16,17,19 ZONE 5.+4$.6 PSF/-65.1 PSF pp i f i z OCT ® 9 2014 MIAMI•DA©E MIAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC 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) Lv)w.miamidade.tov/eeonomv Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCdPE: 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 Minimi-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-Dads 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 applicablebuilding 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"Teo-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 I through 7 of 7,dated 02/24/09,with revision D dated 02/12/14,prepared by Ai- 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,: p:tate, model/series, and following statement: "Miami-Dade County Product Control ApprovgcF; unless of ienvise ••a*e o .. • noted herein. • •••• • RENEWAL of this NOA shall be considered after a renewal application has beef f ilcHind thereTas been no change in the applicable building code negatively affecting the performance of ti5 product. •• :•••• TERMINATION of this NOA will occur after the expiration date or if there has Ibesrra revision or Mange.. • in the materials, use, and/or manufacture of the product or process.Misuse of thi�'KVA:is an IrtQgrsfinent••••• of any product,for sales,advertising or any other purposes shall automatically terVinfift this NCA.Failure•••••• to comply with any section of this NOA shall be cause for termination and removal pmx •• ADVERTISEMENT: The NOA number preceded by the words Miami-D de Cpunty, 1mtQF, and,•••• followed by the expiration date may be displayed in advertising literature. If any+toMon of theoViDA is;••••; displayed,then it shall be done in its entirety. 90:0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the'Building Official. This NOA revises and renews NOA## 13-0206.03 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.01 MIAMI t)ADE COJNTYM Expiration Date: May 27,2019 Approval Date: April 10,2014 �` ' Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum.S.H.Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 241-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. 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 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-08-2226A,dated 01A5/09,signed and sealed by Candida 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 XQX al;minugn ...... horizontal sliding window,prepared by Hurricane Engineering&Testing,IM.,Tgst • ReportNo.HETI-08-22268,dated 01/15/09,signed and seale�ngndido V Font, •••••• P.E. ...... (Submitted under NOA#09-0312.08) '*S••• '•••'• • 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading fRE TAS X94 ..:..' along with marked-up drawings and installation diagram of a x'Aluminuftr •••••• horizontal sliding window,prepared by Hurricane Engineerin WMAing,Inc.,Test •, Report No.HETI-08-2227,dated 01/15/09,signed and sealed;y Cgndido.4£4t, P.E. . . ...... (Submitted under NOA#09-0312.08) ••:. Ma u ez,P E. Product Contrdi Exa 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01/15/09,signed and sealed by Candida F.Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 241-94 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 0.1/15/09,signed and sealed by Candido F.Font, P.E. (Submitted underNOA#09-0312.08) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2229,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 :•••" 00,00. along with marked-up drawings and installation diagram of a XOX alt niinWw••• • horizontal sliding window,prepared by Hurricane Engineering?ic 1:e'sling,InV:Test goes.•••• Report No.HETI-08-2230A,dated 01/15/09,signed and seledid0 F. . nt, � P.E. ...• • . 0000.. • 0000. (Submitted under NOA#09-0312.08) 0,69666 ..:..' 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20�94•• ••• 0 •••••• 2)Cyclic Wind Pressure Loading per FBC, AU 20:94 • •, along with marked-up drawings and installation diagram of a.SOX 4fuminjxP•:• 96000: horizontal sliding window,prepared by Hurricane Engineering•&.Telting,Inq.•est 0••••0 Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido-S.-Font, P.E. (Submitted under NOA#09 0312.08) Ma►ueere P.E. Product Cont I 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 I. 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 D,eNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/130 expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E., Chief,Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window—L.M.T.",approved on 05/02/13 and expiring on 05/27/14. . . . . ...... • s � 00.00• 0000 0.0.00 • 0000 • • • � • • 0.00.0 ••.• • 0000• j000.0• 0000 0000• � 00 •• .• • 0000•• 0000•• . • •. • • •� I 00.00• • • • 0 0 •• • 0000 • • •00• i Manuel Pe z, .E. Product Controlxam' er NOA No.1 - 7.01 j Exp1ration Date: May 27,2019 Approval Date: April 10,2014 E-3 � I 72" 111" �y WINDOW WIDTH WINDOW WIDTH 3 1/2"MAX. 4" m'g 3 1/2'MAX. 4" t0 5/8'MAX. �mC1 z 3Q HEM/Stu HEAO/SIULCORNERS A m CORNERS a ILL O u EMF _lz , I i Cp FALSE MUNUNS 31 1/4" 32 3/4" FALSE MUNTINS 32 3f4" 32 3/4" in m (SURFACE AP PLI (SURFACE APPLIED) MAY 8£ D.L.OPO. D.L OPG. MAy DE�15Ep D.L.OPG. D.L.OPG. R 35 3/8' 36 7/8' W VENT VADTH VENT WIDTH ECO-GUARD SERIES-200 TYPICAL ELEVATION ALUMINUM HORIZONTAL ROLLING WINDON p oM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. 3 Z APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE d THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER O W t m SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING $$ TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. 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'0.GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE JMA " ' GLASS 1/8'HEAT STREN'D.GLASS 5/16'AIR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY S7 HURRICANE ZONE (HVHZ). o€ $t 1/8'HEAT STREN'D.GLASS B o FR .090'INTERLAYER W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER BY'OUPONT' SENTRYGIAS BY'DUPONT' .090"INTERLAYER LOADS TO THE STRUCTURE. qq� SJUC T SiREN'D.GLASS 1/8'HEAT STREN'D.CLASS BUTACITE PVB BY'DUPONT' ANCHORS SHALL 13E AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS $ 0 - 1/8"HEAT STREN'D.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t _ _ _ _ _ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAR.S ARE W CORNWC 898 •SILICONE • 5 ��9• • •• SILFCONE 1VOT PART'-OF TF6S-/PPROVAt. --- - --- - ---- o�S 2000 • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.i s• • • • • • OOIV899MATERIALS INCLUDING BtJT NOT LIMITED TO STE METAL SCREWS,THAT • •• ••: ••• : •• COME INTO CONTACT WftH OTHER WSSIMILAR MA. IALS SHALL MELT THEmREQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. mEgr JAADAHM PRODUCT REVISEDp 7 3 • 23 • �I F CAN"0592 BoOdij;Codo• • • Nof0 • ••0 i • i i • %MIN,-.1 U 207t� �� Of�I • •• ••• AROINAI-•74• • ,� -i i t>fiand ado drawingno. GLASS TYPE 'A' GLASS TYPE 'B' EDGE ST ACLEL GI ASS TYPE 'C' NOTCHGGLAZING 13EADMOCKS AT NL LAM crass �T' 9 TO CLEAR BLOCKS !'II ` W09-12 GLAZING OPTIONS sheet 1 of 7 • • • • • • • • • • • •• •• • • •• • •• •• ••• • 0 •• • • DESIGN LOAD CAPACITY-PSF(X0,OX OR XX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) �v N W/0 RBINF. WTfR REINF. W/O REINF. WTTR REINF. w/o RED1P. I WITH REINF. 1 CLAN TYPE CLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLA88 TYPE GL7S4 TYPE Cum TYPE CLASS TYPE $' WINDOW DIMS. A '8' C. WINDOW DIMS. A 'A' 's' C' WINDOW DIMS. A 'A' '9' 'C' Z 3 Y80TH HOC1R EXT.(+) MT.(-) EXT.(+) 91T.(-) DIT.(+) INT.(-) WI07H HQGHr EXL(+) MT.(-) EXT.(+) INT.(-) EXT.(+) MT.(-) WIDTH HQCHT EXr.(+) INT.{-) EXT.(+) 04T.(-) EXT.(+) MT.(-) y0� 26-i/2• 4 70.0 80.0 80.0 90.0 70.0 804 74' 9 70.0 80.0 80.0 90.0 70.0 80.0 74• 9 70.0 80.0 80.0 90.0 70.0 80.0 r In 37• 26' 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4' �3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4` 12 70.0 80.0 8a0 90.0 70.0 80.0 as o 83-1/8' (3) 8 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 804 80.0 90.0 70.0 80.0 rJ 74' 8 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' 9 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2' 4 70.0 80.0 80.0 80.0 70.0 80.0 108-1/4• (3) 12 70.0 80.0 80.0 80.0 70.0 80.0 108-1/4' (3) 12 - - 80.0 90.0 70.0 80.0 Q Y 37' 38-3/8' 4 70.0 80.0 80.0 90.0 70.0 80.0 11i• 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 - - 80.0 90.0 70.0 80.0 (� t; b3-1/8• (3) 6 70.0 80A 80.0 90.0 70.0 80.0 74• 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 80-8/8• 01y1 P1 80-8/8' 9 70.0 804 80.0 90.0 70.0 80.0 day i Q 74' 8 70.0 80.0 80.0 90.0 70.0 80.0 706-1/4' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 (4) V T<.p 26-1/2• 4 70.0 80.0 80.0 90.0 70.0 80.0 111' 12 70.0 804 50.0 90.0 70.0 80.0 74• 83' 18 g 9 70.0 70A 80.0 804 70.0 80.0 37" So-s/s' _a 70.0 80.0 80.0 90.0 70.0 eoo 74• s 70.0 704 Boo 90A 70.0 80.0 (5) � 3 83-1/8• (4) 8 70.0 80.0 80.0 90.0 70.0 80.0 106-1/a• �• 12 70.0 70.0 80.0 82.6 70.0 80.0 M• 9 70.0 80.0 80.0 90.0 70.0 80.0 ails 74° 8 70.0 80.0 80.0 90.0 70.0 80.0 111• (5} 12 70.0 70.0 80.0 80.4 70.0 80.0 84' 24• 8 70.0 80.0 80.0 904 70.0 80.0 a a Ai l 26-1/2' _ 4 70.0 BOA 74.0 90.0 70.0 80.0 72° 9 70.0 80.0 80.0 90.0 70.0 8" 96• (2) 12 70.0 80.0 80.0 90.0 70.0 80.0 ::viii F 37• 4 68.9 774 80.0 90A 70.0 80.0 84• 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 Q 83-1/8° (5) 6 70.0 70.0 80.0 90.0 70.0 80.0 96° (2) 12 70.0 80.0 90.0 90.0 70.0 80.0 7z• 9 70.0 60.0 60.0 90.0 70.0 80.0 o 74" 8 70.0 70.0 80.0 Bao 70.0 80.0 105' 12 70.0 80.0 80.0- 80.0 70.0 80.0 84' 36' 9 70.0 80.0 80.0 9" 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 72• 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 704 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 84' 36' 9 70.0 80.0 80.0 90.0 70.0 in Li 80.0 108° - - 80.0 90.0 70.0 80A UI 48" �2) 6 70.0 BOA 80.0 9a0 70.0 80.0 88' (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 M' 9 70.0 80.0 80.0 90A 70.0 604 60' 8 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 84' (4) 9 70.0 70.0 80.0 90A 70.0 BOA 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 72" B 70.0 80.0 80.0 90.0 70.0 80.0 98' 12 70.0 70.0 80.0 90.0 70A 80.0 $ }w 24• 4 70.0 80.0 60.0 90.0 70.0_ 80.0 Be Or 9 70.0 80.0 80.0 90.0 70.0 80.0 M• 60' 9 70.0 70.0 80.0 80.0 70.0 80.0 U) 36' 4 70.0 BOA 80.0 90.0 70.0 80.0 98' {4) 12 70.0 80.0 80.0 90.0 70.0 80.0 {8) „y(a" 48` () 8 Tao 80.0 80.0 90.0 704 80.0 708" 12 _7O_.0_1_80.0 804 90.0 70.0 8D4 A= NO. OF ANCHORS PER HEAD & SILL C3 o 80' 6 70.0 80.0 80.0 90.0 70.0 80.0 72° 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) - NO. OF ANCHORS PER JAMB Z$ M' 8 70.0 80.0 80.0 90.0 70.0 80.0 84• 80• 9 70.0 70.0 80.0 90.0 70.0 80.0 24• 4 70.0 80.0 80.0 90.0 70.0 80.0 9s' (5) 12 70.0 70.0 804 90.0 704 80.0 a 36• 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 70.0 80.0 S5�2 _ 48' �• 8 70A 80.0 80.0 90.0 70.0 80.0 iS IJ1 rn 7 (4) -- A = NO. OF ANCHORS PER HERO& SILL (1/4W) (1/2W) (1/410 60` 6 70.0 80.0 80.0 -90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB --� M' 8 70.0 80.0 80.0 90.0 1 70.0 1 80.0 �s 24' 4 70.0 80.0 80.0 90.0 70.0L8M0.038• 4 70.0 80.0 80.0 90.0 70.049• (5) 6 70.0 70.0 80.0 90.0 70.0 0/1% ' (1/3w) 0/3W)60' 8 70.0 70.0 80.0 90.0 70.0 0OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH EP72' 8 70.0 70.0 80.0 87. 