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WS-18-934 :F yr e 4"'- -' _. •� _. _ �, "��— -^"- .6:..•._ .r...... .may �� \` _- t^ 1177 4, 3 • �` ti//.iiJ�" i�On..'J�:y�lrllJ -fit � � _ �i.}}.¢ SF � i. ,moo, y .a I i Inspection Worksheet Miami Shores Village + 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-306084 Permit Number: WS+18-934 Scheduled Inspection Date:June 18,2018 Permit Type: WindowslShutters Inspector:.Naranjo,Ismael Inspections Type: Final Owner: SANGUINETTI, IRIS Work Classification: Window/Door Replacement , ` Job Address:369 NE 97 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060135774' Project: <NONE> Contractor: INFINITE BUILDERS LLC Phone: (954)924.4014 Building Department Comments REPLACEMENT OF 21 NEW HUGH IMPACT RESISTANT Infractlo Passed Comments WINDOWS. INSPECTOR COMMENTS False TO REPLACE WSi6-1304 r k I Inspector Comments PaSSeCI E?l CREATED AS REINSPECTION FOR RVSP-301311.6/712018 NOT READY I Failed Correction Needed Re-Inspection Fee , No Additional Inspections can be scheduled until re-inspection fee is paid 4 f a t June`15,2018 For Inspections please call: (305)762-4949 Page 13 of 27 k 4 { Permit NO. WS-4-18-934 Miami Shores Village Permit Type:1tindows/Sutters 10050 N.E.2nd Avenue NE to,* Classification:Window/Door Rep«lacern Miami Shores, FL 33138-0000 Perill — -,� Permit Status:APPROVED Phone: (305)795-2204 t0RioA Issue Date:411912018 Expiration: 10/16/2018 Project Address Parcel Number Applicant 369 NE 97 Street 1132060135770 IRIS SANGUINETTI Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell IRIS SANGUINETTI 369 NE 97 ST MIAMI SHORES FL 33138-2405 Contractor(s) Phone Cell Phone Valuation: $ 30,000.00 INFINITE BUILDERS LLC (954)924-4014 (786)301-3898 Total Sq Feet: 0 t Type of Work:REPLACEMENT OF 21 NEW HUGH IMPACT R Available Inspections: No of Openings:21 Inspection(Type: Additional Info: Classification:Commercial Window Door AttachmentFinal I Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.00 Invoice# WS-4-18-67113 I DBPR Fee $0.00 DCA Fee $0.00 04/19/2018 Check#:6646 $ 108.00 $50.00 Education Surcharge $0.00 04/10/2018 Check#:4480 $50.00 $0.00 Permit Fee $155.00 Scanning Fee $3.00 Technology Fee $0.00 Total: $158.00 In consideration of the issuance to me of thisermit r p 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. I OWNERS 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 ng. ermore, I authorize a above-named contractor to do the work stated. 0 �i April 19, 2018 AuqWizetM ignature:owner / Applicant Contratfor / Agent Date Building Department Copy April 19, 2018 1 Miami Shores Village 713Y _Fjv-F�D 1� • u` - . D BuildingDepartment R 10 18 p Q� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(30S)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20igS" BUILDING Master Permit No. UIS I ct 3 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING [W] REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS n CHANGE OF ❑ CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 361 y1 City: Miami Shores County: Miami Dade zip: Folio/Parcel#:It-3240-A/3Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name(Fee Simple Titleholder): ZAK14 57anszmu Phone#:�T' _5/0_SZ222 ce Address:_ ejj ��5/ p / City: State: Zip: 3 3/`y-Q Tenant/Lessee Name: Phone#: i Email: CONTRACTOR:Company Name: .� �i/1/Tt� &,jL&kfs Phone#: Ar,-_v?-3-7z5 Address: 16/z W w Q/-174 d (7- City: &em h State: 26 Zip: Qualifier Name: ai—as/Q7�h � yq Phone#:' __6.- State Certification or Registration#: e0rC 1wt"?04- Certificate of Competency#: DESIGNER:Architect/Engineer: V,6:1 V 6110.7 Phone#: Address: fts PO/? 117,eAlygu RILIA City: rl1'671y/ State: Zip: 33/7? Value of Work for this Permit:$ Square/Linear Footage of Work: ❑ Addi 'on "' " „� .Type of ❑ Alteration ❑ New ,,, .• •� y ❑ Repair/Replacee �❑ Demolition rDescription of Work: Specify color of color thru tile:: ' Submittal Fee$ 450 ; Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$_I Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ J s rs r+ TOTAL FEE NOW DUE$ J (Revised02/24/2014) Bonding Company's Name(if applicable) " 'd Bonding Company's Address City State Zip I v, Mortgage Lender's Name(if applicable) Mortgage Lenders Address F 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 coof commencement and construction lien law brochure will be delivered to the person whose property is subject t ttac nt. Also,a rtified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ich a ur seven days after the building permit is issued. In the absence of such posted notice, the inspection will not be app oved an a r spection fee will be charged. x Signatur4l Signature R or AGENT C/N T F(A5OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I "( day of 'TWc`I, ,20 If byIC da1Qf 4.0\ ,20 (1 by &i tC4-u-yk►.%Aj4—k who is personally known to IIiA who is personally known toIli 1-4i me or who has produced as me or who has produced as identification and w id ake an oath. identification and who id to a ath NOTARY PUB C: OSCAR SERGIO CUEVA OTARY PUBLIC: MY COMMISSION#GG 0 ,o c EXPIRES:March 9,202211 oP ''Bonded Thru Notary Public Underwriters ! ' ;tq}"P'`� ; OSCAR SERGIO CUEVA Sign: ~ ��'•• igrr _ - MY COMMISSION#GG 046361 a = 9,2021 1 r ). • i•Fa;Pt° ' Bonded Thru Notary Public Undewwiters Print: Print: Air Seal: Seal: **s***rr**ss*sr*ss**r**r•s**rr*srrr*ss*****sus*rs*ss*****s*s*****s*****rs*s•r***r**s*s*�''*"**sss*ssstt*ss****s APPROVED BY Plans Examiner Zoning VL- Structural Review Clerk (Revised02/24/2014) Victor Ceron, PE .... ••••• PE#63023 •• ••'•'• PROJECT INFORMATION DESIGN PARAMETERS go '"''• • CLIENT INFINITE WINDOWS V 175 mpg-** � *00:00 •••• • PROJECT NAME Sanguinetti Residence H 25 ft PROJECT ADDRESS ROOF TYPE SLOPED - RISK CAT. 2 CODES EXPOSURE C / Florida Building Code 2014 Kzt 0.9 ;LYS ASCE 7-10 Kzt 1.00 IAN Kd 0.850- qh (ASD) 35.99 PSF T� WIND LOAD REQUIREMENTS FOR WINDOWS ZONE A(SF) qh(PSF) Gcpi GCp+ GCp- PRESS.REQ(PSF) 4 10.00 35.99 0.18 1.06 1.16 44.60 48.38 4 15.00 35.99 0.18 1.03 1.13 43.42 47.20 4 20.00 35.99 0.18 -1.00 1.11 42.59 46.37 4 25.00 35.99 0.18 0.99 1.09 41.94 45.72 CO 4 30.00 35.99 0.18 0.97 1.08 41.41 45.19 1 4 35.00 35.99 0.18 0.96 1.06 40.97 44.75 4 40.00 35.99 0.18 0.95 1.05 40.58 44.36 5 10.00 35.99 0.18 1.06 1.48 44.60 59.72 5 15.00 35.99 0.18 1.03 1.41 43.42 57.37 5 20.00 35.99 0.18 1.00 1.37 42.59 55.70 5 25.00 35.99 0.18 0.99 1.33 41.94 54.40 5 30.00 35.99 0.18 0.97 1.30 41.41 53.35 5 35.00 . _ _ 35.99 0.18 .-0.96 1.28 40.97 52.45- - 5 40.001 35.99 1 0.181 0.951 1.261 40.58 51.68 8883 e Fontaineblau Blvd#105 Miami, F133172 Ph:786 2825292 viceronc@yahoo.com - _ a ' -o MIAMI.DADE MIAMI-DADE COUNTY YROCDUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESO ER 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 35501�I" +49 Scree# Mia SCOPE: This NOA is being issued under the applicable rules and regulations governingth a use of t"stiruction...... materials. The documentation submitted has been reviewed and accepted by MiatrttDade CountrRER - .' Product Control Section to be used in Miami Dade County and other areas where'aflbVM by the•Authority••••:. Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dade!jui!ty Produ" L.ontrol• • Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade.Cqujtlty)reserve the righe ". to have this product or.material tested for quality assurance putoses. If this roddCti br mar--IV. ils to P q h' P P p ...... perform in the accepted manner, the manufacturer will incur the expense of such otesting and the 4LHJ may • immediately revoke, modify, or suspend the use of such product or material within theinjurisdictiov. RE%..... reserves the right to revoke this acceptance, if it is determined by Miami-Dads Copv Product Control Section that this product or material fails to meet the requirements of the applicable Mlding cods'-;-. :This product is approved-as described,hereifi%and_has been designed to comply with the Flom Building Code,indluding the High Velocity'Hurricane Zone. . .-.,_ .=Baa—.-+.....�,,., �... �.,,a.....�.---...—....�, .e-- ESC iaZ dries'15100 F#xed'Casement"Alumirtum Fixed APPROVAL DOCUMENT: Drawing No. W11--15,titled"Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 03/22/11,with revision D dated 05/06/15,prepared by Al-Farooq Corporation, i signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. "� A+CT Targe and rntw fissile lire esstat LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., 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 because for termination_an_d'removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA,is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.43 and consists of this page i and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NSA No LISeptember-22,201;� 15-0 1'29.�� MIAMFDADE COUNTY ..� 0.x miration Date: , proval Date:� ay 14,2015 Page i I ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0531.09) 2. Drawing No. W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 03/22/11,with revision D dated 05/06/15,prepared by Al.Farooq Corporation, signed and sealed by Javad Ahmad,P.E. : •••• see*** .. . •. ...... .. . ...... B. TESTS ...;. • 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •••• ;••••; 2)Uniform Static Air Pressure Test,Loading pet-PBC TA9.10 194 ••••• 3)Water Resistance Test,per FBC,TAS 202-94: . : •••••• 4)Large Missile Impact Test per FBC,TAS 241.9.4. •. 5) Cyclic Wind Pressure Loading per FBC, TABS 2'b3r94 ••••; along with marked-up drawings and installation diagram of an:11u0pum fixed casement window,prepared by Fenestration Testing Laboratory;Inc Test.ROQbrts • No. FTL-6294 and FTL-6295,dated 02/25/11 and 03/16/11 respectively,both signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. I1-0531.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 10/28/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. ' 2. Notice.of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. V Manuel ere ,P.E. Product Contr.I miner NOANo29.04 Expiration Date: September 22,2016 Approval Date: May 14,2015 E-1 i ES Windows,LLC - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated October 28, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-62J issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and;0306/11 respeeAvely,•••;• both signed and sealed by Marlin D.Brinson,P.E. ...... .. . ...... (Submitted under NOA No. 11-0531.09) ...;•• • ...... G. OTHERS •••• •••.. 1. Notice of Acceptance No. 12-0223.43, issued to ES Window*LTC, for.their Series••'••• "5100 Casement" Aluminum Fixed Window - L.M.I., appz(Md ion 0571jA92 and•••:• expiring on 09/22/16. • 4 Ma uel Pe z P.E. Product Control xa iner NOA No. 1 29.04 Expiration Date: September 22,2016 Approval Date: May 14,2015 E-2 i " 1�I WINDOW WIDTH I % SURFACE APPLIED D.L. OPG ZG FALSE MUNRNS A �w OPTIONAL 3 a o V ii II �FDF C II II C ��j O I I 11 0 u n Q�3� 6 = o -----D--I=--B----- 16 z to oJ ------n-->r--rc------ J r,7 = II II = II II 1 3 ii ii 3 h w m Jr, 4' 13 j JLi 6'MAX. MAX.. ? N " HEAD/SILL HEAD/SILL CORNERS 30 M n M m TYPICAL ELEVATION Z 3 I ui 3z�^ IQ Iri0a I WM: SERIES 5100 DAYLITE OPENINGS: —� ALUMINUM FIXED WINDOW D.L.O. HEIGHT WINDOW HEIGHT — 6.9375" D.L.O. WIDTH — WINDOW WIDTH — 6.9375" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. RR APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE oi�o� COMBINATIONS OF FIX./FIX. OR FIXED WITH SERIES 5000 a CASEMENT WINDOWS USING MULLIONS IN BETWEEN. m g§c LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• o_oor«$ THIS PRODUCT HAS BEEN DESIGNED AND TESTED COMPLY WITH THE • • • • • • • • • m 8 0_'$ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • N o m u HURRICANE ZONE (HVHZ). • • TH16E 41I1,191DWSIDARG WKD FOR LARGE& SMALL MISSILE IMPACT. r �� ••• •• SHC1:SLS ARE fIOT•REQUIRED. • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • •♦ q LOADS TO THE STRUCTURE. Engr.,uvAD ANIMD 1 `ANCHORS SHALL BE AS'GSTED, SPACED AS SHOWN ON DETAILS.AANCHORS CIVIL t•RODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. M PE Y 70592 ns—plying with the Plod& •�� • 00* •• 4MAY BWIlii'gCud,ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ATE • • • • QI5 �cmptauceNoI •NOT PART OF THIS APPROVAL • • • • • x imllon Date 2Ql�pA LOAD DURATION INCREASEIS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • •• •• • • • drawing no.MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT •• • ••• • • rami ProQ. dr11_1o.COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. ��r of 7 sheet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY -PSP DESIGN LOAD CAPACITY- PS➢ 5/32• HW STftFWO,GtAFS 5/32'HEAT STREN'D. GLASS �U GLASS TYPES GUSS TYPESi W N VINDOA DIMS. 'C', 'D', $' &'P' AINDOM DIMS. 'C', 'D', 'E' &'F' ' .U-.0 9TIERLAYLR .090"INTERLAYER WIDTH(W) LENGTH(L) EXT.(+) INT.(-) WIDTH (W)LENGTH(L) EXT.(4) INT.