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WS-18-2058Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ■ Perrn Permit NO. WS-8-1 8-2058 Permit Type: Windows/Shutters rfication: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/1/2018 Expiration: 01/28/2019 Parcel Number Applicant 9555 NW 2 Avenue Miami Shores, FL 33150- 1131010240150 Block: Lot: MARCO ANTONIO MORALES Owner Information Address Phone Cell MARCO ANTONIO MORALES 9555 NW 2 Avenue MIAMI SHORES FL 33150- (305)956-8203 9555 NW 2 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone FOUR BLR DOORS CORP (305)776-2443 Cell Phone Valuation: Total Sq Feet: $ 20,092.82 0 Type of Work: 2 DOORS IMPACT REPLACE AND 13 WINDO No of Openings: 15 Additional Info: 2 DOORS IMPACT REPLACE AND 13 WINDO Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $12.60 $3.75 $2.50 $4.20 $250.00 $9.00 $16.80 Total: $298.85 Pay Date Pay Type Invoice # WS-8-18-68409 08/01/2018 Check #: 3759 08/01/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 248.85 $ 248.85 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI constructioi an VIT: I certify oning. Fu -r u orized Sign t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating , I authrrize the above-nam d contr tor o do the work stated. / O 071 ! d August 01, 2018 e: Owner / Applicant / ontrac r / Agent Date Building Department Copy August 01, 2018 1 t BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313$ Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 !!FBC 20 I� Master Permit No. Yv1s I8 w 20S S Sub Permit No. RECEIVED AUG 012018 QJk a-1-N BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: City: CONTRACTOR DRAWINGS G5's5 N(A) 8.nc) AUQ, Miami Shores County: Miami Dade Zip: ,AW5 O Folio/Parcel#: I \ — 61)1- aaLk - d 1 50 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:_1 , Flood Zone: BFE: FFE: O OWNER: Name (Fee Simple Titleholder): C%j -tIVVI tO 'L a S Phone#: ; ) O5 cis -co - eprb 3 Address: S-55 / and aue- � � SO /-� City: 6-1-IC(, m i S `� ✓' r S State: Y' , Zip: I Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: s7 ~I .2-3 NA-1 City: I1 I P1 " i /i r 5 Sin I Qualifier Name: U our COQ-S CoU• I so rt 4 (� zip: Z6 0 (LI State: Phone#: 3 - LA5 CA m iY\L-- Phone#: 305` tCo -a tcs State Certification or Registration #: C i C (5a30 69 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ t?-I✓O 7Z`tZ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition /� Description of Work: (c--?) 40 2S j r Cc_.�'il1 rP, (c cc-: a 0c( C.3J �(y7d2oO) Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) K 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 seve (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rection fee will be charged. Signature OWNER or AGENT Signatu CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 , 20 / by ((/ 7 day off7 , 20 / A , by �L�Ij�l CO ad TCAtX_S, who is personally known to me or who has produced .' 4 " / / / Le as identification and who did take an oath. NOTARY PUBLIC: Sign: Seal: �}RY FYB ************ APPROVED BY LUIS G DOMINGUEZ Ccrnission # GG 213217 Ede Thu9licet.' ** day of k(rlcwho is personally knout o me or who has?tfoduced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: rho LUIS G DOMINGUEZ ***************************** * * **G'id1rR91ittiM>E�E#218 4p******** Exync July 18� 2022 o��EOFFI��e Eandedn.uBu�e�Naaysrrbs Zoning • Plans Examiner Structural Review Clerk (Revised02/24/2014) 8/1/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-024-0150 Property Address: 9555 NW 2 AVE Miami Shores, FL 33150-1705 Owner MARCO ANTONIO MORALES TAM HO NGUYEN Mailing Address 9555 NW 2 AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,029 Sq.Ft Lot Size 8,475 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $186,433 $186,433 $186,433 Building Value $152,175 $113,369 $141,593 XF Value $670 $680 $690 Market Value $339,278 $300,482 $328,716 Assessed Value $339,278 $300,482 $113,186 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $215,530 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Widow Exemption $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 BONMAR PARK PB 17-11 S1/2 LOT 4 ALL LOTS 5 & 6 & N1/2 LOT 7 BLK 4 LOT SIZE 75.000 X 113 Generated On : 8/1/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $0 $50,500 Taxable Value $289,278 $300,482 $62,686 School Board Exemption Value $25,000 $0 $25,500 Taxable Value $314,278 $300,482 $87,686 City Exemption Value $50,000 $0 $50,500 Taxable Value $289,278 $300,482 $62,686 Regional Exemption Value $50,000 $0 $50,500 Taxable Value $289,278 $300,482 $62,686 Sales Information Previous Sale Price OR Book- Page Qualification Description 10/06/2017 $363,000 30723- 1848 Qual by exam of deed 01/26/2016 $305,000 29971 4166 Qual by exam of deed 12/01/2006 $0 25313- 1880 Sales which are disqualified as a result of examination of the deed 01/01/1990 $80,000 14389 3267 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ackrwled ement: ier/Owner Signature Date Pz3fnit Name • 12-PW37" X 38 3/8• NOA 17-1102.20 ZONES+36.7/ -08.9 NOA 15210.1 X 011/2' NOA 15210.] ZONES +36.7/ -39 ] 12 113 14-PW 374 X 38' 140A 17-1101.20 ZONES +36.7/-39.7 15-111( 37 1/2' X 39" NOA 17-1102.23 2ONE4 +36.7/.39.7 15 16-PW 371/2"X 51 1/4• NOA17-1102.20 n ZONES +36)/-39.) &ARAGE 1 12-FD 36"X82" NOA 18-0319.13 ZONES +36.7/-39.7 Miami Shcres Village ZONING. QEPT BLDG DEPT: SUBJECTTO CCMPUPNCE WITH ALL FEDERAL STATE AND CCUN1Y aUL',=S AND REGULATIONS BATHROOM BEDROOM 1 11.10-PW 55 1/2' X63' NOA 17,1102.20 ZONES +36.7/-43.9 ®1X4X551/2 n1 11D 1 r B I 73 m rri • cri • • • • • • • • • • • • • • • • • 9-PW 37" X38 3/0' NOA 17-1101.20 ZONES +36.7/ 48.9 e-NR 53• 3505/8' NOA 17-1102.23 ZONES .36.7/-48.9 EGRESS -' BEDROOM 3 BATHROOM BEDROOM 2 8-PW 37' X 50 5/8" �8 NOA 17-1102.20 ZONES +36.7/48.9 ]-HR 374 %383/8" ENOA 17-1102.23 ZONES 436.7/ -39.7 6-PW 53'X 52' W NOA 17-1102.20 ZONES +36.7/ -430 a 1-PW 74'X505/8' NOA 17-1101.20 ZONES+36.7/-48.9 EGRESS 2,3-PW 55 1/2"% 63" NOA 17-1102.20 ZONES +36.7/-39.) QMULL1X4 X63 • • STD 36 1/2• 79. NOP 18-319.16 ZONES+364-39.] • • • • • • • •• • • • • • 5-N 74+ O 5/8' • • • • • NO ]]-1 2.23 • • •: •: • • • ZO 0+3 /-39.> • • • • • • • • EG •ES • • • • • • wzi5 cla4 FOUR LR NOORS.00RP ]NW 159th ST Miami Wes FL MIS • • • • • • • • MARCO MORALE3 FL•J]15� • • • • Location: 3555 NW 2N0 AVE MIAMI SNORES • • • • = • • • • • • • • • • • • • • • • • • ••• • • • ••• • • JOB: FUR0R Sheet 1of1 I I FLORIDA. RUILEANG COPE 2917 sth 91.- ASCE.ISEI 7'.-1 -11VIN0 LOAD TABLES -178; 175 mph 6ndc,.4•4•1 Rulktag with iMaii roof hel-ght e.thn or gs!Pr4 atao Ret EXPOS Utig o AND - LoP.D PA 01'01340,B INQLUDE- WPNE) PRE5.51)R Irf.ir v L0Cf1Y - 600511RE' C Duild trig Height Roof Slope fc.ss Ilion 10 des rces ks of 461ope Ejrceitw -1-1,011 10 de. cirw,...,5 Po c...-„it ive f‘,1,eclatEva Pasiti.,,t Negativa 2:4 & 25 24 : 25 :A a z5 z4 z5 ' 0-X 344 37_5 46.1 31:5 41.0 50, lit 16-2:0 .36,s 30.s 49,0 40.2 43-6 53. a -- 21-30 40.9 43.4 53.4 43.7 ' 44.4 56,6 31-40 42.5 46.1 56,7 46.5 50.4 62.2 •41-50 44,6 48,3 59.,4 45,7 52_8. 51-60 416:3 50.2 61.5 50.6, 54-9 I 674 LOCATIU EM(Fil Op,oW:suko col IN1Y, PAII:d 15E4C"-I MD OTItag COIJNIPE r-R.t..$1J1„E5 1/.1 VEL - 5r0LJE C 5uitc/i119 Roof SkliF:- rEgSZ than HeIght 10 dr.s i"-Zo of Skp gre,c41-E.r than 10 &grecs Pos-itly gietHve-.. Positive Ngative 25 5 z4 tg g5 2425 49.1 ZEJILUI 4' 3 43.4 EMI .;o., a 62.1 ' • 15 217,30 , 42,4 46,0 I a6.6 31-45 45.1 I 45.13 I 601 49.2 53.4 I 65-9 56.0 I-67-1 41-5D • 47.2 I 51,2 : 610 514 51.-60 4.9,1 532 65,4 616 582 I 712 LOCRTIOF Ex4reitE MfAlyll-PADff CO uNry . W1NP PRESSURES UM rsr. IR I VELOCITY • aref.l'ilke., 9uil-51-49 Heiuht . . Roof S$Aspz.-. less 114rai , ' 10 deeirci-ea• Roof Mope FrE0.-1z4' thank 10 degt,ses PotiifiYo, Meg Eltivz roai Sive ieslative 24 et 251 z4 1 25 24 A 5 z4 25 045 4.2,0 I 45,5 I 56.0. 45.9 49,8 644 16..20 44.2 I 47.$ -I 53.9* 48:2 52,3 , 64.6 21-30 47.4 . 51.3 I 63,.! 51;7 ' 56.1 69,3 3.1-40 49.8 54,0 66.4 54A 59.0 72.8 4t-50 314 I 56.1, 69,0- 56,6 i 61,3 :, 75.7 51-60 53,4 I 57.5 I 71,2 55,4 ! 6.3..•__ 3. ,i_12183i. 1.mrigori F.....60N.ekg,v coum-r„ f•ALM B5P.t.:1•1 AND %Vt. •• E.,tiAMPitU CO th‘lii,r4 WIND Ple,-.S4-,',1.1RES • VLLOCTY - LIR.V D • • • • 81411dir,9 Roof Slope. kss 1-11n11 Hsight 10 de.grecA f:,::•,Q,..,-.f 5 kiptt sit-l-qi1-41: than 10 depleuti • Paw-1 Ne,54-fh',3 Pii64 Nevi ii• 1 24 c.,t 25 z4 25 24 45, z '• • 5..15 I 44.5 48,2I 59.3 44:6 ' 6 ,1 16-2 I 46.5 , 59.3 6 2...4 5 .. Efila 55.4 , ,2,5 , -•• 4 77,1 21-30 I 5(12 54A 6b.5 L-1-4-B 31-40 I 52.5 57.2 , 70.4- 51.6 41-50 I 54.9 59.4 73j 6 .0 65:0 80.2 51-80 I 56„6 61.3 75.5 61.5 671 529 LOCATION I Pit&MI-DA.DE c'e,,[...8-7--ie E•PIttELE I r - • • • • • • • • • • • • • •• .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • OE NERAL NOTES: • 1- Ti-iSFX TAELE5AREAPRICAP.1. ONLY FOCAJ .c.,111.6,-: IFIP: Wita..4241-t FOFC014__FilriFfir's Mat:VA/VW ,:741-1.RAVAK Al-koriERS, 1-iiAM:11.9 MO COORVAPRICAELE TO•A SPEL1FIC PROJECT. Trt-g. CONTRACTOR 141..15T PROPERLY Vi.I.-. ECT 114 DErSi IN FRES-SURE ACCOR01-101,1" VM-1 THE EV:TING CalD81014 Nit] MB liTorMAnCV.1 SE ‘,11:55Etz5 Vt THE Ci'fI• AUTHAITEa. 