770.0 B A= NO. OF ANCHORS PER HEAD &SILL 'XOX, 8j1 ( ) = N0. OF ANCHORS PER JAMB • +� _ _ _ _ .. •• VENTS TO BE t/3 OF THE WINOW WIDTH - -- -- - - --NATE: - GLASS CAPACITIES ON THIS SHEET ARE • • ••• • • • • • 'XOX, BASED ON ASTM E1300-09 (3 SEC. GUSTS) $'S • •• • • • • ••• • oa muo • • • • • • • • • AND FLORIDA BUILDING COMMISSION � •• ••• •• • • • •• DECLARATORY STATEMENT DCA05-DEC-219 Engr:JAS AF1VA0 PRODUCT REVISED 7 . t'1B with 91e Flaalde 1 3 • •• O N 35382 Onildwg Cafe "• '� 1 LEFT AND RIGHT VENTS TO BE OF EQUAL GLAS:DLO ' R • • • /�Caepim cj% -0 ••• • • • • ALL 1X1tRIOQ(+) LOADS SHOWN ON THIS SHEET ARE fmionDate �tf o 'XO OR OX' • • • • •• • FOR• AVOWS WITH ADD-ON RISER AT FRAME SILL r F..i O ;) BY a • •• • • • •• i.1.� ;A n4iemi a.-a&- 9 - • • •• • FOR SID. SIV{NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF (((��, drawing no.11 SEE SHEET 4 FOR DETAIL. J W09-12 sheet 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS WOW BUCCKK 1SEE ELEV.FOR SPACING t METAL TYPICAL.ANCHORS . STRUCTURESEE ETf.Y.FOR SPACING '4.q '' •' MIAMI—DADS COUNTY APPROVED 5 a •a. i d° 4°• °•a 4'° ° e. MULLION&MULLION ANCHORS o 7. '°4• ° SEE SEPARATE NOA tO�a� TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING LLss WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE ( a {YEEPHOLES: TYPICAL ANCHORSSEE ELEV.FOR SPACING vj Wl = 3/8' X 2-1/4' WEEPHOLES AT EACH END 1/4" DA TAPCON BY 'RW' (Fu=120 KSI,Fy-92 KSQ AND 37" O.C. MAX. 114" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-165 M) OSEALANT: INTO 28Y WOOD BUCKS OR WOOD STRUCTURES w x o ai v 1-1/2" MIN. PENETRATION INTO WOOD = ALL JOINTS AND FRAME CONNECTIONS SEALED WITH m M .J JOINT SEALER. THRU 10Y BUCKS INTO CONC. OR MASONRY O oM m 1-1/4" MSN. EMBED INTO GONG. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 3 Z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O a 0 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $ W w u INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 N74 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 14 15 78 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) o (NO SHIM SPACE) g I g TYPICAL EDGE DISTANCE 12 till_ INTO CONCRETE ANO MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. © • • •3 • • • • • �� j°� INTO METAL STRUCTURE = 3/4" MIN. g c$?^o$ •• • • ••• • a j °d a 3 CONCRETE AT HEAD, SILL OR JAMBS fo-3000 PSI MIN. amu o • 000• • • • • • • • G ` C-90 HOLLOW/RLLED BLOCK AT AQ8S fm - 2000 PSI MIN. Engr.JAYAD HMAD PRODUCTRravism 4A CIVIL av complying with The plodda g FL4 PC//70592 .• ° t .• •.°°�.••a. ` • •• CAM'J SWldiag r •. Accaptmtca No A. •'*• •o• • • •+' • .•• • > .` `t Rx'nriion Draa Elf • .R.s• • v v / b a•.. j .a 'RPiCAl.M11CHOR5 • •• 't' v•• TYPICAL ANCHORS l 1i Mtomi ProdmdConlyd drowio ' SIE ELEW. •• • • day SEE ELEV. t•�.,1, �,t.il6'E FOR SPACING t4oCD BUCK FOR SPACINGW09—1 2 wl sheet 3-off) Or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4•MAX SHIMS N 1/4'IO O O TYPICAL ANCHORS SHIM Id C B D E 5 FOR SPA.CINGO 21 TYPICAL.ANCHORS 177 Q IV.v y - SEE ELe.. CQQ} 8 FOR SPACING 25 METAL STRUCTURE - -----SCREEN oPr. ---- 0 27 %'ii'ii •, = ob �til Q B ' 17 1DY �' 4 STEEL REWFORCMIG „ 12 z WOOD BUCKS Ur 2i AS REOD. SEE SHEET 2 FOR CAPACITY Q VANDOW WIDTH ' XO LAYOUT TYPICAL ANCHORS U S� SEE ELEV.FOR SPACING J N 1/4'MO. VENT MTH VENT WIDTH SHIMS SHIM D.L.OPG. D.L.OIC. R © B O 7 TYPICAL ANCHORS 1Fy'J 2 SEE EUW (n W FOR SPACING 17 d. Moo m U OM 0 -- - - --- - - Z_3 2 11 3 Z Wood --_= O a o R SCREEN OPT -- _ SCREEN OP. U W WOOD STRUCTUR 20 7 Tiini�J �� W rn7 a O ley 4 9 it 1 17STEEL REINFORCING P WOOD BUCKS D.L.OPO. AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY e WINDOW WIDTH SI 4 g XOXX LAYOUT 4 A 2 mgill MWII-DADE COUNTY APPROVED MUWONTYPICAL ANCHORS SEE SEPARATE NOA rsEE ELEV.FOR SPACING • • • • • • • • • -- -- - — m Soofi so 0*0 • --- Engr CAHMPD ARODUCT RBVLSBD FTA.PED 70592 Cst°mplying�dOt Bao @10ridn S • �8 Building t•• •• • J1.N. ME y 3a: eArmi�on�Date • •• • • •• nWtioml produdCcMroY� drOwing no. • • l•1i�'j.I + ��6f1J1 t W09-12 WINDOW WIDTH WIi001Y VADTH j � sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL �4"U STRUCTURE TYPICAL ANCHORS TYPICAL ANCHORS MIAA9—OAOE COUNTY APPROVED SEE a" FOR SPACING SEE ELEV.FOR SPACING MULLION&MULLION ANCHORSg SEE SEPARATE NGA z 26 s e s O a ALL Q G � TYPICAJ.ANCHORS O� SEE ELEV.FOR SPACING g w n Fi 00" m O r' I/e MAX. D 3 Z� SHINS 28 0.d.a O TYPICAL ANCHORS SEE 9".FOR SPACING TYPICAL ANCHORS a c A. SEE ELEV. FOR SPACING s '3 e vc • •• • • • • ••• • , 28 .JAYI •� INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER �AFWAD PRODUCTRHVISEDaa�L� mcomplylmwith the Rod& A.µ' � RBolidin8 Codd _ g k • ••• • ••• Acceptmeo No y . v s n I • • • • • • i tratien Pale 9 o` a �•••' • • • • • • • 1 ° • • • •• • • • • • I B 0 p.. • •• • •• • • •• l,,rj�� Mimnoproduotcmri/ drawing no . W09-12 i! sheei 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p---2.750 1.067 1766, PART S gUANTrrY DESCRIPTION MATERUL NANF./SUPPLIBR/RBMARHB 1 FY201 1 FRAME HEAD 6063-16 .500 .715 3/16' t. 2 FY202 , FRAM SILL 8083-T8 = _ 1.434 3 FY203 I SILL TRACK INSERT 0063-TB - j .813 iV 4 FY205 AS REDO. MOV.FRAME JAMB 6063-T8 1.40-1 82 ��® 5 FY101 AS REDO. FD(ED FRAME JAMB 6063-76 - IL 1.718 3.249 . 6 FY105 1/VENT _ FIXED NTC.RAIL 6063-T6 --_-' U 1T 11 7 FY10S 1/VENT VENT INTERLOCK 6083-T6 8 _ FY206 1/VENT' JAMB STILE 6003-TB - Q VENT TOP/BOTTOM RAIL STEEL REINFORCING 9 FY107 2/VENT TDP AND BOTTOM RAIL 6063-T6 - n 913 10 FY108 AS REDO. GLAZING BEAD(LAM.GLASS) 6083-T6 2.095 518 -y 0-.130 10A MID AS REOD. GLAZING BEAD QNSUL LAM.GLASS) 8063-T6 1.140 1.610 1.250 ,�_ 1 I_� 11 - AS REDO. REINFORCING BAR STEEL - F6. dQyQ .711e .O4S __� .045 903 12 - AS REDO. REDIFORC94G BAR STEEL �- 13 FY204 AS RTEQD. ADO-ON SRL RISER 6063-T6 USE AS REOD. 1 FRAME HEAD 2.246 I I 14 FY208 4/VENT ROLLER HOUSING&GUIDE CELCON - - O 1.140 -^I 1.047 �1 1.047 - J Z A62 15 FY209 2/VENT ROLLER BRASS V7 W 1.1401.610 ,219 10 GLAZING BEADS 16 FY210 2/VENT ROLLER PIN ST.STEEL - 0 17 B8 X 1' AS REDO. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 1.344 _ 18 ®8 x 3' 2/VENT RX.RAIL SILL SCREWS(SRL ENO) CRS P.H.SMS (j o '813 19 W23181 AS REDO. FIN SEAL W'STRIPPING - ULTRAFAB JAMB STILE 20 Q30OT190 AS REOD. BULB SEAL 0-LON SCHLEGEL 1.058 21 E207 AS REOD. BULB SEAL SAWOPRENE ULTRWAS,DURCMEIER 65*5 Cn 2.083 22 E203 AS REDD. GLAZING BEAD BULB SANFOPRENE ULTRAFAB,DUROMETER 6535 3976 .078 2501 F-17 1.250 23 FLB-50 AS REGO. CLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/VENT SWEEP LATCH - SULLNAN&ASSOC. a 25 88 X 1/8' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS tt!!11 a^0 1.140 AB2 1.340 26 WA2l 2/WOW. WEEP VALVE - PREFERRED ENG.PRODUCTS O O M N .500 t/YENT 5/16"BOX SCREEN OPTIONAL a27 FY120 - RUSH FRALIE ADAPTER 8083-T6 OPTIONAL ZL1•� - 2/LITE SETTING BLOCK EPDM DUROMEfER 7SfS SHORE A Z [ I 2.750 `}y O7 MEETING RAIL U W Q2 FRAME SILL W m 2.188 O 1.314 250 eg .340 .312 1.422 082 1.202 8 S a A62 " 1.375 � m O SILL TRACK • © FIXED MTG. RAIL • • • • • • • • F5 .062.062 • • • • • ••• • ,0152 • • • • • • . • o L7LDDUCT RBVISBD ,n 2.780 2812 2912 7.750 2.888 Eayr. C0.. a FLA.PE 70592 cmnPtYing x4W the Plodda `o • •.• • ••• // Duildln }. • • .002• •• CAN.363t1 8 Cede ` 4"N�ice118 L°non DNatee o1� < 5 •• • • • if • 789 �II1 .874 • • •• • • • 4,IY� i :v\4:/a/.1`i BY .969 b--1.8 1.688 • • 2.Bit • • ,f' `fA' Miami 9A dramtng no. II{ wos-�2 ® MOV. FRAME JAMB FIXED FRAME JAMB 2e FLUSH FRAME ADAPTER L sheet 8 of 7 • • • • • • or • • • • • • ••• • • • • • • • • • • • • • 0 •• •• 0 0 • •• •• (� U O1 0 to t �gir� 0 U �I FRAME TOP CORNER NT TOP/BOTTOM CORNERS t-as Nn O O_M 6{ Z yj 0 IN Oil I 9 1 O It - - - - --�� f-0-0- - - - • • • • • • • • m Esse • • • • • ••• • X60 •• ••• •• • • • •• Engr..7AVAO ai4F0 PRODUCTRHvw9D CM. wcanPlyingwishdmFlortda • 0:9 • 0:0 • ••SME•-- BOTTOM CORNER � Asa Building Coda 18 • • •• • • • i ! Mi nde Praducl Conhpt' drawing no. / t WO9-12 FIXED MM RAIL CORNER sheaf 7 of 7 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • MIAM!•DADE IIIAi1iI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SAV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-25" NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM). 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 AHS 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.1.)",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.,bearing the Miami-Dade County Product Control Renewal 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 themanufacturer's name,or Jogo, city, state, "•••;• model/series, and following statement: "Miami-Dade County Product Control Approved'! uMess o$9 A&e •. noted herein. **a:** •••• ••.e•• RENEWAL of this NOA shall be considered after a renewal application has been filed.and there has bt:en • no change in the applicable building code negatively affecting the performance of this product e %•••�� ••••• TERMINATION of this NOA will occur after the expiration date or if there has been a ueviaion ot+*M;4e in the materials, use, and/or manufacture of the product or process.Misuse of this NO ►, endorse tent .• of any product,for sales,advertising or any other purposes shall automatically terminate ttlis:lOA.Failure ....%. to comply with any section of this NOA shall be cause for termination and removal of NADA, e %•••'• • ADVERTISEMENT: The NOA number preceded by the words Miami-DIde C0dMty,6Florida;•arid followed by the expiration date may be displayed in advertising literature. If any portion of the'9(31 is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be.provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the�Building Oficial. This NOA renews NOA#13-0206.05 and consists of this page 1 and evidence pa es E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.140317.03 t% + N Expiration Date: June 17'2019 Approval Date: April 10,2014 Page 1 Eco Window Systeins,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 NOA#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 971/4"wide x 96 1/8" high Eco-Guard series 300 aluminum doubib fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A,dated 01/15/09, signed and sealed by Candida F. Font,P.E. (Submitted underNOA#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 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-219211,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Subinitted under NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC,TAS 202-94 . along with installation diagram of a 48 1/4"wide x 96 3/8"high E(V-guard ser e•s'Sd0 ••••;• aluminum circular arch top fixed window,prepared by Hurricane Eisgindbringot•••. •. Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09, sif�d nd sealedy Candido F.Font,P.E. (Submitted under NOA#09-0413.08) ::::o ;••••; 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2'01-A..o o' ""• .• •• 2)Cyclic Wind Pressure Loading per FBC,TAS 203:94: 000:00 ••••• along with installation diagram of a 48 1/4 wide x 96 3/8 high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Q%egring& •. loos.. Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09 si&i ed and sealed bY •• Candido F.Font,P.E. (Submitted under NOA#09 0413.08) ••• :*so a•• •' 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"highEco-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 t nd sealed andido F.Font,P.E. (Submitted under NOA#09-0413.08) Manuel l' .E. roduct Controlxa ner NOA No.l - 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 (cowmuED) 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"wide 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 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted uJider NOA#09 0413.08) C. CALCULATIONS i I. 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#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS ••• • 0000.. 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont ffeNeoniours &•Eo.,Inc. •• for their"DuPont Butacite®PVR Interlayer"dated 04/11/13;tWring on•1'2/4 1/16.••••'• 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont Vel'Mours & Co.,Inca•••• for their"DuPont SentryGlas®Interlayer"dated 08/25/11, d4mg on if 14h7. ••••• '000000 .... 0000. F. STATEMENTS 1000000 00 0 0000:0 • 1. Statement letter of conformance, complying with FBC-2010,dile Unuary17,2014, signed and sealed by Javad Ahmad,P.E. •••••• 0000.. 2. Statement letter of conformance,complying with FBC-2010,addoTdo finane.W. :•"': interest,dated January 30,2012, signed and sealed by Javad Ahmad,P.E. •• • (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05,issued to Eco Window Systems,LLC for thea Series"Eco-Guard 300"Aluminum Fixed Window--L.M.I.,approved on 05/02/13 and expiring on 06/17/14. 7/1, PICK::29 ,1 Manuei Perez Product Control Emil r NOA No.14- .03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-2 I.HOB 2.N8- p 452 40NDOW WIDTH �q�l FALSE �Y 1 I.1 13 1 A75 b� WJIMNS 7+Y;t (t+UDFJd2:oAPPUEp) O.L.OPO. O I1.000 1 _3 xett NHlA1Ll p s� } A2 FLUSH FRAME ADAPTER a.750 ii ii 8 F (D FRAME HEAD/SDA/JAMB .75o C n x .1103 ii F5 ASo Q OWING BEAD c � T.wo d It .375 it ii 1 1 h Q ANCHOR COVER 0 S- � 8`MAX. 12'MAX. Ni HrADISILL p Wo,�� 'CO-GUARD SERIES-300 PJ0L ELEVATION � ALUMINUM FIXED WINDOW DESIGN LOAD.RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2, CLASS D.Lo_ QW-1; APPROVAL APPLIES TO SINGLE UNITS OR WE BY SIDE D.L.O. HEIGHT a WINDOW HEIGHT - 3.825" o R COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH n WINDOW WIDTH - 3.625' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. �RODUGTtLFddbT P➢ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL atedo+Plyingwlththdtflet�@y WILL APPLY TO ENTIRE SYSTEM. saw yalbdo _ _ Atccpleaco Ne—L THIS PROD=—W BEEN DESIGNED AND TESTFA TO COMPLY WITH THE •• ••-• • • • �• 04 __ -- ( ms"REQUI REMENTS OF THE FLORIDA BLADOt0 CODE INCLUDING HIGH VELOCITY • • • • • • • • • ra• • •• • • • • •EUIRRIN:ANE ZONE(HNRZ). ••• • NitaMOD BUCXS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • / LOADS TO THE STRUCTURE. •• 000 •• • • • •• ANCHORS SHALL BE AS LISlEO,SPACED AS SHO)YN ON DETAILS.ANCHORS THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT PRODucPROV)SBD a�CT*YInS with OW IqU tda EMBEDMENT TO BASE MATERIAL MALL BF BEYOND WALL DRESSING OR SNCCO, SHUTTERS ARE NOT REWIRED. 38 nwwf aCo& ANCHORING OR LOAOD4O CONOITi0N5 NOT SHOWN IN THESE DETAILS ARE • ••• • ••• • ••• Atteptau� p5a NOT PART OF T}OS APPf�YAL • • . • . • . • i$J A LOAD OURUM INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.••• • • ••• • • • • • oP MATERIALS INCLUDING BUT NOT LIMITED ro STEELL//KETAL SCREWS,Tttgi • •• ••• •• ••• •• �p COME INTO O�ITACT WITH OTHER DtsSBIIAR MATERIALS SHALL MEET THE 1 2019 REOUIREMENIS OF TFiE ROit1OA BUW.CODE SECTION 2003.8.4. fted I Of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPAcrm-PBR DESIGN LARD CApACYfY-PSP 4 H 3/18°ANN.GLASS 31l a HEAT STREWO.CLASS 10NDW Dw. otm TM'o' OLA88 YYPB$' VINDOW DIN& 04198 TYPE 10' OIASe TYPE'D' � N 080•INTERLAYER IODTH (L) W4+) 1NTA-) mo) 1w.(-) 726-1/r EXIj+) 1NT.(-) EAT.(+) INQ-) --- BUTAGTE PV8 BY-DUPONT- �'�,0��BY TUT"T.. 24' 78.0 �.0 BOA 90.0 78.0 60.0 MO 90A O30' 78.0 W.0 60.0 90.0 78.0 80.0 80.0 90103118"ANN.GLASS J/t8'HEAT SIREN'0.GLASS 38' 78.0 0010 OU 9010 75.0 8010 80.0 00.0e SIUME 4x' 38• 7510 W.0 Sao a" 78.0 a0.o 80.0 80.0 a GE SCO 2 N0 899 SILICONE000 � ag8 48' 7610 80.0 8DA 9010 20-1/2' 7810 80.0 840 90.0 GE SCS 2000 54• 7810 80.0 BOA 90.0 37' 3 , 7810 60.0 MO 90.0 80' 7810 SMA BDA Nolo 83-1/8• M0 dA a0A 1 110.0 Q ^ - t43 4 If 8B' 7810 80.0 BOA 9010 74' 7810 eoA 6010 1 90.0 w 5 7' 1 7510 W.0 8010 80.0 28-i/2• 7810 80.0 6010 90.0 ¢ i 0.4• 7510 Solo a" 9010 3r W_5/6. 7810 80.0 "A 00.0 I u 30' 7810 BOA BOA 901071.3 71.3 78.0 eoA 60.0 O a 4 38' 754 a" BOA 9010 74• 71.3 73.1 80.0 91110 Q I 12 42' 48` 1&0 "A Sao WA 20-1/2' 75.0 BOA BOA 00.0 48' 784 a" 80.0 90.0 3r or 7810 80.0 00.0 BOA AT 3-i s X 1/4'sms FROM ENDS A18 T ',142..F SNS 84' 75.0 W.0 80.0 9010 53-1/8• 81.8 n.8 80.0 9010 AND 10-O.C.MA). AT I. FROM ENDS W 7810 60.0 a" 8&0 28-1/x• T8A 80.0 8010 00 GLASS TYPE ' ' AND 10 O.C.MAX. 66• 7510 BOA solo 9010 37' 78' 7510 8010 80.0 90 (j 3 GLASS TYPs 'IY n• 740 76.6 80.0 9" 53-1/9' 87.9 GOA aD.0 SON GLAZING OPTIONS 24' Tao 8010 BOA 9010 301 70.0 a" a" 8010 L11 W 70.0 8010 8010 90.0 w 4r e• 78.0 8010 su 9010 rr 48• 7810 BOA W.0 90.0 84' 668 71.3 OU 9010 W 80.2 64.2 W.0 90.0 L O I WIDTH 88' 80.2 64.2 80.0 90A ,.. w1PlDOY� 1 HaTN.. w_BNDOW 960TH_, n' W.0 8%0 WA a" 24• Tao W.o 80.0 9010 Z 30• 78.0 .80.0 a" SOA $ ✓// r I I I I 7 38• 7510 Bao WA 9010 L l I G 4Y n• 7" SAO em Sao w O/ I % I 4e• 750 78.8 80.0 Sao • I I I I 84• OU 71.3 =0 90.0 VVIOTH AND LENGTH OOLEH8"CAN 0.E ORIENIED 80• 602 64.2 8010 9010 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24• 76A W.0 WA 90.0 _mmW WIDTH -WINDOW WIDTH -WINDOW '30• 70.0 80.0 60.0 OOA l'4ebmPbiP N Ith the _ 38' 73.0 W.0 WA 9010 as8mpi71n6wIRItAaF7ortAl R 40.• �• 7" 7" BOA 90.0 9ok0n8C4ue I 46• Mo su 8010 90.0 as To o. R i 54 640. 84.3 a" "A g I 24• 7510 1 800 WA 9010 - >►ae4Ptodn4t4an" N 75.0 BOA 8010 9010 _ - J •88' 75.0 78.2 BOA 90.0. NOTE: WINDOW �S o • • • • ••• •P • 643 84.8 a" 8010 GLASS CAPACITIES ON THIS SHEET ARE + <ao 0 q �1 WINDOW WIDTH I• •• • • • 69.9 59A a" 90,0 BASED ON ASTM E1300-04 (3 SEC. GUSTS), -) ,� _- •, • • • • • xY• • 7510 a" WA OA S S��7y��- .• //�'• • •• • Jb• • 78.0 110.0 60.0 90.0 -y 38• 'W 74.8 74.5 a" 9010 R,L �7068x '�� 11i I I 42' 81.5 813 80.0 90.0 OA10• ,¢ • J • ••• 249 ••• 7510 8010 a" 9010 Date 4 • • • • • !r • Ifn• 78,0 WA 8010 90.0 B Y Pmdoai draw ng no. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SNMN ABOVE OR SULAR h • • ••• • i i_ 74.8 74.8 BOA 9010 J VERDTE1,eY WSCPol11ay0 PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS •• • •• • • .• WO9-20 SHOWN OTTED IN DONES AND OBTAIGNG ALLOWA13SNAP4IS E LOADS FROM THOSE • •• • • • aho•t 2 0( 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wGoo e;a TYPICAL ANCA SEE ELEV.FOR SPACING OEYAL TYPICAL ANCHORS p SffOJCTU� SEE ELEY.FOR SPACINO OR 4 v a' 4 a•a•4 •e a. ..• .. Low—ow CWNTY APPWAD WOOD E N .a' n. '• ° a-' ° � SEE ION III SEPARATE MCA ANC's Z + Q� $ ! {. TYPICAL ANCHM�am=T SEE ELEV.FOR ANCHORS SEE ELEV.FOR SPACNG d 3 it;! •i TYPICAL ANCHORS: SEE ELEV.FOR sPACNO i !1 WOW BUCKS AND METAL STRUCTURE NOT BY ECO WOW, i ! MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM )/4" DIA- TAPCON BY 'RW' (Fu-120 W.Fy-02 KSQ � L ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J ! ! 1-3/8"MPI. PENETRATION INTO WOOD $ 1 THRU 1HY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY x c O i 1-1/4" MPL EMBED INTO CONIC. OR MASONRY n ; 1/4" DIA TEKS OR W F DRI 11 G crow (OWE 6 CRS) 8 O ;1 INTO METAL STRUCTURES Z STEEL : 1/8"THK. MIN. (Fy A 36 KSI MIN.) Z . ALUMINUM : 1/8" THK. MIN, (8083-TS MIN.) _W I it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W 14 SMS OR SEF QMLLINQSCRFWVc (ORADE 2 CRS) O 1 _ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL FM_:E DIST-ARC INTO'CONCRETE AND MASONRY 4 2-1/2" MIN. c INTO WOOD STRUCTURE m 1" MIN, !i INTO METAL STRUCTURE a 3/4"MIN. 1! CONCRETE re 03000 PSI MN, 22 C-90 HOLLOW/FR.LEO BLOCK Ym o 1900 PSI MIN. 2 fj li I tl 1 SEALANT:•• ••• • • • • • •• — ass O • • • • • • • • • '� ALL JOINTS AND FRAME CONNECTIONS SEALED V1fTH <m S I • • •• • • • JOINT SEALER. 00 000 . ; Enr.uv PRODUCT RDVISDD tJ1• � @3 !• ` _ -t•': as w.4 a Cf7AA MM2 A PIY�$W10+16oFiorlda g x .A•, • .. ! .a . • • ti=;:. ..'moo•.•• 1 c.•'!0 AcCoomaN• f4tFltls�y Plmdonaoae i . :.. • •� - ,•i is .' . •. Expiration TYPICAL ANCNOfIS • • • •'• '..•• '•• •� ANFd10RS DT prodl[ct drawing no. ,. sEE ELEv.FDR sPAcwo • •• •• • ELV 0 b s 681m IIdeP JAI1 5 W09-20] sheet 3or ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... 5 lab 10840 QZ-60M �.tUfi pvo HIAHA htOaHVA !µm P Wxpad Zy �.ri: • • • •ou Su o 6 �••,E • • • • •• • • • • �aJa'Ta " g S �Max+v sxxte aoaa a j • • • • • • •tI0I2tSSX K t '� T xPPwdo4110Mw Omni 3d vow a8S1AHH.tOttaOHA (MON OM"uke - t inm ww =XV Y3 ,w.,wa X94 exx �p if SOMM-MMU 'ATO 335 °•° Gf 33S vu ° s:ww-Vv3vaduu rim slmm O �� rats •xvn.ill �tvN`'/t xvH.a/4 Htas ACOM KM IO9 WA SNNOA M OrN�Oiw�w3u x!!M - - 13-0 4,0 z� _ +� zco - - tq � � s�sa-s�aso3 ONWds Wl n3'O 3M (n slt3 wo WIN SMOONIM tttlV1= SMOtNtlIM 3lNI4OS no 133H SUCH"WM AI NMa17131pi•O3AM1d AlWw 2M-MM Fo- let- 'IYNDttdO 81-rB0• MUM 31N•!HSft11 OZIA� L sws-Rd sua Aielvssv 3FIVN1 a ,t x Ott - _9._ /� 3AOl NNY•d 3HOO1VSHOW,s/t -a3:tvds S" t oO-" s. erdxrt to 3H3ttd03H um Ovae as m '003a sv rOd3 e z e rdf of-tis a3A�erotr»ty -am W roch3 r a •HHt 8/11 81-cm ssvq 84/L a13a a.zvp •x1371 sv ZOCA! L 1 p� - �� atl7ntaaa/sanaaasl'aNvw �vatalrx Nouattn7taO Oeaa t cava #Hast 'E'er �� 8 STRUCTURE seE Aawa pq SEE�M.ANCHORS Apµo UM-a0£COMTY APPROVED i Lv UULUON&MULLON MMCRS SEE SEPARATE NOA A ALT. Q L� TYPICAL ANCHORS 8� SEE aEV.FOR SPACING gj 1/4"MAY. © CL�y Ci � I SH1M6 ALT. i v • O � . a TYPICAL ANCHORS o SEE ELEV.FOR SPACING P, ••.Y •P : ee Q V}` ..,. .