(-) CBUTACTTE PVB B/'DlIPO T' SENTRYGLAS BY'DUPONT' 24" 90.0 90.0 19-1/8" 90.0 90.0 j 1%8'HEAT'5'TREPt'D.G 1/8" HEAT STREN'D. GLASS dc Q 30" 90.0 90.0 26-1/2" 90.0 90.0 1 `44 ,St1,KbNE SILICONE 2 W 36" 90.0 90.0 37' 26, 90.0 90.0 Y �DOW,O�2µINC 795/98'J` L� DOW CORNING 795/983 O o 12" 42' 90.0 90.0 48" 90.0 90.0 1�i '"t z m Q U 48' 90.0 90.0 53-1/8" 90.0 90.0 M {u IL 54' 90.0 90.0 62' 90.0 90.0 '• 4 r^' 4 60' 90.0 90.0 19-1/8' 90.0 90.0 So 3A1 I 1~ ~� m v 3A �� I� Q Q �. i I it II I,a H 82' 90.0 80.0 26-1/2" 90,0 90.0 ll _ _ V �I 24' 90.0 90.0 37' 90.0 90.0 „-\L7� 11 7 O d<Q 30" 90.0 90.0 48" 90.0 :00,10, 0.0 38" 90.0 90.0 53-1/8' 90.0 900 ww p qgW O 42' 48' 90.0 90.0 82" 90.0 90.0 {(81 AT 1/4 POINTS ON LfTES LL. Z 0j 48' 90.0 90.0 19 1/8" 90.0 90.0 9 WIDER THAN 38" 54' 90.0 90.0 26-1/2' 90.0 90.0 [[ Q f 60' 90.0 90.0 37' 90.0 90.p ?1'.at��-aY) --5'� GLASS TYPE 'D' SETTING BLOCKS AT LAM. GLASS SD-5/8" NOTCH GLAZING BEAD LEG O 62' 90.0 90.0 48" loo 90.0 _ TO CLEAR BLOCKS 24' 90.0 90.0 53-1/8' 90.0 5/32" HEAT STREN'D, GLASS 5/32'HEAT STREN'D. GLASS 30 90.0 90.0 82' 90.0 OR OR v n 36' 90.0 90.0 19-1/8' 90.0 5/32"TEMP.GLASS 5/32"TEMP. GLASS o 42" 54' 90.0 90.0 28-I/2" 90.0 1/4"AIR SPACE 1/4'AIR SPACE 3 48' gp ID54' 88.5 88.5 48" 63" 90.0 I/8" HEAT STREN'D. GLASS A�E " STREN'D.GLASS � JU60' 88.5 B8.5 53-1/8' to 90.0 .090 INTERLAYER INTERLAYER J W 62' 88.5 88.5 62' 77.1 77,1 BUTACITE PVB BY'DUPONT' YGLAS BY'DUPONT' z N� 24' 90.0 90.0 19-I/0' 90.0 90.0 5/32'HEAT STREN'D:GLASS32 HEAT STREWD.GLASS ��,0 0 M X. 90.0 90.0 26-1/2' 90.0 90.0 SILICONE 38' 90.0 90.0 37" 74-1/4' SILICONE 90A 90.0 DOW CORNING 795/983 pDOW CORNING 795/953 N 3 Z 42' 60" 90.0 90.0 48' 90.0 90.0 F 48' 90.0 90.0 53-1/8" 90.0 80.0 i O54' 88.5 88.5 19-1/8" 90.0 90.0 4 .. 11 g Lo60' 79.7 79.7 26-1/2' 90.0 90.0 3B ! i \ i V)it62' 79.7 79J 37" 78' 90.0 90.090.0 90.048' 90.0 90.p30' 90.0 90.0 51' 90.036' 90.0 90.0 'oma 42' 86` pp.p„ 9p,p, 9A AT 1/4 POINTS ALL SIZES `o_u ;aa� 9ao. 90.0 l m o 0 54' 88.5 68.5 W SETTING BLOCKS AT INSUL LAA. GLASS 59" 61.0 61.0 SaI,ASS TYPE 'E' GLASS TYPE IF' NOTCH GLAZING BEAD LEG v 3 24' 90.0 90.0 TO CLEAR BLOCKS ' 30' 90.0 90.0 GLAZING OPTIONS M. 72, 90.0 90.0 c• -a o 42" 90.0 90.0 LNOTE: •• ••• • • • • • •. °o$ N • • • • • • • • • '°- 8 5�$ 48" 90.0 90.0TO% • • • • • • • • v ,i QUALIFY FOR SMALL MISSILj IMPAr♦T•RA�t•TG• • • ••• • `o 54' e6.s 8645 EXTERIOR PLY OF GLASS TYPES•E' & IW' MUST BN TIMPIRECh • 24' 90.0_ 90.0 3 %�y •• 4,10 4, •• • • • •• _ 30' 90.0 90.p Engr:JAVAD AHMAD PRODUCT REVISED �+ •�� JB' 90.0 90.0 CML ne complying with(he Flrw _ MCAN. 70592 puildiug Coda o 42' 75' 90.0 90.0 _ -.... „„,,.,,,, „„,.,,,, _ • ••• • ••• • Auepmnc.N.lS-0/Q*04* 09 - 48' 90.0 90.0 d=111E: • • • • • e-y • • g- �mli°n Det. 51' 90.0 90.0 WIDiH AND LEfF`TFi DM£T.:+tpHS'CAN BE ORIEN LD ••• • • ••NOTE: WeGLASS CAPACITIES 13 THIS SHEFT ARE• • V1111-15 BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet Q of 7 000 • • • • ••• • • 0 900 • • • • • • • • • • • 1010 1010 • • • 1010 1010 10100 0 0 0 ••• 0 • TYPICAL ANCHORS SEE ELEV.FOR SPACING y N JYf%ICAt.ANCHORS TYPICAL ANCHORS .. ., .=... $ tO� J SEE ELEV. FOR p 3 SFE-ELEV.F SPl&?1G �\ iSit METAL t I[MmJ .,OAOE NSV AFIPAC'ES1 Iy is �� IL 6 Z YitS+'iU BUCK RE MULLkON el NULL101J AtiCNOP 1 EDGE DI 0 M_ u EDGE kj SEE SEftARATE NOA ? DIST. i ttiG1~ — a it,r E4KSE I�`'T � DIST. -1 _ »..lid 0 Lis I v N 2 _ _ 00 WOOD BUCKS AND METAL'STRUCTURE'NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T Vp CAL ANCHORS' SEE ELEV. FOR SPACING ? J W j '— (4u=177 KSI.FY-1 KSI) .11x�",.�d.-��S`-4N. � to v n o 13.1 r) 9 INTO 28Y WOOD BUCKS' OR`WOOi3 STRUCTURES MIN. PENETRATION INTO WOOD o Z -�] u 3z o THRU 18Y BUCKS INTO CONC. OR MASONRY I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY w In<3 x g t DIRECTLY INTO GONG. OR MASONRY �y W M z ], 1-1/4" MIN. EMBED INTO CONC. OR MASONRY j (GRADE 2 CRS) h 614 euc nR SFLF DRILLIfS�BEbIS MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MINM u m o P ALUMINUM 1/6" THK. MIN. (6063-TS MIN. ii (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) U W W d scnCF�DISTANCE MIN. I, Q„�„ INTO CONCRETE AND MASONRY 2 n + N INTO WOOD STRUCTURE 1' MIN. •y o 1 4MIN. INTO METAL STRUCTURE 3/ " I sSILL OR JAMBS SG - 0.55 MIN. E WOOD AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C I w •• ••♦ •CONCRETE AT HEADED BLOCK AT JAMBS fm - 2000 PSI MIN. i3� ..L� t{ • • • • t • • • •• r• .• ~{ • • 4141 • • • • • En9r:JAVAD AHMAD PRODUCT REVISED rv ( CML .cam 1 yin ,ilh the Florida • •• • • • • ••• • FLA PE 70592 Euild'e g Code a • • • • • • • • • C.AN. :,38 Acceptance No� s 410 41.40 •• • • • 4141 g Ex iratlan 0Y drawing nc Mian prod 41 W 11 1: ti ° c •' ••• • •41 • ANCHORS2{{(1 \\ SEE ELEV. FOSPAGNG ••• • • •• • • •• "• ZI' sheet 3 of • •• • EDGE DIST. •• • •• SEE ELEV. FOR"SPACING ••• • e^ EDGEA DIST. 4141• • • • • ••s • • . • • • 4141• • • • • • • • • • • • • • • 4141 4141 • • • 4141 •s •41• • • • 4141• • • i 08 Q[� 0 1/4-SHIM 28Y WOOD BOOK a ty 1Id Wdr, tq W D STRUCK '-' 6Hf#t5 yr aaa v. $ y I . Va"PWhI T'aPKit AriCt!OFt5 O 0 ah0 ug1 1/2+ y SEC E .FOR t2Q (N�t 4 W W x F TYPICAL ANCHORSSEE ELEV. W ttF-- * > •t p m FOR SPACING 1 EXTERIOR D.L.OPG. � V v WINDOW WIDTH. ._. .. 2 N(n V n N Z Z V)ip Q.". 3/1V MAX. W SHIM O TYPICAL ANCHORS " SEE ELEV. FOR SPACING d+ �8 AWG€W 8 - • • •• • • • • • < m METAL • • • • • • • • • STRUCTURE •• ••• •• • • • w• Engr:JAVAD AHMAD ! •1 PRODUCT REVISED CML _ FLA.PE 70592 m implying with the Florida C.AN. }g Doilding CodeI A mm No _S • • • • • : • : :x iration • •• • • *Alam' adePro" drawing no. •• • ••• • • W11-15 sheet 4 of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS n SEE ELEVS. FOR SPACING SEE ELEV. FOR SPACING EDGE METAL fr__________________�� Z • 31 EDGE DIST. I ,. e [STRUCTURE iI� MMCOUNTY APPROVED 1 1 Q MULLION ANCHORS SEE SEPARATE NOAULUON8, IL G a II I, I EDGE I I DIST. I c{ v GS' 0$ � h io 10 V D N 0.3 ALT. Q LL TYPICAL ANCHORS Q SEE ELEV. FOR SPACING 0 ^ n J J hq i W t I� 0 0 1/4'MAX.. ALT. O G a M n SHIMS O Z 3 10 ' •n 4.1/4' ES 41�_ - O . ae r o 8 s a °1�:gam OTYPICAL ANCHORS c m- ALT. •• ••• • • • • • SE•ELEV. FOR SPACING o 0 o H 8 m • • • • • • • • • . 8068 10 • • •• • • • • • �o. min • •• • • • • ••• • Ery,:JAVAD AHMAD PRODUCT REVISED H ,^ o w M.PEML 70592 ss complying with the Fluids I CAN.+¢538 eulldiug('ode u v • ••• • 000 • • Aucptmce No sTYPICAL ANCHORS • • • • • • • • • • � Ex irnei Dele �/(p SEE ELEV.FOR SPACING • • • • • • • • •• • • • • • •• • • By EDGE DIST. • •• • •• •}- • • 015 Mimni ade Produce on drawing no. •• • INSTAfA�PIOrf DETAILS VYITH FLUSH FRAME ADAPTER W 1 1-15 sheet $of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -2 391 ITEM PART N QUAN71TY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �u 1 ES5015 4 FIX.WOW. FRAME 6063-TB - vwj 2 ES5016 4 FIX.FRAME COVER 6063-T6 I 3A ES1103 AS REDD. GLAZING BEAD(LAM.CUSS) 6063-T5 3B ES1017 AS REOD. GLAZING BEAD(INSUL. LAM. GLASS) 6063-T5 O $ z 4 27-425 AS REDD. GLAZING GASKET EPDM DUROMETER 60 SHORE'A' 2.123 5 - AS REOD. FRAME ASSEMBLY SCREWS - /10 X 1'PH SMS Qd N y 3'471 1.876 8 1 PJS40-SS AS REDD. CORNER LOCK ST. STEEL SULLIVAN k ASSOCIATES rl cDi 7 - AS REOD. 1X3 CUSTOM MULLION 6063-T6 - CCu 7A - AS REDD. 1X3 STANDARD MULLION 6063-T6 - r .062 6 - AS REOD. MULLION CLIP 6083-T6 - � i 9 27-372 2/LITE SETTING BLOCK,7/16'X 3/16'X 3-1/2'LONG EPDM AT 6' FROM EACH END,DUROMETER 7535 SHORE A a W 17��ti g 9A - 2/LITE SETTING BLOCK,5/16'X 5/B'X V LONG EPDM AT 6' FROM EACH END,DUROMETER 7535 SHORE A Q d QQ p 1.382 10 ES-50117S REOD. FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 01 FIX. WDW. FRAME I1 - AS REOD. GLAZING TAPE(1/4'X 1/2') FOAM SEALANTS: Q 062 ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS 72 SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. 6 O —{ W ast v O2 FIX. FRAME COVER 3 i w � I r �{ �.32e 3 J w .803 050 N c")h g�MI .837 � Ln u�1_v GLAZING STOP (LAM. GLASS) i I � Lj g0 .135i r L�.062 I—f .803 ,050 500 723 a m o rc 3B a 3 GLAZING STOP (INSUL. LAM. GLASS) 10 FLUSH FRAME ADAPTER -�•{ 1.ODD —{ 1.000 .720 •• ••• • • • • • •• o co .338 • • • • • • • • • w $`o"� 8 • • • • • • • d o a m u o .725 ,725 OPTIO • • • • • • • �� 3.000 3.000 125 2.750 FRAME CORNER Engr: MYAD AHMAD p:DDUCTRF,VISED li 2.000FU.PEARL 0592 a cw7f`IMgwilh111eFlorid. a ,• CAN. ['ailding Code , ••• ••• • • Ed. ••• ••• y A:."PW...No 5'�l2 �Q. .. Ex ir.lio L L11 Dale x .338 • • • • • • • • 2l a ii •• • • • • • •• • • DY O 3.750 • •• • •• • • • Mliwnl P drawing no. •• • ••• • ••• • °o—Con 1 X 3 1 X 3 M S W11-15 Qi CUSTOM MULLION 7A STD. MULLION O8 MULLION CUP sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r MUWON LOAD CAPACITY-PSF MULLION LOAD CAPACITY- PSP �U I s G l s s 1 x 5 1 X 3 CLIPPED MULLIONS WINDOW DIMS. SID.MULL CUSTOM MUD, WINDOW DIMS. STD.BULL CUSTOM MULL DI.(+) EXT.(+) EXT.(+) EXT.(*) Z 3 WIDTH(W)LENGTH(L) INT.(-) INT.(-) MUTH(W)LENGTH(L) INT.(-) INT.(-) O F _ 26-1/2" 90,0 90.0 30" 90.0 90.0 Q 37' 90.0 90.0 36" 90.0 9010 Q f n n 42' 90.0 90.0 42" 90.0 90.0 O 45' 58' 90.0 90.0 48" 54' 90.0 90.0 0 0 � �, fL Lu 48' 90.0 90.0 54' 90.0 CL 90.0 'i O u 53-1/8' 90.0 90.0 60" 90.0 90.0 52' 90.0 90.0 62' 90.0 90.0 26-1/2" 90,0 90.0 W. 90.0 90.0 01 K yu M 8 37' 90.0 90.0 36" 90.0 90.0 0 0.<p 42" 90,0 9010 42" 90.0 90.0 O 45' 83' 90.0 90,0 48" 60' 90.0 90.0 48' 90.0 90.0 54' 90.0 90.0 Q W U(AA 3 53-1/8° 9010 90.0 60' 90.0 90.0 Wt W2 J l6 Y{ 62' 90.0 90.0 62' 90.0 90.0 '] 26-1/2 90.0 90.0 30" 90.0 90.0 TYPICAL ELEVATION 37' 90.0 90.0 36" 90.0 90.0 SIDE BY SIDE WINDOWS 42' 82.5 90.0 42' 90.0 90.0 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 45' 74-i/4' 78.6 90.0 48' 66' 90.0 90.0 Wl t W2 ; 48' 79.4 87.4 54' 90.0 90.0 WIDTH (W) = 2 53-1/8' 71.0 83.2 59' 90.0 90.0 8 26-1/2' 90.0 90.0 30" 90.0 90.0 3784.2 90.0 36' 90.0 90,0 J LDu 42' 76, 76.4 90.0 42' 72' 90.0 90.0 J W => 45' 72,8 67,6 48" 83.8 90.0 2 3/4' 1/2' TYPICAL ANCHORS z Uj N N 48' fi9.7 84.5 54' 78,4 86.8 6 4 PER CUP ] 3 SEE SHEET 3 0 j7 91' 67.1 81.9 30' 90.0 90.0 FOR DESCRIPTION O M 38' 88.1 90.0 o Z_ 42" 78' 78.4 90.0 3 Z 48' 69.7 51' 67,1 81.9 w W N Q NOTES: n 1. USE CHART ON THIS SHEET FOR SIDE W SIDE CONNECTION CAPACITY OF WINDOW MVLUON, 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 7. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO c ENTIRE SYSTEM. so 0 W o rc D � 7 SERIES 5100 SERIES 9100 FIXED WINDOW FIXED WINDOW c 4 •• .•• • p °;. . .. soaas�g Enyr.JAYAD AHMAO CNIL :'RODUCT REVISED ' Fu.PE 70592 ss complyIng with the Fled& ,� o It PE 538 Bullding Code -• • • Expimlim Date 20116 $ 8 b $ • • • • • • • • Accept-cc No 15-110-04 EXTERIOR o • '•II�OW WIDSH •• • • WANDOW WIDTH mi Pm" drawing no. •• ••• MULLION MAY 8 015 W1 1-15 L.heet 7 of 7 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI- MIAMI-DADE COUNTY + • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOil41C RESOURCES(RER) 11805 SW 26 Street,Room 208 a BOARD AND CODE ADMILNISTRATION DIVISION T(786)315-2590 F(736)31X2599 NOTICE OF ACCEPTANCE (NOA) . vnvw.miamidnde.aov/econonw 10653 l E.Quaybrldge Ct.. Nliam ,f L-33138 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- Produdt Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed'to comply with the Florida Building Code,including the High Velocity Hurricane Zone, �3F PTIC3N Scrics°�:1 sfI#�" �.hurnrruurtr F'r��: '��tro�v L,r�I�I. • APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminuin Fi,*ed *. Vtndow (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "Y' dated ODZZ'41 4, prepare¢ by At •••• Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami;Djtde Coynty Jroduct••••; Control Revision stamp with the Notice of Acceptance number and expiration &"b� the WAY-Dade.... County Product Control Section. •••••• • • _ ••..• E. ii 'ACT ITATING Ttatdge tattd S,inall"Missile Impact Resistant- LABELING: esistant LABELING: Each unit shall bear a permanent label with the manufacturer's nau$e o1•lbgo, $arrajuquilla....;. Colombia, America Latina, series, and following statement: "Miami-Dade •Couety Proarrcf 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 proces*._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 urspeetion at the job site at the request of the Building Official. This NOA revises NOA No. 13-0617.26 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 Jainre D.Gascon,P.E. MIAMI pADE GOUNTY Expiration Date: Naveunber'tlu>,201 5c ApprovAI'Date:°°February-l2;20'I Page I ES Windows,LLC 'f NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED c A. DRAWINGS 1. Manufacturer's die drawings and sections.. (Submitted under NOA No. 03-0910.01) 2. Drawing No. W03-57, titled "Sebes""--1500 Aluminum Fixed Window (L.M.I.)", sheets 01 through 07 of 07, dated 07/31/03, with revision "F" dated 08/22/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P. E. ' B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading Per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 a 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5339,dated 02/11/08,signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA No. 08-0417.06) t .... 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-91 •••••• *00000 2)Uniform Static Air Pressure Test,Loading pbf FBC TA3 2M-94 •; 3)Water Resistance Test,per FBC,TAS 202 104:;; 0•• • ; ••'; 4)Large Missile Impact Test per FBC,TAS 2MN ;.... 