2- PLEAT, 1\10TE 114AT A .3POCIFIC PROXCI corci-xim 18 HOT ,61•MLYZE0 01CR2M Y0 EN Tlin 015(tilEE11. THE .5.PilATME. P1,10,8E25.1.4•09708.1)011 THIS ORAVilkle P3 ONLY .1',,f7l. ICAD.Lii" ft, I' I- E GEW-l1!:VAPEADAW134,,,F78A569 [110E T-10 P50,1CAT1r..44. U- CO M01U-8E THP i S1-1EeT IF 11-1E81TE MIDITKVI Ka' ttfOr COVERED 5't T1-TIE15 014 A %1E,SPrCUP:le, EVAIUMM4 d.PEi4.112E1.3 BY T/-15. CITY r-IfFlarila. . 4- EXPOSURE g•(chl'iciit 28. 714 -titan., o-birecali Bad vide di zat.10 2.4 LI oth•E4 NM tiVali arifft2Pustic.IMIllimeEd5Itsbrddi)milamiln °la cif sireld 15.1-611yiliveflirk5% For Li -Lading -7,13041eymtik 8 pravai N fa Do opm.ic.1 ctrix•goaftiil 64oic gr.eata•tMrt &MO It Ft3f big6a9? Fir-ft a:4;0-VA a It2 uprflr.fd slitr,110 di lira ditarrs:et$dafe2t Iton 2 ugrf It ,:ly V kipt •5-:-..E.fuiiiiii-..2 hEigfl1,‘,..,4ii$,-„tar Is gt.s.Jir a-huiEreill tho MC- HVI-17, nr.1 Exp.:m.0 wiseri LiJildgi 1:i freatgrl kl aPD'Art f.1 (3.• EXPOSURE Co ($edfr.020..7.8)- G94i1ocrella,M0 a-z4iirait,L.4,,,p4IL:rbis all tiElqi*...7 p_?5g. magi ;xi, qpi.,qt. rg:••fitAry• Etrol girasgatt43. Eg2tilvda (-.1 Vig ;301f vAN:ii -4",poglre 1:)r'd a da• nd appl.. 0St.R.9 D (ShOon 20.7,31- 51, gnabcilucted (5 's•Drrar-An' prettait-5 F-4-1 ihempind dimilon far a, ilisTanotw.g0 6 illqd WO fli or al 0,,,..N the bnildirgfiplot, Vitlify.ps tr. g-Tetler 7, artna CO N5-113San gNIXCGEO - Ag ISA Efil.g •goil ba iRVAtlti..-•91:51.4.•u1glazimpi pp:A:42,1%M 4 n 1 fESMAlt tri'Alingl a- Lit 'UMW_ WIND SPEED= V17-170 MPH. 175 tali t 3, TMeighl? ARE& 29 F.ar .1 J IF C 0 ,..1.1 e, '1:1 5- :. 7: 1 .4:(11 ''',. 4 6= TOPOGRAPHY) FIA-711.M. 1(4:g 2 - (FLAT TERRAIN) •Ok'l `‘.., A N 0 ' , , • 20, ClarlIONAUTY FACTOR li'd rr . $S Mind Dir441forielS7 Foglod ,‘ zs, & ,,.,,,,, .12. ant, sTrap (*via mater cf link a ta,. friagrigiegio dimswimz 444% 4tha. Ihrm cDof be•ight.bad a@i I3N4 Ii‘-'11 .'"Fil•IY-r4 il '•'''' a• ",...it.••°4\i, .• • ••1_,.. NI S rs '6 ° •:•:,, latg hoiriark4 illfromfon oil ri. , ....1,..,., • \ ek,.C'.: T. ..,:. ^:.'N. : ,,,,,• . ,..,..?.:2) •,' • ______ .•= ' 1:.:) : ,..z.,, 0 ••• • ' t •Wallf Z•mg..e ,,,,, m . ..:. l•-• • • 't ;',, , . •• . , , •,,, fig"it # .! E • ..--• ,',) . , DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prgdirc!t'control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade'Co!nt') reserve the right to have this product or material tested for quality assurance purposes. If this prpyluitpr matmal.f+ails to perform in the accepted manner, the manufacturer will incur the expense of such .tsuch atgitlag and the QHJ may immediately revoke, modify, or suspend the use of such product or material within•their jurisdi4iipn. RE1 • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Oolunty Pro'cluct•Control • • • • • Section that this product or material fails to meet the requirements of the applicable'blilel ig code. • ' This product is approved as en designed to comply With the Florida Building Code • • • •' • • •. • • e ' igh Velocity Hurricane Zone. •- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • ESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I.• • • • • • • •• • • • • ROYAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series- ►' unr Fixed 0%1 (L.M.I. , • . • 5 dated 03/23/09 w. - • • • • • • •/17, prepared by A'!-Fdrooq Corporation, signed and sealed by Javad Abmad P.E., bearing the Miami -Dade County Product Control Revisi • • • • - e ' o ice of Acceptance num • er an• e • . . - • • the Miami -Dade County uct Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LA s • _ . ch unit shall bear a permanent label with t • - •• - . rer's name or logo, city, state, model/series, and following statement: "1vuami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation. was reviewed by Sifang Zhao, P.E. MIAMI-DADE COUNTY APPROVED ,iiiiAet NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 Page 1 • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 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 E dated 10/19/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •• •• •• • 2) Uniform Static Air Pressure Test, Loading r C TAS•202-94 3) Water Resistance Test, per FBC, TAS 202-94 •1i • •, •„• • along with installation diagram of a 97 1/4" wide x 96 1/8" higla•E .Guard series 300• aluminum double fixed window, prepared by Hurricane Enginsering & Te�i!ing•Inc., . Test Report No. HETI-08-2192A, dated 01/15/09, signed and sMl1t1 by Cafieltelo F. Font, P.E. (Submitted under NOA#09-0413.08) . . •• •• •• 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20144. 2) Cyclic Wind Pressure Loading per FBC, T14S /03-94 . along with installation diagram of a 97 1/4" wide x 96 1/8" higt EV4Guartl series 300. aluminum double fixed window, prepared by Hurricane Engineermg'& Tesfhg'Inc., • Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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 Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) 5;141 ehap Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 under NOA#09-0413.08) C. CALCULATIONS .• .. . . . . ..•. . • . • 1. Anchor verification calculations and structural analysis, complyina pith FB.K < Edition. (2017), dated 10/13/17, prepared by Al-Farooq Corpoxati& ,.signed wad sealed by Javad Ah•• • • • •mad P.E. • • • • 2. Glazing complies with ASTM E1300-09 "' • • • • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources tR$R) . . . • • .• • • • . . • • • • E. MATERIAL CERTIFICATIONS • • • •• • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. cal Zhao Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 1.608--{ 1.813 F .875 1.000 1 .062 2.750 FRAME HEAD/SILL/JAMB 00 2.688 .062 2.611 769 O FLUSH FRAME ADAPTER .750 .813 .803 .050--IF-- GLAZING BEAD —1.0701 .375 .050 03 ANCHOR COVER ECO-GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. •• • • • • • • • •• • •• • • • FALS (SURFACI MUNTINS APPLIED) OPTIONAL D.L OPG. A 1 I 1 I D.L. OPG. Oa — _ It I II 1 I 1 I 1 I I 6" MAX. I I 12" MAX. EAD/SILL HEAD/SILL H CORNERS TYPICAL ELEVATION GLASS D.LO. DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.LO. WIDTH = WINDOW WIDTH - 3.625" • • • • • •• • • • • • • • • • • •• • • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • ••• • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • PRODUCT REVISED complying with the Florida • BniidittVcde • epytu4N0 t7-1/OZ,ZO • tiptrilpon&ate 061,7,11Fjc3 • e • } • HY •Miemi Code Product Ccntroi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• m to' 0 3 0 6 V d ,00 6 rc a drawing no. W09-20 sheet 1 of 5 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT �L 9380 SUNSET DRIVE, SUITE 220 T MIAMI, FLORIDA 33173 (C.4.N. 35,98) /� 4 TEL (305) 268100 FAX. (305) 2626878 ,� COMP-ANL\W09-20ECO) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16" ANN. GLASS 3/16' HEAT STREN'D. CLASS WINDOW DIDIS. GLASS TYPE 'C' J�� GLASS TYPEC) WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' 090" Interlayer 090" Interlayer WIDTH (W) LENGTH (L) EXr.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1N7.(-) 1 Trosifol PVB SentryClas 24" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 By 'Kuraray America, Inc.' By 'Kuraray America, Inc: 30" 75.0 80.0 80.0 90.0 . 37" 75.0 80.0 80.0 90.0 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/8` 26" 75.0 80.0 80.0 90.0 42' 36" 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 SILICONE SILICONE 48" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 w GE SCS 2000 �+ DOW CORNING 899 GE SCS 2000 4" 75.0 80.0 80.0 90.0 37" 75.0 80.0 80.0 90.0 1I i IT, 80.0 80.0 90.0 53-1/8' 38-3/8" 75.0 80.0 80.0 90.0 ' 6 ` 75.0 80.0 60.0 90.0 74" 75.0 80.0 80.0 90.0 se 0 1111 IA u 4 yj Ij 7 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 © a II II © 75.0 80.0 80.0 90.0 37" 50-5/8' 75.0 80.0 80.0 90.0 III IIII TTyyI� � AT 1/4 PO ' O ON LITF_S W S ER II Ii� AT 1/4 POINTS O ON LITES WIDER 75.0 80.0 80.0 90.0 53-1/8" 71.3 76.0 80.0 90.0 Y�I� .Ioj r-- THAN 36" 0 Y � THAN 36" ONLY 6' 75.0 80.0 80.0 90.0 74' 71.3 73.1 80.0 90.0 , ■Y; � )Tcr � p 42' 48. 75.0 80.0 80.0 90.0 26-7/2" 75.0 80.0 80.0 90.0 `i / 11'iY. ��8 48" 75.0 80.0 80.0 90.0 37• 63' 75.0 80.0 80.0 90.0 X 1-1/4" SMS #8 X 1-1/4" SMS 54" 75.0 80.0 80.0 90.0 53-1/8" 67.9 72.5 80.0 90.0 ( ) AT 3-1/2" FROM ENDS AT 3-1/2" FROM ENDS 60" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 ECO-GUARD SERIES-300 ALUM FIXED WDW. (L.M.I.)J ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 AND 10' O.C. MAX. AND 10" O.C. MAX. 66" 75.0 80.0 80.0 90.0 37' 76" 75,0 80.0 80.0 90.0 GLASS TYPE 'C' - GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8" 67.9 69.9 80.0 90.0 GLAZING OPTIONS 24" 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90.0 36' 75.0 80.0 80.0 90.0 W 42 75.0 80.0 C 80.0 90.0,"r � 48' O 75.0 80.0 80.0 90.0 54" 66.8 71.3 80.0 90.0 60 60.2 64.2 <SID 90. L 66" 60.2 64.2 80.0 90.0 _ j W WIDTH 72" 60.2 64.2 80.0 90.0 '� WINDOW WIDTH WINDOW WIDTH I- 1 24" 75.0 80.0 80.0 90.0 - - - I- - - - - , 30" 75.0 80.0 80.0 90.0 �%U 36" 75.0 80.0 80.0 90.0 I l� 42" CO75,0 80.0 80.0 90.0 ) ,fi3 o i 48" 75.0 76.6 80.0 90.0 ROIL c "ar a u REV. PER BCCO COMMENTS UPDATED TO 2010 FBC J MMiUF. ADDRESS REV. UPDATED TO 2014 FDC UPDATED TO 2017 FDC I ;I I 54' 66.8 71.3 80.0 90.0 WIDTH AND CAN NORIENTED J 60" 60.2 64.2 ` 80.0 90.