•: *as�aWrmanttataaplartd�. It ding Cab ALT. mOmm Data g n G/7 a I • • • • • • • • • AT4m DadePPaQtTit(;pr, IPFSTALtdTION D&TAILS WITH FLUMT FRAME ADAATRR Engr.`p—W,2 .7p pRppUC1 RRYISBD •� g • .•. •• r FIA. 3576582 $�� o Ua lao IRaldo �' 3 v> •• • ••• • ••• • ••• ,'°..v ;'o • • • • • • • • Aacplm�aaNe 1 p p $' ' 'v. '' a". ••• • • • • • • • team Dara !� •:• a. . . .. . . . Stoll SEE ELEV. FOR D rn'�• FORS • •• • •• • • •• a/eproduel drawing no. SPACMVO . . .. • . • W09-20 s;-.Id Sot g 71 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • r MIAMGADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Skeet,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 'r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/sera/ ECO Windows Systems,LLC 9114 N.W. 106`b 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 Alum Outswi#rg 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 Approvalstanlp with the Notice of Acceptance number and approval date by the Miami-Dade County Product.Conirol Sex(;] .•0 0 0.0 0. . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0.00 0 6 0 6' Limitation: 000.0• 6000 0090•0 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Doupj�poor DP ratings wiV 0 9 sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exdebd.1r. :00664 0 0 000 2. Laminated glass types Gland G2 are limited to.090"DuPont's PVB and glass type 63 is fimitedte-hisulateel•:..• laminated glass w/.090" Solutia interlayer. •• •• •• 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,City, statg and series.•6 0: and following statement: "Miami-Dade County Product Control Approved",noted hereirl. 0 :00900 • 00000 RENEWAL of this NOA shall be considered after a renewal application has been filed acid there has bge114no 0 change in the applicable building code negatively affecting the performance of this product. 0000 00 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 NCA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA 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 r�MMoe coLW Expiration Date:July 19,2017 � m z s l Approval Date: July 19,2012 `�\o 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-124003,HETI-124003 and HETI-124027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Seda,P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with JiBC,2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June W 2012,••;• signed and sealed by Javad Ahmad,P.E. •• 1. 0•••• • 2. Glazing complies w/ASTME-1300-02&-04. Is••••• memo ••• ••6'•0 060000 6 :memo: . .. 0 0 06 D. QUALITY ASSURANCE some • 0000.. 1. Miami Dade Department of Permitting,Environment,and ReWIQp ly After f PERA,e:,,• 6 6 . 0000 .. 00.00. E. MATERIAL CERTIFICATIONS 000000 •• 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNc6krs&Co �. for••••0• their`Butacite®PVB interlayer",expiring on 12/11/16. ;:0000; 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color lntertayer" is§T4j j to • Solutia Inc.,expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest prepared by Al Farooq Corporation,dated 03/30/12, signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated 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. / r Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 • • • • • • • • • • • • ••• • • • • ••• i 6..JO � lee4s) go-7+LM •] CC 'JJ • • • •• • • '4'2f00L NOLLO35 3000 'OOlB tlOR101d 3H1 d0 51 N3W3HI003H •ou 6ulMo�p Z z • •• • • •• • •• • 3HL 133W IIVHS SltlIH31VW HVIIWSSIO H3H10 H11M IOV1N0O O1NI 3N00 t\ • • • • • •• • • • • 1VK SM3213S IV13W/1331S Ol 0311Wf1ION Inn ONIOn-ON1 SIVIH3IVr4 ••:AINO DOOM O1NI S80143NV d0 NOS30 NI 0350 SI 3SVMON1 NOILYNno OVOI V $ •.• • ••• • ••• • 'IVAOSddV SIHL d0 1HVd ION 3HV SlIV130 3S3HL NI NMOHS ION SNOLLIONOO ONIOVOI HO ONIHOHONtl S z8501'two 'Vte Hoj 033H lab 3HV SH3110Fi5 '000015 HO ONSS3Hp IIVM ONOA38 38 TMHS IV8l31VIY 3SV8 Ol 1N3W038W3 o Y OVWHV GVAVf 3 '1pVdW1 3lISSIW TiVWS�9 3OHV1 HOj 031VH 3Htl SHOOp 3S3H1 SHOHONV 'SIIV130 NO W014S Stl 03OVds '031Sf1 SV 38 TR/HS SHOHONV �' •• • • • •• •.• •• '3unLonHiS 3HL Ol SOVOl H3ASNVHi Ol >o . •• • A• • •• AlH3dObd 0380HONV 38 ISOW 'SH3H10 A8 SXO08 000M ABZ HO A8l � � • • • • • ••1 • • i _. -_—_ ZHAH) 3NOZ 3NVOIHHOHA10013A HOIH ONI00INI 3000 NIII08 V0pd 31• ••• •• j0 S1N3W3Hl003HW _ - _ 341.HIM AIdlVOO 01 CaLS11 nM G3NtSACL*,138-S"lOROOHd-SIFH MI Sl 30NVISr.3N2 • NOILVHIIUN1 831VM 3H3HM SNOLLVTMISN13H0J03AOHddV SHOOCI 'W31SAS 38U.N3 Ol AlddV �� T11M ALIOVdVO NOW HO IWHO ALIOVdVO 31II3OIS WOHd S30'1VA H3MOl o '£ 133HS 33S S31030IS HIM SHOOO 3tl31 318000 ONV TISNIS SSVlO'WtlI'l(gNi ltl SXOOIB ONU113S SNOOIB Htl3lO O1 O3l Otl38 ONIZVIO N "— 133HS 33S SHOOO JVP (XX) 318000 ONV (X) 3I0NIS / 'Z O 3N000I5 i 509 gal mtom rn n sl O H30Vds IV131Y {Z Z � '73315 '1S ..8 882 SNIN>'0;7 M00 I9 . 0 3N000Li F SSVIO'O,NMRS IV3H.9/l M ,vamos.A9 sin X31AWS 83AtlIH31Nl,060' SSVPJ'O,N3HLS IV3H.9/1 33Vds aro.9V9 TR$" n ssVlO'd1131.9/l � o .15. RdAGLs9m r01 031 OV38 ONIZVM HO1.ON _ z 'AINO.9S ON1033OX3 SH101M NOA '003H f°py{ SSV10 'WVl 1V SMOO-M ONU3S IP V ^ I A VY i. m q a 9L BBB ONN 3NW moo 000S 9L 688 OM3NoMIOO ? O is SSVM 'O,N3MS 1tl3H.91/CSSV0 'O,N3H15 1tl3H.9/1 Z .INOd00,AB H3A8O1083NItl,Oso' ,LNOdI0,AB 8Ad 30tl1f8 g H3AVIH31N1,060' o /•� SStllO'O,N3H15 IV3H.9l/C SSVU AN3HLS IV3H,9/l 39 3/4'MAX. 76' MAX. �u cg FRAME WIDTH FRAME WIDTH HEAD f SILL ANCHORS [ATSTILE ENDS Z n j (4)AT 3'O.C. 12' 0 l 5*MAX. MAX. A HEAD/SILL 5'MAX. HEAD I CORNERS CORNERS A SILL HEAD/SILL A - `�\ SIL- u LOCK OPTIONS II LOCK OPTIONS Q g SEE SHEET 7 m '•• m ===p� SEE,,*1EET 7\ O 0 m CI _---11----- ® OI< m ----LL --_ ® 1V `••� �f Y1 - y y JJ rr 0 yp� \\It 0,5 co 'B,tl \\ As II INALfNE ACTNE IA41wi Mid g {;ti SURFACE APPLIED 2 1 SURFACE APPLIED FALSE DECORATIVE G OA 26 15/16' ' FALSE MUNTI77� NS OR =,!5/,6- 26 15/16' f W DECORATIVE DRILL D.L. OPG. a DECORATIVE BILL D.L. OPG, m O MAY BE USED NAY BE USED NOTE: 37'MAX• 37'MAX EGRESS REQUIREMENTS TO BE REVIEWED I"E YADTH LEAF WIDTH BY BUILDING OFFICIAL. W (XX) c DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PEP SINGLE DoOHS (X) DOUBLE I[% NOTE: m SDR DIMS. LAMINATED GLASS DOOR DIMS, GLASS CAPACITIES ON THIS SHEET ARE FRAME LEaF FRAME LAMINATED Goss BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF AME ExT(+) (-) EXr•(i) W.(-) AND FLORIDA BUILDING COMMISSION �; ti WIDTH HEIGHTFRWIDTH WIDTH HEIGHT -ss 7" - - - _- DECLARATORY�iATEMENLDCA05 _219 W -- — •• ••• • • • • 70.0- 75.0 —DEC— • •• • • • • ••• • GLASS 0 0 DIMS, • • • • • • • • • D.L.O. HEIGHT - FRAME HEIGHT - 11.125' Efqr.JAVAD AkWAD .� e D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813" cI FLA PE T D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125y2 C.A.N.b362 • ••• • •• • ••• • • • • • • • • ••• • • • • • • • • •• ••• •• ••• •f JUN drawing no. 62012 W12—D sheet 2 of 9 ff• • ! • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF o SIDEUtae° TES WITH SINGLE OR DOUBLE LEAF DOORS 0 (SEE NOTE BELOW) FRAME WDTH p8%a oWp SIDELITE SIDEUTE WIT80UT WIT►{ HEAD&SILL ANCHORS W N FRAME FRAME AT STILE ENDS WIDTH HEIGHT REINFORCING REINFORCING 12, CLUSTER OF (4)AT 3°O.C. Z ; INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) -(4)ANCHORS 24 70.0 75.0 70.0 75.0 AT HEAD/SILL 12- 30 MAX. 3 MAX y >a 70.0 75.0 70.0 79.0 HEAD/SILL HEAD 36 82 70.0 75.0 70.0 75.0 CORNERS F '� \ fi - - SILL `\ 37 70.0 73.0 70.0 75.0 G 42 81.7 88.1 81.7 8&1 \ 1 1 Q k a 24 70.0 75.0 70.0 30 70.0 75.0 70.0 79.0 38 88 70.0 75.0 170.0 0.0 75.0 i i i i / i i \ a 0 37 70.0 75.0 0.0 75.0 ____ ___L_ Op 42 61.7 88.1 1.7 88.1 ----111- - II --11� I I \ yj ab 70.0 75.0 ao 75.0 30 62 889 88.8 0.0 75.0 / \ 35 64.1 64.1 75.0 I f -_ 37 63.3 83.3 70.0 790 ^�' r3'S 24 83.3 63.3 . 0 75.0 ' i(/� i i , JO 57.8 579 70.0 75.0 38 93.1 5J.1 70.0 75.0 _NI --'JL----- ----L----- 1 1 W O 37 524524 70.0 79.0 �` -,r----- \-- n----- ' I / I \ u it REINFORCING AS REDD. SEE CHART / =__�_____ =__� __= i i / ��\ I I L APn 1-co SE EET y n G B 00 I INACTNE ACTIVE L g o� SIDEUTE vAnTH DOOR FRAME IM TH SURFACE APPLIED N FALSE MUNTINS OR 32 3/4° 28 15/18° 28 19/16' a W DECORATIVE BE GRILL D.L.OPG. D.L.OPa_-- D.L.OPG. 7, MAY BE USED J7° NOTE: SIDELITE FRAME WIDTH LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 2. MAX, 78'MAX. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DoueLE DOOR FRAME talon -- LOWER VALUES FROM DOOR OR SIDELITE CHART g WILL APPLY TO ENTIRE SYSTEM. (OXXO) u � L � �S•d9nf1 t7o•t161 011.5- G.L.O. DIMS m -9.1..0. HEfGFIT(`3tBELiTEr FRAAEHEfCHT - - -•�t.�i(ii - • • -• • • o D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH -04.438' •0 0• • • • • • • • • •• • • • • • `o< • •• • • • • ••• • c •• ••• •• • • • •• Engr JAVAD ANMAD CML 3� FLA PE 70582 c 3 • • CAN. - • • • •1• • ••• „ • • • • • • • • NOTE: � a ••• • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • •• • • • • • BASED ON ASTM E1300-04 3 SEC. GUSTS y • •• • •• • • •• ( FLORIDA OSTATEMENTBUILDINGCOMMISSION JUN drawing no. • • •• • • • DECLARATORY DCA05 DEC-219 2012 W12-08 sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16'MN. .e t TYPICAL ANCHORS 1BY 28Y WOOD BUCK V THROW BOLT EDGE DIST. EDGE DIST. I PENETRATION SEE ELEVATIONS x euac DR FOR SPACING WOOD STRUCTURE /R • A °• 44' SEE N07E SHEET 1 METAL W o ° _ EDGED EDGE DIST. STRUCTURE _a I Z p J gg S 28 I I �� Jai, rc � q Lv OAe �� 33 i 26 2 TYPICAL VO". 1 I TYPICAL ANCHORS TY EL.AR�ORS TYPICAL ANCHORS Lu SEE ELEVATIONS , 9 7 11 FOR SPACING FOR SPACING FOR SPACING a O 3 INIMO MULLION NIY APPRO-VED PARATE -SEE SE N -- GLAZING OPTIONS SEE SHEET 1 TYPICAL NCHORIiIIIS SEE TIONS O.LL.II yuUl $ W FOR SPACING 0 V) $$ [AND OOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 0Mi u� [[Wrr UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Z 34 ys TRANSFER THEM TO THE BUILDING STRUCTURE. ;zw0:10 TYPICAL ANCHORS: SEE a". FOR SPACING O 114" DIA ULTRACON BY ' 1 n' (Fu-177 KSI.Fy-188 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY •IrM c 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY U - u 7A 7 I I DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) LLQ B 33 26 26 ••• • • • • • IIIT•0 MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK, = 1/8') 6 • • • • • • • •INTO METAL STRUCTURES c< 26 i • 1 •• • •k7EEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) • • • • • • • A4MINUM : 1/8" THK. MIN. (6063-T5 MIN.) DOOR DETAILS • • •• • • • 0(6TEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) :-.:.:...::.:.... .. -- TYPICAL DISTANCE ENJAVADD AHMAD INTO CONCRETE AND MASONRY = 2-1/2" MIN. FLA. so �ss38 ez $ E $ c :• • ••• *:• •••INit:i#bOD STRUCTURE = 1" MIN. •'rYPlc L AH�1ORS • • • •INTO•MEfAL STRUCTURE = 3/4" MIN. EDGE DIST. • E ATIZINS •• • • • • • drOwi��. 