5) Cyclic Wind Pressure Loading per FBC,TA 6903-94 :•'•" along with marked up drawings and installation diagram•bf•ap alui Amin:: fixCO:••• 000000 window,prepared by Fenestration Testing Laboratory,Inc.,Test ReportNo.' FTL-5054,dated 10/03/06, signed and sealed by Edmundo Lprgaeypadaj.1f. •;;• (Submitted under 1VOA No. 06--0308.05) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94*•0 ,••;•• •••0 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, along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. t FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.01) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0923.08 Expiration`Date: November•06,2018 Approval Date: February 12,201.5 E-1 J ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations 'and structural analysis, conformance to and complying with FBC 2010, and with FBC 5"'Edition(2014),prepared by Al-Farooq Corporation, dated 09/10/2014 and 02/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11--0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Sentry Glass@ Interlayer"dated 05/26/10,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS •. 1. Statement letter of conformance to, complying with FBC 5":Edjtipn (24;)*.-** and of... • no financial interest, dated 08/14/14,signed and sealed by Javad'AlAad, WE: '. 2. Statement letter of conformance to, complying with FBC-2U0. j4d of no fi anci4 interest, dated 12/08/11 and 06/05/13, signed and sealed by Ja vad Ahmad,.P�E. ;•••• (Submitted partially under previous NOA No. 12-0223.41) •••• ••••• 0*6 3. Distributor Agreement, dated 10/20/10, signed by Carla 04VA:TorrQdt4 Ord by••'• .. .. .. .. ...... Andres Chamorro. •• (Submitted partially under previous NOA No. 12-0223.41) •.�•;• 4. Laboratory compliance letter for Test Report No. 117"236.- issrted byVer►estratiou Testing Laboratory,Inc.,dated 06/15/10, signed and sealed by Jtlrge•A. Causd,•P.E. • (Submitted under previous NOA No. 12-0223.41) 00 5. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon,P. E. (Submitted tutder previous NOA No. 08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E., (Submitted under previous NOA No.08- 7. Laboratory compliance letter for Test Report No. FTI -5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edinundo Largaespada, P. E. (Sttb)ttitted ttrtder previous NOA No.06-0308.05) Jaime D.Gascon,P.,E. Product Control Section Supervisor NOA No. 14-0923.08 Expiration Date: November 06,2018 Approval Date: February 12,2.015 E-2 I . r ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 8. Laboratory compliance`letter for Test Reports No.'s FTI-3810, FTL-3819 and FTI -3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 13-0617.26, issued to ES Windows, LLC, for their Series "1500,' Aluminum Fixed Window - L.M.I., approved on 09/19/13 and expiring on 11/06/18. ...... .. . ...... ...... .... . ..... . . .. .. .. .. ...... •• • •s.• • a Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0923.08 Expiration Dater November 06,2018 Approval Date: l•ebruary 12,2015 E-3 1 t i MAX. A MAX. FALSE MUNTINS/I (SURFACE APPLIED) n MAY BE USED Z � 3 0� FW I II F �I II U OM O ---=-IL �� L--'- J ' Q yW,�LLL• LL Z 3 Ii ii Q IZu�Y WINDOW WINDOW II II wl� DTH WIDTH I ;I n r � F _1 II r' I I t� --Ir=====T1-- o e ;� 3 � M I I x Um L J . w 44 3/0' w z Tri z o o n O.L.OPG. z 3 0 WIND WIN00,_ W WIDTH_, ;� O^M n II�_lI 48' O Z M b WINDOW WIDTH '� 3 Z vt I I I I TYPICAL ELEVATION I o § I I NN¢ � 41 In� a l I 3 1 I 3 J SERIES-1500 ALUMINUM FIXED WINDOIV APPROVAL APPLIES TO SINGLE UNITS.OR SIDE 13Y SIDE WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH >n ^j COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER I MIAMI-DADE COUNTY APPR'O WINDOWS USING MIAMI-DADE COUNTY c B $ APPROVED MULLIONS IN BETWEEN. ° o I I I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL CT REVISED WILL APPLY TO ENTIRE SYSTEM. owkIplyins with ertd• H rc IIuliding Ondc 7J2 O8 a DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS AccePteoco.� ZO� ~ SHOWN ON SHEET 3. . L J •• ) Bey woo d THIS PRODUCT HAS BEEN DESIGNE%AND TtSTE: Ty C P dY H E• •• N"kholuct Control .,.,� REQUIREMENTS OF THE FLORIDA BIYLDING COOE•INCLI��JG IGJ VEtOCI=Y • o v WINDOW WIDTH wg6ow wa' WINDOW WIDTH • THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. HURRICANE ZONE (HVFiZ). • •• • • • • ••• • SHUTTERS ARE NOT REQUIRED. r fWOOD BUCKS BY OTHERS, MUST 4OCHW"PR%P ItY TO ftN:FEj • LOADS TO THE STRUCTURE. • •• Fng q ' - P T, i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS L 3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Fu CAI. 53.4 B4 3 ANCHORING OR LOADING CONDITftS-NOt SHOWNIN fHESE•OEMILS ARE• - • -qSE - NOT PART OF THIS APPROVAL.: • • • • • • A LOAD DURATION INCREASE IS YS�EO IN•DESIG61 OF ANCHORS INTO•WOO[LQNL.* . 0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT,WHITED •STEEL/yt=f�SCR A, THAT • • •VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WffHIN SQUARE OR RECTANGLE AS COME INTO CONTACT WRH OTHER DISSIM LAR MATERIALL$S'SHALL MEET TV •• 204 W03-57 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet T of 7 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • >r , 1/8"ANN. GLASS SILICONE SILICONE �u .090"INTERLAYER miv_Zi mO��SSS DOW CORNING 795/983 DOW CORNING 795/983 BUTACITE PVB BY'DUPONT' ANN. GLASS 6 6A SILICONE � 28 DOW CORNING 795 ADHESIVE 1/8" LI 6 FOAM TAPE IZF�OO�L OPTO dE 0 U s FFLLCCiIi! ap^�n3 6/16" LAAL GLASS 7/16" LAIL GLASS v a qx o "gym¢ A ALT. GLAZING OPTIONS 5 SQUARE GLAZING STOP CAN BE USED WITH ALL LL V) GLASS TYPE 'A' GLASS TYPES SHOWN ON THIS SHEET. ^ 3/16'ANN. GLASS 3/16'ANN.GLASS F I .090'INTERLAYER .090"INTERLAYER �+ n _ SENTRYGLAS BY'DUPONY BUTACITE PVB BY'DUPONT' o 'O Z � N 3/16"ANN. GLASS 3/16'ANN. CLASS 3: n SILICONE e: SILICONE J m DOW CORNING 795 DOW CORNING 795 J ? rn Li ADHESIVE ? m ADHESIVE z yj Q n �J 6. II II FOAM TAPE 6. I I FOAM TAPE j 3 N n n Nm OPTIO II h m OPT] III o� I,H O_ o w C,4 J � t o W 5 5" + O GLASS TYPE 'B' GLASS TYPE 'BI' 3 0� 3/16" HEAT STREN'D. GLASS -3/16"IIEAT_.STREN'O,.GlABS 5/32"HEAT STREN'D. GLASS - d ,090"INTERLAYER V -..-.090'EMERIAYER .090"INTERLAYER PRODUCE REVISED SEMRYGLAS BY'DUPONT' .4 i 6UTACRE PVID'BY'DUV,ONT' BUTACTE PVB BY'DUPONT' nx camplying whh dw Plmlds 3/16"HEAT STREN'O. GLASS 1t ` 3 10' HEAT.STI"'O.GLASS; BA"m I cock 2 3 Q t -' / 1/4'HEAT STREN'0. GLASS Acceplsnco No H g g$ t} 4 py ,f c d SILICONE V t SIUCONE ••SIUMNE• • • • •• / am INO 796 i m DOW CORNING 79 N DOWOPNING iN ONCOJ • • • • �. m m • •• 1i-em-i Ddo Hoducl COnol ADHESIVE • • •gp} • O � I.. II FOAM TAPE 6, �I FOAE:t TAPE 6, II FORA TAPE• • • • . OPnor� I I U OpI' opno I Engr.JAVAD AMM m m I CML FLA,PE/70592 I CAN.353A s •. 5 .. 000 0 069•. • SAO20!4 W03-571 GLASS'TYPE 'C' CLASS"TYPE 'Cl' GLASS TYPE 'C2' sheet Q of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF ANCHOR TYPES'A'&'C' ANCHOR TYPES.,'N'q&'C' ANCHOR TYPES'A'&'C' ANCHOR TYPES'B'&'C' CLASS TYPE CUSS TYPES CLASS TYPES CLASS TYPE GLASS TYPES CLASS.TYPES GLASS TYPE CLASS TYPES CUSS TYPES GLASS TYPE GLASS 7YPES GLASS TYPES _ N WINDOW DIMS. 'A' 'B'&'BI' C.'Cl'A&'C2' 'A' 'B'&'BC 'C',g'C1'j&'C2' WINDOW DIALS. 'A' 'B'&'Bl' 'C',TV&'C2' 'A' 'B'&'H1' 'C','C1'&'C2' Z 3 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) ERT.(+) INT.(-) EXT.(+) INT.(-) 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 N a 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 24' 108• - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 LL 30' 57.8 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 30' - - - - 57.6 57.6 - - - - 70.0 80,0 ,• G O 116 U 38' 48.0 48.0 48.0 18.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 36' - - - - 48.0 48.0 - - - - 70.0 80.0 �2 36' Q 42' 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 i8' 56.2 56.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 48' 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 24' 120, - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 60.0 V? r 54' 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 30' - - - - 57.6 5700 .6 - - - - 70.0 80.0 VV M 60' 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 36' - - - - 48.0 48.0 - - - - 70.0 80.0 C 6 I<tO4 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 DESIGN LOAD CAPACITY - pSP pp G 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 30' 57.6_ 57.8 57.6 57.6 57.5 57.6 70.0 70.0 70.0 90.0 70.0 80.0 ANCHOR TYPES'A'&'C' ANCHOR TYPES'8'&'C' Q GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPE CLASS TYPES GLA33 TYPES Z - 36' 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 48• WINDOW DIMS. 'A' 'B'&'Bl' 'C',TV&'C2' 'A' 'B' 'C','C l'&'C2' J AZZ7 gryN� µI1 42' 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 WIDTH HEIGHT EXT.(+) iM.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Q W^ r 48' - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 19-1/8' 70.0 70.0 70.0 90.0 70.0, 80.0 70.0 70.0 70.0 90.0 70.0 80.0 54' - - 36.0 36.0 36.0 3fi.0 - - 70.0 90.0 70.0 80.0 26_1/2• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 60' - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 80.0 37' 26' 66.5 66.5 66.5 66.5 66.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 J 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 {g• 66.5 66.5 6fi.5 68.5 88.5 66.5 70.0 70.0 70.0 90.0 70.0 80.0 ; s 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 - 70.0 80,0 53_1/gm 66.5 66.5 66.5 66.5 66.5 6g.5 70.0 70.0 70.0 90.0 70.0 80.0 0 ° 30' 57.6 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 60.0 •Ig_l 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 36' 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 26 -70.0- a v 60' 26-1/2' 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 0 } 42' - - 41.1 41.1 41.1 41.7 - - 70.0 90.0 70.0 80.0 C'm JT 136-3/f3;t 46.7 46.7 46.7 46.7 46.7 16.7 68.1 86.1 70.0 90.0 70.0 60.0 :j 48' - - 36.0 38.0 36.0 J6.0 - - 70.0 90.0 70.0 80.0 48' A 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 54' - - - - 32.0 32.0 - - - - 62.2 71.1 > w 53-1/8' 45.0 45.0 45.0 45.0 45.0 45.0 65.7 65.7 70.0 90.0 70.0 80.0 z ^ 80' - - - - 28.8 28.8 - - - - 56.0 84.0 19_1/g• 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 m ^r7 I 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 26-1/2' 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 . r7 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 o m 37' 50-5/8' 46.7 46.7 46.7 46.7 46.7 46.7 68.1 66.1 70.0 90.0 70.0 80.0 Z 3 J()' 57.6 57.6 57.8 57.6 57.6 57.6 64.2 64.2 70.0 90.0 70.0 80.0 •�•Z o 'A 48' - - 36.0 36.0 36.0 36.0 - - 70.0 90.0 70.0 60.0 _.n 72' - - 48.0 48.0 4&0 48.0 - - 70.0 90.0 jTp.0 -80.0( 53-1/8' - - 34.1 34.1 34.1 34.1 - - 66.4 85.3 66.4 75.9 W (n N 42' - - - - 41.1 41.1 - - - - 70.0 80.0 19-1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 W Ili� 48' - - - - 36.0 36.0 - _ - - - 70.0 80.0 26_I/2• gy,T 6y.2 65.2 85.2 85.2 65.2 70.0 70.0 70.0_ 90.0 70.0 80.0 0 54' - - - - 32.0 32.0 - - - - 82.2 71.1 3T 58' 46.7 46.7' 48.7 48.7 48.7 46.7 '68.1 68.1 70.0 90:0 70.0 80.0 80' - - - - 28.8 28.8 - - - - 58.0 64.0 48' - - 36.0 36.0 J6.0 36.0 - - 70.0 90.0 70.0 80.0 E, 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 53-1/6' - - - - J2.5 J2.5 - - - - 63.2 72.3 0 G 24' 70.0 70.0 70.0 72.0 70.D 72.0 70.0 70.0 70.0 90.0 70.0 80.0 19-i/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 80.0 70.0 80.0 '� 4 M. 84, - - . 57.6 57.8 57.6 57.6 - - 70.0 90.0 70.0 80.0 26_1/2• 65.2 65.2 65.2 65.2 65.2 65.2 70.0 70.0 70.0 90.0 70.0 80.0 ?? >I 36' - - - - {8.0 48.0 - - - - 70,0 80.0 37' 63' - - 46.7 46.7 46.7 46.7 - - 70.0 90.0 70.0 80.0 g 42' - - - 41.1, 41.1 - - - - 70.0 80.0 48. - 38.0 J6.0 48' - - - - 36.0 36.0 - - - - 70.0 80.0 53-I/8' - - - - 32.5 32.5 IB' 70.0 70.0 X0 90.0 70.0 60.0 70.0 70.0 70.0 90.0 70.0 80.0 19-1/8' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 60.0 24' 70.0 70.0 70.0 72.0 70.0 72.0 70.0 7(1.0 70.0 90.0 70.0 80.0 28_1/2• 65.2 65.2 65.2 65.2 65.2 65.2 �,O70,0 70.0 90.0 70.0 SO.O JO' - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 90' 37' 74-I/4' - - 46.7 46.7 46.7 48.7 70.0 90.0 70.0 80.0 36' - - - - 48.0 48.0 - - - .0 80.0 • ••• ,oif i • ! • ! •! 36.0 J6.0 - - 70.0 80.0 42' - - - - 41.1 41.1 - - - - 70.0 80.0 5yt/8' • •t •- ! - 32.5 32.5 - - - - 63.2 72.3 m °m u 48' - - - - 36.0 36.0 - - - - 70.0 80.0 • • • • • ••• • -_-_� 18' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 • • • • • • • • 24' - - 70.0 72.0 70.0 72.0 - 70.0 90.0 70.0 80.0 Engr.JAYM AHI.AW 30' 96' - - 57.6 57.6 57.6 57.6 - - 70.0 90.0 70.0 80.0 CML i ru !7oss2 ODtJCI'RBVISHD I 36' - - - 7. 48.6 18.6 - - - - 70.0 80.0 0 o comPlYID9 whh Ile Fl0lf& •• $`. 