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WS-15-428Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229081 Permit Number: WS -2-15-428 Scheduled Inspection Date: March 13, 2015 Inspector: Rodriguez, Jorge Owner: CARNEY, MIKE ANDROBIN Job Address: 235 GRAND CONCOURSE Miami Shores, FL 33138 - Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)758-9980 Parcel Number 1132060133620 Contractor: SURTREAT CONCRETE RESTORATION Phone: (954)772-9009 tsuiming uepartment comments INSTALLATION OF 31 IMPACT WINDOWS INSPECTOR COMMENTS False March 12, 2015 For Inspections please call: (305)762-4949 Page 23 of 38 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid March 12, 2015 For Inspections please call: (305)762-4949 Page 23 of 38 N Miami Shores Village .=1 1 Building Department 10050 N.E.2nd Avenue, Miami Shores. Florida 33138 FEB 2 a 2015 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FSC 20 I BUILDWG Permit No. PERMIT A.P'PLICA.TION Master Permit No. Perinit Type: BUILDING ROOFING JOB ADDRESS: 235 Grand Concourse City. Miami Shares County: Miami Dade Zip; 33138 -Voliotf'arccl#• 11-3206-013-3620 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Robin Carney phone#:305-798-2596 Address: 235 Grand Concourse City:*Uami Shores State: FL Zip: 33138 TerrantlLeswe Name: Plionetl: Email: CONTRACTOR: Company Nome: SURTREAT CONCRETE RESTORATION phone-#: 954 772 9009 Addre y: 2400 NE 16 ST #201 City: POMPANOBEACH State: FL Zip; 33062 QualifrcrXanle: HELEN GANNON ' ' phone#: State 0,11 ic:ation or Registration #: CGC 1507376 Certificate of Competency th Contact Phoned: Email Address: assuredstorm@comcast.net DESIGNER: An hiterVEngineer. Phone#: Value of Work for this Pernut: S 32,000. Square/Linear Footage of Work: Type of Work: LIAddition ClAlteration ON'ew QRepairtReplaae DDemolitiion Description of Work: INSTALLATION OF -31 ,IMPACT WINDOWS 'olor tier file.- Submittal ile:Submittal Fee SL_ Permit Fee, CCF $ CO1CC S Scanning Fee S vwl° s Radon Fee S DBPR 5 Bond $ Notary $ Training/Education Fee S Technology Fee S Double Fee S Structural Review S TOTAL T'CE NOW DUE $ 3 5 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Nance (if applicable) Mortpge Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the wort: and ir'stallations as indicated. I certify that no Forte or installation has commenced prior to the issuance of a permit and that all work Y,"LU be performed to meet the sianderds of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, NVTLT..S, POOLS, FURNACES, BOILERS, HFjkTERS,'IANKS and, -UR CONDITIONERS, ETC..... OVYNEHIS AFFIDAVIT: 1 certify that ail the foregoing information i.; accun�re and that all work will be done in compliance %ith all appiit-able laws reulatulg 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 V4IITH Y01UR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT." Notrre to applicant: As u condition to the tssetance of a building permit xdth an estnnated "al"O a w(M"ding $2500, file applicant must .prop:ive in guad faith that u cope of the notice oj'connnencement and construction