1/2'MIN. • •• • • JUA` n Q 201 1, !I C THROW BOLT OR LNG •• • • CVOTE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. PENETRATION C-9 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. sheat 4 of g J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • uc' 1/4'MAX /N� SHIM © CONCEALED RAYUSH BOLTS 1/4'MAX. I 3 LEVERS AT STILE FACE O SHIM O A TYPICAL ANCHORS IBM SEE ELEV •WOOD BUCK FOR SPACWG 15 ACTIVE LEAF F `SS a s 28 13 ,`C) 24 W s n yy X •. �AL ANCHORS yu Gf - FOR SPACING S C 23 V • 23 EXTERIOR LL Vl.: 19 9 7 METAL f STRUCTURE LEAF YAM O SINGLE DOOR FRAME WIO1H LOCK SEE SHEET 7S J VJ 1/4'MAX. 1/4'MAX, LOCK OPTIONS SHIM SEE SHEET 7 SHIM CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS O O TYPICAL ANCHORS 3 LEVERS AT INSIDE FACE OF STILE LEVERS AT STILE FACE 28Y WOOD Q SEE ELEV:'' ol FOR SPACING OR IB INACTIVE LEAF WOOD STRU TORE Z LL ACTIVE LEAF NOTE EET I 29 13 28 Y,j U 0..5 24 Up?S W rn O 25 23 c 19 9 D.L.O. 11 10 TYPICAL ANCHORS r D.L.O. SEE ELEV. > FOR SPACING 8 LEAF �DTM EXTERIOR • LEAF YADTH - - v• ••• • • • • • •• - -- -- - _ v -- • • •• • • • • • DOUBLE DOOR FRAME WIDTH �< •• ••• •• • • • •• •A1♦>a Engr. "AD AHMAD 1 ,p CML y FLA PE.8 70592 n C.AII.3538 drowing no. • • •• • • • W12-08 DOOR DETAILS JUN $$2 12 sheet 5 of g J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 009 0 0 TYPICAL ANCHORS o SEE ELEVATIONS w EDGE IST._ FOR SPACING mm o � 22 . s. a LL QQ �z O s v J A J '^ GLAZING OPTIONSSEE REINFORCING SHEET 1 #12 SMS ie AS 1/4'MAX O AT S'FR�d ENDS O SEE SHEET 3 w {x SHIP 5 AND Yi'O.C.MAX Is � 45 13 O V 1 Z40 Waw i TYPICALSEE ELEANCHORS E_ V. FOR SPACING 14 tb zs za c� . D.L.O. Y9 9 LD.L.O_ u ` 4A EXTERIOR LEAF-MOTH _. SIDEUTE tA9DTH DOOR FRAME WIDTH Li LL W. -- -000 0 0 --e- • • •i • • •• • • • • • UNIT FRAME WIO7H ` 0 a • •• • • • • ••• • Erpr;JA�LWY AHD n e ur _ FLA.PE t 70594 s n 1lini CAN. 535 • • • • • • • T CAL�•'vI•CHORS • •• • • •• drawing no. EDGE DIST. S ELEI�ATIGNS •• • • . N 9 9 201 W12-08 FOR SPACING I SIDELITE DETAILS sheat 6 of g I • • • • • • • • • • • •o •• • • • •• •• ••• 0 0 • •f• • • ITEM 0 PART 0 READ. DESCRUMON MATERIAL MANF./SUPPLIER/REMARK9 �� v I E801 - DOOR FRAME HEAD/SILL 8083-TB w 2 E§02 - FRAME COVER 8063-TB - _ 3 E803 - DOOR FRAME JAMB 8063-TB 4 E804 - SIDELRE TOP&BOTTOM FRAME 6063-T6 4A E625 - SIDELRE 9°BOTTOM FRAME 8083-TB 5 E605 - SIDELRE FRAME JAMB 6063-.T6 - 8 E606 - SIDELITE SUP ON JAMB 8083-T6 - 7 E607 - LEAF TOP&BOTTOM RAIL 8083-T8 - 7A E625 - LEAF 9'BOTTOM RAIL W63-TS B E808 - LEAF W'STRIP ADAPTER BO83-TB - y 9E809 - LEAF HINGE STILE 6053-TB - f0 E8f0 - LEAF IAC%STILE 8063-T6 - 11 _ 4Tm� E611 LEAF ASTRAGAL STILE 6063-T8 _ 12 E612 - LEAF ALIGNMENT BRACKET 6053-TB - a t x 13 E613 - LEAF CLAMP 6063-T6 4-1/4"LONGLL 13A E613 - HINGE BACK-UP PLATE W63-T8 12'LONG 4 11! 0 t- 14 E814 - GLAZING BEAD(3/16'LAM. MARS) 6063-78 J 14A E109 - GLAZING BEAD(7/18'LAM.GLASS) 8063-T6 _ 13 E816 - GLAZING BEAD(INSUL MASS) 6053-TB - 18 E618 - ISNAP COVER 6063-TB - 17 E013 - BOLI SUPPORT8083-T6 NOT SHOWN 18 - AS REGO. SIDELJTE MULLION REINFORCNC 8083-78 - V7 19 FO-107 3/LEAF BUTT HINGES ALUMINUM SULLIVAN&ASSOC. g LOCKS20 F01202 - FLUSH BOLT LEVER SULLIVAN &ASSOC. • 21 FBM14SS - CONCEALED FLUSH DOLT ROD ST STEEL SULLIVAN&ASSOC. w OPTION i1: 01 22 2 SMS AS REDO. FRAME ASSEMBLY SCREWS ACTIVE LEen 23 012 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS O1 4 POINT LOCI ASSEMBLY OLOt-8007 BY'INTERLOCK USA IMG' 24 - - 3/8"DIA.THREADED ROD STEEL C J I (2)LOCKING POINTS ENGAMNG AT INACTIVE LEAF 25 W11323 - PILE W'STPoPP040 WOOL ULTRAFAB I Z 31i 1T DIA. THROW BOLTS AT TOP AND BOttg1 ENCApNG FRAME HEAD AND SILL 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPOM THROW y� Z THROW BOLTS ATTACHED TO LOCK 3 3/8°CONNECTING RODS 27 E208 - GLAZING BEAM BULB SANTOPRENE ULTRAFAS 0§ 3 L LOCK LOCATED AT 42-1/2'FROM BO0 TTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. INe T I eF. 29 E622 - FLUSH BOLT CUP NYLON 2 PANT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLDIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 0 1/2°DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 DLDIWB - WHITE BOLT SUPPORT SLICK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL THROW BOTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 33 010 X 3/4' Z/ADAPTER FH SELF DRILLING SCREWS LOCK LOCATED AT 42-1/2'FROM BOTTOM 34 - 2/LITE SETTING BLOCK, 1/4'X 1/2'X 4'LONG EPDM AT 6"FROM EACH END, DUROMETER 65t5 9PTION 02: 3S - 2/LITE SETTING BLOCK, 1/4'X 3/4'%4'LONG EPDM IAT 8"FROM EACH END, DUROMETER 6515 ACTnir IEAr• o qq CONVENTIONAL DOOR LOCKSET WITH HANDLE -S DELTA 690 BY'KWIKSET'LOCATED AT 39-1/4'FROM BOTTOM SEALANTS: 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 -aUXALETrFLUSH BOL, ar -- - - _ SCHNEE MOREHEAD JM5504 SEALANT. H 1/2° %2' THROW BOLTS ENGAGING FRAME AT HEAD SILL* • • • • • • •• - - - _ -- - - - -- - -- ,R - MANUALLY OPERATED LEVERS MOUNTED ON STILE FACg • • • • • c i4 LOCATED AT 10-5/8"FROM Top AND BOTTOM • • • • • • • LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2"FH MS• �1-1�2° 7•;5/):At THK* TRUDED ALUM HINGE � �M INACTIVE i EAF- •• • 4FAR 4 104 Y%LUW%N**Assoc. N . Z.., j CONCEALED FLUSH BOLTS BY'SULLIVAN HINGES PER LEAF VAN&ASSOC.' BOTTOM HINGE AT 10-1/4°FROM BOTTOM JAVAD A1UJA6 c 9 HEAD AND SILL THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/4'FROM TOP M14Id CIVIL FLA ®70592 n • 000 CENT HIN A�MIOSPAN(38" AX.) 1r,__ ' `1 cAN.`J536 - y. MANUALLY OPERATED LEVERS MOUNTED ON INSNDE•FACE • HINfj�s rbAS b WITH Imeya 1' SAks OF LEAF STILE LOCATED AT 10-5/B'FROM TOP�0 JjOTTO (g)SCR&WS A&HINGE SALE• • S S 5 LOCK FASTENED TO STILE WITH (2)08-32 X 1/2°•FH 44S :• 4(6)SEWNS A*FRAME,MMB• •• r • drawing no. NOTE: LOCKS MUST ENGAGED DURING • •• • • • W12-08 PERIODS OF HURRICANE WARNING. ♦Y sheet 7 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.000 1.750-moi � � I I ��1.04If•�7 9 � I I 4 30 .625' 1 .078 .BO� .045 0� 050 307e . 80 045 Z 4.031 4.750 1401.625 Op'Y � 1.172 wj 2.062 ! fa GLAZING BEAD 14n GLAZING BEAD 1s GLAZING BEAD 1 DOOR FRAME HEAD/SILL 5/,8 GLASS 7/18•MASS INSUL GLASS ♦Y r---4.000--y 1.507 1.507-- 8 I� 7 LEAF TOP/BOTTOM RAIL V a 1F .625 4.719 a 076 IdN 4.781 3.719 •078 1 .078 1.730 rYu eXlt g 1.5107 O --L 8.250 1.500 U 7.s31 4.000 ��.312 � � I 9 LEAF HINGE STILE 1.507 .082 r. 5.344 0 t.7so a - 1.7so .3 LEAF W'STRIP ADAPTER SIDELITE TOP & BOTTOM FRAME 094422.081 1.750 1.507 Sae 078 . �iozD � 7A 9' BOTTOM RAIL t6 1.584 t.9tz ,o LEAF LOCK STILE 1z W rn t•�7� LEAF ALIGNMENT BRACKET 750 .281 O 2 FRAME COVER 1^-•887 7p._ .078 .375 -� .050 1.197 1.5071.750 2.081 7 .128 .125 �q L 1.574 3.781 0€ Y 3.719 18 .154 F� .078 4 D00 SNAP COVER LEAF ASTRAGAL STILEt3 LEAF CLAMPINGE - 9.000HHACK-IIP PLATE __ L 9.281 y _ - 1.500•- •• 1 • •718.•• • • .00 -^t 1.250 ,8 .�o --{ [.625 0 • • • • • • 71a SIDELITE MULLION REINFORCING << • • • • • • • 02 .071• •• • • • • •• ^ nr.JAVAD MAW4.000 "'' 4.000 cry L3. 4.198 FCA 753S2078 37Lo-0 •• • • •• • • .. �lli • • •1.507 • ! a • •• :• • : • 4.000 .0780 •T� JUN Z0�2 tlra 2 no. • • •• • 7 ' W12-08 a! DOOR FRAME JAMB ;a) SIDELITE FRAME JAMB -SIDELITE 9' BOTTOM FRAME ( SIDELITE SLIP ON JAMB (sheet $ of g) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N_ gg a O J J m r22 0' a DOOR FRAME CORNER % 99 SIDELrrE FRAME ORN R SIDFLJTE SLIP ON JAMB CORNFR oM Z 3� O Wag t2 l I IZ &.gl�•Lb o i Thi, m cd^ •• • • • • ••• • • s • • • • • • • ••• •• • • • •• Eto,JAVAD ,� •° C(v� M CAN. �� • • • • •• • • • • • tlrowing no. LEAF CORNER i i• ••• ii ••• i• N 982012 W12-08 sheet_g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l M IAM 1-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(*)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) )vww.mlamidnde.Qov/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 M}ami-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-Dado County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window—t.M.I. APPROVAL DOCUMENT:Drawing No.W09-08,titled"Eco-Guard Series-100 Alum.S.H. Wdw. (L.M.I.)",sheets I 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.,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,:oily;state, ••,•• model/series, and following statement: "Miami-Dade County Product Control Appr1v04unless•gtbrrwise .' noted herein. .:,000•• •0099* ,•.... RENEWAL of this NOA shall be considered after a renewal application has been f iiej and there has been :....: no change in the applicable building code negatively affecting the performance of thi.%pfdduct. :...:. • TERMINATION of this NOA will occur after the expiration date or if there has beep ti vision ps Mange ..:•• in the materials, use, and/or manufacture of the product or process. Misuse of this XQA.a?an eridarsement •••••• of any product, for sales, advertising or any other purposes shall automatically terminale 4his NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of-NCrAr ;•..;. "••" ADVERTISEMENT: The NOA number preceded by the words Miami-Dade:Connly, Floriop.rand followed by the expiration date may be displayed in advertising literature. If any portion of thr~K0A is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#13-0206.04 and consists of this page 1 and vidence 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.14-0317.02 Expiration Date: , !e►Mt DADE Counitlr i 2019 ,...� � April 08 Approval Date: April 10,2014 �31 Page 1 , Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09,with revision C dated'02/06/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201--94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. PTL-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 20294 4)Forced Entry Test,per FBC 2411 3.2,1 and TAS 202-94 along with installation diagram of a 106-1/2"wide x 76"high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2166A,dated 12/15/09,signed and sealed by Candido F. Font, P.E. (Submilted under NOA#09-0224,07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 alongwith installation diagram gram of a 106-1/2"wide x 76" high ECO-C�and genes 100 "":' aluminum single hung window,prepared by Hurricane EngineerinB" g Testinyme. • Test Report No.HETI-08-2166C,dated 12/ 15/09,signed and seVid by Canchyo F. Font, P.E. 906000 9999 (Submilted under NOA#09-0224,07) :*9006 ••••• 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9+1 •••••• ••" 2)Uniform Static Air Pressure Test,Loading pet FE•M TAS 16 94 ... 