(I VERTICALLY ORGTH HORIZONTALLYDIMENSIONS L - - 24" 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30" 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 - - - - - - - r , 42" 84" 70.0 70.0 80.0 90.0 II Is 48• 65.6 65.6 80.0 90.0 ![i I I Iw % 54' 64.3 64.3 80.0 ' 90.0 � 3 W. WIDTH 30" 75.0 60.0 B0.0 90.0 NOTE: .y -6 S o IS - s 8 0 L J I 36" 96` 75.1 • •7i7• • 6y,0 . 90.0• GLASS CAPACITIES ON THIS SHEET ARE r 1BACID 42" 61.6 64.E • 8�0 • •0.0• ON ASTM E1300-09 (3 SEC. GUSTS). : • 2-“,..“, WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH s I 48" 514 5ill • • • .-. ,� v ^ o _ "I s E. 4 a ) n" �) i 5 24" 75.0 • 80.9 ;MO : • 890 • 20.0:•• 00.00 • tt1111111/// • • . "NI /� /r/p r�I i-a 3 106" 81.5 80..0 • 90.0 Q`.••. ', OEN3c j j o z 36" 74.5 74.5 80.0 90.0 J�� '� 42" 42" B1.5 61.5 B1.5 80.0 90.0 _ _� ^ O. $ •. L J • • •80.0 • •8•.0 90.0 PRC`.DUCF? with * : 24' 30" • 120' • :5.0 : i5.0 80.0 :80.0 • 90.0 he •r3,;tr,±}^9�.9 with the Florida • • Coilainy Ccdc "0 • 1� _ ` drawingo nO. W09-2� ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" • •7 .5 2: 4.9 •80.0 • •90.0 • • 4.ccfpisnee No I]•/I • f_zpl►ation DaL-: y ®.) TATE OF ' (t/: VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. a • • •• •• •• •• /�-• Oyt1Dt;; • � � • • • • • • a4 Sr�v2�_Z,L14v /,/ e, ...... �� aoR1Al-`y� Csheet 2 of 5 Mimi Da.^:e Prm.a<; C'onaet / ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 de . e d TYPICAL ANCHORS tEE ELEV. FOR SPACING EDGE DIST. N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST MIAMI-DADE COUNTY APPROVED MUWON & MULUON ANCHORS SEE SEPARATE NOA EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL SPACING (Fu=177 KSI, KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAM THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN.. EMBED INTO CONCRETE (HEAD/SILL/JAM -1/4" MIN. EMBED INTO BLOCKS (JAMBS) N14 S I F f)RII I IY(, Se 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANT: • •, • • • • :LLJD TS••AM� F CONNECTIONS SEALED WITH • • _ • •r0i11 i•�FR•• • ! ,,, •• • • • • ••• • •i ••• •• • • • •• • ••• ••• • • •. • • • • , .• . • • • • • TYPCM ANCHORS • • • • • • • SEE aEN. • • e FOR SPACING PRODUCT R 2.3 CG:;:ai ."if! ti10 Florida .xar.uH�111SSSD6 ij j9 IP 051'z'n,��_ NTa i Dade odec3 Cotesol ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TE OF ". ORIOt..& r'IO A. N\ //\ iiil 0 0 N 0 a. U FAX (305) 8B5-5902 G 8i 8 8 UPDATE° TO 201.4 PBC UPDATED TO 2017 MC a 8 .42 0 8 drawing no. W09-20 (sheet 3 of 5 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 FY302 AS REQD. GLAZING BEAD- 7/16" CLASS 6063-T6 - 3 FY303 AS REQD. ANCHOR COVER 6063-T5 - 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 F18-50 1 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ UTE SETTING BLOCK EPDM DUROMEIER 85±5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULJON SEE SEPARATE NOA • TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH IBY W000 BUCKS RECT. OR SQUARE WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 . • I • • • • • • • • •• v 4 • sy� • • • •• • • • •• , .W 1/8" THK. ALUM STRAP WELDED JOINTS CIRCULAR WINDOWS CORNER DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • PRODUCT REVISED i' C/J::Trl:r icX with 1ip-Fh d5 .e p••• • ••• • • `ttil; T Core -� •. • • •• •• • • •Ac. ir • • • • • • • • 'By • Slt o. • �huo t�fivR,Tj P: ;CtiCi C�nlnj • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • MITER CORNERS TE OF " Ca • : OROWP..' SS` ` �SS�OWE:L1��59. FAX 0 a U 12 n' 6 0 3 6 drawing no. W09-20 sheet 4of 5 EDGE- TYPICAL ANCHORS SEE ELEV. FOR SPACING IIPfUlIMN— T R71 ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. Y ul MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • ALT. • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as nnn;,iyics with the Florida • ••• ••• • • 6ui.ing Cod. • • • • • • • • f•czc•".e'.9a 1%f/0Z. 2Q • • • • • • • • ^•ir0..v:T.ne. airi/1014 • • • • • • • • • • • • • • • • • • • • •• Er/ S; {'any zha>Z • • • • • Mia•,i Evade Product Ccmrcq ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • UN O m FAX (305) 885-5902 0 n L UPMTID TO 2017 FBC a L 0 drawing no. W09-20 (sheet 5of 5 .DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation 'submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodwit.Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.Count/) res�r.v..tjah right. to have this product or material tested for quality assurance purposes. If this product or matorial.fails to perform in the accepted manner, the manufacturer will incur the expense of such'test3ng and tAJ may. immediately revoke, modify, or suspend the use of such product or material withl fli'e1t• jurisdiction. REF reserves the right to revoke this acceptance, if it is determined by Miami -Dade. t"ourlty PRAM •controt 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 Aitl3 (the Floiida•toildini Cod- • urrtcane ne. CRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window —AL . . APPROVAL D t1 ... •. ' .. ,-11, iiile ar eries- 00 Akin:. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared pyAl- 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 C . . • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • .• . • nu ac, rer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 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 Sifang Zhao, P.E. z. pt/n[747o8 NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Unifotui 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, TA5.2.0i-94 .. . 4) Forced Entry Test, per FBC 2411.3.2.1, and•TP 202-94 • • • • along with marked -up drawings and installation diagram of an aluminum horizontal • sliding window, prepared by Fenestration Testing Laboratory, i1G„Pest ReppliNo. • FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Biseia9P.E.. • (Submitted undet N y4#14-P.ir. .01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94. . . • 2) Uniform Static Air Pressure Test, Loading der FA TA s i0t•94 • 3) Water Resistance Test, per FBC, TAS 202-94. • : .. • • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • • • •. • along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 5,f4n1 zhir,49 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 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 Candido 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, TAN 0-94 .. . along with marked -up drawings and installation diagram of a ROt atuminutn • • • horizontal sliding window, prepared by Hurricane Engineering nesting, Inc!, Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed .Pandidq s k nt, P.E. (Submitted undemAOA.109-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 28I-9 • 2) Cyclic Wind Pressure Loading per FBC, TAST7;-94 • along with marked -up drawings and installation diagram of a )OX.aIumi i•: • horizontal sliding window, prepared by Hurricane Engineering Telling, I, .,,Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F,P t, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) • .• . • • • . . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 '49 Asew Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expW; g on 07/04/18. F. STATEMENTS • • • • • • • • .• •• • •• • • • • ••• • • •� 1. Statement letter of conformance, complying with FBC 5th Edition, t014), with'FBC 6t% • Edition (2017), and of no financial interest, dated October 12,.2Q1,7, prel?ar j, by Ali , • • Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • •• •• G. OTHER • • 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window ystQI is, LIf€f rtheir. Series "Eco-Guard 200" Aluminum Horizontal Rolling Windo .-.1111.I.", approved • on 09/03/15 and expiring on 05/27/19. • E-3 � • • 5WanjZh47 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 • 72" WINDOW WIDTH 3 1/2" rn 3 1/2" MAX. HEAD/SILL CORNERS 111" WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS /. 1/ i. 1/ O r _ i /. D O _—o - 'r44=4 r T ____ _ _—�•11C—_ — _ r --r ____1_ — FALSE MUNTINS (SURFACE APPUED) MAY BE USED TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. G .090" Interloyer Trosifol PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D. G SS SILICONE DOW CORNING 89 GE SCS 2000 AT 1/4 POINTS WIDER THAN LASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090" Interloyer SentryGlos By 'Kuroray Americo, Inc.' 1/8" HEAT STREN'D. GLASS 32 3/4" ,1 32 3/4" D.L OPG. 36 7/8" VENT WIDTH D.L OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. /8" HEAT STREN'D. GLASS 5/16' AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREND. GLASS SILICONE CARDINAL XL DOW CORNING 899 9 EDGE SPACER GE SCS 2000 P- µ1 ST. STEEL LTTES AT 1/4 POINTS ON LITES NLY WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS SILICONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS 1YP. (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '+' ON SHEET 2 ONLY gm ECO—GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSILM. THIS PRODUCT HAS BEEN DESIGNED AND ILJIED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • • • 05 STRI TUIE REQE1eNG THIS PRODUCT AND SEAUNG AROUND OPENING FOR • • • WAWA IIFILWATIQN RESISTANCE ETC. • • • CONpINONS OTiPHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. • • • • •'JND•T013j iEVIEWjD BY BUILDING OFFICIAL `711111I I I/�,� • • • • • • • • - - •• •• • • • •• • • • • • u°a.npenwi+;f;e;ic:-idx • • • • S e BLO�1CS AT • • • • • �'^Y """''"" f-i1Dl-l'J LAM QLASS .4dp INSu . L I. GI .Ss • • • 'P;i, LAZ�L•EA BD LE�1C CZEAR•BLOCKS• • • �. Mmmi Dade_ Pr0tLe,. Cy,.c' • • • • • • • • • • • • • • • • • • O. • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • MI" 1 0 w 7, a U 0 2 9 o 0 c 0 c g 0 drawing no. W09-12 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX 0R XX SIZES) WINDOW DIMS. AIMMOB W/0 REINF. WITH REINF. GLA 'E CLASS TYPE GLASS TYPE 'C' WIDTH HEIGHT EXT.