lfen law bruchure will be deth=erect to the person whose propertp is subject to attachment. Also, a cert fed copy of the recorded notice of comrnYalcrtnent m1wi be posted at the job site for the fist h wpection which occurs sven (7) days after the building ,pe rift is icsned. In the absence of such posted notice. the inspection u0 nut be approved and a rehtspection fee will be. charged. n//�' a Dd Sigmturc Owner or Agent The roregoing instrmaent vNas aClotowledge efore me chis I to day 0r 20_[,C;by.-kin a rd -f -j , tvho is per.wnWly known to me or whabas� duce b t- - - As identification and who did take an onth. f The forcgo'n instrument was aclotowle before me this, day or 20) -Dy who is ersonalIy kuomrn to me who has produced as identification and who did take an oath. Structural Review Clerk (Rrvgc'e15P_'��t}l2jf t{evi xd 3it21?r112) )(Revised 06,11=09)(FxviRd 3115,'09)(xC%iSW 1MONW) CERTIFICATE OF LIABILITY INSURANCE THIS CER"FICATE Iii5 ISSUED AS A MATTER OF INFORMA'nON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE 139UNG INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the cartificato holdar iS at, ADDITIONAL INSURED, the pollcy(fes) must be endorsed. If SUERQ. CATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an andomba en. A statement on this certmeklte does not confer Mhte to the certificate holder In lieu of such endorsornanttsl. I Thinking With Number LLC 2754 W Oakland Park Blvd Oakland Park FL $9311 waureb SURTREAT CONCRETE RESTORATION 2400 NE 16th Street #291 Pompano FL 33062 COVERAGES CiERTIRC.ATE NUMBE r—E wnr et•s. �u..a,vrvrt .avmvcra: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED IIALOW NAVE BEEN ISSUED TO THE INSURED NAMEC ABOVE= FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENLf WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN�IS SUBJECT TO ALL THE TERMS. rAXCLUSION$ AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVR BEEN REDUCED BY PAID CLAIMS. i nX= LTR. TYPE OF INSURANCE SUM POiICYNUMBEii MNPOMOYE P LpNflS iR7MMPItCAL�IMLUAMiTY AGL0007690.01 12120/2014 12/20/2016 PACHOCdJRRENCE $ 1,0 00,000 A CLAIMS -MADE I OCCUR 9i 100,000 ME -D EXP (Any *W pwwnl 85,00 &ADV INJURY s1,000,000 GEML AGGREGATE LIMITAPPLIES PER: POLICY� El LOODUCT-COMPIOPAGG ERAL TE S2,000,000 IMES�NAU $ 2,000.000 EPC oTE�EEI;»AUTOMOMLE LJABUnYELI VMLE LIMB S ccwan ANYOAUUTNO 6CHEDU A TOS AU71pS �O BODILY R7(Perpereon) S SODILY RY(Foracdoom S PROFERTI'DAMAGE S HlREDAUTp§ SOD S UMBRELLA LIAR EAACfIOCO E�N� � S MWEMB LJAB '.'UR CLM $MADS AGGREGATE S DED I I RETEMONS S WORDS COMPENeATM AND E MPLOMS' LIAGILITY Y!N A yoftnd8 ELL EAC-H� ANY PROPRIFTORIPARTNERwmauTtve OFFICE R NENBER EXCLUDED? NIA lA!CCIm EL UMEASE- EA EMPLOY S M�N�yea� alary l a� ung . MOM EL OISEAR - POLICY LIWT S OFOPERA 1E] DMCFdPTION OP OPStATIONS / LOCAiloNst vr=maLES (ACORD 101, Addilim,d Ramm1wSchedule, may ha adtgahaa U mam sp4" p rgq&* i CONTRACTORS LICENSE# CGC160737s 'r f cEarlFtcara ILMI nen MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10060 NE 2nd AVENUE MIAMI SHORES, FL 39136 SHOULD ANY OF THE ABOVE DESCRIE