42' -_ - - - - 41.1 41.1 _ - - - - 70.0 80.0 • �i•• 3 • • i • • L Rdleg CDdo LHerlea 7{0 23. •• • ; ; OryDate � drowfng no., NOTE: • • •�• • �� • • Li<tLE'••• • ••+ • ty semi edePYaluclConlml W03-FJ7 GLASS CAPACITIES ON THIS SHEET ARE G, EP 2014 WHTFH 0 GR IA 7ONTAtky A CAH"W Uft<ENTED BASED ON ASTM E13O0-09 (3 SEC. GUSTS). vEaxet~AuY Dlt HDI6zoNTu.Lr as SHOWN AOOVE. sheet 3 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, {w SF.0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Ip FOR SPACIIO 1�x j AND TRANSFER THEM TO THE BUILDING STRUCTURE. o iI vrsoo elmr, Y C 0 _ J a k i Ed 'a'f 4 �Ij „ o rc METAL TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 1n STRUCTURE r w •°' " l - Ed 9 TYPE 'A'- 3/16' DIA. ULTRACON BY 'ELCO'(FU=177 KSI,Fy=155 KSI) 0 Ed v = l' HO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MIN. PENETRATION INTO WOOD Q THRU IBY BUCKS INTO CONC. OR MASONRY V u r 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 0 4 11 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0°T ¢ ,OPTIONAL 0:3 I" TYPICAL AN SEE ELEV. ANCHORS 3,/16" TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) LL Z SEE ELEV. FOR SPACING INTO METAL STRUCTURES l - FOR SPACING STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) """ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —� MAt9-OAUE COUNTY Ar"1'€{Kk0... PIMLION& MULLION ANC14ORS W=7v SEE SEPARATE 140A TfPE '8'— - `• ' (F-177 KSI,Fy-155 KSI) l Ed I[4T0.:?By-.wooG.BUCKS,O12„WOOD STRUCTURES o i - 1-1/2" MIN, PENETRATION INTO WOOD z a " THRU 1BY BUCKS INTO CONC. OR MASONRY w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY X J� J DIRECTLY INTO CONC. OR MASONRY > Li 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 9 3<m n N^ I p TYPICAL ANCHORS A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) p n a J ai SEE ELEV. o FOR SPACING J INTO METAL STRUCTURES o Z 3 li' 1O g i W STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 3 Z o E" ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) I^ 0— W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W N TYPE 'C'- flo SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Ed - ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/8" MIN. X INTO WOOD STRUCTURE = 1" MIN. o N isw INTO METAL STRUCTURE = 1/2" MIN. TYPICAL ANCHORS WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. m FOR saaclt c CONCRETE AT HEAD, SILL OR JAMBS f'c =-3000 PSI MIN. § 1f I C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 1 i 3) 1 •��n- � 1 SEALANT: „ RE � , • ••• • :•: • y02 -- ALL JOINTS AND FRAME CONNECTIONS SEALED WITH• • • ••• • N X.11 • • • WHITE/ALUM COLOR SILICONE. °c 00 0 i:. ••• •• • • • •• Engr.JAVA°AHM.AD• Q •l n i GVIL j T d. " a I .(_a -•..a :i; e fl l�Ii IiI'y, \\\_ ' �'---v ' -" p- ••Z•••• ••••• ••••�At�uio�oeemd�plte�•urold••c yNNwo ohdhUtUheCFo�nldmdle •�22Z"�`'. FLA. 5922 . 3 PRODUCT REVISED 'TYPICAL ANCHOPS SEC ELER •• • • 7g8 SndWrow%Yi n-g 83 no. FOR SPAC4�4C Ed • — Ed SheeF 4 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r ITEM PART/ QUANTITY DESCRIPTION r6063-T5 MANF./SUPPLIER/REMARKS U 1 ES5001 4 WINDOW FRAME 2 ES1008 OPTIONAL GLAZING STOP - M 2A E51103 4/WDW. GLAZING STOP(5/16"CUSS) - Z j 28 ES1017 4/WDW. GLAZING STOP(7/16'GLASS) - C F i 3 ES5002 4 FRAME COVER(OPTIONAL) -4 �8 X 1" AS REGO. ASSEMBLY SCREWS PH SMS 0 6 0 4A 08 X 1/2" AS REOD. ASSEMBLY SCREWS CRS FH SLIS O>W> Sv U 5 27-372 2/LITE SETTING BLOCK,7/16'X 3/I8"X 3-1/2"LONG EPOM DUROMETER 7535 SHORE A d W 6 ES1010 OPTIONAL GLAZING WEDGEW7PVC DUROMETER 70 SHORE 6.1 _ ES4013 OPTIONAL GLAZING WEDGE SOFT PVC DUROMEIER 70 SHORE'A' TYPICAL ANCHORS 6A 27-425 4/WOW. GLAZING GASKET __ EPOM DUROIAETER 60 SHORE'A' SEE ELEV.FOR 5PACING 7 E51505 - FLUSH FRAME ADAPTER 6063-T5 I OPTIONAL 9 a W O q +L�� TYPICAL ANCHORS W 3(y 1/ _SHIM SEE ELEV.FOR SPACING LL Z yj q T C' ( lay 1/4"MAX. Q ~ 3 WWD.BUCKS. 0 3 .._ (,.. .� SHIM 11 y METAL O STRUCTURE 3 o v 8 tt t W X U Q TYt�CAt,ANCHOK> CCJ(D 3 i`✓� EE cuv... s J Ld FOR SPACING > vi > 2 EXTERIOR 5 3 N 23 1 D.L.OPG. o Z 3 J m 3Z-jN WINDOW WIDTH W O n to N Q e3 Wcl cl50 MNMI-DARE COUNTY 6 APPR,D MULLION ,t,$ SEE SEPARATE NOA N TYPICAL ANCHORS SEE ELEV.FOR SPACING r o Wa II II IL_ _JI --I 1 •• ••• • • • • • •• rn ri N_ o -� c- • • • • • • • • • .�C o u LL Eng,:JAVAD AHAUD I r g WINDOW WIDTH WINDOW WIDTH CIVIL FLA.PE70592 PRODUCT RBVISED a CA 538 • ••• •L,001lFleBw'Id1ftFjortda •-- - _ - — g - � • • • luRdln'(bde p S • • • • Am toace N a o �A3p�V •• •• • •• r 1 pyp [ 2015 drawi0 •• ``" � W03-57 ••�aml ade PTo iKl nuol 1 sheet 501 7 • •• •• • • • •• •• ••• • • • ••• • • r` 2.330 TYPICAL ANCHORS 4,u TYPICAL ANCHORS SEE ELEV. FOR SPACING .821 SEE ELEVS.FOR SPACINGro .700 x'329 ' MIAMI-DADE COUNTY APPROVED I STRUCTURE MULLION & MULLION ANCHORS Z 3 .062 n. I Ed SEE SEPARATE NOA C 1.000 .803 / .500 .050 a," Ed Ed I o .813 =0 �_ ^F x O FRAME SQUARE GLAZING STOP O a IL .203 ALT. 8 -�{F-.147 TYPICAL ANCHORS .80�3 I I '80�- SEE ELEV. FOR SPACING IL w_4 050 �py7�j�j�j3 �C{' .062 Q b el F F 837 L O .637 F- 2 2B n GLAZING STOP (OPTIONAL) SQUARE GLAZING STOP J o fO 733 O 3 o 1/4H MAX.. ALT. o } .5777 537 SNIA15 a J In Uj .04511L .668 Q^M O - - o Z 3 J v FRAME COVER (OPTIONAL) a 3 z L` v^� Q�. .326 r 224 ^W ,; w N I 68 TYPICAL ANCHORS 'Il ly)�iI SEE ELEV. FOR SPACING 9 250 .115R0. £ 4 6.1 GLAZING WEDGE (OPTIONAL) SCALE 1:1 ; —2.190 C U z� z .062 _1 .500 - •• •.• •. • • • • •• NoS�B^S F-2.268—�I • • • • • • • • • d o m o W„ O FLUSH FRAME ADAPTER © 7 • •2 w•i i i • '• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER a ALT. • •..�N•• • • • •• En JAVAD AHJAD - — _ — — I .. T y. gr. — CNL 1.788 _ FLA P 70592 0 PRODUCE RfiVISHD CAN. 538 . — - v-BEd - ---• •. •escmjd*swmthejpodde • API g- ,t- 7 �. • tBuRdltq CbANO 0.142 .125 .. " � • Acayyylt1.�.l1tro %L .d8 drawing no. •• • ii W03-57 OALUM CORNER LOCK ��CA'IiN`GHORIS hfmAD.tdeProduct Control 14 (6063-T5) SEE EL V.FOR SPACING sheet sof 7 • • • • • • • • • • • •• •• • • • •• •• 2 X 2 X 3/16' -4A 4 ALUM ANGLE 3/6"X 1/4' 11� 1-1/16'LONG BENT ALUM BARS �Y W/(2)SCREWS W/(4)SCREWS \ AT EACH LEG AT EACH BAR O j 4A ® O O o 0 O 0 a0 Q�3� N RECT. OR SOUARE WINDOWS �� J 1 a o e z 3 a � tj 0 n X J m 7 LJ z j(nQ�h O cq ^M< 0 o Z 3 J 3z 3/6'x 1/4' w O=n BENT ALUM BARS ® W/(4)SCREWS w W N Q-' ALUM CORNER LOCK AT EACH BAR ur AT EACHSSIDE S O 4A \ 4A \\ ® \ No %121 \ ® NonSpi; • • `•• • • . • � TYPICAL CORNER DETAILS o •• ••• •• • • • •• 4 Engr.JAVAD AHMAD CML TLA.PE/70592 3 PRODUCT RPVISED C.A.N.3 6 c .. _ - • ••• •llu10 1 Ipg wllhlho llolida • _ o .� U. • cttpt N Z .CaB • • • co o • •. • � ' W03-57 CIRCULAR OR ANGULAR WINDOWS Li I ado Pro uc I sheet 7--f7 • •• •• • • • 00 00 MIAMI•DADE k � MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRde.gov/economy "1 'tud€rc€s,LLC ' .. 0 99 Sfi'eet �1'iCiami, I�33.1 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product,rpntrol Section that this product or material fails to meet the requirements of the applicable baildini code.•....' This.product is approved as described herein, and has been designed to comply widr the,Florida 1Ri*iking .' Code, including the High Velocity Hurricane Zone. •••;•• •• •••••• Cl2IP 1 S �It'S_"SO{101 a C}its ving X11 tcnyt�um Case petit Wtntlow—L.J..M.�I•• i•••• .-__..........._ ,-_1 - 00 • • • • APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outsgviag Case] enNVdw. ..... (L.M.I.)", sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05/06/191,00pgred bX Al;Firooq ••:••• Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control 04,10:0 Revision stamp with the Notice of Acceptance number and expiration date by it ilmi-Dade*County •• Product Control Section. +••••• 900 . • I� TLE IYIPA.C7`IATTI'+IG• Lai ge and Slntal Missile Impact Ressta '••• .•.. .••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Ba>I'i uctuilla, Colombia S.A., 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#12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-RADECOUNTY AI $6170� Exp 1 Approval Date:.May 14,2015 Page 1 ES Windows,LLC • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test, Type"B"Window, Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 P34$wing aluminum casement window, prepared by Fenestration Testing�Lalw;atory;1116.,Test •• • Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03116/11 regegtiYely, .' both signed and sealed by Marlin D. Brinson,P.E. ;•• •••••• (Submitted under NOA No. 11-0419.01) a• ...... 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ••••• •00.0 ,•• 2)Uniform Static Air Pressure Test,Loading peV1151Q TAS0202-44 .o%.• 3)Water Resistance Test,per FBC,TAS 202-94:0::0 .• •• •••••• 4)Large Missile Impact Test per FBC,TAS 201-94 •, 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 ;'••'• ••' 6)Forced Entry Test,Type`B" Window, Grade•td,per FBCo 4411 :••••; 3.2.1,TAS 202-94 and per ASTM F 588-04 •• : along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No.08--0204.05) i C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014), dated 10/27/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P ez, E. Product Control xami er NOA No. 1 .05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-1 r ES Windows,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. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51e Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. •*•• (Submitted under NOA No. 11-0419.01) ' 3. Laboratory compliance letter for Test Report No. FTL-5336,issded by Fen�str§tion .' Testing Laboratory,Inc., dated 11/16/07,signed and sealed by�j�o:S. Rioflda,i.E. •••• • (Submitted under NOA No. 08-0204.05) • .... . ..... G. OTHERS •••••• ..:..' 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows,'LLt, for'their'Series•••••• "S-5000" Outswing Aluminum Casement Window-L.M.T., approQej on 11/08/12 and •, expiring on 04/03/18. :000 •""' 4 ManuelV1129.05 P.E. Product ControIner NOA No. Expiration Date: April 03,2018 Approval Date: May 14,2015 E-2 a 1 s' V A SURFACE APPLIED 43• FALSE MUNRNS A 3'T OPTIONAL 4 I O p� II2.. tl ZJ / 55 a. / g D D 0 5 5 / �11 g \ Vry OIy m e4 V dap y z Lq6 e J LOCK (2M LOCKINGS POINTS MULTI POINT LOCK 3 °r{ ALL SIZES LOCKING POINTS g o 30' \ a SEE CHART 311/1" D.L I n UUPTOGNT KEEPERS O.L.OPC OPG D.L OPC r\i �. JVJ 35 1 4' AT SASH 35 7/8' 35 7/8' J VENT WIDTH VENT WIDTH VENT WpTH i 37' a n 74' WINDOW WIDTH 78. 3 - WINDOW WIDTH _ z Z3 SIL`!lalr��} IZ4UBIT (X.Y} - � 3 z y� Vi o X TYPICAL ELEVATIONS , 2:5 SHIES 5000 ---� ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER Id CHARTS SHOWN ON SHEET 2. cIR N R 8 APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE °S P o- COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 S a A S a FIXED WINDOWS USING MULLIONS IN BETWEEN. 3 0?? LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. c•m � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • o- ' 8 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • ••• o<m o�' HURRICANE ZONE(HVHZ). • • ••• • • • • • THESE WINDOWS ARE RATED FOR LARGE de SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • •• • SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. •• ••• •• • • • ••• q n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Engr.JAVAD AHMAD CML PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE 1 70592 as complying with the Ftwtde o i CAa Building Codc ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAllS ARE • •• Acccplmco • • •••- - No J�NOT PART OF THIS APPROVAL. •A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT5 Minmi ede Product drawing no COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •• • ••• • ••• ••• W08_08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1_.f IO • DESIGN LOAD CAPACITY-PSP FOR(X)SIZES DESIGN LOAD CAPACITY-PSF FOR(XX)SI2ES WITH CAM LOCKS WINDOWS WITH MULTI POINT LOCK WITH CAN LOCKS WINDOWS WITH MULTI POINT LOCK GLASS TYPES GLASS TYPE GLASS TYPES GLAS9 TYPSS GLASS TYPES GLASS TYPE CIA$S TYPE GLASS TYPES w WIN➢OlT DINS. A.B.C.D.E.F 'A' 'B' 'C','D','Y','F' WINDOW DIMS. A.D.C,D,E,F 'A' 'B' 'C','D','E','F' 'j n WIDTH HEIGHTTXT.(+) INT.(-) EXT.(+) 1M.(-) EXT.(+) INT.(-) OIT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT{+) 1NT.(-) IXf.(+) IHT.(-) EXT.(+) 1M.(-) o F z 19-1/8' 85,0 83.0 65.0 85.0 90.0 90.0 90.0 90.0 37' 83.0 83.0 63.0 83.0 00.0 90.0 90.0 90.0 28-1/2' 26' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53 26* 55.0 85.0 83.0 65.0 80.0 90.0 90.0 80.0 d NQ 3T 0.5.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74' 26' 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.6 0 L' O 42' 55.0 85.0 115.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 65.0 S80 90.0 90.0 90.0 90.0 0 19-1/8' 83.0 83.0 63.0 83.0 90.0 90.0 90.0 CL SOX 37' 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 jg FO 26-1/2' B5.0 85.0 85.0 83.0 90.0 90.0 90.0 90.0 53-1/8' 38-3/6' 85.0 85.0 B5.0 85.0 90.0 90.0 90.0 90.0 0 G n 38-3/e' 37' 55.0 85.0 85.0 83.0 90.0 90.0 90.D 90.0 74' 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 V q 42' 85.0 85.0 85.D 85.0 90.0 90.0 90.D 90.0 84' 5" 85.0 85.0 85.0 90,0 90.0 90.0 9D.0 a 0 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 9D.0 90.0 37' 85.0 85.0 65.0 65.0 90.0 90.0 90.0 90.0 0 tl t p 26-1/2' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 9D.0 53-1/8' 83.0 85.0 65.0 wo 90.0 90.0 90.0 90.0 0�49� 50-5/6' 50_5/8• 3Y 85.0 83.0 65.0 85.0 90.0 90.0 90.D 90.0 74' 85.0 65.0 880 85.0 90.0 90.0 90.0 90.0 Q 3 42' 65.0 85.0 85.0 85.0 90.0 90.0 9D.0 90.0 84' 85.0 55.0 85.0 85.0 90.0 90.0 90.0 90.0 _, LL i 19-1/8' 850 830 85.0 85.0 90.0 90.0 90.0 90D 37' 85.0 630 85.0 85.0 90.0 90.0 90.0 90.0 J 26-1/2 r 3 630 Q50,. 85.0 85.0 90.0 40.0 90.0 90.0 53-1(B" 789m 789 78.9 76.9 78.9 78.9 78.9 78.9 a W f o. ,.••J€ 85.0 65.0 90.0 90.0 90.0 90.0 '[d' g77. 67.7. 