3)Water Resistance Test,per FBC,TAS 202-94; 0 0 000000 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 :00000 :9999: along with installation diagram of a 53-1/4"wide x 76"high ECa-Cu4d.Seriet6n ' aluminum single hung window,prepared by Hurricane Engineering&Testing fAc. Test Report No.HETI-08-2168,dated 12/15/09,signed and,pealed by Candido F. Font,P.E. (Submitted under NOA#09-0224,07) Manu P.E. Product Control Exa finer NOA .14- 17.02 Expiration Date: April 08,2019 Approval Date: April 10,2014 E-1 i t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4" high ECO-Guard Series 100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Subinitted under NOA#09-0224.07) 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 12/11/16. 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. a • 2. Proposal issued by the Product Control Section, dated 03/2.5/13, signed by 7aime••••• Gascon,P.E.,Chief,Product Control Section. '.0 0 : 000000 .. .. 900.90 9009 .0000. G. OTHER 000000 :96460 9009 0 0 1. Notice of Acceptance No. 13-0206.04,issued to Eco Window Sysl4wit, LLC'for their ••;••• Series"Eco-Guard 100"Aluminum Single Hung Window—L.141.1 0' pproyed o4 •••" 05/02/13 and expiring on 04/08/14. •* •• •• 000000 90.90. 0 00 • 9 99 .9... ' • 9 .. �. . . 9999.. 0. . ..0. .9.9 I Manuel Perek P.E. Product Cont r Ex iner NOA N' 1 317.02 Expiration Date: April 08,2019 Approval Date: April 10,2011 E-2 t V 53 /8" - ---a 53 1 - -DTH �� w WFO&WI ------- - Irwoow Wnmri 47 v- 47 3/8' Z D.L.O.(FD(. LRE) O.LO.(FI%.Lfi 0 k Ggggl �j 1 8"MAX. 12"MAX, 8MAK 12"MAX. � n CORNS A HEAD m CORNERSHEAD- W IIIi _- II ��Fj333i II 11 it 0 = �1 -- I� 11 SWEEP UITCHE$ aD . 'I X, It it /-FROM ENDS ,i 11 i' LL I I' 11 11 I, �I II 11 Y .� m 'n 11 rE B N C �n 3 men FALSE Yd -- NO ANCHORS AT SILL FALSE TINS NO ANCHORS AT Sttl O (SURFACE APPLIED) (SURFACEPPLIED)OPTIONAL 47 3/1' OPTIONAL 47 3/8' D.L.O. (VENT) D.L.O. (VENT) 3<r yn 50 3/18' SPRING F LOADED L TCHES ENDS g0 3/16' O VENT WIDTH OPTIONAL TO VENT WIDTH W SWEEP LATCHES ECO—GUARD SERIES-100 EQUAL LITES TMP UNEQUAL UTES (ORIEL TYPE) ALUMINUM SINGLE HUNG WINDOTY TYPICAL ELEVATIONS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNITS CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o S i COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER n WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING `mum MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. - UM" DESIGN--PRESSURE FROM un_NDOWr tut ul n I Inu APPROVAL WILL APPLY TO ENTIRE SYSTEM. ti-. INS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPRM WIIHMIE • • • • • •• o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELICIII• . HURRICANE TONE (WHZ). • .m m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER* • • • • • j� LOADS TO THE STRUCTURE. •• *00 •• • • • •• ANCHORS SWILL BE AS USTEO, SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. E.S,"IAVAD AHMW PRODUCT Rt VISLU, q § I ' T 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REWIRED. _ ' FLA. asaanPlyllgwlb1lwYlarida PE 70592 Dai ANCHORING OR LOADING CONDITIONS NOT SHOWN IN,TIESE Qg&S ARE • 000 • ••• — ---- Mixt M 1 i •t.i]14 Planes No �.•C_.. •LL. .g NOT PART OF THIS APPROVAL. • • • • • • • �'PIF, 10 "1� $ 3 A LOAD DURATION INCREASE IS USED IN DESIGN OF RS PO I'oot @4y.. :• • • • •• . 1 Miead FPro tContro►J' owing no.� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL%CREVPS!b THAT •• I - W09-08 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SH&L RIEET THE y - — REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. J �haet�of • • • • • • • • • • ••• • • • ••• • EQUAL LUES WINDOWS WIDTH UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP VAOTH w DESIGN LOAD CAPACITY - PSF p� ASS TYPES LCLASS TYPE CLAM TYPES FLANGE DIMS. GLASS S k ES - --- FLANGE DILIS. 'A' B' & 'C' -"---- - - -- Z VAOTH HEIGHT EXT.(+) IW.(-) WIDTH H£K81T EXT.(+) 1NT.(-) EXT.(+) INT.(-) - ----__--- k 73.0 90.0 j 19-1/6' 75A 90.0 75.0 90.0 �. 24' 75.0 _90.0_ •/ --- -- --- --- 1 - /. 24' 75.0 90A 75.0 90.0 28-t/2' -_75.0--- 90.0 26-1/2' 75.0 80.0 75A 90.0 gal !� 32' 26' 73.0 90.0 32' SO-5/8' 73.0 80.0 75.0 90.0 40' (3) _75.0 90.0 -- ---- - 37' (4) 75.0_ 90,0 t 73.0 -90.0 � �. 40' 75.0 BOA75.0 90.0 a •Q r- 48' _75.0_ 80.0 -_..- x o75.0 80.075.0 90.0 _53-1/a' 75.0 80.0 53-t/6' 73.0 80.073A 90.o 0 q 19-1/8' 75.0 60.0 t9-1/9' 75.0 90.0 75.0 90.0 0Z --- ---- 8 d^C 24' 73.0 90.0 24' 75.0 90.0 75.0 80.0 4 28-1/2' 75.0 80.0 _ --- - 28-1/2" 73.0 80A 75.0 90.0 0 32" 38-3/8' _75.0 90.0 5.0 -- 32' 83' _75.0 90.0 75.0 90.0 O ' z J lel JT (3) 7s.o._ __60_0 3T (5) 75.0- -90.0 75.0 80.0 -_-- 40' -75.0 BO.D- �I 40' 75.0 80.0 T5.0 90A T 46' 73.0 90.0 EQUAL LRES 4e• 175.0901) 75.0 90.0 i UNEQUAL LITES (ORIEL TYPE) 33-1/8' 73.0 90.0 53-t/8' JSA 90.0 19-1/8' 75A 90.0 _ 19-1/8' 0 73.0 90.0 _ .024' 75.0 80.0 24' 0_ 75.0 _90.0 28-1/2' 75.0 90.0 26-1/2' 0 75.0 90.0 In32" 50-) 75.032' 76' 75.0 90.0J7" (4) 73.0 90.0 3J' (8) 75.0 90.0_75.0_ 90.0 40" 75.0_ 90.075.0 90.0 w 46' _ 75.0 _-So.o__ LSJ-1/6' 73.0 90,0 = 53-1/8' 75.0 90.0 0 O M 18-1/8' 75.0 90.0 tJ 24' 75.0 60.0 Z 26-1/2' _ 75.0 90.0 t a _ 32" _90.0 d TO QUALIFY FOR SMALL MISSILE IMPACT RATING 37" (5) 75.0 90.0 Z EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. V W 40' 75.0 00.0 8 W rn 48" 75.0 90.0 0 53-1/8' 75.0 90.0 1 1/6'NEAT STREN'0.GLASS q 18-1/8' _ 75.0 90.0 y 5/16'AIR SPACE 24' 73.0 90.0 1/e'NEAT STREN'D.GLASS -3/IB'HEAT STREN'D.CUSS 1/8'HEAT STNEN'D.GLASS y 26-1/2' 75.0 _-90.0 I� .090'INTERLAYER .090"INTERLAYER H 32' 76" 75.0 90.0 SUTACITE PVB BY'DUPONT' gUTACRE PVB BY'pUPONI' •090'INTERLAYER c 37" (6) 75.0 90A O. BUTACRE PVB BY'DUPONT' 40' _75.0 90.0 z 1/8'HEAT STREMO.CLASS 3/16'HEAT STREN'0.GLASS 1/8'HEAT STREN'0.GLASS 75.0 0 52-1/a _ 75.0.- - 90.0 - '" SILICONE SILICONE �+ SILICONE DOYI 889-. _ _ _ _ DOW_899 _ m DOW 699 io • • • • • •io l7 Le ,I 21 o • • • • • •- ° to 13 • • • • •q l C--- • • ••• • , --- SETTING BLOCKS AT INSUL. LAN.GLASS • • • • • • • �i , NOTCH GLAZING BEAD LEG �- •• • • • • TO CLEAR BLOCKS E.S,.JAVAD 40" PRODUCT'REVLSP3) •� 6 21 SA 21CAN. 8a 21 R.P,a 70$81 WW1Y�WoFlUddS b., .I $ • 090 • • • ••• • CARDINAL XL• EDGE SPACER 3638 Dab r lanm NO f2- r • • NOTE: i•G A q'yPE�' • • • • 11ASSt!_ TYPE 'B' ST.STEEL CLASS-TYPE 'C' ( ,� A8 ` CLASS CAPACITIES ON THIS SHEET ARE • • • • •• • • • • i DY •9 !1 r{ s.' BASED ON ASTM E1300-09 (3 SEC. GUSTS) • •• • •• •••��NG OPTIONS p '1 '1 Mt adeProducLCbXtrvtY drOwmg no. AND FLORIDA BUILDING COMMISSION • • •• • I �'I+�'I wos-os DECLARATORY STATEMENT OCA05-OEC-219 sheet 2 of 6] • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 16YTYPICALEANCHORS - 1 SEE ELEV.FOR SPACING WOOD BUCK METAL TYPICAL ANCHORS 11l1YYYY000 i STRUCTURESEE ELEV.FOR SPACING - OR \ B= d' +q ° .°j o .d o , MMI-OADE COUNTY APPROVED WOOD STS URE E•R o A! • A! A MULLION k MULLION ANCHORS _1 SEE SEPARATE NpA i O OAe U TYPICAL ANCHORS TYPICAL ANCHORS e Q r-- SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING a r � 20 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM UJ a AND TRANSFER THEM TO THE BUILDING STRUCTURE. I J J i ,t2 2OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV.FOR SPACING vi LAI _ 1/4" DIA, TAPCON BY 'ITW' (Fu-120 M.Fym92 X51) Ci O: O 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES wm LL a 5 1-1/2" MIN. PENETRATION INTO WOOD tW 4 14 THRU 1 BY BUCKS INTO CONC. OR MASONRY E3 Oo o- 1-1/4- J1-1/4" MIN. EMBED INTO CONIC. OR MASONRY Z_ LL -- DIRECTLY INTO CONIC. OR MASONRY 3 z t 1-1/2" MIN. EMBED INTO CONC. OR MASONRY Qy-L J1/4" DIA T KS OR SELF DRILLING SCREWS (GRADE 5 CRS) ,�, W rn a i4 1 INTO METAL STRUCTURES 6 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 1 T A = ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 11 �i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ,A14 SMS OR SELF DRILLING Sly2FWS (GRADE 2 CRS) .4 INTO MWdI-RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") S 's (NO SHIM SPACE) ; lf y� IIA TYPICAL DISTAa 7G to INTO CONCRETE AND MASONRY - 2-1/2" MIN. 2 1 ••• • • • • • •• - - - INTO!HOOD STRUCTURE - 1"-MK INTO METAL STRUCTURE = 3/4' MIN. 2 • •t t 1 �•i •• `�io, m u CONCRETE cc o 3000 PSI MIN. • • • • • • • • • MASONRY f'm - 2000 PSI MIN. E,9,:JAVAD NMAD PRODU(."FREVISED e FLA.NES 70.5HI m M10ytny%ilh tlw fhdda - ° a • fq{ C.A.N. HuLldiug Cuda B • ••• 7g ••• • ••• / .�' n _.'< , , • • •,a • • • • EaLPAcuretL«L�r�e�ie .!q y S • • • • • • • • • • SEAL ANT My c = " ° e • •• • •• ••• �• , adaP.udnatcontrd- drawmq no.l " • • •• • ALLJOIOIINTTSSER D FRAME CONNECTIONS SEALED WITH ( W09-08 sheet 3 0( ) ••• • • • • ••• • • • • • • • • • • • • • •• •: ••• •t• i• •• FTEM PART REQD7 DESCRIPTION MATERIAL MANP./SUPPUER/REALARKS I FYIOI I FRAME HEAD � W63-T6 C' 2 FYI15 1 FRAME SILL I 6063- 3 FY103 2 ---_L6 I FRAME JAMB W63-TG 4 FY104 1 FIXED ATO.RAIL 6m T6_ zd 5 __FY105 VENT TOP RAIL 6083 T6 ----------- a FY114 1 VENT BOTTOM RAIL 6063 T8 7 FY107 2 VENT SIDE RAIL 6053-T6 a FYIGB AS ROD. GLAZING READ(5/16-LAM.CLASS) 6063-T8 BAFY109 As ROD. GLAZING sm(7/Is'LAM.GLASS) 6063-76 MIAMI-RADE COUNTY as FYI 10 AS ROD- GLAZING BEAD(INSUL LAM.GLASS) 8083-76 APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS FY116 21%WNT SASH STOP 6063-75 SEE ELEV.FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH.AT'r FROM ENDS 3-TS so LATCH ST.STEEL 12 SI.203P SWEEP it.AT 12-1/2'FROM ENDS ZAMAK JLLNAN --- S 14 120k #8 X 5/8* 2/LATCH LATCH INV.SCREWS Si.STEEL Fm SMS ------ - - 13 - 2/LIFE SET NO�BLOCK 2 rpo, 14 ig X I' AS REDO. FRAME&VENT ASSEMBLY SCREWS — CRS PH sms P.m. —2/VENT BOTTOM RAIL ASSEMBLY 14A _j8 X-3/8 SaFiwi CRS PH SMS 16 E207 AS REDD. BOTTOM RAIL SM -SERIES 101 NEOPRENE ULIRAFAB REQU. GLAZING READ BULB SANTOPRENE ULTRhFAB 16 E203 W23181 18 AS REOD. FIN SEAL VI*57MPPWG ULTRAIAB Ln 19 FY117 4/VENT SASH GUIDE CELCON NWM—PLASTICS IRA #6 X 3/8' 1/GUIDE SASH GUIDE INST.SCREW CRS OH SMS TYPE 8 t5 WINDOW tilOTH 20 SASH BALANCE _mNGcw _F210 2/VENT I..., — SUPERSOOST BY BSI 20A 8- BALANCE BALANCE MT.SCREW SMS _fB X 5/1� P 1H 8 21 - I AS REDO. GLASS SPACER — SILICONE FR"LOUIE M 0 a 22 - I 5118'BOX SCREEN OPIONAL TYPICAL ANCHORS 23 FY 120FLUSH FRAME ADAPTER 6063-To OPTIONAL SEE ELEV.FOR SPACING O w @) 1/4'MAX. VENT WIDTH 1/4-MAX. SHIMS SHIM TYPICAL ANCHORS 114'MAX. SEE ELEV. SHIMkk — 7 20 FOR SPACING is TYPICAL ANCHORS SHIM FOR SPACING SEE ELEV. tl �0 c WOOD METAL STRUCTURE 1 0111 WOOD SIR 14 lay \% 91 WOOD SUCKS JAVAD AHM p CIVIL D.L.On FLA.PE 70582 Building Cud- CA or • • • • • • • . . • • ••• • o 000 . • • • • • • • • r80-60M l•ou q!TtDI wv;<- ••...' •t ••• •t ••• •t R < $ 1 • • • • • • • ••• ^a . 