THE E MRATION DATE THEMP, ACCMMMCEEE WITH IM POLICY PRO' AUntORM R104918MYTATM HENRYJOACEUS M 13 CANCELLED W04ME VWLL BE DEUViRW IN 9INO-2014 ACORD CORPORATION. All rights ACORD 25 (2014101) The ACORD namo and 1090 are fegistered marks of ACORD PtrtduOad acing Poems Boss WSAeofEtttM rhww.Fo=dit CwK 41n,p z9m Pub2xhh,g =MR -"n Feb r-23 2815 13:87:16 994-423-8577 -> 1 800 685 7538 Lauren Arias Page 883 '4 4C>Rt)r CERTIFICATE OF LIABILITY INSURANCE FDATE(NIMIDDIYYYY) --owty MWIVIOCR: LISTED BELOW HAVE BEEN ISSUED To THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 2/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CER71FICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED. the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement this does on certificate not confer rights to the certificate holder In lieu of such endorsement(s). PRQDvcm SUNZ Insurance Solutions, LLC, ID: (Ally) c/o All HR, Inc. 4 E` Melissa Asps ..oN.._................__......_..........-................. ......... ......... . _............ .•...... 8018hilipps Highway � e. � 904-739-2722 1 , , ��: go�2s2-2760 Jacksonville, FC 322 g ;_ �.... mash m�trixcrl souls ,cnm I COMMERCIAL GENERAL LIABILITY t INSURS)AFF*RDINoCOvgmaE € NAIC v __................._ _ _ ... .. _ _ __ _....-........__................................... ................_.-- ED INSURgRA: SUNZ Insurerlce CompenY Ally Phillps HR, ENsuE:£R B As n Re London •Best Ratin "A" . Jacksonville FL 3258 wEMA-2;, Catlin Sy_mdicat�-�bxds_ west RaPne" " .. t�rur.,EFtCr; Arlt syn�cat�l�ds�est Ratinl� -A" ___.......... ........... ....... .. ... j i j4AEp EXP IAny one pateen ; 5 INSURER E _.�... .._... ` 0110L A40Re-QAT6 LIMIT APPLES M: .. SURER - THIS IS TO CERTIFY THAT THE POLIOIES OF INSURANCE --owty MWIVIOCR: LISTED BELOW HAVE BEEN ISSUED To THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIE$ DESCRI4ED HEREIN IS SUBJECT TO ALL THE: TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE SEEN REMXED BY PAID CLAIMS. R TR IADDLBUa TYPE OF INSURANCH E 1rFJtF 1' ILTCY ,.... POLICY NUMBER I DUIYYY i LIMITS I COMMERCIAL GENERAL LIABILITY t DdE CLAIMS -NAM i OCCUR `___ ( EACH OCCURRENCE is _� S • i t i � ut mr�cl�E ___.......... ........... ....... .. ... j i j4AEp EXP IAny one pateen ; 5 ` 0110L A40Re-QAT6 LIMIT APPLES M: ' PUMNAL_9 ADV INJURY 1 S POLICY PIP � I LOC »_...t i 1 ; '• GENERALApCANATS i t i! AO ! 8. .» FtRt}I3UCi8 wC.r?MPR7P AUTOM41 UA*(ury I l 1. L UNUT t 1 ANY _4 nLLOv�wveD sGr+ uLer� ALLOII CUTW$ SOaiLYINJURY(Perpwwn� s BODILY ENJURY �b wr2LtJ ([({ NgNr%,NE=.L7 1 (Pet eoGideni) AUTr),+j AUTOS :• i7MSR6.L A LIA1B II OCCUR ' 1 raxomLIAR i E 1 I EACH OCCURRENCE I G 3 CiLAI(V MAPFi 1 DEO ' RETENTION 1 AGCRWATE t A WORKEM COMPENSATION AND EMPLQYER&LIABILITY YIN! WCPE0000032301 :1/1/2015 ::1/1/2016 t L LTbI. ANY PFOPRtETORlPXCLUDEDERIxt+{,U 1 IVB 1 ORFlCEWA1EgEElEEaR EXCLUDED? N / A i 9"-LW.A : : E.L. EACH ACCIDGNT 5 1 ,M01000 (Mandatory In NHI yyam�¢, deactribe untlea 1 Ofi6CRIPTION OF OPERATiONB Pkbw i _ ». ... » _.... : EL DI3F.A&EEANIPLOY ' S 1,tm0�00S -••••• E Workers Compeneation 