87.7 67.7 67.7 67.7 67.7 67.7 �--� 42' _ _ _ _ _ 90.0 90.0 84` 60S 60.8 ,o 19-1/8' - - - - - - 90.0 90.0 37' - - - - - - 63.9 63.9 g h 28-1/2' 74-1/4' - - - - - 90.0 90.0 53-1/e' 74-1/4- 472 47.2 v 37' - - - - - - 90.0 90.0 74' - - - - - - 40.1 40.1 p 19-1/8' - - - - - - 90.0 90.0 59.5 39.5 3 n 25-1/2' 76' - - - _ - - 90.0 90.0 55-1/8 76' - - - - - - 43.9 43.9 r4i 36'„ - - - - - 85.4 85.4 74' - - - - - 37.2 37.2 (.) } 2# 05bj 85,0 85.0 90.0 90.0 90.0 90.0 48' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 J 7 2b;„ BBD 63.0 85.0 85.0 90.0 90.0 90.0 90.0 5J4az 6,,;(f" g5p 85,0 80.0 90.0 90.0 90.0 J� 32' 85.0 85.0 8510 85.0 00.0 90.0 90.0 90.0 64' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 (D f~/1-t h 36' ax- 83.0 63.0 85,0 B5.0 00.0 80.0 90.0 90.0 72' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 O M n 40' 85.0 83.0 85.0 65.0 90.0 D0.0 90.0 90.0 80' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 O M n 42' 83.0 83.0 85.0 83.0 90.0 90.0 90.0 90.0 84' 83.0 85.0 85.0 BSA 9D.0 90.0 90.0 90.0 ME 3..]• 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 4B' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 3 Z 'a 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 58' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 �74XS N 32' 34' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 64' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 I tyj M 3 36' 85.0 680 85.0 85.0 90.0 90.0 90.0 90.0 72' 54' 55.0 85.0 55.0 85.0 90.0 90.0 90.0 90.0 to 40' 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 80' 85.0 55.0 65.0 85.0 90.0 90.0 90.0 90.0 � 42' 85.0 880 83.0 83.0 90.0 9o.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 9D.0 24' 85.0 85.0 85.0 83.0 90.0 90.0 90.0 90.0 W. 85.0 85.0 65.0 85.0 9D.0 90.0 90.0 9D.0 28' 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 56' 85,0 85.0 85.0 85.0 66.0 68.0 88.0 88.0 Y 65.0- 85.0 85.0 65.0 9D.0 90.0 90.0 90.0 6k'�' 7q,3 79,3 = 79.3 79.3 79.3 79.3 79.3 79.3 _ an'8 361 E.83.0_. 83.0( 85,0 85.0 90.0 90.0 90.0 90.0 72'� � 72.8 72.8 72.8 72.8 72.6 72b 72.8 72.6 90.0 90.0 80' - _ _ _ _ _ 68.0 66.0 o v 42' _ _ _ _ _ _ 90.0 90.0 84' _ _ _ _ _ _ 86.2 68.2 k u 24' 110.0 85.0 r.1D 85.0 90.0 90.0 9O.D 90.0 IB' 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 d �$l� 28' 85.0 85.0 85.0 90.0 90.0 90.0 90.0 58' 65.1 65.1 65.1 65.1 65.1 65.1 05.1 65.1 32' 66' 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 88, 58.3 58.3 58.3 58.3 58.3 58.3 58.3 58.3 38' - - - - - 90.0 90.0 72' - - - - - - 53.2 53.2 NOTE: m . 40' - - - - 90.0 90.0 eo' •• •-•• • $44 4 GLASS CAPACITIES ON THIS SHEET ARE o o g • • BASED ON ASTM E1300-09 3 SEC. GUSTS 'g 24' - - - - _ - 90.0 90.0 48' - i y •- 8 m o o w AND FLORIDA BUILDING COMMISSION °c z6' 72 - - - - - 90.0 90-0 56' • - • •_• s DECLARATORY STATEMENT DCA05-DEC-219 - - - 90.0 90.0 64' 72' -• - • ♦ • - - .2•,90.01 72' _ _ _• _• -• • -• .2 Engr.JAVAD AHMADPRODUCT RHVISED24' - - - - - - 80.0"""90.b" 48' - - - - - - .1 M,PCNTL E70592 acanplying with lhb Plmlda28' - - - - - - 90.0 90.0 56' - - - - - - .8 CAN. building Cade 32' 76_ 90.0 90.0 54' 76' • -• - -"' -- - - .2 Accepknco No05 I 36- _ _ _ _ _ _ 63.4 85.4 72' • _ _ •- • - - •- .8 Lhcpi�9lion Dek �)8 e $ •• • • •• • • • • DY dlrowin no • •• • • • •• • • MIWIII Product Control 9 •• ..: •.• Zola wos-os sheet 2 Of r-)/S'HEAT STREN'D'C 1/8"HEAT STREN'D GLASS oI "f. A90 INTERLAYER IlJ9 .090"INTERLAYER 0 J 5 ` f3:1TAC`E PJB BY'DIIPONi` SENTRYCUS BY'DUPONT' �w 1 •1/8'HEAT-SiREN'O GLASS 1/8"HEAT STREN'D CLASS SLICOK. SILICONE SILICONE 0 u 5-DOW CORNING 795/983 DOW CORNING 795/983 DOW CORNING 795 y m n C? ` I \a � N � 0 � I 11 I II I 1 1 N O a — J 6 R3LL 5 AT 1/4 POINTS ON UTES O GLASS TYPE 'B' ALT. GLAZING OPTION WIDER n1AJ 38' SETTING BLOCKS AT LAM.GLASS THESE GLAZING STOP CAN BE USED WITH NOTCH GLAZING BEAD LEG n GLASS TYPES W. V. 'C' do V. TO CLEAR BLOCKS o 5/32"HEAT STREN'D GLASS 5/32'HEAT STREN'D GLASS CJ) OR OR J W 5/32"TEMP. GLASS 5/32'TEMP. GLASS ZI 1/4"NR SPACE 1/4"NR SPACE 0 C) M n T^'S/32"NEAT STREtJ'D,GUSS —5/32"HEAT STREN'D CLASS 1/8"HEAT STREN'D.CLASS 1/8'HEAT STREN'D. GLASS p M7 ttZ3 m "^t• D34 iNTEfiLA'YER- .090"INTERLAYER .090 INTERLAYER ,090'INTERLAYER ;Z DURACITE Pt BY'OL'PONT SENTRYGUS BY'DUPONT' BUTACTTE PVB BY'DUPONY SENTRYGUS BY'DUPONT' 'S -.1/8*NEAT S(RF.tI'D CUSS1/8"HEAT STREN'D GLASS 5/32"HEAT STREN'D GLASS 5/32'HEAT STREN'O GLASS Lj Q SILICONE I n SILICONE SILICONE SILICONE r^ DOW CORNING 795/ DOW CORNING 795/983 DOW CORNING 795/983 DOW CORNING 795/983 O V ` _ '° f0 CO 4 7 O �Ci ro ,I II( r�f 26 c j o �J 6 . g AT 1/4 POINTS ALL SIZES y (;L,Afi$_ma_'c GLASS TYPE 'D' •• K1I�SS•TYFE • • 5 ° "$ • •• GLASS TYPE 'F' SETTING BLOCKS AT INSUL LAA.GLASS N g e g • • • ♦ • • • • NOTCH GLAZING BEAD LEG o • TO CLEAR BLOCKS c mum W GLAZING OPTIOS' •• •• i i•i •• •• • • • •♦ Elpn JAVAD AHMAD e CML PRODUCT REVISED 3 NOTE: IIA-PE/70592 m complying with the Fla" TO QUALIFY FOR SMALL MISSILE IMPACT RATING 3538 Buildmg Code a. - • - Aammncc No/ - 05 s a • • fCIOR P`1•t�F L1L�45 TYPES•E' & iF' MUST BE TEMPERED. 408 i Ex irationDwe jB o • • o •• ••'• •• • • •• • • 2015 Miami Prod191 drawing no. •• • ••• •• ••• ••• WOC7—o0 sheet 3 of 10 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • I ANCHRS SEE EI.EV FOR �_\ TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS \\ SEE 0.EV,FOR SPACING EDGE DI51, 6'DW ELICK METAL e........ '.,.:..,„ 0 �` ;;a• T1/.IR s*.; E�6T STRUCIURE 1i1VD.9 £COUNIY APPRM!'fJ o ! MULLKIN&MtR.LICN.AYC.HORS 445 a a` t a LE SEE SEPARATE NDA EDGE I LL ri r �`,. ,- •01St. �O Q v Y _ i CjNN 0Qs rat 8t i 1z rrrr �Zw CS v` €t5 TYPICAL ANC11CRS,_( J r9 5 S t2 1 SEE ELEV. FOR''SPACiNG" _ Q m WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 't —f MUST SUSTAIN LOADSIMPOSED BY GLAZING SYSTEM O k AND TRANSFER THEM TO THE BUILDING STRUCTURE. it q I J 1 1 1 D �i yIQf.+.+,l.,..!�1.!..1++�.15lkl3x.SEE E1,EV. FOR SPACING v_ U I j,/4 DIA. ULTRACON BY 'ELCO' (Eu-177 KSI.Fy-155 KSI) �114TO 28Y""WOOD"BUCi(SmOR'"WOOd STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 3 w va o I THRU 18Y BUCKS INTO CONC. OR MASONRY z Viin a O ARU"'A 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' n DIRECTLY INTO CONC. OR MASONRY Z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 z L g ! ! c 014 SMS•OR SELF DRILLING SCREWS (GRADE 2 CRS) $ vi's " �i a INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") N W tt) 0 INTO METAL STRUCTURES ----� i STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) li ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE " "�`.• C2 19 TP.UTH 19 INTERLOCK o? 1 INTO CONCRETE AND MASONRY = 1-1/2" MIN. 2 W P i5 INTO WOOD STRUCTURE = 11/16" MIN. iu} INTO METAL STRUCTURE = 11/16" MIN. 34 g�g� (2� WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. r CONCRETE AT HEAD,'SILL OR JAMBS f'c a 3000 PSI MIN. _ S�� w . �V. 1 ••• • 33 f C-90 HOLLOW/FlLLED BLOCK AT JAMBS I'm - 2000 PSI MIN. d • • • • �1 • a •� Enyr:JAVAD AHMW CML I•ItODUCT REVISED i a • FLA.PE )0392 ns complying with the Florida ted ,: is • oYe\ — C.AN. UniidmSCode D =. o G t; � • • • "• '� •� A`•". Ex�rotion Date [J u —T1P1Ct+1.AfFCHORS •• • • 4 • • By O SEE E1.SY,FOR SPACING ••• :• • • • T'•ICA ANCHORS Mini P[oduet drawing no. • GE SIS. ••• SF6 E FOR SPACING W�8-08 aY 2 of5 N9 O sheet 4 of 10 v V 3/16"MAX., SHIM C 4411 t/4'MAX. O 54 of t49 45 3 16 SH!m ter 56 0 m 3 TTP1CAL ANCHORS ,5 C\ „'7ROOD(ttx.YS 55 f y`j 7d SEE ELEV. �. t4 ' 60 59CAM Q n al FOR SPACING •-- --------- SCREEN OK,- I V U 1 1/4. 4. L C II( 6 .;.�JYPICANC L AHORSELEX 14 9 18 13 8 EXTERIOR -...... I, SPACING 4 �LLyQ METAL ( 7 T Z g STRUCTURE D.L.OPG. VENT WIDTH - M A Tf-EOIMT LOCIS OR'k10N CAM LOCKS OPTION tjouO WINDOW WIDTH SINGLE VENT WI4 "WAS � R J 1/4"SHIM J W MAX. C Z BY WOOD Bl1C 0!T� 1/a^.µAy, � p M WO STRU E 3 16 3.T} 5NIMS_Mo - 3 Z li 15 tO / SCREEN OPT.---- - 4 ______ ..._ s /.� TYPICAL ANCHORS W v) ^SEELI.EV.FOR SPAC{N<` G� 13. TYPICAL ANCHORS 14 9 13 iC SEE ELEV. l FOR SPACING 16 6 D.L.OPG. � E.XT"eFfIDR D.L. OPG. VENT WIDTH I VENT WIDTH •_ g g iri g-n.,n • W • • • • • • • • x e S73o38 DUAL FENT WiNDOwS• • • • • 'm Engr.JAVAD AHMAD •, CML PRODUCT REVISED 1 iv FIA,PE 70592 a complying with the Plgft • •_•• • • C.AN, 538 Building Code n S _ • ••• - — -Acceplena Noes- 129.05 ... o _ ' • • • • • • : • : : L'x irelion Date j8 � 5 • •• • •• • • • By Browing no. Y 2D15 � Wa8-08 sheet 5 of10 ••• • • • • ••• • • • • • • • • • •• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS Ip4'u SEE ELEVS. FOR SPACING SEE ELEV.FOR SPACING ml Z � 3 EDGE METAL MUATI-RADE COUNTY APPROVEDDIST. O k STRUCTURE MULLION h MULLION AN y� �EDG dST.. c SEE SEPARATE NOA Q I a I EDGE a'IL o DIST.77 og O3 \N 83 \ 53 0 14li, ALT. O • TYPICAL ANCHORS SEE ELEV.FOR SPACING a O J n p �mIp 3 tl GAS � W O z 1/4"MAX.. AL M i6 SHIMS'. 3 3-; ^ A • O 0�2 v • � W M� .1 1/4' O 77--CA CAL ANCH RS ALT. VLEH.TOR SPACING o Ri � a • • • • • • • • • • 53 z • • •• • • • • • �p 8��S _ Engr:JAVAD AHMADCML '1 0 FIA.PE i 70592 usRmmUCf REVISED J flying with Ow Fkd& o D" • ••• • ••• • • C.A.N. 538 Duildurg Code v.. _.. _ ..._-. �. --•. • — • • • •- • -. A"CI)L— Nod -01S . • • • • • • • • C iralion Dalc *8 S e "TYPICAL ANCHORS •• • • • • • •• • • O SEE ELEX FOR SPACING • •• • •• • • • ITy drawing no. EDGE DIST. •• • ••• • ••• • Miami eProducl Ca nt o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 0 20IS WOB-08 sheat 6 of�p or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 2.1257 4 V � 1.218 .514 �I C • 3.030 2461 .062 2.530 O O oQ d Q SNUBBER �7 0 Cf g 1 2 3 4 FRAME ,329 O r_ D 1.849— Q,T z N Y: .062 _837 O 1,876 .392 E Z h 2.595 .833 GLAZING STOP (LAM. GLASS).135 N .528 —I J W 4 .903 ,050 z � 5 s 7 e VENT o ' 1.083 � M o 4.811 ® 3 z B 3:8876 GLAZING STOP (INSUL. LAM. GLASS) V]N v t W M� 147 4 V.950 8 OC — } r.325 .Ofi2 T1.8980-8 2.125 ,803 482 500 -J{ 5} O .250 Op .837 —2.083— °N GLAZING STOP (LAM, GLASS) GLAZING WEDGE 53 FLUSH FRAME ADAPTER 38 IMPOST 1.000 I-- 1.000 .720 99 so 2 338 • • • • • "PigBR4R 1.030 • • • • • • • • o-<mL.-l- 1/2' uow • •• • • • • • • • �J25 .125 .125 • • • • • NOTCH -• "125-0 •• • • • oQTIprvNAaL. 3.000 3.000 125 2.750 1Tjp E^9r,�CML'W PRODUCf REVISED 7 ' 1.844 2.000 FLA.PE 70592 nn<mnplyins wish Ow FbrVA o CAN. Eudd.%Code AccePLnnceNO 1 -d 199 • ••• ••• • • Expirnlinn Doto y,3B • • • • • • Ed. •• • • • • •• • • .794 • • 3•y �� • • • iia, ProdudCon Browing no. 1 X 3 1 X 3 •• • 7i • • ••• • 015 W08_O$ 37 IMPOST STIFFENER 23 CUSTOM MULLION STD. MULLION 2a MULLION CLIP sheet 7 of�p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPIJKR/REMARKS ; 1 ES5001 1 FRAME HEAD 6083-T6 2 ES5001 1 FRAME SILL 8063-T8 - 0 3 ES5001 1/VENT FRAME JAMB-HINGE SDE 8083-T6 - z 4 ES5001 1/VENT FRAME JAMB-LATCH SIDE 6083-T6 - 5 ES5002 1/VENT VENT TOP RAIL 8083-T6 - 6 ES5002 1/VENT VENT BOTTOM RAIL 8053-T6 - o. 7 ES5002 1/VENT VENT SIDE RAIL-HINGE SIDE 8083-T6 - OJ o U 8 ES5002 1/VENT VENT SIDE RAIL-LATCH 510E 6063-i8 - 9 ES5004 2/VENT SNUBBERS.2-1/2"LONG 6063-TB - + 10A E51103 AS READ. GLAZING BEAD(WOGA.GLASS) 8083-75 - �O 101 - AS REQD. GLAZING BEAD(INSUL. LAM.GLASS) 6063-T5 - ryM 10C ES100B AS READ. GLAZING BEAD (INA.GLASS) 6063-T6 - Z 4 Q ftn qy 11 27-425 AS RE00. GLAZING CASKET EPDM DVROMETER 00 SHORE'A' 0 0 N FSC- 11A IO10 AS READ. GLAZING WEDGE SOFT PJC DUROMETER 365 SHORE'A' 3 .. 12 - AS REOO. FRAME&VENT ASSEMBLYQ SCREWS - /10 X 1-1/2"PH SMS 4 Z yj g 13 - 2/SNUBBER SNUBBER INSTALLATION SCREWS I g6 X 1/2"PH SMS J Z I 14 E202 AS REQD. OUTER WEATHERSTRIPPING(POLYPROrUNE BASE,TPE BULB) - DUROMETER 65 SHORE'A' Q w ERA 15 ES5005 AS REOD. INNER WEATHERSTRIPPING EPDM DUROMEIER 60 SHORE'A' 18 PJS40-SS AS RECD. CORNER LOCK ST. STEEL SULLIVAN&ASSOCIATES i 17 JO155 2/VENT 4 BAR HINGES-HEAVY DUTY - TRUTH HARDWARE , n 18 - 3/HINGE HINGE MOUNTING SCREWS AT FRAME - /10 X 1/2"PH SMS v I RBA - 4/HINGE HINGE MOUNTING SCREWS AT VENT - /10 X 1/2'PH SMS 19 23 SERIES 1/VENT SINGLE ARM OPERATOR(AT 8-1/2'FROM ENDS) - TRUTH HARDWARE 19A NWA 1/VENT SINGLE ARM OPERATOR(AT 8-1/2"FROM ENDS) - INTERLOCK .� 20 - 4/OPER. OPERATOR MOUNTING SCREWS - 20A - 8/OPER. OPERATOR MOUNTING SCREWS _ /10-24 X 3/8"PH SMS JVJ F- #8 X 1/2'FH SMS J w 21 30175 1/OPER. 13-3/4'LONG TRACK ST.STEEL TRUTH HARDWARE In(n�- 21A - 1/OPER. OPERATOR TRACK ST.STEEL INTERLOCK 3 M 22 - 2/TRACK TRACK MOUNTING SCREWS - '10 X 3/e'PH SS SMS o OO 22A - 3/TRACK TRACK MOUNTING SCREWS - /8 X 1/2'FH SMS m Z 3 J 23 - AS REQD. 1X3 CUSTOM MULLION 6063-T6 - 23A - AS REQD. 1X3 STANDARD MULLION 6063-T6 - 1n N 5 4y ¢ 24 - AS REQD. MULLION CUP 6063-T6 - "I' Lyj to� 25 27-372 2/LITE SETTING BLOCK,7/18"X 3/16'X 3-1/2'LONG EPDM AT 6'FROM EACH END, DUROMETER 7535 SHORE A O 25A - 2/LITE SETTING BLOCK,5/16"X 5/8'X 4'LONG EPDM AT 6'FROM EACH END,DUROMETER 7535 SHORE A 26 - 8/LITE TAPE SPACER(1/4'X 1/2') FOAM AT 6'FROM GLASS ENDS 30 - OPTIONAL 5/18"BOX SCREEN 33 ES5009 2/VENT I ANTI SAG SKATE,2"LONG NYLON/CELCON M&M PLASTICS 34 - 2/SKATE SKATE MOUNTING SCREWS - /8 x 1/2"PHSMS Y 36 ES5003 1 IMPOST 6063-T6 v 37 ES5010 AS ROD. IMPOST STIFFENER 5063-T6 45 CL01-0500 - MULTI-POINT LOCK MECHANISM INTERLOCK •4 4B - - LOCK FASTENER PLATE 47 - 2/LOCK LOCK FASTENER SCREWS THREAD FORMING 4e 1-2250-XXX - SNAP ON COVER SEALANTS: 49 OI-1050-XXX - SNAP ON HANDLE - • • • ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS n o g o 3 g 50 - - GUIDE(ACETAL) • _ • •• • • • • • SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. m 51 - - KEEPER(ACETAL) • O 52 - - LOCK BAR(304 ST/ST) • - 49* •• • • • •• 7R •_ 53 ES-5017 AS REQD. FLUSH FRAME ADAPTER 8063-T5 OPTIONAL En9r.JAVAD AHMAD PRODUCE REVISED N L 54 - 1/VENT LOCKING HANDLE _ aCIVIL l wmptying with the Florida I r SULWAN&ASSOC. FlA PE i 7 592 0 C.A.N. 5 BuildingCode 55 - 2/VENT LOCKING CAM (AT 11-1/2'&50-1/2'FROM BOTTOM) - _ &AS • • AecelKr NO3Ig��q OD •• �_ 56 - 2/ LOCK LOCK MOUNTING SCREWS ♦ • JW32 x 1/29PHOAS • • • • • 0 Hxpnlion lhte' 57 ES5013 1/VENT LOCK HANDLE/CAI CONNECTOR - 1/2"• 2" M. BAR •• • • BY 58 ES5011 2/BAR CONNECTOR SCREWS - • C1�7•M I'M: •• • • • Mimoi deProfirt To drawing no. 59 CS-200K-SS 2/VENT KEEPERS(AT 12'&51"FROM BOTTOM) Si S WAN& MAY L015 W0$-08 80 - 2/KEEPER KEEPER MOUNTING SCREWS _ P!I {'10 X 3/B'PH SMS sheet g of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z ok J IL a IL U OG � V G N ��- ye70: I Qg3gF �6 I o 16 ,6 g (/31 a 't FRAME CORNER Z�.. tn�� i y WMg� O i n�a MEN v a 7u •• ••• • • •• ,2 ou_$� ao �Z Enyr.