3 � � �'^r anauollartGaq • • • • • • • o .. v st Nvo •••• s• ••• • •• •.° �� ' 7 wlmta•n 4p��Maiawa,m ESSOL l 3d,rou ------- _ a , N UMA7NAOMOIM annn aVAVr: dd A TIOIL�170�SIcfi — �m>o • ••• • • • • • • N • • • • • • • tiv • • • • • :60 • •• • • • • • ••• .. O _ONiOVdS NO! 7313 335 p yy • SHOHOW lvmdAL k3 PA �� o op O - - scalls Z N I t/ 'XV%.t/l r- 1 m 8 m z m N: b N 3 so 41 ON13VdS 903'A313 33S SNO ow NOIdAL o f C < _ Z VON 31VNVd3S 335 SNOHONV Nonlr 4-P NOmmmOMIOVdS a0d'A313 33.5 OMOVdS H03 V13 335 03AOUddtl/.1NIlOO 30V0-1%N% SNOHOMY"Whi 1 SH043NV WOld.0 l 7I131t L L: "2 750. 14 JI ,.688 613 —1 2.750 .082 i 1a - -- 1.,40 � Ct� FRAME HEAD L 1.202-1 ---2.072'.874- FRAME /• }}� .062 JAMB 6< 1.375 -1 1.601 .519 .394-�{ --- -�{p-.130 I Q —I.422 .045 •�3 .050 I •803 .045 I I Q FIX. MEETING RAILa -^I 1=04=7.o � J N 1.340- GLAZING BFJIDS U o 1. 434 ui 1.250 2.083 1.087 .082 ,'1�4.0 __-I JI 1.110-d .621 I OUWO VENT TOP RAIL VENT SIDE RNL c2 — r017 1.247— .0-62 .247 m1.445 1.929 ,.2 .078 1.14 34 SM1wnM��, - -.863 u Q e © DET VENT BOTTOM RAIL I1 SPRING LOADED LATCH VENT CORNER gig_ 2.974 • • •• • • • • • ♦v �,<m u .062 • • • • • • • • • 3,002E •• • • • •• i 2.888 n9r,JAVAD ARMAD PROtwcr Nev4S1it) FM ME CORNERS DETAIL S I ' .062 FOL PE t 70592 a tin with 14o Florida p I\ 3 O.A.N.45.'f8 mao No n O I 3 }--- ---- 500 —{ • ••• • ••• _ ®cpiAcoePltalAtn Daae Q 8 8 .871 00 3 _ .789 • • • • • ' py {,,,dlt -- Cl+:z ��._—._ ._) L • • • • • t, �1�"� - • • • •• • • • • • .I Mimn{DAd4 PtodOtt catdtor drOwin no. —7 ---2.811•--- • •• • • •• 9 - ----2.750 1 • • • • • • � [W09-08J U FRAME SILL 23 FLUSH FRAME ADAPTER _ --- sheet 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMFMWN-11-DADECOUNT' o DE PRODUCT CONTROL SECTION 11805 SA+26 Stm-et,Room 208 DEPARTMENT OF REGULATORY AND ECONOI.IIC RESOURCES(RER) h4iami,Florida 33175-2474 BOARD AND CODE AD!%IINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wvny.migiuldade.gov/economy ECO Windows Systems,LLC 9114 N.W. 10e Street, Medley,FL 33178 SCOPE: C) This NOA is being issued under tl a 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 imn ediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER res e es 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 Fequirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including tine If Velocity Hurricane Zone. DESCRIPTION: Series 11700"Aluminum Sliding Glass Door w/Reinforcements-L,NLI, APPROVAL DOCUMENT: Drawing No.W13-49 REV A,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on MAR 10,2013, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade CountyProduct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. :*Go:* 2.See approved configurations in sheets I thru 4.The max frame width not to exceed 192"t •'. 00 0 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo�zit kztate a11d"1es and.••; following statement:"Miami-Dade County Product Control Approved",noted herein. •••••• 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed ar�tlrt�s has&ui & ��•*•' change in the applicable building code negatively affecting the performance of this product.,•• •• • TERM(NATION of this NOA will occur after the expiration date or if there has been a m ision or chAage IS'the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en46ftl4ent of any,product, •, for sales,advertising or any other purposes shall automatically terminate this NOA.Faiture to eobiply r it oday ""•• section of this NOA shall be cause for termination and removal of NOA. • • • :0000: 00 0 0000 ADVERTISEMENT: The NOA number preceded by the wards Miami-Dade County,Florida,and fu114wed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 13-0912.02 ITOMrAMi•DADE COUNTY Expiration Date: March 20,2019 ° Approval Date: March 20,2014 Page I ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-49 REV A,titled"Series-700 Alum SLD.Glass Door(L.M.I.)",sheets l through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on MAR 10,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS I. 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 2Q 1-94 5)Cyclic Wind Pressure Loading per FBC,I Z 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D.Brinson,P.E. Note: The above referenced test report has an addendum letter dated FEB 10,2014, issued by Fenestration Testing Lab,Inc.,signed by Ms. Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 12/12/13 and last revised on JAN 27,2014, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS 1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS :909:. 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNem;1113 4 Co.,Vci,,for ••• their"Butacite 0 PVB interlayer", expiring on 12/11/16. • 0000.. 0000 0000.. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nenwa;r&CO.,Inc. for • 0000.. "DuPont SentiyGlas®Interlayer",expiring on 01/14/2017. "" • 0000.. 0000 0 99.09 000009 0009 0000. F. STATEMENTS •..0 0000.. 1. Statement letter of conformance and letter of no fmancial interest,prepared by Al Farooq 4's Corporation,dated 12/12/13,signed and sealed by Javad Alunad,P.I«. 0 � 9999:9 000.. 2. Lab compliance as part of the above referenced test report. • . . 0000.. .. . 9999 0 0 9000 G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. haq 1. Chanda,P.E. Product Control Exantiner NOA No. 13-0912.02 Expiration Date: March 20,2019 Approval Date: March 20,2014 E-1 4 3/8" CLUSTER OF ��/ . , 4 OR 6 ANCHORS q� 5"MAX. 13"MAX. AT INTERLOCK ENDS aYf HEAD HEAD SEE SHEET 6 FOR CAPACITY CORNERS 86"MAX. X, a Qi DDDR FRAME WIDTH A a h s� INTERLOCKS WITH OR WITHOUT Af II II REINFORCING SEE CHART#1 J h I I INSTRUCTIONS C ==-1t----yL=== E a USE CHARTS AS FOLLOWS. SEEP I SEE CHART#1 ON SHEET 8 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. w \ p STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT n ---- -T-- ___ •/i EXT.(+)DESIGN PRESSURE AS SHOWN ON DETAIN„ W o �j ' j�• STEP 3 SEE CHART 82 ON SHEET 6'FOR ANCHOR CAPACITY. a ii ii tc c� ---- STEP 4 TTHE k RU 3 LL.APPLYE OLEENNTTIIREESSYYSTE 1 ====?� -ii i, g �Z. DAYLITE OPENINGS VADTHS: _pp FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" II=== 'I T�o�tieduINsg.6bk�+ I O INTERLOCK-ASTRAGAL = PANEL WIDTH - 7.250" g �t 6� Cate t'f W rn w -o DAYLITE OPENING HEIGHT: PANEL HEIGHT -- 6.50° PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" AUNTIN 41 3/4" 41 3/4" FALSE I OPTIONAL D.L.OPG. D.I.OPC. THESE ODORS ARE RATED FOR LARGE 8,SMALL MISSILE IMPACT, 48 7/8" $ `d SHUTTERS ARE NOT REQUIRED. PANEL.WIDTH 46 7/8" PANEL WIDTH SICRIES-700 ALUMINUM SLIDING GLASS DOOR Alt 6"MAX. M THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COpIPL]( t3`JdWt o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDNNI;AIRY• • • • • •• CORNERS SILL �� S HURRICANE ZONE (HVHZ). • • ••• • • • • • CLUSTER OF LAMINATED GLASS g 1 BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHOREC gROP&7 TD • • • ••• • 4 OR a ANCHORS INSGL. LAM. GLASS • • • • • • • • AT INTERLOCK ENDS LARGE MISSILE IMPACT Y TRANSFER LOADS TO THE STRUCTURE. •• ••• •• • • • •• SEE SHEET 5 FOR CAPACITY ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS Eagr.JAVAO A/9AAD a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. cMt t ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL O ENATION RCA34 Y 70692 8 NOT PART OF THIS APPROVAL. • *00* • ••• • ••• A LOAD DURATION INCREASE IS USED IN DESIGN OF:6WRS Wi0 W0404Y. t • •• • • • • • 04 drawing ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND%04comuntLE. • •• • • •• g no. COME INTO CorTACTGWITH OT LIMITED TO MATERIALS tome. MEET THE•• W93-49 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. shoat 1 of 12 0:0•• • • • • 0:0•• • • • • • • • • • • • • ••• 0 0 0 009 0 0 CLUSTER OF M 5"MAX. 13"MAX. 4 3/8" 4 OR 6 ANCHORS /w w HEAD HEAD Typ AT INTERLOCK/ASTRAGAL ENDS �Y CORNERS - -- SEE SHEET b FOR CAPACfiY rz Q o d 145 7116' Q; Pi DOOR FRAME WIDTH INTERLOCKS WITH OR WITHOUT �A! I I REINFORCINO SEE CHART#1it li LLTT l 0 iI l C ===Yk====yY=== cd •.g ~ � $Q II II O a II II (r� II II 'b V! II II ___lF____ar___ II II �j n I I B Wye � 42 1/18" 42 1/16" Y1 0 FALSE'PMU;NN D.L.OPG. 9�3�8" anpppprovedaeoAapy3a8•iWNN P9ortdsOuWFnBCgde o 49 8/18" PANEL WIDTH Ajy zo PANEL WIDTH MIA"{` e r e—mlro) tai ASTRAGAL` INTERLOCK` �. F Lt•.�(�„y� �� ' 6"MAX. I t • ' 0 3 RNS 9 •.�� •• • • • • • OF 4 OR 6 ANCHORS CO '8 • • • • • • • • • AT INTERLOCK/A5TRAOAL ENDS o a • • • • SEE SHEET b FOR CAPACITY • • Y oxx • • • • •• ..• •• . • . •• �eTapO piiµa0 _nn 77 !v e CCA J6 ~ ••i i• • ••i i• • i i i• t�ir'lir,� ``T drawing no. • •• W13-49 sheet 2 oT 2 • . . . • • • • • • - • •. .. • • • .. •. ..• . • • ••. • • OF 8"MAX. 13"MAX. 4 3/5" 4LOR 8 ANCHORS SEE IME"5/A5fRAGAL ENDS M HERO HEAD TYP. SEE SHEET S FOR CAPACRY CORNERS CL J 192" o 7}A " ODOR FRAME WIDTH v a � � INTERLOCKS INTERLOCKS d) II II WITH OR WITHOUTli--___�t- WITH OR WITHOUT REINFORCING REINFORCING=�{-----{�- SEE CHARBI YI tII I1 SEE CHART Q1 II II tl II II II C ii y i� ii H I I I I OL ol aL--- pD -tl--- TE o;1 8 WmB � O 42 1/18" 42 9/19' -1114 FALSE MUNTIN D.L.OPO. D.L.OPG. OPTIONAL N 49 3/19' ' PANEL WOTH 49 5/18° �ataw •ithide INTERLOCK PANEL WR1TIi ASTRAGAL INTERLOCK 5"MAX _ '• � •" 8Y m e SILL 13 MAX. CLUSTER OF _ CORNERS SILL •�� •• • • • • • •• y-�4 OR 8 of S AT INTtiRLOCKIASTRAGAL ENCS a • • •• SEE SH1U 5 FOR CAPACITY • •• • • • • • X • M •• ••• •• • • • •• Etrer� CIVIL� ¢ flC,A.h.PE i TIiS9Z jj •.. • • • • • • • r• >`rI drawing no. • • • • •• • • • • • u1i1 � I3 :• :' •.• :• W13-49 ' sheat 3 of • • • • • • • • • • DOOR FRAME W u A G E NOTE: O w D 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS4. Fd REQUIREMENTS SEE SHEET 5. O,+ 9 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 8. INTERLOCK � n OX(SHOWN) EXTERIOR h X° DOOR FRAME WIDTH g d DOOR FRAME WIDTH �r F D ASTRAGAL � a 1 V On(SHOWN) EXTERIOR N XXO � DOOR FRAME WIDTH r] ts DOOR FRAME WIDTH EG W A Q o��ws M vi D ASRNOle. $c. 9 z I S INTERLOCKUS Oa R 0 OXO(SHOWN) EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH A 8191 09 CCampvd as ate lis9 WobybE 4 .D 0 0. O � CID : . WTERLccw : : ." INTERLOCK a Oxxx(sm-, • •• • • • • ••• • EXTERIOR OXXO • • • • • • • • • DOOR FSE WIDTH XXXX &r.AVAD MW CNIL i4PPROVED CONFIGURATION S i 70892 8 •.• • • • • • • • l drawing N0. • • • • •• • • • • • •• .• ' ' •' W13-49 sheet 4 of 12 • • • • • • • • • • CHART g1 CHART $2 3/16'TEMP.GLASS AS , DESIGN LOAD CAPACITY - PSF(GLS) u GLASS TOAD CAPACITY ^ PSF (ANCHORS) 3/18"HEAT STREN'p GLASS 3/8'AR SPACE �TYPES GLASS TYPES '8'.'