1 i S L CI NE POLICY LIMIT 1 t 1:000,000 C Excess Coverage j 1 € Th€s is for informational purpolsse D , and nothing shall Create any right •, under such reinsurance. DESCRIPTION OF OPERATIONS I LOCATIONS I VEII ICI.ES (ACORD 101. AdctldoQ Remarks Sclwtlule, may he attached Irmare apace is requlredy Coverage provided for all lead employees but not ei 00fttractore of: Conorete Reatoration T'e4krn, LLC dba Surtreat Conorete Restoration EIfOotive date: 1/1/2016 CGC1507376 Miami Shores Villa�a Bldg Dept Fax 3ijrJ' -758-$97 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE OANCELLED BEFORE THE EX14RATION DATE THEREOF, NOTICE VWLL BE DELIVERED IN ACCORDANC6 WITH THE POLICY PfkoVIaION& AUTNORtZ915 RFPRSSf;TtTATIVE Cum J niPF,*fmnn �'Ivaa-6V14f AI:VKU VVRPVRATIVN. All rights reserved. ACORIA 25 (2014101) The ACOR►j name snit Logo are registered marks of ACORD ;V,-; NO.: «3Bv 3339 I:a1:.nh At9q,y 2/23/2e,'.4, 9:49113 At4 (rr•) Page 1 at r qy yF t i � ¢..•i` �toEi1t8t8 Warmest• Y�pomg - yp�e�. 3� 7 - ' .. .. rdaFN rirtR! s� st tr .Ap : Y4 �Ur 20 owm /[&6uoiT 140. +�a i 1�Et�[STi3A 49 .18 mid EE;E 2 ! BOWNESS NAME R TE DUMOUENT CHG., .00 LOC is yy aJ�p,}f dt .IS t �3' � .J 3i� i C t .2' ' •. 3 t 3 r� '- ..> .s . `1 I t d S �+, h� ., 't � �t.tii' � ? xt r.v� 44` � .�o', •6: " Ytdr0.li�? �� (�ir�� 6�: �' t m C tis _V.:._ t t iso '�� '�/ °Y'Ztbt I t ,�• b.v.��rkr,Y. � Q' :I?�' f�,C�Y7,� � 2' - .,st - :d %� .. �• t;c 0." "" "• CW4TR ACxCR.R MUST. MAKf'AI+i CK:FMR N@YV aleEEc► a TitstiAN�fl oP A 6uslNEss raxMW Au.'1Nor z f ,. �,. a�- CtiY A::'CFl�Y al.� xax ae covets'FO Be a tg111� ffF"�flE CttY. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GANNON, HELEN J SURTREAT CONCRETE RESTORATION 196 NW 69TH TERRACE MARGATE FL 33063 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to berbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.mytloridalloonse.com. There you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly stave to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR (850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1507376 ISSUED: 07/10/2014 CERTIFIED GENERAL CONTRACTOR GANNON, HELEN J SURTREAT CONCRETE RESTORATION IS CERTIFIED under the provisions of Ch.489 FS. EVkallan date : AUS31.2016 L14(1710=10134 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1507376 The GENERAL CONTRACTOR Named below 1S CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 GANNON, HELEN J SURTREAT CONCRETE RESTORATION 2400 NE 16TH STREET UNIT 201 POMPANO BEACH FL 33062 ISSUED: 07/10/2014 DISPLAY AS REQUIRED BY LAW SEO# L1407100001084 Mar.05.2015 03:33 PM ASSURED 9549380877 PAGE. 2/ N: 20150145984 BOOK 29528 PAGS 821 MOV0512015 01.47:00 PM WEY RUVFN, CLERK OF COURT, MIA-DADE CTY NOTICIS OF COMMIECEWNT A MCORM IMPY MTIM "&CCEi? 011 IN 408 St.ItAi'INAR OF BRAT iNSPI8110A Pouch STA36 OF FLOtI[ W f.',OV 3'Y OF MlttE I-DAAE: T'NFw W)FROIGNED tw4W 9tvft notice "t ltriCattYVWarta& will W ewdO to owtwo tow p"rtSt, and as act;'onlan" WIM Ceaiaptar 711, Piaildo SthWiosr, thra irsllfy�ka;t,� arti0ttrit>ti� Is PrWded In Ihae NMI** of CaOYrttPOncaiil ON. 3goac® Abovo towrd" for aha of nn».wwMW»4V»..IN.»