(+ INT.(-) EXT.(+) INT.(-) D(T.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1 2" 4 70.0 80.0 80.0 90.0 70.0 60.0 4 80.0 90.0 70.0 80.0 3-1 (5) 6 *2!i " 80.0 90.0 70.0 80.0 74 8 0.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 _ 37' 63 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74" 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" 23) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 6 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24° 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 60" 6 - 70.0 70.0 80.0 90.0 70.0 80.0 72" 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS 4 • LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 28" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" 68 12 70.0 70.0 80.0 82.6 * 70.0 80.0 111' () 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108° 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108' 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) ,:4, / OPERATING VENTS TO BE 1/3 OF THE WINDOW v{ PTH • • • • XOX' • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH RELNE. GLASS TYPE 'p' GLASS TYPE 'B. GLASS TYPE WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111 ° 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8' 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74' 63' 9 70.0 70.0 80.0 90.0 70.0 80.0 (5) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 106" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84") 48 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60' 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 (1/4w) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • •• AND FLORIDA BUILDING COMMISSION • • • • • • •• ••• •• • • • •• • • ALL EXTERIOR(+) LOADS SHOWN ON IMS SHERRI ARE••• • • • FOR WINDOWS WITH ADD -ON RISER Ai 4RAM: SILL • •• • FOR STD. SILL (NO RISER) LIMIT EXT01 LOUlb 6j.Q f 3F: SEE SHEET 3 FOR DETAIL. • • • • DECLARATORY STATEMENT DCA05-DEC-219 • i • • • ..f6:arc r:. ..1 1:00.2'') • • • • `viCtion Slate Qfy 1R • • • • 'y • SFanq ZhQo N/Stani On;le Pmi'fact C'en:rot ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • qh.‘d • J 8 8 0 w w 0 FAX (305) 885-5902 L c0 o$ v3 Ei 9 0 drawing no. W09-12 sheet 2 of 7 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ti EDGE DIST. METAL STRUCTURE TYP CAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK EDGE DIST. WEEPHOLES: WI - 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. MIAMI—DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. L ^'F"JCSll TYP CAL ANCHORS SEE ELEV. FOR SPACING SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEA a1 WITH JOINT SEALER. ••• • • • ••• •• • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICA R SPACING DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. 5 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JA THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 4 SELF 11RIIIIN - .•.E 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. • • • • C•NCRE•E•AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • .• . ••• . P'• • • TYPICAL•A�CIORS • SEE ELLE�VV FOR SPWC� S • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • CS90•HOLLOW/F1LLED BLOCK AT'JAMBS f'm = 2000 PSI MIN. • • `111111 I1111\ PRODUCT REVISED •' complying with the Florid. • BcikEng Code • il‘f-IlKorance No J I D2.13 •Dxlration Date "19 • • ••• • • • • ••• • • • • • • • • • R • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tami Da. e Pr.adu l ♦♦♦♦ ® .vr7 ;i it•-•' AENsi'••.. E- AT E 0 F .•l(j�� ORl0P.•��,�� /IN Iwo 70592 8 th U J J (.6 H w U) rM m OoN1� o co Z 3 1i m 3Z J v W tom FAX (305) 885-5902 0 5 Q0 6 52 UPDATED TO 2014 FBC UPDATED TO 2017 FBC a ri c 8 s 5 drawing no. W09 —12 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING �03 1/4" MAX. SHIM LTYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 1/4" STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT VENT WIDTH EXTERIOR MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA VENT WIDTH �l (' -SCREEN OF STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH • • • • • • • • • 1/4" MAX. • • • SHIMS • • • • • •• ••• •• • • • • • • • • • 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING '>--- PiODUv R6Vi,,,- SCREEN OPT. • • • • • • • • • • • • • ,_5 ,P);r,s wI:.,;at r•!or:,, CC r.'. N'I i•L 3 • • • • • • • • • .iPL°" Dam ll.f.yp lei • • • • WINDOW WIDTH b ••• • • • • ••• e • • • • • • • • ..• • • • • • • • • • • • • • • • • B�_ G*Ao Z �p boas Dec,„..i UthASC:m:4 • • • • • • •• �..•' VQENSE •'•.. No 70592 ,1 ATE OF .... ORtOP.. • •• � �U COMP -ANL\W09-12EC0 th 0 J 19 J N i r EV 0 -6 o" 000 I Z ,L Z6o o v uj W CM 0 Q a P a c N w 0 7. 0 drawing no. W09-12 sheet 4 of 7 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 4"illiiir+ ALT. TYPICAL ANCHORS —SEE ELEV. FOR SPACING O ALT. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • MIAMI—DADE COUNTY APPROVED MUWON & MULIION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • . • • • • • • • •o ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER O ALT. • • • • • • • • • • • • • PRODUCT REVISED • • • • • • • • • • s complyt'g iill the Florida • • • • • • • • • ,tilding Code • • • • • • e • • fc'''t`"''ehu '1102.2 • • • • • • • • • • • ' prat mete os =� j }pl.q • • ' • ' • BY .ifan9 zhao Miami Dade Noda+:t C003rol 'e:•'GENBF''•.. No. STEOF 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • T. 7. w 0 d 8 8 8 S E 8 FAX (305) 885-5902 0 a N UPDATED TO 2014 FBC UPDATED TO 2017 FBC O v drawing no. W09-12 sheet 5 of 7 0 FRAME HEAD FRAME SILL SILL TRACK 1.067 .715 1.434 .813 062 1 1.140--I O VENT TOP/BOTTOM RAIL O JAMB STILE O MEETING RAIL 3/16' E j STEEL REINFORCING .519 .719 L 03 .045 1.047 'I 1.047 GLAZING BEADS .500 2.750 .187-y .062 .874 b- 1.687 O MOV. FRAME JAMB 2.812 O FIXED MTG. RAIL .750 2.812 .062 2.750 .6-.969--I 1.688 Q FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMAR%S 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-76 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. MOV. FRAME JAMB 6063-76 - 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 11 - AS REQD. REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR SI ELL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS RE00. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 1 6 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1" AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS READ. RN SEAL We STRIPPING - ULTRAFAB 20 Q300T190 AS READ. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65+5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SIUCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LATE SETTING BLOCK EPDM DUROMETER 80i5 SHORE A •• •••• •• •• •• •• •• ••• • • • • • • • • • •• ••• •• • • • •• • • • • • •• • • • • PRODUCT REVISED • • • • • • • • • cnn:plyin8 with the Florida • • • • • • • • *illding Code • • • •: • • • • • �:cepta:nce No )l. 10 IL,Z3 • • •• •• • • • • • FFpiration Uate�s�z�)�LtF By 5'1449 Z{iao 9Aixn,S !?, 41 PrnductC,,ara 0410 • • • • 000 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • 410 • • 000 • • • 000 • • rti‘u z wg C FW z • a'o o g °20• .1 ccrclory Q W D IL q {LzN'g awmid 0 w 0 0. 0 ROWNG wow. (LM.L) 0 0 5 UPDATED TO 2014 FOC UPDATED TO 2017 FOC n va 0 c 5 5 drawing no. W09-12 sheet 6 of 7 FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER • • 000 • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • 000 • • P1;OTiUC'1'irSVts, _ • • • • • • • • • �'"'.'3ying with the Florida • • • • • • .6. • +lding Cnde • • a • • • • • • eccPuuue hb (]_ll Oi.23 • • • • • • • • • • • i"r'i'atio° Uet;. y, I tT inl9 :'.fi;am Da..e PmGxt ' cF T OF II 1110 ECO-GUARD SERIES-200 ALUM HORIZ. ROWNG WDW. 0 w O .•••••" a U O a UPDATED TO 2017 FBC D N D 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 009 • • • 000 • • drawing no. W09-12 sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 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 revol•Ce,'rmdify, or MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy suspend the use of such product or material within their jurisdiction. PERA resei4 s, tha right :o revoke triis • • acceptance, if it is determined by Miami -Dade County Product Control Section that thiA pgQd ct or tt ierjal 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, .1.��L„TT. .-1 �i • • • • inc lt�� VS., Iu111V"11V •••• •••• TION: Series 600 Aluminum Outswing Doors L "r T • • ••• •• • APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Oui•tswiragt, Entrance•Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and.last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-PadVcountyProduct Control Revision stamp with the Notice of Acceptance number and expiration date by the lV1iarfii-Dade'Cptl&ity . . Product " ' • • ISSILE IMPACT RATING: Large and Small Missile Impact Resistant imi .