�CN�LVAD AHIMO PRODUCT REVISED M.PE f 70582 complying with ON Florida u • ••• • • • C.A.N. 536 Nwldiag Code a, • • • • • • • • • Acceptance No 5.0129.05 IMPOST CORNER • • • • • • • • MAY . 1'F EX"a"OODate •OVENT�ORNER••• i ••i ••• miami prudw,2� drowtng no. AY 5 W08-08 shoe! 9 of�p • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CAPACITY -PSF MULLION LOAD CAPACITY-PSF 1 x s I x s 1 x s 1 x s CLIPPED MULLIONS WINDOW DIMS. S7D.MULL CUSTOM MULL WINDOW DIMS. STD.MULL CUSTOM MULL EXT.(+) EXT.(+)ENW EXT. M(+) EXT.(+) v WIDTH(W)LGTH INT.(-) INT.(-) WIDTH(W)LENGTH(L) INT.(-) .(-) F/ 26-1/2' 90.0 90.0 30" 90.0 90.0 3T 90.0 90.0 36' 90.0 90.0 42 90.0 90.0 42' 90.0 90.0 7 \ / \ I / oa 3 45' S8' 90.0 90.0 48' 54" 90.0 90.0 48' 90.0 90.0 54' 90.0 90.0 53-1/8' 90.0 90.0 60" 90.0 90.0 I_ Wt W2 I I I -=W2 I U n ez' 90.0 90.0 82' 90.0 90.0 Wt W7 „ G 26-1/2' 90.0 90.0 30' 90.0 90.0 37' 90.0 90.0 36' 90.0 90.0 42' 90.0 90.0 42' 90.0 90.0 - ________� 45' 63" 90.0 90.0 46' 60" 90.0 90,0 46' 90.0 90.0 54' 90.0 90.0 /A- SJ-1/8" 90.0 90.0 60' 90.0 90,0 62' 90.0 90.0 62' 90.0 90.0 ' ii n p Q a �' '26-1/2" 90.0 90.0 30 90.0 90.0 37' 90.0 90.0 36 90.0 90.0 42 825 90.0 42" 74-1/4' 4' 6 0 00 \\\\ ___ II iitt IN \\\\ 5 4Np J 145' 76.6 99 � 48" 75.4 5 1. 9.1 90.0 90.0 I i 53-1/8' 71.0 �' 89.2 59' - 90.0 90.0 W2 W2 W7 W2 26-1/2' 90.0 80.0 30" 90.0 90.0 37" 84.2 90.0 36' 90.0 90.0 TYPICAL ELEVATIONS 42' 78, 76.4 90.0 42" 72' .90.0 90.0 J cv it 45" 72.6 90,0 49" 63.6 90.0 SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS = vi Im-N 48' 89.7 97.4 5e -79.4 90.0 2 3/4' 1/2' 3 a i2 s1' 67.1eda 30' 90.0 90.0 4 � WIDTH (W) = Wl + W2 0 001, 7 J8' 88.190.0 2 Z "> 42" 78' 76.4 90.0 48' 69.7 87.4 ^n go VIp NOTES: St` 87.1 84.2 lJ M i N �7 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION M N CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. TYPICAL ANCHORS 4 PER CUP •¢ D DISTANCIFS FOR MULLION Cl IPS 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO SEE SHEET 4 ENTIRE SYSTEM. FOR DESCRIPTION INTO CONCRETE AND MASONRY - 2' MIN, INTO WOOD STRUCTURE = 11/16" MIN. 0 sWT W INTO METAL STRUCTURE = 11/16" MIN. B 3 SERIES 5000 a 0 SERIES 5000 CASEMENT WINDOW F 3 SERIES 5000 CASEMENT WINDOW O 23 SERIES 5100 CASEMENT WINDOW FIXED WINDOW •• •• • • •• O H$ • • • • • .1 g e n • • - 0 0 E g,:JAVAD AHMAD •1 CML ?RODIJCT REVISED rj iv FLA.PE}70592 Ai comPlY. with Um FIwW ••• • 4MAY Building Code 8 - - -- • •- r • -• - AeoeP149ceNo15-0129.05 - • • • • • • • • Czpimlion Date 18 � EXTERIOR •• • • • • •• • • EXTERIOR 0 • •• •• •• • WAWI BY drawing no. WINDOW WIDTH WINDOW WIDTH •• . wINDOS M12TH • •�• WAWI WIDTHhtiotni pdn Prodect ContrW08-08 CASEMENT TO CASEMENT MULLION CASEMENT TO FIXED MULLION sheet 10 of 7 0 • • • • • • • • • • k M IAM I•DADE AIIAAII-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTAMNT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3t5-2599 NOTICE OF ACCEPTANCE (NOA) ivtirn.miainidade.Qov/economy =8'V4uld6w8'LLC 0653WE Quftylrtidge Ct. * rarrri FL.33135' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to t perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply %46{lie Florida*Auilding o Code,including the High Velocity Hurricane Zone. oeooeo SG U'TION:E; l ended Atumilfum Talus=Mullion�-L L; •:•••• APPROVAL DOCUMENT: Drawing No.M04-04,titled"Aluminum Tube Mukion"P?sheetc.Ldtough Sr of 9,dated 04/26/04,with revision G dated 07/14/14, prepared by Al-Farooq Corpp jtjgry signed ands ealed • oeoo by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revisio4 Stk-4l with t4q tigtice of•o• • Acceptance number and expiration date by the Miami—Dade County Product Control Section. o o• SL�i4PAC I' A TING: Lartc alld Snrull 1Vlrssle Ilr ct Resisrrnt • o ' •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's ;gVi%pr logo,•cjty, state]•••- model/series, and following statement: "Miami-Dade County Product Control Approved", unl8ss btlierwise noted herein. r RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official_ This NOA revises and renews NOA#12-0308.37 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. � t i�• �%>'•' ft►..�-031 0 MIAMI t7ADE COUNTY 1 f/� F_ xlulra#ion]t3ate: .Septnrber 16,.2019 Approvalbate:ate: September 18,2014 Page T r h ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS,202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,Type"D—A"fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side—Hinged Door Systemsp��A-AMA •••• 1304-02 and per FBC 2411.3.2.1,TAS 202—• 4• •�. •• ` along with marked—up drawings and installation diagram of windo�ws mulled•fbE etherp•••:• prepared by Fenestration Testing Laboratory, Inc., Test ReporiS• .•FTL-381'0, dated.... ; 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/0I03, all:ri@ried and' sealed by Joseph Chan,P.E. •••••• ••;••• (Submitted under NDA No. 04-0712.01) ...... 1 • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyiYig with7FBC-20101•••• dated 09/01/09 and updated on 07/10/14 to comply with FBC 5� Edifiwn' (1014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. f Manuej-?erez,P.E. Product Conitrol xaminer NOA So-..44-0731.06 Expiration Date: September 16,2019 Approval Date: September 18,2014 E-1 t , f ES Windows,LLC 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the TBC - 5" Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc.,all signed and sealed by Joseph C. Chan, P.E. (Submitted tender NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for thea Series Aluminum Tube Mullions—L.M.I., approved on 05/31/12 and expiring on 09/16/14. ...... .. . ...... *see 0 ...... . . ..... . . . . ...... ....% •• • 4 t _ -' Product Control�xaruiiier NOA No:14.0731.06 Expiration Date: September 16,200 Approval Date: September 18,2014 E-2 0 ;'i ---------- ill 28 II I;X10=a_> t f —7-1 __Jtil __ -`_______ 3.000 Ii--_= 7 j� TYPICAL E jr IJI I. 1 --��—ClA71NG PRODUCT 51 A- 01.0100 0 4.000 T_P ICAL i - i. Q 3 2 6. 1.� WINDOW FRAME 6 I U Fill II W YI�5� u)- 5.000 W eiF {'I U -'-' 6.000 h ^ 'I 3.000 4.000 "--'--- I IJ TUBULAR SHAPES 'p ii e .MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. F�2.000--1 ALLOY= 6063-T6 AND CAN"BE USED WITH ALL MIAMI-DADE COUNTYAPPROVEO IIS n IMPACT AND NON-IMPACT RESISTANT PRODUCTS. y. j Ii J m RECTANGULAR ALUMINUM TUBE MULLIONMULLIONS CONTAINING TYPICAL GLAZING PRODUCTS S USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAL NOTES• SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I p M e Z,Z3_j THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE f Z o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY JO .^.. HURRICANE ZONE(HVHZ). Q N Q , ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE I La APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. -� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Gl�jl I ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.). H ^ L ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 91 w i Ed o o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. d W I I 2:w aiui�! MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE. - e S 8.a e INSTRUCTIONS: .• ••• • • • • • •• o a� USE CHARTS AND GRAPHS AS FOLLOWS. • • • • • • • • • m ^'o 0: DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • •• • • • • ••! • STEP 1 • • • • • • • • FOR PARTICULAR OPENING. ••• ••• •• • • • •• i�. STEP 2 USE MWAI-OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. Engr:JAVAD A,0 PRODUCTTLCVISEO STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CNr ns complying with the Florida . APPROVAL. FLA PE#'70592 Building Code ••• • ••• USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CAN.35D6 AcccVloncc No �JjQ o STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ••• • • • • ••• ••• ENOrntion bate � ! IN STEP 1 ABOVE. • • • • • • • • JUL 21 M14 USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS • •! • •• • • • .2-Inde Prt k C Mloll drawing STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING •• • ••• • ••• • M04-04 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. .� sheet T of 4 i • • • ••• • • • • • •• •• • • • •• •• ••• • • • ••• • • r .� 1.000 �p -!- 1 L000 .125 .323 1 2.000 2.000 F'�2.000---�{_-f.250 �I -^j 1.000 I I I L000 I'-- .125 .338 I 1'2.000 I� 1T5 .125 .125 f I� 4.000 �O o!� a �I 4.000 3.000 I 3.000 .125 �. LU . . L 6.000 6.000 V G ! I l*- . 5.000 .125 .125 .250 Q6 O 1.466 IN\4 Ix = 2.975 IN\4 00 Ix = .950 IN\a Ix 2.037 IN\a SX = .977 IN\3 SX = 1.487 IN\3 I8 SX = .634 IN\3 SX = 1.018 IN\3 Q W 1 X 3 I X 41 X 3 1 X 4 STD. MULLION `'1 D. I h CUSTOM MULLION CUSTOM MULLION Q w f 6063-T6 6063-TO 6063-T6 6063-T6 C �2.000� IX 5.204 IN\4 IX - 8.276 IN\4 IX 15.203 IN\4 x.125 SX v 2,082 IN\3 Sx = 2.758 IN\3 SX = 5.068 IN\3 j�! -T 7_ 2.000--y - 2 X 5 2 X 6 2 X 6 O 125 STD. MULLION STD_MULLION HEAVY MULLI0N Z)i 6063-T6 6063-T6 6063-T6 J m .125 .720 -1.690- 4.000 1.690 4.000 m W J.000 .1 TS N M n .1 - I p 56 TYP. r M N zlz3�e .125 2.750 3.250 JI. Ogg. � N Q w - Li Ix,- 1.467 IN\4 IX = 2.976 IN\4 2.000 1.405 5x = .978 IN\3 Sx = 1.488 w\3 2 X 3 2 X 4 L 3.750 4 STD. MULLION STD. MULLION 4.500 6063-T6 6063-T6 NOTCH NOTCH OPTIONAL OPTIONAL of I m 1/2^ olu JI $qo nP. 12s o 2.000 Ed= MIN.EDGE DIST. Ed Ed = MIN. EDGE DIST. 2 FOR 1/4'DIA. ANCHORS 1/2'FOR 1/4'OLA.ANCHORS q yi oi$$- ••• • 8�FO(�516*IIIA..IClISRS••• 5/B'FOR 5/18'DIA.ANCHORS Ed. .° o N ml • •• UZLIdN DLIP MULLION CLIP ' a • c B • 6063-T6 f.- I n Engr.JAVAD AHA410 PRODUCT REVISED CMI. m complying with the Florida i Ed. FIA PE 1 70592 Euilding Cod. it Ij ••• • ••• • • CAN 3538 Acc.ptatue• • 21 2�a ion I;NT. Ed =MIN.EDGE DIST. Lo //1/2"FOR 1/4'DIA.ANCHORS • •• • •• • • • - P 4 i-77aAe ICoOli)- drawinno.no •• • ••• • ••• • 'M" 4 J 5/8'FOR 5{16'OLA.ANCHORS j ANGLE CUP M04-04 ! 6063-T5 `sheet Q of g ••• • • • e•• • • • • • • • • • • • • DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) .DESIGN LOAD.CAPACITY - PSF (TUBE MULLIONS) u 3i 1X3 1X4 1 X3 1X4 1 X3I � CUSTOM CUSTOM _ CUSTOM CUSTOM - CI1ST051 ` J WINDOW,DIMS. -- -- WINDOW DIMS. WINDOW DIMS.I % 3 1 %4 2X3 2X4 �2X 5. 2X8 2 $ 81X3LX4 2X3 2X4 2X5 2X8 2X8 1X3 1X4. 2X3 2X5 2%8 2X8Y710TH (W)L1ULL,SPAN'STD. STD. STD. STD.. STD.- STD. HEAVY WIDTH(W)IAULL SPAN'STD. STD, STD. .STD. STD. STD, HEAVY WIDTH(W) MULL SPAN STD. .STD. STD. STD. STD. HEAVY O150.0 150.0 150.0' 150.0 150'.0 150.0 150.0 19-1/8" 74.6 140.9 115.1. 150.0 150.0 150.0 150.0 19-1/8" 37.9 27.3 96.7146.1 150.0 Z 26-1/2' 150.0 150.0 150.0 150.0 150.0 '150.0 150.0 26-1/2" 53.8 101.7' 63.1 148.6 150.0 150.0 150.0 26-1/2" - 27.} 69.8 105.5 150.0 o30" 150.0 150.0 .150.0 150.0 150.0 150.0 150.0 30" 47.5 '89.8 73.4' 1131.3 150.0 150.0 150.0 30" - 24.1 - .61.7 93.2 150.0 n37" 150.0 150.0 150 0 150.0 150.0 150.0 150.0 37' 38.5 72 8 59.5' 106.4 148.9 150.0 150.0 37" - - 50.0 75.5 138.8 Q 42" 149.6 150.0 1500 150.0 150.0 150.0 150.0 42" 33.9 642 52.4 93.8 131.2 150.0 150.0 42" - - - 25.2 44.1 66.5 122.3 n' _. 48' 38-3/8" 130.9 150.0 1500 150.0 150.0 150.0 150.0 'qty) )7{.-1/4 29.7 (SB.t 459 82.1 114.8 '150.0 150.0 48" 120" - - - 22.0 38.5 58.2 107.0- Q LL _ a 54" 116.3 150.0 1500 150.0 150.0_ 1500 150.0 54' 36.4 499 40.8 72.9 102.1 135.2 150.0 54" - - - - 34.3 51.8 95.1 (� M 60" 104.7 150.0 150 0 150.0 150.0 150.0 150.0_ 60" 23.8 44.9_ 36.7 65.6 91.8 121.7 -150.0 60" - - 30.8 46.6 85.6 a&W(q 66" 95.2 150.0 146.8: 150 1 150.0. 150.0 150.0 66" 21.6 40.8 33.4 59.7 83.5 110.6 150.0 66" - --` 28.0 42.3 778 1 72" 87.3 140.7 134.6 150.0 150.0 150.0 150.0 72' - 37.4 30.6 54.7 76.5 101.4 1500 72" - - 25.7 38.8 71.3 0 43 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 15Q.0 19-1/8" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" - 28.5 20:5 41.6 72.7 115.6 150.0 0 _ _. ._._ _ _ 3CI 26-1/2' 136.2 1500 150.0 150.0 150.0 1500 150.0 26-1/2- 37.2 79.4 574 116.1 150.0 150.0 150.0 26-1/2" - 20.5 - 30.0 52.5 83.4 150.0 {L 3 t 30" 120.3 150.0 150.0 150.0 150.0 150.0 150.0 30" '32.8 70.2 50 7 102.6 143.5 150.0 150.0 30" - - - 2b.5 46.3 73.7 135.4 J v _ _ - _ aWf � J'Re_ 97.6 75*O 150.0 150.0 150.0 150.0 150.0_ 37' 26.6 56.9 41.1 83.2 116.4 150.0 150.0 37" - - 21.5 37.6 59.7 109.8 ` 42" 85.9 - 138.0 132.6 .750.0 150.0 150.0 150.0 42' 23.4 .50.1 36.2 73.3 102.5 135.8 150.0 42" - - -- - _33.1 52.6 96.7 _.. _ 48" J5.9g_ 5; - 75.2 120.8 116.0 150.0 150.0 150.0 150.0- . 48' 84" k20.5 43.9 317 64.1 89.7 118.8 150.0 48" 132" - - - - 29.0 46.1 84.654" 66.8 107.3 103.1 150.0 150.0 150 0 150.0 54' 39.0' .