••�wN�..�snq.a.OeM...�w,vvr.�wiM.V .. 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IJ -1 �0.w -3 •1 G I : •: 3 I—oNo /I 1 61 Cl�w I I+ir .1 1 p 60 Cov,h•Routs 6-04,0 0 i"Iva 5 ti -j I I IF / 3 731 Q ,rogfn 1 -5-0 .1 '6.si?,a� / .7l 73• 1l 1 77 —11 h I oNY 101�zlv- , : Tj REGIONAL WIND LOAD CHART ASCE 7-10 Design Wind Loads EasySeals For Wall Components -SOurHFLORIDAN- , p g ASD Load Combination Coefficient:nt:00..66 Kzt = 1.0 easyseals-cam Wind Pressures [psf] for use with Allowable Stress Design Enclosed Bldg: GCpi = 40.18 Kd = 0.85 Broward, Palm Beach Broward, Palm Beach (Coast) Miami -Dade Miami -Dade (Coast) Florida Keys (Coast) Wind Speed: 170 mph Wind Speed: 170 mph Wind Speed: 175 mph Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' Exposure Category'C' Exposure Category'D' Exposure Category'D' Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15ft : +37,8 -41.0 +37:8 -50.6 20 ft 440.2-43.6 -52.3 +40.2 -53.8 .25 ft .+42.1 -45.7 442.1 -56.4 30 ft 443.7-47.4 +50:5 -67.6 +43.7 -58.6 35 ft +45.2 -49.0 .: +45.2 -60:5 40 ft 446.5-50.4 ?aft +50.7 446.5-62.2 +50.7-92.9 45 ft +47.6 -51.7 +47.6 -63.8 50 ft 448.7-52.8 448.7-65.2 120 ft. 456.8 55 ft +49.7 =53.9 +49.7 -66.5 60 ft +50.6-54.9 -63.3 +50.6-67.8 -87.6 70 ft +47.8 -47.8 +47.8 -87.7 80 ft +49.2 -49.2 449.2 -90.2 00 ft +50.4 -50.4 +50.4.92.5 -105:1 100 ft +51.6-51.6 +51.6-94.6 -107.1 -120 ft +53.6-53.6 -60.3 +516 -98.3 140 ft +5S.4-55.4 +55.4 -101.5 160 ft 4634 163:4 +56.9 -104.4 1804 •• =+56.9 •64 • -.70 +58.4 -107.0 r 26- • : - 85.9 *5.90. : "+59.7 -109.4. Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Corner + - 15 ft +45:9 -49.8 +45.9 -61:4 20 ft +48.2 -52.3 +48.2 -64.6 25 ft +50.1 -54.4 +50:1 -67.1. 30 ft +51.7-56.1 +50:5 -67.6 +51.7-69.3 -73.4 35 ft . _+53.2 -57.7 +53.2 -71.2 . 40 ft +54.4-59.0 ?aft +50.7 +54.4-72.8 +50.7-92.9 45 ft +555 X0.2 +S5.5-74.3 53.5 50 ft +56.6-61.3 +56.6-75.7 120 ft. 456.8 Oft +57.5-62.4 140 ft +58.7-58.7 +57.5 -77.0 60 ftF+54.9 -603 . -63.3 +58.4-78.2 -87.6 70 ft- 2O0 ft . +63.21-P-2 -54.9 +54.9 =100.6 80ft +59.5-S9.5 -56.2 +56.2 -103.0 90 ft 4-5731-57.3 +57.3 -105:1 100 ft +58.4-58.4 +58.4 -107.1 120 #t ' +W.3 -60.3 +60.3 -110.5 140 ft +61.9-61.9 +61.9 -113.5 160 ft 4634 163:4 +63.4 -116.2 1804 •• X94. • • •64 • -.70 •+64.7 • • -118.6 r 26- • : - 85.9 *5.90. • 499.9 120.8 Mean All Tribunary Areas Roof Zone 4 1 Zone 5 Height Interior Comer UPI= + - + - 15 ft- +40.1 -43:4.: 20 ft +42.6 -46.2 +42.6 :-57.01 25:ft +44.6-48.4 -65:1 +44.6-S9.7 30 ft +46.3-50.3 +46.3-62.1 35 ft .447.9 -51.9.. +47.9-64.1 40 ft +49.2-53.4 +53.1 +49.2-65.9 .45 ft +505-S4.8 +54.8 +50:5 -67.6 50 ft +51.6-56.0 -73.4 +51.6-69.1 S5 ft +52.7-57.1 -61:1.: +52.7-70.5 60 ft +53.6-58.2 40 ft +53.6-71.8 ?aft +50.7 -50:7 +50.7-92.9 80 ft +52.1-52.1 +S8.8 +52.1-9 5.6 90 ft +53.5 53.5 +53.5 -98.0 100 ft +54.7-54.7 +54.7 -100.2 120 ft. 456.8 -56.8. +56.8 -104:1. 