• • • 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 18-0319.13 xpiration Date: March 20, 2019 Approval Date: May 10, 2018 Page 1 • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per'FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . • • • • • • 6) Forced Entry Test, per FBC 2411,3.2.1, TAS 20244.. • : •. . . • along with marked -up drawings and installation diagram of an aluminum Outtgrtg Frenclr, door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETID.,: i627dati 0)/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 lettetfated fiJi e n, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafai11": ilroz-Selo P. E. •, C. CALCULATIONS . 1. Anchor verification calculations and structural analysis, complying with4r-,B-2014(Sth.Editionx . prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad lthrriad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. .lti Isfiaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE (OF ACCEPTANCE: EVIDENCE SUBMITTED '2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad Ahmad, P.E.(submitted under file #17-1102.18) ••' •' D. QUALITY ASSURANCE • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). • . • • . . • • •... .... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. {Fvr i er E.I• DuPont DF. :.. • Nemours & Co., Inc. for the "Trofosil ® (Clear and Ultra clear) PVB G1aSS interliyers", expsritii • on 07/08/19. • •• •• •. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Coijipagy (MAbefortheir . . "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • .•• • • F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 • E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8" HEAT STREN'D. CIA .090" Interloyer Trosifol PVB 8y 'Kuraroy America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOWSIL 899 GLASS TYPE 'G1' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer T�Saflex Coor And Color Glass 1 By 'Eastman Chemical Co.' 3/16" HEAT STREN'D. GLASS .090" Interloyer Trosifol PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOWSIL 899 / / SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' 1/8" HEAT STREN'D. GLASS SILICONE DOWSIL 899 2 \\ GLASS TYPE 'G3' •• • • • • • • • • •• • • • • • • •• • • • • • • • • • • •• • • • •• • • • •• CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •- • • • • •• •• • • • • • THESE DOORS ARE RATED FOE? LARGE & SMALL MRSILE IMPACT.• • SHUTTERS ARE NOT REQUIRED. II • • • • • • • • • • • • • • • CI • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 4RODUC f REVISED ae emptying with tbe F1erf4 bleeding C.d. Mapes.. N• i -ri,L /3 Yapfratba Mete .241 70592 %1 5 2018:a .feC _p 10P \ck, riNAL llllllltl z y� m o y q W • 41. o WNre `t Cie o tYln 0 E 1;1 0108 o°11�E3 0u. N N Q W 1 1Liy _ n J (5 10 a i Qwmf� drawing no. W12-08 (sheet 1 of 9 COMP-ANL\W12-OBECO) 5" MAX. HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12' MAX. X I I • +• \I / II / II II / I llI_ / n7- LEAF HEIGHT 86 7/8" D.L. OPG. I I I II I / / / \ \ \ I / I I I ® II I I// IV' I// ACTIVE SURFACE APPLIED FALSE MUNDNS OR DECORATIVE GRILL MAY BE USED LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY — PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME WIDTHEXi.(+) wlnnd INT.( —) 16'1WIDTH 33/4" 37" 98" 70.0 I 75.0_.. HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. \ / / \ / / / LL 7 _ 7- - \ \ \ \ \ LOCK OPTIONS Al OR #2 \ r(OPTION 2 SHOWN) / SEE SHEET 7.1' FOR DESCRIPTION • // . ' / / / / / / / / r LEAF HEIGHT 86 7/8" - - / / / / \ \ \ 4 / 1 j O II II /7 '/IY /1}' R 1 1 \ I 1T \ \\ 9 Q INACTIVE ACTIVE t\r'4/ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY — PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(—) 76" 37" 98' • •70.9 • • • 750 GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT — 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. • •• • • • •• • • • •• 5' MAX. HEAD/SILL CORNERS 37 3/16". MAX. FRAME WIDTH 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4' D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY 9JIODUC r REVISED ee eompi)leg with the Flail) • • • • wag Duda ) • • • • Aoecptsem No 0" G 3 � • / axpirttirs Date 3 • • • • • • oy14040Cannel • • • • • • • • • • • • • • • • • • • • NOTE: • • • • • • • • • • GLASS•CVACr ES 1N T}. SEE ARE • • • BASED ON ASTI4 E1300-09 ( •S C. GU�ZSS • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 5 m N W �o i • j INo170592 :T7= Ltr5 /tnn111 • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 3 0 J ce 0 3 1 —J 0 `u v 0 5 G 2 0 77, 8 drawing no. W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE SIDEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 57.8 57.8 36 98 53.1 53.1 37 52.4 52.4 DESIGN LOAD CAPACITY - PSF SIDELTTES WITH SINGLE 0R DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE SIDELITE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D L 0 DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 10 5" MAX. HEAD/SILL CORNERS TIP. CLUSTER OF 6" ,-(4) ANCHORS AT HEAD/SILL 148" MAX TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. , / N) I I -=1r TESTED FRAME HEIGHT 87 _ =T % II / I / II \ \ \ \\ \ \ 7/ =// n / 0 L.A. 3 co - OPU1NS O OR//2 1 S SHEET d.1 DESCRIFTION \ 0 J o / / 10A r // // // - - / / \ \"i ___3f____ // // ,/ n 0 a T L07K #1 (OPT)ON SEi FOB �` O/ o / __JL ==-ter �r= Ir ---� INACTIVE 1\7J/ ACTIVE' SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (I 32 3/4" D.L. OPG. SIDELITE FRAME WIDTH MAX. I 26 15/16" D.L. OPG. 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) SEE CHART AT LEFT • DOOR FRAME WIDTH (OXXO) MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 •• • • • • • • • • •• • • • • • • oRODUC F REVISED •• ••• •• • • • •• b1dng Cede • �Ph'tai with Ile Eland' No , - s2 •) • j Espfncfre Octet I 1 qT IkDO\St< 1.k_1,4._4.- • • • • • • • • OR ,am„„, NOTE, • • • • • • • • • GLASSipAPACQIES QN TNIS 91HEL•f ARE• • • • BASED 041 ASAI Ei300jQ9 :3 :EC, G11S•fs) AND FLORIDA 'BUILDING COMMISCION • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦• •• • • • •• •• 0•• • • • 0•• • • FLU COMP-ANL\W12-08EC0 8 0 3 § FAX (305) 885-5902 co t 2 0 REV. PER RER COMMENTS to 2 0 0, 0 c drawing no. W12-08 sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION EDGE DIST 00 J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 GLAZING OPTIONS SEE SHEET 1 EDGE DIST. 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. O TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 L W 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL SPACING A. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy= INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMB 4" MIN. EMBED INTO BLOCKS (JAMBS) 114 SMS • •E 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMB1j • • • • • • (3) THREADS MIN. PENETRATION BE1' ND SUBSTQATE• • ALUMINUM: 1/8" THK. MIN. (6063-T5•MIN.) • • • STEEL: 1 /8" THK. MIN. (Fy = 36 KJ A.)... • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL Fp:f DIST,.CF INTO CONCRETE AND MASONRY = 4-1 /7'•FIN. • • • • • INTO WOOD STRUCTURE = 1" Mlle • • • • • • • INTO METAL STRUCTURE = • : : fN 4 3/' 1v1 . • • • • • • • • • • WOOD AT HEAD OR JAMBS SG = O. IgiN. • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS flc = 30a0 PSI MIN.• • • • C-90 HOLLOW/RUED BLOCK AT JAMBS .f'm = 2000 PSI MIN. SI) • • • •• • • • •• • • • • • 1 0 0 EDGE DIST METAL STRUCTURE nsst•:11 h TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE N•A TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING *IODIC f REVISED se to.uplylo8 with Ike Florida [striding Code t3 Aateptsace Noo:l1..�-•-+' EZZeis• Dote_..�.1•�l Olibriemie Goad DOOR DETAILS "Iwo" PD. . !AN. '4'• �P.•JGEN@F'•;'v ✓�, .10592 'MA� 2018 TE OF • �(/ •1LItt```\ �y,rU ce w J u' -J m c m w ` M Lu >- (0 tM OM N O °0 Z 3 z v 0 c8 W cc, 0 0 0 v 2 0 0 0 8 NO CHANCE THIS SHEET .0 N 0 8. 8 B drawing no. W12-08 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. • SHIM TYPICAL ANCHORS SEE ELEV... FOR SPACING INACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 1/4" MAX. SHIM 1 BY . WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE ACTIVE LEAF 1 /4" MAX. SHIM 2BY WOOD OR WOOD STR EE NOTE D.L.O. LEAF WIDTH J OCK OPTION 02 EXTERIOR 4.2 D.L.O LEAF WIDTH 76' MAX. 2 POINT LOCK ASSEMBLY DOUBLE DOOR FRAME WIDTH 4 POINT LOCK ASSEMBLY • • •• • ♦ • • • s • • • • • • • • • •• •RODUC f REVISED m eoxptyfag with the MAY Inkling Cede Aoceptaa“ No iplra a Elate -`d l `13 s• e• e Sr* MOM Ca•e1 • C • • • • • • • • • • e • • • • • • • DOOR DETAILS O B K TURE HEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING ts ��•••�AGFJJ3�c ••;® "T I-1111 47072S�j LL ' 2018 crE • OR P •.�®�` • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • ro‘U COMP -ANL\W12-08ECO NO CHANCE THIS SHEET a 0 drawing no. W12-08 heet 5 of 9 EDGE DIST. _ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. , WOOD BUCK REINFORCING AS READ. SEE SHEET 3 o - F_J I / 16 24 NJI 1.1 r• ■�� EXTERIOR LEAF WIDTH 39 3/4" (SINGLE) SIDELfT� WIDTH • 76" (DOUBLE) f• • • • • • • W • • • MAX. DOOR FRAME WIDTH • • • • • • • • •• • MA•. U•Ib WRAME dNIDTH . • OOOO • • • •• ••• •• • • • •• agODUC f REVIBISO vs compiyiag with the Florida Umdiag Cads I,k-.0 q- / S. • • • • • :.:• •!Aacepnacc Na l oratwsDotc1''iol i 5iii i i4kc \\j..