- 28 2 57.0 79.7 705.6 150.0 54' -_ - - 25.7 40.9 75.2_ N60" 602 96.6 92.8 141.2 150.0 150.0 150.0 - 60'- 35.1 25 3 51.3 71.8 95.1 160" T3.2 3b.8 67.7 Z_66" 54.7 87.8 84.4 128.4 150.0 -150.0 150.0 66' 31,9 23.0 46.6 65.2 86.4 150.0 66" - - - - 21.1 33.5 61.572'. 50.1 ' 80.5 77.3 117.7 150.0 150.0 150.0 -72' 29-2 21:1 42.7 59.8 79.2 145.6 72" - - - - - 30.7 56.4 J e, 19-1/8" 143.8 150.0 150.0 150.0 ISOM 150.0 150.0 19-1/8" 74.0 53.3 108.1 150.0 150.0 150.0 19-1/8' - 21.9 32.0 � 56.0 89.0 150.0-. I26-1/2' 107.6 150.0 150.0 150.0 150.b 150.0 150.0 26-1/2' 53.4, 38.4 78.0 124.4 150.0 150.0 26-1/2" - - - 23.1 40.4 64.3 118.0 ! mWJ30" 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30' 47.2 34.0 68.9 109.9 145.6 150.0 30" - -. - 20.4 35.7 56.8 104.3" I m I Ui 37" 74.13 119.3 114.7 150.0 150.0 150.0 150.0 37' - 38.2 27.5 55.9 89.1 118.0 150.0 }7" 28.9 46.0 84.5 F 1[71 Q 10 � 42" 65.5 105.1 tOIA 150.0 150.0 150.0 150.0 42" - 33.7 24.3 49.2 78.5 104.0 150.0 42" - - - - 25.5 40.5 74.5 j 0 n M 48" .58" 57.3 92.0 .88.4 134.5 150.0 150.0 150.0 48" 96" 29.5 21.2 43.1 68.7 91.0 150.0 48" 144" - - - 22.3 35.5 65.2 I I Z m 54' 50.9 81,8 78.6 119.5 150.0 150.0 150.0 54' - :26.2 - 38.3 61.0 80.9 148.6 54' - - - - N 80" 45.8 7}.6 70.7 107.6 150.0 150.0 150.0 60' - 23.6 - 34.4 54.9 72.8 133,7 60" J 66" 41.7 66.9 64.3 97.8 136.8 150.0 150.0 66' - 21.4 - 31.3 49.9 66.2 121.6 fib" - - - - - 25.8 47.4 Q!N N 72" 38.2 61.3 58.9 89.6 125.4 150.0 150.0 72' - - 28.7 - -45.8 60.7 111.5 72" - - - - - 213.6 413.4 .JAW U) 19-1/8' 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 24.2 51.9 37.4 75.9 132.7 150.0 150.0 -- 26-1/2" 86.0 141.2 135.7 15ARCHES TO RE INSCRIBED 0.0 150.0 150.0 150.0 26-1/2" - 37.5 27.0 54.8 95.8 130.2 150.0 INSIDE RECTANGULAR SHAPE rHORIZONTAL MULLION �30' 77.7 124.8 119.9 150.0 150.0 150.0 150.0 30" - 33.1 23.9 48.4 84.6 115.0 150.0 1.-8 63.0 1!31.x,11 97.2 147.9 150.0 150.0 150.0 37' - 26.9 - 39.2 -68.6 93.3 t50.0 - LAZING I 42" 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42' - 23.7. - 34,6 60.4 82.2 150.0 i;, PRODUCT �� o$ . _ VERTICAL I I H I N 48' 83•? 48.6 78.0 74.9 114.0 150.0 150.0 150.0 48" 108" - 20.7 30.2 52.9 71.9 132.1 MULLION __..... 54' 413.2 69.13 66.6 101.3 141.8 150.0 150.0L60' - - 26.9 47.0 6},9 1 17.4 o g 60' 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24,2 42.3 57.5 105.7 GLAZING GLAZING �. PRODUCT PRODUCT66" 35.3 56.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 ..._ ._ _.._. GLAZING GLAZING72' 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• 0 o�rim to NOTE: • • •• • • • • • _WI W2 I MULLION SPAN i .5 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED •• •i i i i i i•i •• `_ VERTICALLY OR HORIZONTALLY. •• ••• •• • • • •• (INTERPOLATION BETWEEN WIDTHS ALLOWED) E"r.JAVA,A;MA, PRODUCTRHVISED ! ^I TYPICAL MULLION ARRANGEMENTS 9 p1 g with the Florida !•-:! CML Acccom8 In _--._..--_.. FU.PE/70592 -'lulldin Code it I JI • ••• • •i ! W1 } W2 C.AN.3538 A,cceptancc 1No1 • • • = • • o i WIOTI�t1 ; - B cellon Ihte ft} ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2 4 5" AND 6" TUBE MULLIONS. ••• • • •• • • ••• • • JUL 2112014 By _j-X !-!�-... • •• • • • hlimi Dade Product Cantr0l ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G APPLICABLE -W--i}M ••• • ••• • drowing not TO ALL TUBE MULLIONS. N' ULLIOAS M04-04 sheet 3 of 9 j • • • • • • • • • • ••• 0 0 0 000 0 0 DESIGN LOAD CAPACITY - PSP _ - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �rtin WINDOW DAMS. ANCHORS TYPE .. ANCHORS TYPE ANCHORS TYPE 'a WIDTH (W)MULL.SPAN A B. C D E. F. _ G WIDTH(W) IAULL SPAN. A It T1. 1 -E F G WIDTH (W)MULL SPAN A. B _C D E F G J O 19-1/8" 150.0 150.0 150.0 150.0 -150.0 150.0 150.0 19-1/8" 101.0 150.0 0 - 150.0 120.5 150.0 19-1/8" ,62.5 125.0 86.3 150.0 150.0 74.6 149.2 Z •I/ 26-1/2" 141.0 150.0 150.0 150.0 150.0, 150.0 150.0 26-1/2" 72.9 145.8 0 150.0 87.0 . 150.0 26-1/2" 45.1 90.2 62.3 124.5' 150.0 53.8 107.7 _ ...__._124.6 150.0 150.0 150.0 150.0 148.7 150.0 30" 64.4 128.8 0 150.0 76.9 150.0 30" 39.879.755.0 -110.0 137.6 47.6 95.1qon ___ ____ __ ____ _ _ _37" x01.0 150.0 139.6 150.0.- 150.0 120.6 150.0 37' 52.2 104.4 .1 150.0 62.3 124.6 37' 32.3 64.6 44.6 89.2 111:6 38.6 77.1 �ILl 42" 89.0 150.0 122.9 150.0 150.0 106.2 150.0 42" 46.0 92 0 .0 150.0 54 9 109.8 42" 28.5 56.9 39 3 78.8- 98.3 34.0 67.9a48" 38-3/8' 77.9 .150.0 107.6 150.0 150.0 92.9 150.0 x48 ..7 : 40.2 805'. .1 139.0 480- 96.1 48" 120" 24.9 49.8 344 68.8_ 86.0 29.7 59.4 54" 69.2 138.4 95.6 150.0 150.0 82.6 150.0 54' 35.8 71.5 49 4 98.8 123.5 42.7 1 85.4 54' 22.1 44.3 30 6 61.1 76.4 26.4 52.8 r 60' 62.3 124.6 86,1 1 150.0. 150.0 74,3 148.7 60" 32.2 64.4 44 5 88.9 111-.2 38.4 76.9 60" - 39.8 27 5 55.0 68.8 4�2347.6 66" 56.6 113.3 78.2 - 150.0 150.0 67.6 135.2 66' 29.3 58.5 40.4 80.8 101.1 34.9 69.9 66' - 36.2 25.0 50.0 62.5 372 51.9 103.8 71.7 143.3 150.0 62.0 123.9 72' - 26.8 53.7 37.1 74.1 923 - 32.0 64.0 72' 33.2 22.9 45.8 57.3 39.6 Q 4 Q G 19-1/8" 148.1 150.0 .150.0 150.0 150.0 1500 150.0 .19-1/8"- 89.3 150.0 123.3 150.0 150.0 106.8 150.0 -19-1/8" 56.8 113.6, 78.5 150.0 150.0 67.8 175.6 0 yOD IX 26-1/2' 106.9 150.0 1477 150.0150.0 1276 150.0 26-1/2" 64.4 128.9 89.0 150.0 150.0 76.9 150.0 26-1/2' _ 41.0 82.0 56.6 113.2 141.6 48.9 97.9 30" 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30' 56;9 113.8 78.6 150.0 150.0 67.9 135.9 30" 36.2 72.4 50.0 100.0 125.1 43 2 86.5 LL? f a,.. .._ ..._.___..__. 37 l6.6 150.0- 105.8. 150.0 150.0 91.4 150.0 37" 46.1 92.3 63.8 127.4 150.0 55.1 II0.2 -37' 29.4 58.7 40.6 81.1 101.4 35 1 70.1 W yN rCl .__ ... -- _ el 42" 67.5 134.9 93.2 150.0 150.0 80.5 150.0 42' 40.7 81.3- 56.2 112.2 140.4 48.5 97.0 '42% 25.9 51.7 35.7 71.4 69.4 30.9 61.8 48". q g;� 59.0 110.0- 81.5 150.0 150.0 70.4 140.9 48: 71.1 49.1 98.2 122.9 42.5 84.9 48' _.--.. 84" 35.6 ...._,._ _. - - _....- � 132" 22.6 45_3_ 31.3 62.5 78.2 27.0 54.0 r 54" 52.5 104.9 72.5 144.9 150.0 62.6 125.2 54° 31.6 63.2 43.7 87.3 109.2 37.7 75.5 54" 20.1 40.2 27.8 55.6 69.5 24.0 48.0 ._ -__ ......_. n 60" 47.2 94.4 65.2 170.4 150.0 56.1 112.7 60" 28.5 56.9 39.3 78.6 98.3 34.0 67.9 60" - 36.2 1 25.0 1 50.0 62.5 21.6 43.2 I ^ '66' 42.9 85.9 59.3 118.5 148.3 51.2 102.5 66" 25.9 51.7 35.7 71.4 89.4 30.9 61.8 66' - 32:9 22.7 45.5 56.9 - 39.3 Z! n 72" 39.7. 78.7 54.4 108.6 .135.9 47.0 93.9 72" 23.7 47.4 32.8 65.5 81.9 _28.3 56.6 72" - 30.2 20.8 41.7 52.1 - 36.0 0: 19-1/8" 129.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 78.1 150.0 107.9 150.0 1500 93.2 150.0 19-1/8" 52.1 104.2 71.9 143.8 150.0 62.2 124,3 .- ..-- _ _ 26-1/2" 933 150.0 128.9 150.0 150.0 111.4- 150.0 26-1/2' 58,4 -112.8 77.9 150.0 150.0 67.3 134.6 26-I/2' 37,6 75.2' 51.9 103.8 129.8 41.9 89.7 7 Q _._ ...... 30" 82.4 150.0 113.9 150,0 ..150.0 98.4 150.0 30' 49.8 99.6 68.8' 137.5 150.0 59.4 118.9 30" 33.2 66.4 45.9 91.7 114.7 39.6 79.3 37" 66.8 133.7 92.3 150.0 150.0 79.6 150.0 37' 40.4 80.8 55.8 111.5 139.5 48.2 96.4 37" 26.9 53.8 37.2 74.3 93.0 32.1 64.3 01 42" - 56.9 117.8 81.3 150.0 150.0 70.3 140.5 42" 35.6 71.1 49.1 98.2 122.9 42.5 84.9 42" .23.7 47.4 32.8 65.5 81.9 28.3 56.6 48" 58• 51.5 103.0 71.2 142.2 150.0 61.5 123.0 48' 96• 31.1 62.3 43.0 85.9 107.5 37.2 74.3 48" 144" 20.8 41.5 28.7 57.3- 71.7 24.8 49.5 p r M _. 54" 45.8 91.6 63.3 126.4 150.0 54.7 109.3 54' 27.7 55.3 38.2 .76.4 95.6 - 73.0 66.0 54" - 36.9 25.5 50.9 63.7 22.0 44.0 0 n ---. ..--- ..... _.__. . , .._..- 60" 41.2 .82.4 56.9 113.8 142.3- 49.2' 98.4 60" 24.9. 49.8 34.4 68.8 86.0 29.7 59.4 60' - 33.2 22.9 45.8 57.3 - 39.6 - -- - --- -- 5:3 z -- - 66" 37.5 74.9 51.8 103.4 129.4 44.7 89.4 66" 22.6 45.3 31.3 62.5 78.2 27.0 54.0 66' - 30.2 20.8 .41.7 52.1 - 38.0 -r9i O 72' 34.3 68.7 47.4 94.8 118.6 41.0. 82.0 72' � 20.8 41.5 T8.7 57.3 71.7 24.8 49.5 72' - 27.7 - 38.2 47.8 - 33.0 � Q N N g J 19-1/8 119.0 150.0 150.0 150.0 150.0 142.1 150.0 19-1/8" 69.4 138.9 95.9 150.0 150.0 82.9 150.0_ ANCHOR TYPES HOR17ONTAL MULLIONW Lo 26-1/2" 85.9 150.0 118.7 150.0 150A 102.5 150.0 26-1/2" 50.1 100.2 69.2 138.4 150.0 59.8 119.6 A.e,C,0,E, `-J - AT HEAD/SILL/JAMBS ARCHES TO BE-CRIBED- 30" X7,5.9 150.0 104.8 150.0 150.0 90.6 150.0 *30" 44.3 88.5 61.2 122.2 150.0 52.8 105.7 ANCHOR TYPES I INSIDE RECTANGULAR SHAPE 3Y i.6"i�,5 123.1 85.0 150.0 150.0 73.4 146.9 37" 35.9 71.8 49.6 99.1 124.0 42.8 85.7 F k G 12 .._. - ._...__. _.. AT JAMB ONLY '�u�WIri. 42" 54.2 108.4 74.9 149.7 150.0 .64.7 129.4 42" 71.6 632 43.7 87.3 109.2 37.7 75.5 - � �� w _ _.. ._ �' LAZING � 48'• B:S 47.4 94.9 65.5 131.0 150.0 56.6 1132 48' ' �- - -_-- - - _ .__ 108' 277_,.. 55.3 38.2 76.4 95.6 33.0 66.0 f/ I PRODUCT 3 it$IU=1N 54" 42.2 84.3 58.2 116.4 145.6 50.3 1006 54" 24.6 49.2 34.0 67.9 84.9- 29.4 58.7 --VERTICAL - o MULLION - o N o sl~Io 60" 37,9 75.9 52.4 104.8 131.0 45.3 90.8 60" 22.1 44.3 30.8 61.1 76.4 26.4 52.8 2 �,ANCHOR ._. ....__ .-._. ..... i3 k'la 3IW 66" 34.5 69.0 47.7 95.2 119.1 41.2 82.7 66" 20.1 40.2 27.8 55.6 69.5 24.0 48.0 GLAZING GLAZING DETAIL/1 ...._...___- ......___.. _._.. _._ PRODUCT PRODUCT 72' 31.6 63.2 43.7 87.3 109.2 37.7 75.5 72' - 36.9 25.5 50.9- 63.7 22.0 44.0 m - 3 GLAZING GLAZING i ALL LOADS ARE EXT.(+)/INT.(-). PRODUCT PRODUCT •• I�e m r NOTE: • • ••• • • • • '-.o!o'oo O! Yl2 I_ MULLION SPAN I u 4 0 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • •• • • • • • I�� LOCATIONS AT HEAD, SILL OR JAMB ENDS. • • • • • • • • • ANCHOR TYPES •• 000 •• • • • •• A,B•C.D.E. AT HEAD/SILL/JAMBS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS MULLION ARRANGEMENTS Eng, JAVAD AHMAD PRODUCTREVLSED (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) _., ORAL mcomplying with the Florida A.PE#70592 Building Code • ••1 1 + W2 C A.N.3636 WIDTH�'W) !•-�-•• • Acceptance No • • • • • • 2 • '• • •- ;; lee all 13e1e [ s S 16' ANCHORS TYPE 'D'"AND 'E' APPLICABLE TO _ • • • • • o JI x 4 5" AND 6" TUBE MULLIONS. •• • • • • • •• • • JUL 2 I,2014 Brf' --------- • •• • •• • • • /", (die Dade Pr IConRel- drawing no. ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE • • ••• • ••• • u TO ALL TUBE MULLIONS. (`ANCHORS , " '1 M04-04 I sheet 4 o g • • • • • • • • • • ••• • • • ••• • • 1/4'CIA:.ULTrv..COW f 1/4"DLI.*ULTRACONS 1/4-DIA.ULTRACONS 1/4'DIA ULTRACONS ., Ed. }PEK CI,tP',(t OATS.EACH`WING}'�- 1 PER AN Ed. 2 1/4" MIN. 4 PER CLIP(2 ON EACH WING) 2�ER ANGLE ---Jv 3' Trn ((;I O •i= ,I • I�i - .r—�Ir". ' I I . i.° i i MIN � °I'.I. �.� . �' • ° i! I e� � � 111 - °• _—~ ' c ' fnzG7 �I�! IL<it''_ li it \I� 11 II O U n 11 II ft"'Tr: I p 1� 7 ,L.r V 1BY jl.Jj FLOATING CUP li it iLJ1 LFLOATING CLIP II II as {9 Irl SNUG FIT INSIOE MULL I I I I 2 X 2 X 1/8" - 1 BY �� SNUG FIT INSIDE MULL 2X T% 1 8" Q Q WOOD BUCK 11 I I 11 11 ALUAI ANCLE WOOD BUCK I I /I I I j E O p 1 I , I 1 J 11 I I ALUM ANGLE o d)P- \ _________ 1. A14 SA15 U U ' <! J 14 SMS LA V .. _____________ I I 1-3/4'O.C.MIN. 1-3/4"O.C. MIN. I I I I 2 PER ANCLE I 1 1 I I 12 PER ANGLE I 1 Q W yj . I I i( I/4"DIA, ULTRACONS 1/4"DIA. ULTRACONS Ed 2 PER CUP(1 ON EACH WING) 1 PER ANGLE 1/4'DIA.ULTRACONS 1/4'DIA.ULTRACONSZ 4 PER CUP (2 ON EACH WING) 2 PER ANGLE .2. `O Ed. 1"MIN, I J 't n ED tai \T g z n F II II L� �i ii 11 11 z i z j1 II T :rt tt. 11 II II II FLOATING CLIP Il II IIJI II 11 J O— WOOD BUCK ILJI FLOATING CLIP 1�i1 SNUG FIT INSIDE MULL II II 2 X 2 X I/B' N n OR I��1 SNUG FR INSIDE MULL II II 2 X 2% 1/8' \EIY " - WOOD BUCK I 1 U LI ALUM ANGLE WWD II II I I I I ALUM ANGLE I Q P1 Q w \ I----------- - I STRUCTURE j' �14 SIAS I Lj \ 1 ------- �' JI (114 SMS W I 1 I I 1-3/4"O.C. MIN. 1 I I I I 1-3/4"O.C. MIN. I I I I2 PER ANGLE I I I I I , I 2 PER ANGLE I I I Nlm ol 1 ANCHORS TYPE 8' w vlU�g oi$ ui �,no:�.•$n-� + 1/4"CIA. ULTRACONS BY•ELCO' • •� 0 0 W. "-' oi2•o ULTRACONS MAY BE HEX OR FL4jT HEAD o o 0 0 0 u Olu o SUBSTRATE Ed' = MIN. EDGE DIT N. M T ••• ••• 1 t WOOD 1" 1_1/2•. .- s::L I�It I E„ � AO D PRODUCT REVISED m I I; I`-__----_y CONCRETE 2-1/2" 1-1/2' 9c JAYAHMA I I - CML u a+mplying with the floddn 1 WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. FLA PE Q 70592 B.ilding Code S iI ALTERNATE CONCRETE =.Pc = 3000 PSI �1. ••• • ••• • • GAN `k5J8 Acceplaace No ANCHOR LOCATION • • '• -• • • • • • B%ilMioa Dale I JUL � jQ(� o h-66 2 l 201k` ,, � J ALL CLIPS AND ANGLES TO FIT SNUG WTO BE LIONS. •' • •• • • BY � m�... a •TU YV4 • 4I• ••• ••• Minmi/1 and Conrad drawl—no, CLIPS OR ANGLES CONNECTED OIRECTIr ATO MASOyRY TO RE�p�OjECTE !l' 9 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR '/ M04-04 ANQHQRS TYEP �A' WATER-WHITE METHACRYLATE LACQUER. ! ,� -- ----- she." t 5 -f 9 ••• • • 0 000 0 0 F/4•'ORA:MIRAGCN5 1/4"DIA.ULTRAGDNS 1/4"OIA.ULTRACONS . 