140 ft +58.7-58.7 +60.9 +58.7 -107.6 160 ft 460.3 -603 . +60-3410,6 180 ft +61.9-61.9 -87.6 +61.9 -113.4 2O0 ft . +63.21-P-2 - . +63.2 -115.9 in • Design conforms to the 2010 Florida Budding Code. • Wind Speeds noted above are ultimate design wind OW• Tabulated design wind loads are based on ASCE 7-1W • • speeds (PaecoAB2t9t). 000 • specifications for components and cladding ba:ed In do+ • a4antor cgpAes are Won j as: general guide, criteria as noted herein. • • • basad ontRisk Category l6buildinss. Varlfyppihable wind • Where this document is used for permit, ap licallility of • speed and ffxpolurelategor�OIoctl�d ing design enurlo nota! homin (Basic Wind Speeki &sure• depart�nt. • Category, Risk Category, eta) shall be verified by the • Plus (+) & minus (-) signs signify pressures acting toward contractor & building official prior to construction. and away from the exterior component or cladding surface, W • This specification may be used in conjunction w18r• • • resI 114 • • • • • • engineering under separate certification (by this engineer • • Whose Rabf HeIg cannot be or by others) using Allowable Stress Design (ASD). i idjet �� i except that • Refer to the abovagwted ASCE 7 standard for be ubpd for a less than or equal descriptions and definitions of all design criteria. 000 • to 10°.VAnm*up tM9Uhs sgbwn • 1200 N Federal Hwy, 4200, Boca Raton, Fl. 33432 • Design is based on structure classification as Enclosed Bldg: Mean Roof Height up to: All Triburary Areas Zorte 4 Interior + - Zone 5 Comer + - 15 ft' +48.6-S2.7 -55.8 +48.6 -65:1 20 ft +51.1-55.4 +51.1 -68A 25k +53.1 -57.6. +53.1 -71:1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft. +56.3 -61:1.: +56.3 -75.4 40 ft +57.6-62.5 Peakifelght +57.6-77.2 -81.7 45 ft +S8.8 -63.8 ' +58.8 -78.8 50 ft +59.9-65.0 +59.9 -80.2 55ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9-67.1 +61.9-82.8 -87.6 70ft +58.2 38.2 +58:2 =106:6 soft +59.5-S9.5 +59.5 -109.1 90 ft +60.8-60.8 +60.8 -111.4 100 ft +61.9-61.9 +61.9 -113.4 120ft +63.9-63.9 -67.6 +63.9 x117.1. 140 ft +65.6-65.6 +65.6 -120.3 16Q ft .+67,1.47.1 -71.0. #67:1 42111 180 ft +68.S-68.5 +68.5 -125.7 200 ft.. +69.8 -694+_ 1 .+69.81-128.0. Mean Roof Height up to: All Triburary Areas Zone 4 Interior + - Zone 5 Comer + - 15 15f , . +51.4 -55.8 +51.4 =68:9 . 20 ft +54.1-58.6 +54.1 -72.4 25 ft. +56,2 -61.0. +56.2 -75.3 30 ft +58.0-62.9 are as shown to the right, where the dimension 'a" is the +58.0-77.7 Jul 3 35 ft +59.6 -64.6 459.6-79.8 40 ft +61.0-66.2 Peakifelght +61.0 -81.7 45 ft +62:3 -67.5 +62.3 -83.4 SO ft +63.4-68.8 +63.4-84.9 55 ft +64.5-69.9 . +64.5 -86.3 A 60 ft +65.4-71.0 +65.4 -87.6 70 ft +61.S-61.5 +615 412.8 . 80 ft +63.0-63.0 +63.0 -115.4 90 ft +64.9-64.3 +64,3 -117.8 100 ft +65.5-65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4-69.4 +69.4 -127.2 160 ft- +710 -71.0. +71.0 --130.2 180 ft +72.5-72.5 +72.S -132.9 200 ft 1 +73.9 -73.9 +73.91-135,.4 • Wind pressures are applicable to all building floors. a a I $ d`e Y Valid only with engineer's • Tabulated wind pressures are valid for all roof slopes; no signature & raised seal reduction for roof slope 510° has been considered. i , • Tributary Area noted In table (effective wind area) Is Zee equal to the minimum of [height x wkith] or 1ht x ht / 3]. 