-.S-••• • • •Ak J•ah• duo C•orwil • • •• •• • • • • • • • • • • • SIDELITE DETAILS ••• • • • • • • • • • "• • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • drawing no. W12-08 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMAKES 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 . E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDEUTE SLIP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-76 NOT SHOWN 18 - AS REDID. SIDEUTE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLNAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REDD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80t5 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80t5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • •• • • • • • • • ••• •RODUC i' 6EYIS8p m complying with the FI.IYh bending ends Acceptance No a"- 03(5• )3 • • Enpintk• Dere •M ( •••• • • • • e SL. 1 .`l,t•'„Se • • • • Difface a dr hamet Combo' • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • 111111I\''' P..AH 70592 2otrE B7 of Ao 'lIII111 COMP-ANL\W12-08EC0 0 0 U J -J 0 0 9 UPDATED TO 2014 FBC 9 UPDATED TO 2017 FBC NO CHANCE THIS SHEET 0 drawing no. W12-08 sheet 7 of 9 LOCKS: OPTION A1. ACTIVE LEAF. 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM ACTIVE !> HINGES: \ \ \ INACTIVE / / / / ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2- ACTIVE LEAF CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSEI' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2" FH MS INACTIVE LEAF* CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) N8-32 X 1/2" FH MS ACTIVE r /1 1 • \ INACTIVE ACTIVE •• • • • • • • • • •• • • • •• • • •' • • • _ • • • • •• • • • •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • PRODUC r REVISED u twapiyiaz with tie FWiit mCade -631s•ry EyJtatfa• Dote ; z.<t (C cc 0 re 0 0 NO CHANGE THIS SHEET a 0 to drawing no. W12-08 (sheet7,lof 9 -1.750 I I^-519 b 8 --.394 ^i F I I b I �{�.130 .� w w o 4.000 �078 4.031 .078 4.750 .803 .045 .803 r .050 .803 L .045 AL—FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2648100 FAX. (305) 262-6978 COMP—ANL\W1: .625 I 1.047 F.- u GLAZING BEAD 5/16" GLASS 1.047L GLAZING BEAD 7/16" GLASS 'I�7�' -"i 1.172 M- 1s GLAZING BEAD INSUL. GLASS F.- 0 DOOR FRAME 2.062 -I HEAD/SILL 1.625 1.507 -{ O LEAF - 1.507 - TOP/BOTTOM RAIL 4.000 4.781 - - .078 1.625 3.719 .078 4.719 .078 1.750 1.507 d SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L.M.I.) ]f I ECO WINDOW SYSTEMS, LLC. 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL. (305) 885-5299 FAX (305) 885-5902 j 8.250 1.500 7.531 .312 ® 4.000 LEAF HINGE STILE (8) .062 LEAF W'STRIP ADAPTER 0 SIDELITE 1.507- I 1.750- TOP & BOTTOM FRAME 5.344 4.000 094 2.081 750 .507 I .312 2 329 078 � F-1.750 -1 7n 9" BOTTOM RAIL 1.584 to .078 LEAF LEAF LOCK STILE k-1 � \`J FRAME -�1 COVER 1.5072LEAF ALIGNMENT BRACKET 750 4 N NO CHANCE THIS SHEET NO CHANGE THIS SHEEP ,T o Uo 33 E I03.15.18I I N0 CHANGE THIS SHEET j 1' r r.281 V 5.344 3.719 .078 1.574 13 d LEAF 375T .125 CLAMP 3.781 25 1 Imo- .078 1.507 50 2.081 .050 1.197 b 54 s SNAP COVER n 4.000 LEAF ASTRAGAL STILE a HINGE BACK-UP PLATE 8.281 •000 • • • ••• • • • • • • • • 1 • • • • • • • • • • • •. • • •50• • • 719 • 0 SIDELITE MULLION REINFORCING «„o 8 .- N N o 0 n o 0 0 - r7.500 .625 I i .500 n 719 S < m . • • 000 • 400 • • •••• • • • • .•Aker ►AODDCtgEVl �OQ C„-"'1t6tie6brUe_ wce No :N/121..:‘.):.1;°1/21 _/:/= 11t1tt1j, ' '"� F•'•.4.000p4.000•4./B•••••�t .701.f�5 .078 - -ENS 1.507 I date: 02-13-12 ) [Neale: 3/8• _ 1• (dr. by: TARIQ chk. by: .078 - 2.097.. 1 .....��PkNwOe = `� J • Olk.it C•eNEY tto•..• ®�: C5) SIDELITE FRAME JAMB 0 DOOR FRAME JAMB SIDELITE 9" BOTTOM FRAME 0 SIDELITE SLIP ON JAMB ''/z2Si1,11111 ��` (sheet 8 of 9 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • DOOR FRAME CORNER JFAF CORNER SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER •• ••• • • • • • •• • • • • OOOOO • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •a • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • t • • • II* 000 • • • 000 • • •RODUC i'.REY comply/ea with at 1144tik bawling Cn4a A ceptaece No I k-6s19, 13 E .pinlin Ibte MA L2, 2p n lcl •II. Mt' ad P.de�/ awn Coed y-U 2 0 v 12 12 12 12 NO CHANGE THIS SHEET 12 12 0 drawing no. W12-08 (sheet g of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 8502 NW 80th Street Medley, Fl. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has -been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miaiui-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 41V% AHJ may immediately revoke, modify, or suspend the use of such product or material:v ithul their jFisaiction. RER reserves the right to revoke this acceptance, if it is determined by Mianii;La County•lsroduct Control Section that this product or material fails to meet the requirements oftheapplij.tLe buildingcode. • This product is approved as described herein, and has been designed to .comply with.the Florio ,$,u�lding. Code in . u. M-IAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .... • • • • ESCRIPTION: Series "ECO-Guard Clipped" Aluminum Tube Mullion - 'Aviv Tube Mullion", sheets 1 through 9 of 9, dated 05/19/14 with the latest revision dated i1/15/17,:-prepacced b}..A1-.Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade:Cogtty ProauCt Vontrol• Section Revision stamp with the Notice of Acceptance number and Expiration dill b9 the 4/19ti -Dade• Co MI-SS-ILE IMPACT RATING: Large and Small Missile Impact Resistant LAB cturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after .the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0529.16 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 Jorge M. Plasencia, P. E. MIAMI•DADE COUNTY NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Page 1 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94.• • • . . 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineeiilig.& Testing, Inc., Test Report No. HETI-08-2 66A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying- with FBC-2010 1' and BC 5th Edition (2-014), prepared by AI-Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahrlad, P E D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Pasencia, P. E. Pr -duct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 DRA WINGS AWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by .Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifouu Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a clipped' ntlatinum mullion at fixed windows, prepared by.Hurricane Engineers A ' j esting:c ., Test Report No. IiETI-08 2192A, dated 01/15/09, signed and seated hy. Candf p•F' Font. P.E. • • • • • 2. Test reports on: 1) Large Missile Impact Test per 1�'13C, TAS 2i?1•-'94 . • • • • . • 2) Cyclic Wind Pressure Loading per FBC, TA�'2b3-94 . along with marked -up drawings and installation diagram Qf•4.elippel.•tin tminun• mullion at a fixed window/ a single hung window, prepared bl iiuuricane Engineering • • & Testing, Inc., Test Reports No.'s HETI-08-2192B and H.t;T1h-08--�1§Qc., both • dated 01/15/09, signed and sealed by Candido F. Font, P. E. . • • • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5th Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08 2192B, HETI--08-2166A and HET—08-21•66C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and •sled by Candido F. Font, P. E. '. • • •' 4. Proposal No. 08-0236 issued by the Product Control, dated•06,104/08.,•siied by Manuel Perez, P. E. • ••.• •••• G. OTIRS '• 1. None. • • ••'••' • 2. NEW EVIDENCE SUBMITTED • •• •• A. DRAWINGS • 1. Drawing No. M14-01 Rev. A, Series titled "Aluminum Tube' VuIlion:' sheets I through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17, preareci%y Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B.. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 6th Edition (2017), prepared by AI—Farooq Corporation, dated 11/30/17, signed and sealed by Javad Ahmad, P. E. D_ QUALITY ASSURANCE 1. Miami —Dade Department of Regilatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-2 orge M. Plasencia, P. E. Prod et Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF -ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by A1—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E_ G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. . • .. . .... . . . . .. . .. . • . . .. . . .• .... .... • .. .• • • • .. • .. • • • • .. Jorge M. Plasencia, P. E. Pro$uct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February 22, 2018 E — 3 MULLION SYSTEM LS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED wrrH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL -BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED P93 MAN U1S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 15 USED fN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIM RED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RFVBY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—CADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. LSE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE 4.000 6.000 Uc L2.000-.i 19 _ TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY . 6063—T6 119 I I I I 1 I I I I I I I I II LD..c.Tr� — , TYPICAL GLAZING PRODUCT 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• •••• •• •• •• •• •• ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • :; 3 U Lil li PRODUCT REVISED as complying with the Florida Buljling Cope NpA-i+o• • • 17-1218.14 • Etctarttio: Da a 10/23/2019 dt, • Miam -D • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • roduct Control fwa T 4.000 •\\\111111/ 7/ , g','•V4ENSf ••• 0 0 �Jl l: 0 0 ( drawing no. M14-01 (sheet 1 of 9 -y ,1706 "- .125 3.000 -.125 IS = .9502 IN\4 Ss = .6335 I6\3 1 X 3 STD. MULLION 6063-76 4.000 -.125 Is = 2.0374 IN\4 Si = 1.0187 INV.,. 1 X 4 STD. mull ION 6063-T6 r .375 3.000 } .375 -.125 } Is = .538 IN\4 Sx = 1.0254 1N\3 1 X 3 CUSTOM MULLION 6063-T6 { 1.000 r_ 4.000 5 .125 .375 Ix = 3.1878 INV. 5s = 1.5939 44\3 1 X 4 CUSTOM MULLION 6063-T6 4.000 -2.000�1.125 I -r Ix = 2.9762 IN\4 Ss = 1.4881 IN\3 2 X 4 STD. MULLION 6063-T6 -.125 2.000 2.000 -1 1/2' MIN. ANGLE CUP 6063-T6 1 .718 r_ .125 TfP. 1 2.125 5.500 MULLION CUP 6063-76 .125 T1P. 2.125 5.500 ,/2' 66N. • ••. ••. • • • • • • • • • • • • MULLIor1L CLIP •• • � • 6053-T6 6.000 1_2.000--{ r.125 Is = 8.2757 114\4 Sx = 2_7586 41\3 2 X 6 STD. MULLION 6063-T6 -.125 I----2.000- r.250 6.000 IS = 152031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION 6063-T6 -.250 • • • •• • • • . • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code • N.A-No.. 1.7-1218.14 Expiation Bgte 10/23/2019 • • • • • • • iy• • M>emi-D Product Control • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111111%/ • '® 'v TE OF " 4/ 7.'9A®IN-A9. �`ss ALUMINUM TUBE MULLIONS n FAX (305) 885-5902 drawing no. M14-01) (sheet 2 of 9 ) �41•�/ MULLION \M14-01ESW)I DESIGN LOAD CAPACITY - PSI' (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 1 X 4 1 X 3 I X 4 2 X 4 2 X 6 2 X 6 WDYDOTI DMS. IX 3 1 X 4 1 X 3 IX 4 2 X 4 2 X 82 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN S'.D• STD. CUSTOM CUSTOM STD. STD. HEAVY AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAM1, FLORIDA 33173 (C.A N. 3538) TEL (306) 204 3100 FAX. (306) 262-0978 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 75.3 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - - - 59.9 56.0 120.0 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 54.3 103.4 88.0 120.0 120.0 120.0 120.0 26-1/2- - - - 43.2 40.4 110.9 120.0 30' 120.0 120.0 120.0 120A 120.0 120.0 120.0 30' 48.0 91.3 77.7 120.0 120.0 120.0 120.0 30' - - - 38.2 35.7 97.9 120.0 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.9 74.0 63.0 111.9 116.3 120.0 120.0 37' - - - 30.9 28.9 79.4 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 34.3 65.2 55.5 98.6 1024 120.0 120.0 42" - - - 27.3 25.5 69.9 120.0 48" 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 30.0 57.1 48.6 86.3 89.6 120.0 120.0 48' 120' - - - 23.8 22.3 61.2 111.8 54" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.7 50.7 43.2 76.7 79.7 120.0 120.0 54' - - - 21.2 - 54.4 99.4 60" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 60' 24.0 45.7 38.9 59.0 71.7 120.0 120.0 60' - - - - - 49.0 89.5 66" 102.3 120.0 120.0 120.0 120.0 120.0 120.0 66' 21.8 41.5 35.3 62.7 65.2 119.7 120.0 66" - - - - - 44.5 81.3 72" _ 93.8 120.0 120.0 120.0 120.0 120.0 120.0 72" - 38.0 32.4 57.5 59.7 109.7 120.0 72" - - - - - 40.8 74.6 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 52.0 110.6 84.2 120.0 120.0 120.0 120.0 19-1/8' - - - 45.0 42.0 116.8 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.5 79.8 60.8 120.0 117.7 120.0 120.0 26-1/2" - - - 32.5 30.3 84.3 120.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 3o" 33.2 70.5 53.7 106.3 104.0 120.0 120.0 30' - - - 28.7 28.8 74.5 120.0 Sr - 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 26.9 57.2 43.5 86.2 84.3 120.0 120.0. 37" - - - 23.2 21.7 60.4 110.8 42" 120.0 120.0 120.0 120.0- 120.0 120.0 120.0 42' 23.7 50.4 • 38.3 76.0 74.3 120.0 120.0• - 42' - - - 20.5 - 53.2 97.6 48" 42' 116.E 120.0 120.0 120.0 120.0 120.0 120.0 48" 84" 20_7 44.1 33.5 66.5 65.0 120.0 120.0 48' 130"- - - - - - 48.5 85.4- ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 8502 N.W. Both STREET MEDLEY, FL, 33166 TEL. (305) 885-5299 FAX (305) 885-5902 j 54' 103.8 120.0 120.0 120.0 120.0 120.0 120.0 54" - 39.2 29.8 59.1 57.8 113.5 120.0 54" -- - - - - 41.4 75.9 60" 93.4 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.3 26.8 53.2 52.0 102.2 120.0 60" - - - - - 37.2 68.4 66' 84.9 120.0 120.0 120.0 120.0 120.0 120.0 66" - 321 24.4 48.3 47.3 92.9 120.0 66' - - - - - 33.8 62.1 72" 77.9 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.4 22.4 44.3 43.3 85.2 120.0 72' - - - - - 31.0 57.0 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/6" 34.8 74.8 58.4 118.9 109.3 120.0 120.0 19-1/8" - - - 34.5 32.4 90.0 120.0 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/0" 25.1 54.0 40.7 84.4 78.9 120.0 120.0 26-1/2' - - - 25.0 23.4 64.9 119.2 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.2 47.7 36.0 74.5 69.7 120.0 120.0 30" - - - 22.1 20.6 57.4 105.3 37- 103.1 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.7 29.2 60.4 56.5 120.0 120.0 37" - - - - - 46.5 55.4 42- 90.8 120.0 120.0 120.0 120.0 120.0 120.0 42" - 34.1 25.7 53.2 49.8 110.9 120.0 42' - - - - - 41.0 75.2 48' 50-5/8" 79.5 120.0 120.0 120.0 120.0 120.0 120.0 48" 96' - 29.8 22.5 46.6 43.5 97.0 120.0 48' 144" - - - - 35.8 65.8 54' 70.6 112.5 111.6 120.0 120.0 120.0 120.0 54" - 25.5 - . 41.4 38.7 1362 120.0 54' - - - - - 31.9 58.5 60' 53.6 101.3 100.4 120.0 120.0 120.0 120.0 80" - 23.8 - 37.3 34.8 77.6 120.0 60' - - - - - 28.7 52.6 66' 57.8 92.1 913 120.0 120.0 120.0 120.0 66" - 21.7 - 33.9. 31.7 70.6 120.0 66' - - - - - 26.1 47.9 72" 53.0 134.4- 83.7 120.0 120.0 120.0 120.0 72' - - - - 31_1 29.0 64.7 118.3 72' - - - - - 23.9 439 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 82.1 76.8 120.0 120.0 26-1 2" /ISOlDE 89.0 120.0 120.0 120.0 120,0 120.0 120.0 1 26-/2' - - - 59.3.0 55.4 120 120.0 ARCHES TC BE AR sHAED "ARI29MAL ML';J10N 900046ODUR SH4PE r- o ; a ffi 6 30' 75.6 120.0 120.0 120.0 120.0 120.0 120.0 30' - - - 52.3 45.9 120.0 120.0 l - 120.0 120.0 37" - - - 424 39.7 98.7 120.0 37' 42" 63.7 56.1 104.3 91.9 103.2 909 1200 120.0 120.0 120.0 120.0 120.0 42" - - - 37.4 35.0 87.0 120.0 p-;" CIPZ NG � PRODUCT I \`I 31 - - - 32.7 30.6 78.1 120.0 ."'-VEZ110AL I 48" 54" 63' 49.1 43.7 50.4 71.5 79.5 70.7 120.0 108.3 120.0 111.5 120.0 120.0 120.0 120.0 48" 54" 108" - - - 29.1 27.2 67.6 120.0 MUIIION Z 60" 39.3 643 63.6 975 100.3 120.0 120.0 60" - - - 26.2 24.5 60.9 111.3 1947150 GLAZING oa 66" 35.7 58.5 57.8 88.6 91.2 120.0 120.0 56" - - - 23.8 22.2 55.3 1012 PRODUCT PRODUCT m 3 72" 32.7 53.6 53.0 81.3 83.6 120.0 120.0 72" - - - 21.8 20.4 50.7 92.7 GLALNG PRODUCT GLAZING PRODUCT„' ALL LOADS ARE EXT.(-)/ANT.(-). " I W1 W2 MULLION SPAN NOTE: •• • • • • • • • • •• • A 0.® �. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • "„, 0 mum,j VERTICALLY OR HORIZONTALLY. • • • • • • • • • • • • • �` �al�®•\ (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • •TYPI3AL• MULt10N ARRAIMGEMEIfr6 ` V.•,. 0.14 •--f I - - ,.-. e J \_ WIDTH = W1 + PRODUCT REVISED . O. as complying with the Florida : .� (W) 2 _ Building Code 1 • • • • • • • • NiA-No. 17-1218.14 g= drawing no. M14-01 • • • • • • • • • xp�atIon Date 10123/2019 ��'•/STATE DF !(7�� MULT,TONS .• - :. • •• • • ••• fir• �S/ �&'`,. • • • • • Blip 1-D Product Control 7iri �Ail��1j11\ (sheet 3 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �U A i L MULUON\M14-01ESW �I WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW D12L5. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 D4a B4b WIDTH (W) MULL SPAN A2 A4 • A6 B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 A8 B2 B4a B4b FAL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.4.N. 3538) TEL. (305) 264-8100 FAX. (305) 262-6978 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8' 97.9 120.0 120.0 82.7 90.4 120.0 28-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2' 70.6 120.0 120.0 45.3 65.2 90.6 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 1088 120.0 40.0 57.6 80.0 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.6 120.0 120.0 52.4 75.5 104.8 37' 50.6 88.2 120.0 32.4 46.7 64.9 42' 120.0 120.0 120.0 89.3 120.0 120.0 42" 72.0 120.0 120.0 482 665 92.4 42" 44.8 77.7 116.6 28.6 41.1 57.1 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 120.0 48" 74-1/4" 63.0 109.9 120.0 40.4 582 80.8 48" 120' 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54' 56.0 97.7 120.0 35.9 51.7 71.8 54' 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 84.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 423 58.8 66" 28.4 49.5 74.2 - .262 36.4 72" 81.3 120.0 120.0 52.1 75.0 1042 72" 42.0 733 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8' 89.0 120.0 120.0 57.0 821 114.1 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30' 120.0 120.0 120.0 114.3 120.0 120.0 30' 89.1 120.0 120.0 57.1 82.3 114.3 30' 56.7 98.9 120.0 36.4 52.4 72.7 37" - 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 927 Sr 46.0 80.2 120.0 29.5 425 59.0 42" - 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 405 58.8 131.6 42- 40.5 70.6 106.0 26.0 37.4 51.9 48" 111.4 120.0 120.0 71.4 1029 120.0 48' 64" 55.7 97.1 120.0 35.7 I 51.4 71.4 48" 132" 35.5 61.8 927 227 32.7 45.5 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC, 8502 N.W. 80th STREET MEDLEY, FL. 33166 TEL (305) 885-5299 FAX (305) 885-5902 54' 42• 99,0 120.0 120.0 I 63.5 91.4 1200. 