'I/4"DIA.ULTRACONS Ed. 2.PER.CLB•(U,ON.FiICII YIItO) I PER ANGLE Ed. 4'PER CLIP(2 ON EACH WING) 2 PER ANGLE Flo- yp Z IN. IT . ,fl I 'o i jl II I 1 11 11•. � �1 �) II• I �� C� t1 'Tt ILJ FLOATING CLIP 11 II 1 1 IL-JI II II 7 SNUG FIT INSIDE MUII II 11 2 X 2 X 1/8" 1 1 ( II II _2 X'2 X 1/8" U U ALUM ANGLE N I I 11 f U U ALUM ANGLE \ _________ 114 SMS 1 I Q aQ e'j I I I I I-3/4.O.C.MIN. I I I I FLOATING CLIP I I ti 0 a/ i I 2 PER ANCIE i I i I I -SNUG FR INSIDE MULL I r OJ tT$i I I I I I I I /14 SIRS I I Q 111 Mj oo I I I I I I I I 1 Z v 4 RER ANGLE i i J Z(Myy� yJ1 Ed. j Z II I i � I i1 SII .0! e -- 1 I I \ O] Ir----------4 � 1 1 1 1 I w • II 1 I I I I I I aD l LJ 1 ` 1 it i r, (D1 1 :1- to a 1/2"(2) t 1 i 0 N M F I I L_ 1 1 CA r7 N _J Z � M i -----�----- 1i 13 z IQl0Ld cQv¢ 4.li 3"MIN. • Iul LOCATION OF SCREWS CONNECTING Ed. ANGLES To TUBES I/4"DIA.ULTRACONS I 2 PER CLIP(1 ON EACH WING) IUII R� ANCHORS TYPE I I� to 1 APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS Imo. I T I 1 1 •• ••• • • • • • •• 4 I�I$Tm oi� 1 1 1 I • • • • • u of�,o.W�� 1/4"DIA. ULTRACONS BY•ELCO• •• • • • ••• • ULTRACONS-MAY BE HEX OR FLA*HEAD • • • • • • • �--� I 1 v 1 1 SUBSTRATE Ed. = MIN. ED DIST. MIN. EMBEDMENT • • • •• II j i t J Er. JAVAD AHMAD PRODUCT RHVISBD 1 1 CONCRETE 2-1/2' 1-I/2" 9`' CIVIL 0 1 --.---1 - FIA.PE/70592 Build ngC devilh llro Florida ! oil ` r -CONCRETE _-f•c 3000 PSI MIN. CA.N 35.18 • ••• • ••• • • O y( AccePtancc - - - - _ _ - - _. - - •- • -,•_ • •` -• • • • • ,2 A 2014 "- ExP�Wiwl Dnla f� '-o I N ,I a �- -. _ . . jUC ANCHOR LOCATION ALL CUPS AND ANGLES TO FIT SNUG 1 TQ TUB uULL�NS TERNATE • •. • •: : : BY � . Mie1 Dade Pr vel Co8lreE 1, drowing no^o CLIPS OR ANGLES CONNECTED•DIREC"TO MAWNRY TO't��TECT�p ! WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR ••• • L' �.� M04-04 , ANC{-{. Ijrj TYPE •CI WATER-WHITE METHACRYLATE LACQUER. , - ------- ------I sheet 6 of 9 a 5/16"DIA.ULTRACONS S/IV DIA. ULTRACONS 11•� I .� Ed. " 4 PER CUP(2 ON EACH WING) 2 PER ANGLE aY o 10 lo71, t TYP. } L 1 Wpa 1 1 I• I I I II I I a W v I ,• 11i� it .t, VI IL I j -------------1 r -FLOATING CLIP _ a U ALUMANGLE t 1 0 I I I I SNUG FIT INSIDE MULL 1 I I I I I �y OD I I I M14 SMS I I Y, o I I I I 4 PER ANGLE 1 I I I I I LL Z In IVl W In r I j n I1i� JI J it n T \� r �IIJm �I I W If-1 ;m W I + O+ I I 1 1 I I n M I 3- I 3Z� I rim ..... _ JVj WC,< N Q i aIal LOCATION OF SCREWS CONNECTING ANGLES TO TUBES I 9! TI s IT ANCHORS TYPE 'E' 0-5 APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS u la a P. o r T •• ••• • • • • • •• g o,ry wlo,� • •• • • • • ••• • �' c.u'o'WI4 5RACO DIA. ULTRACONS BY AT HE • • • • • • • • • O UURACONS MAY BE HEX OR FIAT HEAD •• ••• •• • • • •• '�, n`� SUBSTRATE Ed. _.MIN. EDGE DIST. MIN. EMBEDMENT PRODLICTREWSED it- CONCRETE 2-1/2" 1-3/4" Eng,:JACMLAHMAD as complyinPwith the flaida r it CONCRETE = t•c =3000 PSI MIN. • ••• • ••• • • FLA.PE/70592 Building Code a f��a.wf 3 Acceptance No - - — _ _ ._.� -r_ _ - •�• • • -• •- • •-• • �-2014 IJSy1T811011 DaleBy • • • • • • • • •• •• • •• •• • •• • • k �unI - �� ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ' lomi ade Product Conti •• • ••• • ••• • drowing no. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED �. WITH ALKAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR r - M04-04 I_WATER-WHITE METHACRYLATE LACQUER. .sheet 7 of g) • • • • • • • • • • ••• • • • ••• • • 1/4'DIA. ULTRACONS 1/4°DIA ULTRACONS 1/4'DIA.ULTRACONS 1/4"DIA.ULTRACONS gd, 2 PER CUP(1 ON EACH WING) 1 PER ANGLE Ed. 2 1/4"MIN. 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE Jla IIPgl TYP. 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EDGE D"MIN.SE•BEOMEP• • • • •• ,fir---1�1� MASONRY 2-1/2" 1-1/4' iI I Eng,:JAVAD AHIMD PRODUCT REVISED ,n I: g I, MASONRY C-90 HOLLOW/FILLED BLOCK-fm 2000 PSI MIN. CML as cDmplyirlQ WiDI Bfe F7m1�T `;;'. 3s • •=• • ••• • • FLA. - J 70592 CA-N.3578 OoAding Code Atte Ignc4 No _� (j F ALL CLIPS AND ANGLES TO fR SNUG�NTS TUBE•7AULLIONS.• . • • • <Pi�li�6ilo 'I CLIPS OR ANGLES CONNECTED OIRECTLY91 MASSNRY TJ B R2�0RTECT • •• • . JllL 212014 / �--� WITH ALKALI RESISTANT COATINGS, SIJJ j BIT*dtOUS PAI;� •l ••• Al jfon i nAAe product Conitef Yr drawing no. 1 WATER-WHITE METHACRYLATE LACQUE i'• ' 1 t('( j L. _..... -- v1 M04-04 sheet $ of 91 • • • • • • • • • • ••• • • • ••• 0 • 4.W 1 #14 SMS [TUBE MULLION ` JSEECHART FOR QUANTITIESZ • k °0Z- 4 Gi ISI ------- ------ Q a awl -----1'--------3 ANCHOR N0. 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BHT.300 BM.301 BHT.300 � y a _ r Y S 0 Bedroom Bath Office SM.301 • • • • •• • • ••• • '+ Enclosure ... ••• ; '• El SM:301 • BHT.301 BHT.301 •••• • 0000•• • 0000•• • • C 000.0•• • • 0 • ••• • 00 000,00, Hallway 0000" • _ 0000•• ••• '•i • Garage Stairs to Kitchen 2nd flr. 0 Dining Living BHT.300 Room Room _ xo a a o BHT.302 BHT.302 BHT.302 BHT.302 BHT.303 SM.303 SM.303 BHT.3M F t BHT.302 SM.302 .. = r FLI 3M.301 1 5T LEVEL FLOOR PLAN � 1 SCALE:114'=1•-0' GLAZED 1=Ire HS GREY.0.090 POB DUPONT CLEAR°116 HS CLEAR ° GLAZED 2=3116 HIS GREY°0.000 PVB DUPONT CLEAR.3116 HS CLEAR GLAZED 3;'SM HS GREY�0.000 PVB DUPONT CLEAR+118 HS CLEAR GLAZED 4=502 HS GREY•0.09D PVB TRANSLUCENT WHITE-1A7 HS CLEAR N017:B: " REVISION W CATE DESCRIPTION REVIEW APPROVED DRAFTER: LOCATION: ° PROJECT: " "� DESCRIPTION: DATE: 0410SF2016 VICTOR CERON PE LM. 2100 NW 99th AVE,DDRAL UMTED S. 1ST LEVEL FLOOR PLO SANGUINETTI B PE 63023 CIVIL R A.V. TOMER: wIND0W5LLC 1/4"=1'-0" ° SHEET N•: 8883 Fontainebleau Blvd#10.5ESWINDOWS ` r RESIDENCE 100 Miami,F133172 1053�� Ph 7867 2825292. 24945041 ' r - c° v _ F1 SMT.300 Master ""•• Bedroom •••• . .. . ... ...... Stairs to 1 st flr. Master + -Bath i TIH .8.8. SHT.30! `2 2ND LEVEL FLOOR PLAN SCALE:ua°=r-0^ GLAZED 1=118 HS GREY+0.080 PVB DUPONT CLEAR+118 HS CLEAR GLAZED 2-3118 HS GREY+0.080 PVB DUPONT CLEAR-3110 HS CLEAR GLA79 3=SW HS GREY+0.080 PVB AR DUPONT CLE +1B HS CLEAR GLAZED 1=5132 HS GREY+0.080 PVB TRANSLUCENT MITE+118 HS CLEAR NOTES: DRAFTER: LOCATION: PROJECT: DESCRIPTION: DATE: REVISION K GATE DESCRIPTION REVIEW APPROVED 04/05/2016 L.M. 2100 NW 98tl1 AVE,DORAL,UNRED S. 2ND VICTOR CERON PE FLOOR PLAR REVLISTOVIER: PE 63023 CIVIL S AN. �INFINITEWINDOWS LLC SANGUINETTI WALE:W; 1'-0 SHEET K: 08883 Fontainebleau Blvd#105 ESWINDOWS RESIDENCE 101 Miami,Fl 33172 Ph 7867 2525292 Ta`JM 'F"`� " AIG. ' 3/4" 314" 84. r F.W. 60 5116" _ .. D.LO. SECTK)N 8.8' .. 103 103 Irr M.O.O. 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" LOCATION. PROJECT: DESCRIPTION: DATE 04105=16 VICTOR CERON PE _ L.M. 2100 NW 99th AVE,DO RAL,UNITED S. SAN G U I N ETTI 9VINIDOW ELEVATIONS PE 63023 CIVIL REVLEw A.V. CUSTOMER. INFINITE FINITE V,4NDOLLC SCALE:1/4"=1'4r e s SHEET M: 88.83 Fontainebleau Blvd#105 ESWINDOWS RESIDENCE 300 Miami,F133172 O'Sl O'( 1 L Ph 7867 2825292 T LL�24 1E`"�Lam"°a ' Y 66 12" _ M.O. 314' 3512' 35 12^ 314" — .M.O _311 M.O. yq, r— 6T 1P 'O 3 314' ' • ••••• F.W- • F.W. 21 U8^ .W • ••• •••• ••• •• 2T D.LO. D.LO. D.L.O. •• • • ••• • • ' SECTION A-K ' —— SEC110N A-A' • • •••••• SECTK)N A-A' 0 ------ 111 •••••• • • •••• • •••• • •••• • ' 66 112^ •••••• M.O. - 35 12" • • • • • 35 12" 314" 314` M.O. M.O. 67" —� _ 314^ 14' • • • • •••• 314^ 314' F.W. 34' • •••••• • • 34' 27115, 27 12" F.W. • • • • • •. F.W. D.LO. 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DIINFINITE WINDOWS LLC SCALE, va^=r-0^ SHEET N': 8883 Fontainebleau Blvd#105 E:SWINDOWS RESIDENCE 301 42Miami,F133172 OT Ocitl6 _Ph 78672825292 1R4v30D4A084DCEm.P •4WOW TN.(106)t4DA40141•FAv F.1R572A0042 — - _ ti 4•. 52 17 25 112" 29 in' M.O. 3/4• M.O. 34112" M.O. .. 3/4' - - 3/4" 314' 61' 314" 3/4" 3/4" M.O. 314" L28 F.W. 24'—� •••• 1 33' • • F.W. • 6666 00 — SECTION Ad' ` __— SECTION A-A' • .SECfgN A-A' — • 6!666• • 6666 • . 69.00• 0 **:,Joe 9 34 112^ _ 4 •••••• • • M.O. 3/4" 374' � • • 0 • 33" 6!666• ••• •• F.W. _ 20112^ _ 52112" • •, 25112" 211" Wo. •° 3/4 M.O. 3hr s •0•• •4"N.O.3/T •, ! •09. • D.LO.— '3/4" 28" 3N^ F W. 24"_ :00 0 • •.. F.W. ' F.W. �I • 21" 101/8" 101/8' 41T D.L.O. e y D.LO. 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P= - PSF FINISH:POLYCRON ESP WHITE -� S7.II GLAZED 118 HS GREY PGD90WHIT PVB DUPONT CLEAR*1/8 HS CLEAR OP=T-� PSf p=+N.60 pSf GLAZED 118 HS GR WINDOW IMI +85.00 �d3.00 E E CASEMENT GREY IMI +85m FINISH:POLYCRON ESP WHITE ' S9' GLAZED Ire HS GREY+0.090 PVB DUPONT CLfAR+1/B HS CLEAR OP= PSf I P= PSF'^ OWED P LYCRO ESP PVB DUPONT CLEAR-1/8 HS CLEAR NOA:150129.05 -� x•53 FINISH:POLYGRON ESP WHBE NOA:15-0129.05 NOA: POLYCRON ESP WHBE - NOA:15-0129.05 - NOA:15-0129.05 +dd.6 P-59.72 PSf T GLAZED 1-118 HS GREY0 +..000 PJB DUPONT CLEAR+118 HS CLEAR GLAZED 2=3116 HS GREY+0.080 PVB DUPONT CLEAR+3f16 HS CLEAR GLAZED 3+SIM HS GREY+0.000 PVB DUPONT CLEAR+118 HS CLEAR GLAZED4-5/32 HS GREY+0.080 PVB TRANSLUCENT WHITE+1/8 HS CLEAR NOTES- DRAFTER: LOCATION: PROJECT: DESCRIPTION: DATE: 04/05/2016 VICTOR CERON PE LM. LLC 2100"99th AVE,DORAL,UNITED S. RENEW. CUSTOMER: SANGUINETTI VNF•ADW IIEVATIGNS PE 63023 CIVIL AV. INFINITE WINDOWS 114"=1'-0" 4HEET M: 8883 Fontainebleau Blvd#105 ESWINDOWS RESIDENCE 302 Miami,F133172 Ph 7867 2825292 MM 4"�4'-FT. N"`°a .. 7 - 36 irr " 38 12' _ M.O. -. ♦ M.O. - yj s 3/4- ..^ 31,r 314' 374• 37' 37' .. - F.W. F.W. _ 33 5/18' .. —— - D.LO. - R SECTK)N B41' ° 1 •° SECTK)N 8.8' 87 12" M.O. ... 'S•. - jy 95 911 IT OVERALL F.W. - , ; 3512' r T 3/4' -.3Y — 3Y t 3W M.0 .1 •..•31y4" F.V. F.W. W34'r -F.W. F.W. 5 1116' 2S' LO OLO - - � - I DO. D.L.O. A. I •• .•• •••••f • • :•: - •• .., e •0 000900 • 3812' • •••••• • • r 38 12" �3/ 37••• . -` 8712' - • M.O. y4.. M. F.W. •O. 3/4" • •, • •••• + 314' 4" r 37" _ 33 SITO ••, •• • - F.W. •• ••• • OVERALL F.W. 33 6118" • : • • _ • 1D.L.O. I - • .B 32' 3Y 32" • F.W. F.W. I T 3 P =y •••••• •••1• • F.W. rt " 2 = oJf I 'iO // s.•' i•.%•�,B•1rW• 000000 • D. O.25' 251/18' I. Ru'r- m LL Sb ro-IIIIIfII ItIIItI LL b O tr30D.L.O. D.LO. d o- J�U-Mvs—UJDN o° tlI ®X + • IA' A1A A' bo O G I, � So ri 5jci RAT-RUT M1024o RUT Is. 14 II I l / I ALUMNkA M1 NnN .I I AwMNUMMUNTW J� 'I a I ----- Lt • 1'X4'%1/6'MULUON 1•X4'N]/r MULLION `^ t MARK N (1 Unit) LMI MARK O (2 Units) LMI MARK M (2 Units) _ ___ _ LMIE53000 CASEMENT WINDOW LMI _ _ __ `- - 85.00 +43.13 ES-5000 CASEMENT WINDOW LMI ES-50DO CASEMENT WINDOW LMI ` •+4358 GLAZED 118115 GREY+0,090 PVB DUPONT CLEAR+M HS CLEAR DP= I PSF P= 67 PSF .GLAZED 5/32 HSGREY+0,090 PVB DUPONT CLEAR 1/8 HS CLEAR DP=+90110 PSf P= 16 PSf •- y} GLAZED 1/8 HS GREY+0.090 PVB DUPONT CLEAR+178 HS CLEAR OP= '� PSF P= PSF FINISH: POIYCRON ESP WHITE ` FINISH POLYCRON FSP WHITE _ t F SECTON C-C' SECTION B-8' A5.(Rl 57.67 SEC110N BS' NOA:150129.05 SECTON NOA:I50129.OS 4. fIN6H:POLYCRON ESP WHITE NOA:15-0129.115 MARK NI (1 Unit) LMI MARK Ol (2 Units) 'LM1 v MARK Ml 11 Unit) LMI ES-ISOO SHAPES LAU FOXED WINDOW +gp,pp +44b0 ES•15005HAPES LMI FIXED WINDOW +70JX). +MbD -' E55100 Fp�D WINDOW LMI GLAZED3/16 HS GREY+0.090 PVB DUPONT CLEAR+3/16 HS CLEAR DP= PSF P= PSF GLAZED3/16 HS GREY+0.090 PVB DUPONT CLEAR 3/16 HS CLEAR DP-��PSF P=.5772 PSf i 90,00 +4358 FINISH-.POLYCRON ESP WHITE �� 'n FINESK POLYCRON ESP WHITE GLAZED 5/32 HS GREY+0.090 PVB DUPONT CLEAR 118 HS CLEAR DP= PSF P=57.67 PSF NOA:14-0923.08 NOA:14-0923.08 FINSH:POLYCRON ESP WHITE NOA:15-0129.04 ` f s _ t . ^• GLAZED 1:-1/8 HS GREY+0.090 PVB DUPONT CLEAR+1/8 HS CLEAR'- _ T .-. _ -�..�;- .:..-. .--.�..._.-• .�;---•1^ .:. _ - +.. _ _ .. � -.-. -- - '— -,�_ .-_ - -. - _ R .,. _ _-,- _ ,... ..-...,,_ r. —. -� ..-- --� �•.— -- -�,-,�-.. -—�-f• GLAZED 2+3/16 HS GREY+0.090 PVB DUPONT CLEAR+3116 HS CLEAR GLAZED 3+SM HS GREY+0.090 PVB DUPONT CLEAR+118 HS CLEAR GLAZED 4-5/JZ HS GREY+0.090 PVB TRANSLUCENT WMTE+V8 HS CLEAR _ DRAFTER' LOGTIOK PROJECT: DESCRIPTION: r DATE: L.M. 2100 NW 99th AVE,DORAL,UNfTED S. VICTOR CERON PE APPROVED 'AV, 0410512016 NOTES: REVISIONK CNTE DE6CR8°fION REVIEW t - REVEW CUSTOMER: BANGUI/\E17 I MNDOW ELEVATIONS PE 63023 CIVIL A.V. INFw1TE VANDOWS LLC ,1f4"=1'-0" SHEET M: I 8883-"Fontainebleau Blvd#105 Miami,Fl33172, EswiNoows RESIDENCE 303 I` Ph 7867 2825292 4 _ 10651 NE fHMYlI6DOE CT,MNM,RR14! •d(J951 i4B•001911 2B46fA { ` ' e 3312" M.O. 46 12" M.O. 314" 314" ^. 3/4' 3/4' + F.W. y F.W. �•••• ' - - 6,11 .LO. — ' --D.LO..-- •••• • ••• •• 7 SECTK)N A-A' - •••••• •••J • • • • • a • •••0 96 1 •••• • 2' " •••••• 33 M.O0., 3/4' M.O. 3/4" • • • • • 45" • •• • • •••• 314" 314" F.W. • •••••• • '�. i • • • " F W " -. 38111 • • • t� 25 a D.L.O. •• • ••• •:•• :••• I I I A I A' - -' - " LD I ,�o I X d �_ �o i I 4 �x �o I �0 o = _ o I �� d I rh $ - I mLL LL jO I ,I ° I L"1 I ! I vuT.RAT B-1014 I (� MT-FIAT 6101/ I I I uVWMUM MUNnN AUM IJM MUNTIN i I II • � I I I� I I I I i r _ I h � B. B' 3. MARK WINDOW BATH SECOND FLOOR 11 Unit) LMI" MARK L (1 Unit) ESS000 CASEMENT WINDOW LAAI ES-51oO FIXED W WDOW LMI GLAZED I/B HS GREY+0.090 PVB DUPONT CLEAR-1/8 HS CLEAR DP= � PSf GLAZED 3/32 HS GREY+O,ONO PVB DUPONT CLEAR+1/8 HS CLEAR DP=�. PSF SECTION B4L' FINISH:POLYCRON ESP WHITE SECTK)N B-B' MISR.POLY RON ESP WHITE NOA:15-0129.05 � W i r � 1 v 04 F ..._T GLAZED 1=118 HS GREY+0.060 PVB DUPONT CLEAR•118 HS CLEAR "!""' - _ •T - - - ,_ - —— — - ---+ - .---. -y - - * »- -�+ __ _. ,e GLAZED 2=3115 HS GREY+0.090 PVB W PONT CLEM-NIS HS CLEAR " GLAZED 3=SW HS GREY+0.090 PVB DUPONT CLEAR+1/8 HS CLEAR r - t GLAZED 4=5132 HS GREY.0.090 PVS TRANSWCENTWHITE INIB HS CLEAR e8883 OVED DRAFTER. LO N: PROJECT: DESCRIPTION: DATE: VICTOR CERON PE NM DATE DESCRIPTION RENEW MPRL.M. '2100 NW 99th AVE,DORAL,UNITED S: 04/05/2016 NOTESRENSIO ' RENEW CUSTOMER: N SAN G U l N ETTI WINDOW ELEVATIONS SCALE: 6CA PE 63023 CIVIL A,V. INFINITE WINDOWS LLC 114'=1'-0" SHEET M: Fontainebleau Blvd#105 Miami,F133172 ESWINDOwS RESIDENCE 304 ' Ph 7867 2825292 11651 NE OLNYBDO R E CT N40 IA .4" M _ T.1 L303)2•05041-Fss(3067 2.0!/1 __ �--.r—