5 i 4 5 Zone Round down to values shown. 5 n 4 5 • Zones 4 & s ('interior" and °comer° zones, respectively) _ are as shown to the right, where the dimension 'a" is the R Jul 3 minimum of 10% of the building's least horizontal Meerr Roof �� dimension or40%ofthe mean roof Freight, but never less � n than 3'-0° oro%of the least horizontal dimension. Peakifelght Christian Langley, E • This specification is valid only for use with structures NOT FL PE #67382 CA #29531 located in the upper one-half of an Isolated hill, ridge or Copyright ©2014 Easy Seals Document No. MORS CC�Jw1Y' 11m-SW?A5 Or1s.8(r8 �, F'ic�lda 931 IYT�'�'►�9 T(�s6)3150 F0315-21599 14K -OF ACCEPTANCEMOA) 01.11 Its, 0, T *10199 l�i•7l- la3s -Mbnk4 1PL331 2 f7W M lids NOA is being isend,under the appiimble rules and rs$ulsxioos► WV=1109 the 00 of Wnstrution materials. 7U documentation submitted has been reviewed and aooepted by, Miami—Dade County P—ProductPMtA—Product Control Section to be Used in MiaRf B qty and other areas where allow by the Authority Having Jurisdiction (AHJ). M& NOA smell not: be valid after the eqf don date died below. The Miami -fade County product Cantel Section. (1nrMfami--I ► County)andtor the Alm (in ars other man to have this pcoduat or material tested for quality assurance per. N this product or material f9b to peribm in .the accepted manner, the mamOoturrer will fncur:the expew of an& testing and the AM may iinowilately moke, tnodily, or swpetnd ft use. of swh .pr+ di* or mesial witbia. ter jorlOW tv. PERA. reswveg dw right to revoke this acceptance, .if it is wmined by Mid -Dade Comity Produa Control S�ticnn thatfapplbk>brtildirtg code. This pmol rev as def�ibed ham, and ha sbc on.designed to:c� w � thei3t11 rhea i3�duag+�de, a'1=0N a �'Sen#lnei:120" Almnineixr )�otad Slid i�Viaudow i�.l. AMOVAL DOCU1191 M. Drawing No. W1040, titled S "128 Seatlnel Alam.1El.0 Wdw. (SALL) (LfIV1t.Lr. sheets,1 through 11 of 11, dated 03f=2010, with the fated revision dam 10/10/11, pmp wW by A!---Faroou Corporation, sigt 4 std and dated 111312011 by Javad P. E, bearing the Miami—Dant County Product Control Revision stamp with. the Nodw of Acceptam. urate and ercphdon date by the Miami -Dade County Product Control. Sion. MUMR- Large and Small 1i iile IranpS►ttResht lt, LABZLJNO: Es4 unit shall bear a permanent label with the aranufivAumft name or I , city, state, moday series and foilowing statement: "Miami—fie County Product Ca�1 Apprrrv�lIN 1m otherwise t;. of this .NOA shall be considered atw a renewal ,application has filed and ths� has been licable building<code rnegatively itg of oct. • .... • ...... A'TION of thus or if there hrs' n; re nin as ohs .' in the nateri* use,. and ler manufacture of the product or pros. Misuse of tom" as ars ; ant • • • � • of any produrck for sates, advertising or any oth" pwpom shaji."omadcany WWO this NOA. Fadwq • t000mply-withanyowdonofthisNOAAalibecoinfbrwninadmand.remmovui*o t3A. :'. '. ' .... . .. ..... ADVii TIS NT: 'Cin NOA number pre WW by the words Mismi�-D"4 ty, Avik .:..' fbl%wed by the egpir eiion deft maybe displayed inadvartising literatim 1f a1fiY6tion *i Vt3A #a. • • * . displayed, Am it "Ie done is its entirety. • •... • • INSPICTION.