$1' 'A','Al' 4 ANCHM 6 dBCtONB AVERAGE a=FRAWAVERAGE DOOR AT IRO. AT Um. MO"INTERLAYER 3/18'HEAT STREN'0 CLASS PANT 601H HEICH7 WITHOUT REINF. 1TPPH ILBINF. qyy Umm HMO E sma am sma an SENTRYGLAS BY'DUPONT' maks wcx2S EM.(+) MT.(-) EV.(+) MT.(-) van aaNs ExT.(+) INT4-) ExT.(+) INT.(-) 090"INTERLAYER 30 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 3/10-HEAT STREWO GLASS SENTRYCLAS BY'DUPW4T' I 36 70.0 80.0 70.0 80.0 38 70.0 80.0 70.0 80.0 3/16"HEAT STREWD CLASS 4 42 82 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 60.0 48 70.0 80.0 70.0 60.0 48 70.0 7S.2 70.0 BOA � 64 82.2 71.1 02.2 71.1 54 1 1 62.2 70.5 62.2 71.1 pp..r/� 30 70.0 804 70.0 BOA 30 70.0 80.0 70.0 80.0 'ted / 23 �',I \\ ' F 23 I \ N m 38 70.0 80.0 70.0 80.0 38 70.0 80.0 70.0 BOA ^. 1 u n 28 42 84 70.0 80.0 70.0 BQO 42 84 70.0 78.1 70.0 80.0 FI�I SILICONE II I! 1 SIUCONE I 11 it OOW 48 70.0 80.0 70.0 eoo 46 70.0 72.7 70.0 eoA DOW 899 899 I I I 6462.2 71.1 a2.2 71.0 54 62.2 88.0 82.2 71.1 ' t 30 70.0 80.0 704 80.0 30 70.0 60.0 70.0 80.0 36 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 d 42 90 70.0 $OA 70.0 80.0 42 90 70.0 72.2 70.0 80A /CARDINAL 7Q r 48 70.0 80.0 70.0 80.0 48 88.i 88.1 70.0 80.0 ♦ ♦ i EOGE SPACER 84 - - 62.2 71.1 84 61.5 61.5 622 71.15T.STEEL .GLASS TYPE 'A' GLASS TYPR 'Al (j 30 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 7/18'OVERALL LAM.GLASS 1"OVERALL INSUL IAM.GLASS 36 70.0 80.0 70A 80.0 36 70.0 74.6 70.0 80.0 42 6b 70.0 80.0 70.0 80.0 42 96 88b 06.8 70.0 80.0 3118"TEMP.GLASS 48 70.0 80.0 70.0 80.0 48 60.5 60.6 70.0 804 54 - - 82.2 71.1 54 58.2 582 52.2 71.1 3/16'HEAT S REND GLASS 318"AIR SPACE 30 70.0 BOA 70.0 80.0 30 70.0 no 70.0 80.0 •�� 3118"HEAT STREWD GLASS � CO 36 70.0 SOA 70.0 80.0 36 70.0 72.7 704 80A I., 98 98 BLRACITE PVB BY'DUPONT' 090'INTERLAYER 42 70A BOA 70.0 80.0 42 84.7 64.7 70.0 80.0 BUTACTTE PVB 8Y'OUPomr O O M 48 70A 80A 70.0 80.0 48 R. 88.9 70A 80.0 3/16'HEAT STREN'p GLASS � Q.- 30 - - 70.0 50.0 30 704 80.0 70.0 80.0 3/18"HEAT STREN'D GLASS Z$J 38 102 ^ - 704 80.0 36 102 89.2 69.2 70.0 80.0 3i Z�; 42 - - 70.0 80.0 42 81.5 81.5 70.0 80.0 --^ I I O tl.O 48 - - 70.0 80.0 48 654 55.9 70.0 80.0 a � /� �I II �� S � / II 11 �I � � U'^w 30 - - 70.0 80.0 30 70.0 76.0 70.0 80.0 F / 23 II It \ y 23 �i �i i t \ K \ 38 - ^ 70A 80.0 38 84.6 84.8 70.0 80.0 J 1 II 28 \ � / i ii it 26 \ 42 108 - - 70.0 80.0 42 108 37.3 57.30 70.0 80. 11 11 SILICONESILICONE 48 - - 70.0 So.O 48 s1.9 51.8 70A 77A I it ; ! DOW 888 I ;� �' ! Ix1W 1 7 �♦ i� �♦ � CARDINAL XL EDGE SPACER ST.STEEL 6 7 GLASS TYPE 'HGLASS TYPE 'HI 7/16'OVERALL LAM.MASS 1'OVERALL INSUL LAM.GLASS •• • • e . • AW-Da"OR(+)LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS • • • • • • FWi IIDORS WITH 2-3/4"SILL HEIGHTS. 17 • •• •• F84t 2P SILL HEIGHT LIMIT ExT.(+)LOADS TO 47.0 PSF • • • • • • • ORS 1-t/8"SILL MOM ARE NOT APPROVED FOR L INTERIM=WITHOUT REM, INTERLO • •FSHtITRATION RESISTANCE 7 DETAIS j I Fj-..uCv LwsunX PE O NOTE- �.N.20592 S SEE CHART 1 FOR DESIGN LOAD CAPACITY OF WAIRED GLASS SIZG i.W REINFQRCEMj g. SEE CHART f2 FOR ANCHORS CAPACITY. • • • • • • • NOTE: LOWER VALUES FROM GLASS OR ANCHOR•CTOT WII.L A%rL1'Y=0•EN7I • • GLASS CAPACITIES ON THIS SHEET ARE X1'1 • •• 0 0 a 0 :0 BASED ON ASTM E1300-09 (3 SEC. GUSTS droving no. AVERAGE PANEL VADTH n DOOR FRAME WIDTH• 0 AND FLORIDA BUILDING COMMISSION W73-49 (VAX 4 PANEL OR LESS) NUMBER OF PANELS DECLARATORY STATEMENT DCA05-DEC-219 - sheat 5 of 72 1: ••• • • • • ••• • • • • • • • • • • • • 1 B OR 213Y WO00 BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. a TYPICAL ANCHORS: SEE ELEV. FOR SPACING r TYPE 'A'— I& DIA, ULTRACON BY 'ELCO' (Fu-177 K51,Fym158 KSI) p 4 g INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1� 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— 1/4" DSA, ULTRACON BY'FI_CO' (FU-177 KSI,Fy-188 KSI) DIRECTLY INTO CONCRETE O 1-1/4" MIN. EMBED TYPE 'C'- 1/4' DIA. SELF DRILLING SCREE (CRAVE 8 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) fA INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J a^n —A?.SILK O o TYPE '6= 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 K51,Fy-185 KSO A DIRECTLY INTO CONCRETE Z L — —1-1/4" MIN. EMBED — — — — — — — I I Z —I — — — - —0 JAMBS-- — — — — — TYPE 'A'— 114- DLA. ULTRACON BY 'El CO'' (Fu-177 KSI,Fy-15B KSD W 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" DIA, ULTRACON BY 'ELCO" (Fu-177 KSI.Fy-155 KSI) I R Coa }vl2nax o DIRECTLY INTO CONIC. OR MASONRY Detolz.tfeE xoAr., .o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I IN I se d p� rorl Rut TYPE 'C'- i4" DIA SELF DRILLING; cREW_C (W-W 8(22.5) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) •y INTO MEW S •• • • • s STEEL : 1/8"THK. MIN. (Fy s- 36 hl&INZ • ••• i •*• < ALUMINUM : 1/8" THK. MIN.%63-T5 MIN.)•• • • • • • (STEEL IN CONTACT WITH ALUM&WM TC:ErLA:ED:Of:PIM ) ---- — — —••-- •-••—•r •--- �—• if'•• Engr 4WA D ARMD •- ANCHOR EDGE DISTANCES CmL KLA PtS9 70892 CAA " INTO CONCRETE= 2-1/2° MIN. INTO WOOD STRUCTURE m i"MIN. • ••• • ••• • ••• INTO METAL STRUCTURE - 3/4"MIN. • • • • • • • • ••• • • • • • • ."N'' I, ', 4 drawing no. CONCRETE AT HW,SILL OR JAMBS f'a� ',�00 MIA, •• • • • • • C-90 HOLLOW/FILLEO BLOCK AT JAMBS Pme- 2Q0O PSI MWO• i• ••• i• W13-49 - sheat 8 of 12 • • • • • • • • • • TYPICAL ANCHORS SEE ELEVS. taY WOOD SUCK v $ F R SPACING (SEE NOTE SHEET 1) •'E GE,DISI. •1 &"". ,, •. METAL ro •- '+ CTURES L�NCRbTE 01%8 THK. d, EDGE DIST. EDGE DIST. za STACCEREO STACOERED F I 18 O TYPICAL ANCHORS M 4 O �NYPICE�CHORS R SPACING FOR SPACING 1 1' MIAMI—RADE COUNTY I I 1: 1 �R MULLION� 10 II Ii I Ij i, Ij II II it II I I' it II II II I-_STAGGERED— i I Ij II I I i II II I f I III D � Will plging Fl�(;Af I I I II II A proved ae n TYPICAL ELCHORS a yo p dSEE W FOR SPAM 4 WEEPHOLES: Z 3j2 W1 = 1-1/2" LONG NOTCH AT EACH END. h n q h h W2 = 3/16" X 3/4" LANG WEEP NOTCH AT 22" FROM ENDS —w AND 36" O.C. LAU OI m I! ! II II II W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS u U u I CI AND 36" O.C. li I i Y Ij W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS , AND 36" O.C. it i b u it PILE PADS: tt '• II a 14 P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH 48 13 P2 = SELF ADHESIVE PILE PAD O as 1" X 3/8" X 1/4" HIGH a m B 4 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN • •• • • •• _ 2-1/2" X 1" X 3/8" MGH a o s i • i NP4 = OPEN CELL FOAM-AT INTERLOCK & ASTRAGAL < 2i ••• •• \ 4]rs 2" LONG X 1-7/16" WIDE X 7/16" HIGH n W3 • • • • of i e Engr:JAVAO AROD g .. a •::._•• ........ ....:. °'.• 1 38 .CONCRETE ::: . NOT APPROVED LIMIT MAX. LIMIT MAX. FICA,:IX."70682 75 d• 3,1C'jta ' ` '. ..' • •' •i•• •.. .�j ,;••.X3 FOR WATER RESISTANDE EXf.[[+}LOADS EXi.(+)LOADS NN• • ••• TO d7,0 PSF TO 701 PSF g EDO •oar.•:.I.e•.1jiq!!i�.:• .. • • • • •• • • • •• SlaHEIGNT ED'• T�PICN.•VICH01t5• • • VS WATER RESISTANCE EXT(f) LOAD drawing no.Pt • • EE ELMS, • • SEE CHART 1 FOR DOOR CAPACITY W13-49 FOR SPACING sheat 7 of 12 • • • • • • • • • • ••• • • • ••• • • t• V TYPICAL ANCHORS PANEL WIDTHSEE FORCING FOR SPACING SAS REOD. M SEE SHEET S TYPICAL ANCHORS O P2 FOR CAPACITY © D. OPG. O �E HORS SEE ELEV FOR SPACINGFOR O . {J� J � •• ______ __ _1 Q 1lllffff�� O zz p, If nip ci r t7 WTERLOCK •'. y' r S v a 28Y W 21 8WD BUCK OR .q' W000 CTURE ° •w N ' EXTERIOR SEE NOTE EET t °5Z . .:' P3 a ZeSi .t.•' PANEL MOTH p0 .••1/4°MAX DOOR FRAME WIDTH i/a,MAx. 3yS a, SHIM SHpA Z PANEL N701H O O.. pThufai ua amyul.uA.,:AU FletfdaNe4dirgCd[q_e . M{ww PtaQ•et P3 gI,_1�A•�� 8 x: •• ••• Engp JAVAD+y�A�"O C.AN.^FLA.PE0M ••• • • • s • • 27 EXTERIOR rT6 ({taa droving no. • •• •• W13-49 • • ••• • • PANEL WIDTH sheet $of12 • • • • • • • • • • ••• 0 0 • 000 0 0 PANEL VADTH REINFORCING PANEL WIDTH AS REOD. O SEE SHEET S O.L. R CAPACRY I O. OPO. O D.L.O. OPO. O P2 O P3 A 8 7 LL TYPICAL ANCHORS SPAC FOR Y, a:um SEE :imi57.»ii:r:::."r38• yrsara. QUANTITY .....mM � r Y t w YYtt: •'ilh ::�.� Y••••••^~«�'•:'K~�Y«Y �� TTT.ST $S� n>txaat aua f afa 22 «...'W.�M'•.Y.W tr — —— —— — \ N 6 to 2 27 t'L•'•�:._:.«........,::»:.. METAL � U ASTRAGAL M'•.,•INTERIOq( .. � STRUCTURE g 17 EXTERIOR D.La 1 PANEL WIDTH 27 O = OO 600R FRAME WIDTH t/SHIM_ Z 3LL 0, g ow--E3 0 hDPrwicd 0co#*InSwith tu Flork48n ode Fk f o •• ••• • • • • • •• o • • • • • • • • • c a 17-MM AHMAD FLA.FCE.t 70892 k • ••• • •e• • or • i i• • ei i• • i i i• �UI.1 • •• W13-49 sheet 9 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Iram rP PART 0 QUANTITY DESCRIPTION MATERIAL MANP./STIPPTm/REMARES 1 E701 1 FRAME HEAD 6005-75 - 2 E702 1 FRAME SILL 0008-75 3 E7O3 2 FRAME JAMB 8083-T8 - 4 E7O4 2/PANEL PANEL TOP AND BOTTOM RAO. 8083-78 - !+ " 6 E708 AS ROO. PANEL LOCK STILE 6083-78 - 6 Em AS REDD. PANEL OUTER INTERLOCK 6083-T6 - 7 E7O7 AS READ, PANEL INNER INTERLOCK 6063-T6 - 8 E7O8 AS REDD. PANEL MALE ASTRAGAL 6083-TS - LL 9 E709 AS REQ0. 1PANEL FEMALE ASTRAGAL 8083-T8 - 10E710 AS REOD. GLAZING BEAD 7/18'IAWI CLASS 8083-78 - 11 E711 AS REOD. GLAZING BEAD 1"INSULATED GLASS 6063-76 12 E712 AS REDD. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS REDO. 2'SILL RISER 6083-T8 - 14 E714 AS REDD. 2-3/$SILL RISER 8083-76 - 1S E715 AS REOD. FIXED PANEL CLIP 8083-T6 - 17 E717 AS READ. INTERLOCK STIFFENER(FULL PANEL LENOTH) 6083-T6 - 18 #10 X 3/4'HWH SMS AS READ. FRAME ASSY.SCREWS ST.STEEL - 18A ®10 X 1'FH SMS AS READ. PANEL ASSY,SCREWS 5T.STEEL - i8 J8 X 1/2'PH SMS 2/4nLIP FIXED PANEL CLIP SCREWS ST.STEEL AT 3"FROM ENDS& IB"O.C. 20 #10 X 1-1/4'PH SMS 1/ROLLER ROLLER INET.SCREWS - NOT SHOWN i 21 WEATHERSTRIP AS READ. FRAME AND PANEL WEATHERSTRIP - FN SEAL.190 HIGH BY ULTRAFAB o: 22 E238 AS READ. INTERLOCK BUMPER{RILE SANTOPRENE ULTRWAS N 23 E203 AS RE0O. OIAZING SEAR BULB SANTOPRENE ULTRAFAS.OUROMETER 8638 24 PRO3-8008 2/MOV.PANEL ROLLER ASSEMBLY - INTERLOCK(1/2"WTO.SPACER REDD.) 28 E718 I 2/PANEL FRED PANEL SKATE OMAN 28 $8 X 1/2"PH SWS 2/CUP FIXED PANEL SKATE INST.SCREWS ST.STEEL ] 27 -• AS READ. 3 PLY DUAL PONT LOCK ASSEMMY - W INTERLOCK Lp M 28 AS RE0O. BUMPON(SILICONE SPACER) SILICONE 8Y fWWK LOWE $o Z y^� I ,tAS Wmm Q SEALANT: wpalvtGllEK ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ApMO 1 0 WHITE/ALUMINUM COLORED SILICONE. Prodpel 0.0 F qr JAVAD CML 3 FLA.PE D 71L'i82 33 •�• ••• 9:0 • ••• 4t $ ••• • • • • • • • • • • • •• • • • s i t1: : fi E) drowing no. :• ••• :• ••• Vb W13-49 sheet 10 of 1 • ••• 0 0 • • ••• • • • • ••• • • • ••• • • ••• • • • • ••• - z ao z c 1-48 ' t,A miss 3KVIP 6t—Ii!LM :,.,.O-1 , ;i�;'} •• • • •• • • • .. • •ou 6upaoJp _ • • • • • � � � zesoa toad VIA p OvrIFN ovAvr usu3 • w � � • •• • � s Wpa • K —4— us4H" mmmPsam� et 0 Zv N n � 3 _ 8 ry�d 91 