54" 495 88.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" 89.1 120.0 120.0 57.1 823 114.3 60" -44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 . - 262 36.4 66' 81.0 120.0 120.0 519 74.8 103.9 66' 40.5 - 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.o 67.4 - 23.8 33.1 72' 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.5 97.1 23.8 34.3 47.8 72' 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/6" 120.0 120.0 120.0 78.4 1129 120.0 19-1/8' 61.6 120.0 120.0 52.3 75.3 104.6 25-1/2" 120.0 120.0 120.0 1073 120.0 120.0 26-1/2' I 88.3 120.0 120.0 56.6 815 113.2 26-1/2" 589 102E 120.0 37.7 54.3 75.5 30" 120.0 120.0 -120.0 94.8 120.0 120.0 30' 78.0 120.0 120.0 50.0 720 100.0 30" 520 -90.7 120.0 33.3 48.0 66.7 37' 119.9 120.0 120.0 ' 76.9 110.7 120.0 37' 63.2 140.3 120.0 405 58.4 81.1 37" 422 73.5 110.3 27.0 38.9 54.1 42' 105.7 120.0 120.0 67.7 97.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42- 37.1 .64.8 97.1 23.8 34.3 47.6 48' 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48' 96" 48.8 85.0 120.0 313 45.0 62.5 48" 144' 32.5 56.7 85.0 20.8 30.0 41.7 54" 822 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 60' 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60' 26.0 45.3 68.0 - 24.0 33.3 66' 67.2 117.2 12010 43.1 62.1 66.2 66" 35.5 61.8 92.7 227 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 72• 61.6 107.5 120.0 39.5 56.9 79.0 72' 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 19-1/8" 120.0 120.0 120.0 1195 120.0 120.0 19-1/ 5" 108.8 120.Q 120.0 69.7 100.4 120.0 ARCHES TO 8E INSCRBED 26-1/2• 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2' 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ANCHORS TYPICP- INSIDE RECTANGULAR SHAPE ANCHORSc - r •I ' UPDATED TO 2017 FBC 30' 118.9 120.0 120.0 762 109.7 120.0 30' 693 120.0 120.0' 44.4 64.0 86.9 I r50810051'8L MULLION 98.0 120.0 36.0 51.9 72.1 - 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 - 1F o 42" 84.9 120.0 120.0 54.4 78.4 108.8 42' 49.5 86.3 120.0 31.7 45.7 63.5 GLAZ NG\� ' PRODUCT "i 3 120.0 47.6 68.6 952' 48VERTICAL`' 108" 43.3 75.6 113.3 27.8 40.0 55.6 '�� T ( - 48' 54" • 63" 74.3 66.0 120.0 115.1 120.0 423 61.0 84.7 54' 38.5 67.2 100.7 24.7 ' 35.6 49.4 MUWON z o zd V 60" 59.4 103.6 120.0 38.1 54.9 76.2 60' 34.7 604 90.7 222 32.0 44.4 GLAZING GLAZING vai ANCHOR. HALL 11 66' 54.0 94.2 120.0 34.8 49.9 69.3 66' 31.5 54.9 62.4 20.2 29.1 40.4 PRODUCT PRODUCT i 72• 49.5 86.3 120.0 31.7 I 45.7 63.5 72' 28.9 50.4 75.6 - 26.7 37.G GLAZING GLAZING TYP_ 111111 ®" o O� I EXT.(±)/INT.(-). TYPICAL PRODUCT PRODUCE ANCHORS ALL LOADS ARE W': ANCHORS W2 MULLON SPAN NOTE: •• • • • • • • • • •• '" ni ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • TIPICAL MUWON ARRANGEMENTS [datet 05-19-1 Fa; 4j l . by: TARIX j E. by: • • HEAD, SILL OR JAMB ENDS. • ,,�, LOCATIONS AT • • • • • •WID w1 + W2 00,1011 , `' AP..• •',, FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. •• ••• •• • • • •• H (W) - 2 / s. 1.1C Si:••.. '�--\. (INILKPOLAlION BETWEEN WIDTHS OR SPANS ALLOWED) PRODUCT REVISED 7O59:i • =\ as complying with the Florida - - Building Code A�� • • • • - No • 17-1218.t4 • drawing no. MI • • • EA:kali °Ste10/23/2019 • 9 TEOF . 4!!� ANCHORS 1 • • • ••• • BP •--•--• ,, �*.� Of sheet 4 of 9 • • M m Pro uet ntroi • q7�®k1�d.11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • TYPICAL ANCHORS 2 PER CUP (1 ON EACH 'WING) #14 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE `A2' CG>NCR 1L E\ OR M AL U." -E 2 X 2 X 1/6" ALUM ANGLE FLOATING CLIP SNUG FIT INSIDE MULL TYPICAL ANCHORS 1 PER ANGLE /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE A e 2- ., TYPICAL h TYPICAL ANCHORS 4 PER CUP (2 ON EACH N"NG)- TYPICAL ANCHORS 2 PER ANGLE \\\\\\ w ow" 1 I I V 14 SMS, 1 4 1-3/4" 3.C. MIN. 4 PER CUP ANCHORS TYPE `A4' F.CAIING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE \e-oN•CR 7E E\ OR . L‘SiFkUC(ll E 2 X 2 X 1/5" ALUM ANGLE •• • • • • • TYPICAL ANCHORS: ANCHOP. TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" OU. ULTRACONS BY ' ELCO' - (Fu=177 KSi. Fy=155 KSI) CONCRETE 1-3/4" 2-1/2' 1/4" DIA SE1F ORIWNG SCREWS (GPADE 5 ORS) METAL 1/a" 3/4" CONCRETE = f'c a 3000 PSI MIN. METAL 1/3" MIN. THK. STEEL Fy = 36 KSI MIN. 1/6" MIN. THK. ALUMINUM (6063—T5 MIN.) ANCHORS MAY BE HEX OR FLAT 4540. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROILLILU WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACCUER • • • •• • • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • • • • • • 610A-Nee 17-1218.14 • • • • • • E lr lon'Date 10123/2(119 • • • • • • • •t • • • •• • •• • • • • • • roduct Control ATE OF �V• oRto�: •' �:/ • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) #14 SMS 1-3/4' O.C. MIN. 6 PER CUP TYPICAL ANCHORS TYPE `A6' TYPICAL ANCHORS 3 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SM5 1-3/4" O.C. MIN. 3 PER ANGLE 1\\ 2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS: ANCHOR i..-H ; SUBSTRATE MiN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO• (Fu=177 K51, Fy=155 KSI) CONCRETE 1-3/4' 2-1/2" 1/4" DIA. SELF DRIWNG SCREWS (GRADE 5 CP.S) METAL 1/8" I 3/4' I CONCRETE = Yc a 3000 PSI MIN. METAL - 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECILU DIRECTLY TO MASONRY TO BE PROTECTED W11H ALWW-Rt5151ANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. • • • • • • • • •. •• • •• • • . •. • • • • •• • • • •• • • • • • • • • • • • • • . •• • • PRODUCT REVISED as complying with the Florida Building Code • • • I0A-No. • • • • • • • • Expirationra 17-1Z18.14 019 • • • • • • • •• •BY, • Mlami-D •rodoctControl ‘11II I1I, '"®' • 0592 C 1111 mum : -12 rn t ATE'-[f/�/ drawing no. n •., M14-01 A11111.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • . • • • • • sheet 6 of 9 TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE #14 SMS 1-3/4' O.C. MIN. 4 PER CLIP ANCHORS TYPE 'B2' \FlL B\L'IDC II OR FLOATING CLIP SNUG FR INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE RE 3/8" MIN. TYP. 0 o TYPICAL ANCHORS TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE \\ \ \ \, \ \. \ \ 4 a / #14 _fl j MIS. 1-3/4" O.C. MIN.-/ 4 PER CUP II FlL_ BLCC OR \\ W009 9 RE [FLOATING CUP SNUG FR INSIDE MULL 2 7/8' TYPICAL ANCHORS TYPE `B4a' #14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE U U L2 X 2 X 1/8' ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KS], Fy-155 KSI) MASONRY 1-3/4" 2-1/2' WOOD 1-1/2" I 1- WOOD = 2BY WOOD BUCKS OR W000 STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK Cm = 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GI A7ING SYSTEM AND TRANSFER THEM 10 .BUILDING STRUCTURE ANCHORS MAY BE HEX OR FLAT HEAD. • • • • • • • • • • • • • • • • - • • • •• • • • •• • • • •• PRODUCT REVISED as complying with the Florida • • • • EPi SoiDate 6/21(2(1,19 • • •• •• • •��• • • • • • ey of Miami -Da'- P • • oct Co trot • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • �a j 0 \ vl z p m ,i/ C p'o a2 Odry`8 0. Cot. o ta 1I ti N CDag2 0.Qo G ogib¢ Z O m <622 �ZUI o V � P^ drawing na. M14-01, (sheet 7 of 9 41. TYPICAL ANCHORS 4- PER CLIP (2 ON EACH WING) #14 SMS 1-3/4. O.C. MIN. 6 PER CUP ANCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE FLOATING CUP SNUG FFT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE 2 X 2 X 1/6" ALUM ANGLE TYPICAL ANTCHORS: ANCHOR TYPES SUBSTNTE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY •ELCO' (Fu-177 KSI, Fy-155 KSI) MASONRY 1-3/4" 2-1/2" WOOD 1-1/2" I 1" WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-S0 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN- IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRAN�r Ui THEM TO BUILDING STRUCTURE ANCHORS MAY BE HEX 0R FLAT HEAD. •• • • • • • • • • •• • • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • • • • • • NOA-Mo. •17-121.8.14 • • • • • • Exp at n [rota 0123/2019 • • • • • • • • • • •• •• • • • • • • Mlam , a • - •duct Control N ;`S'ONAL �� I I1111111 ALUMINUM TUBE MULLIONS MULLION\M14-01E FAX (305) 585-5902 drawing no. M14-01 (sheet 8 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • 114 sMs SEE CHART FOR QUANTITIES #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 1. TUBE MULLION TUBE MUWON #14 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH 5M5 2 PER CUP 1" 0.C. MIN. 1-3/4" X 2" X 1/9" (FOR 28Y TUBE) 3/4' X 2" X vs- FOR (18Y TUBE)) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 s15 SUBSTRATE ALUMINUM ANCHOR CHART NO. OF SCREWS TYPE A2 TYPE A4 2 3 TYPE A6 Ed. = MIN. EDGE DIST.!MI.N• CL TO CL SPACING" 5/8" 1/2" ,_ If •• ••• • • • • • •• • d 1 • • • • • ••• ••• • •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • • • • • • NOAd1o. • 17-1218.14 • • • • • • Exioratjpn I:6410/23/2019 • • • • • • • • ram' • • •• •• • • By • • • • Miami —De oduct Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • CS - 4 70582 `— , ATE OF ORi0 ••G,o�� ALUMINUM TUBE MULLIONS j AL-FAROOQ CORPORATION d ECO WINDOW SYSTEMS, LLC. ENGINEERS836O&SUNSET PRODDRIVEUCTSUITE DEVELOPMENT , 8502 N.W. 80th STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) dm! MEDLEY, FL. 33166 TEL. 2648100 FAX. 2626978 TEL (305) 885-5299 FAX (305) 885-5902 l MUWON\M14-01ESW; m •A JIBL drawing no. M 14-01 (sheet 9 of 9