- A copy of this entlre NOA shall be provided to the user V` theman or is • • • • distributors and shalt be available for inspection at the job site at the request olf thn Dl V •••• This NOA r NOA, No.18-010.12 .and c onsite of this i 1, evfde gags S-1� well • ss approval dominent mentoned above. l submitted documentation was reviewed by Jam D. Gaston, P. L ;K '� : rq . (;-:.m-a. V: ;' :.t It' [; I�_) A. DRAWINGS 1. Mamft ottcrees 4k dmwinp and Sectiow. 2. Dmwbg No. W19 -1g, t1W Wes (�r�rtt'r�.plel�aus.Nt7�,Na :t"120 SestImal Alum H, oft SMbig Wdw. d�p��xZj (S.NIL:) (L.bLL)'; . 1 *m* 11 of 11, dated 6=911010, with to IdW mvision no. `B , did 1.011002011., pwpaved by AI-Farooq. Cwporedon. signed, waled. and dated 111312012 by, J" AbmvA. P. E. B. TESTS 1. Teat mpom or. 1) Air Infiltradon Test, Pw FBC, TAS 202-94 2) Uni om Stado Air Pressure Test, i.aa ft par PBC TAS 2021-94 3) watu Pesistarioa Test, pa FBC, TAS 202-94 4) Lap Misses Iimpsa Tom# par F`BC, TAS 201-94 5) Cydio Wird l ure Loath per fBC, TAS 203-94 b} porcedi Entry. Test, per.FB+C, 24113.2.1,. TAS -202-94 along wilt tnadW-up drawitgs and Wtallation diagram of horizontd sli t wlndow, prepared by Hueome Tact 'Laboratory, LL -Q, Test R NO. BTL 40 0411 -10, &ftd O&MO10, Biped and swW by Vinu J. Abd P. E, (,iia wi&rpreview NOA No. 1"510.12) C. CALCULATIONS 1. Anchor verificadon caloulatim and s tarai analysis, c oimplying with FBC-2007,- prepared +CG-rr?. "t,.pry by A1-Farooq Corporation, daftd 05/05122010, signed and scaled. by Javad A.bsnad, p'..E. (S&%dWd anderFre 6w *OA No.104JIM12) 2. Gbaftg comply with AS7l1191300414 D. QI3AL[Tit ASSURANCE 1. MsW-Dade Dgxwtma t of Permitting, Environment, and R"r$. A /YfERAt • . 0000 .000.0 .. . .. . 0• 0 0000.. . .. 00.000 JL MATERIAL mCATIONS 00.0.0 . 1. Notice of Aweptanc a No. ll.."2.4.#2. Issued E.I. DuPont DAMOM.& 90,E I�r• • • • 0 for fliew ` DuPont Sentry Glasg luftrbyw& damd 05MID, aWhing dn=40..0.0 2. Notice of Acc%AMM No. 11432&05 imed to Solute. hitt :fir.th$ir.%5 t : • • 'i stnce+ra clear and "r inter ycrs" dat i 051105/2011, ... on 0512112{1ib. • • • • 0 • 3. Notice of No. 08--0520.08 Owed to Soluds Vig i t tb�gir Co .f�'lamt�a�ioar of glass" dated ?!1? � Piet �xt�t�p' NOA t*611-�+ 01.04 Oft SNOMW 911 =115 ApprWal Date: Naaary 12, =2 S—I F. STAZ'EMM L Stati',l ata lets r of 0021 t?Irn�#ii'.� : CO C6 with fl Q» d toter 06, 2Q11, siped and aWfpd by Javad Abaco; P. E. 2. St hent l of ONAMMMe, no f n=W ion and boMliam wlth the FBO--2007, dated, bUy 05, 2010, sipod-04 walad by. Javad Ahnud, P. B. L�Q�!d�� 1 by Laboratory i t for Test Rte' M. . Hmicane T� M. UbomtLLC, del June 04,2010, e1. imd sa%d:by Ybu L tblt� P. E. 4. •P�mpomllNo. 0--0032 issueai by ProductControl, daed October 22, 2009`, by (SxbmAwd.andw prevkw NOA N& 10451A 12) G. OTHERS 1. Notice of Acceptame No. 10-4510.1:2, Issued to CGI Windows & Hoom for tic Series "Sentinel 120" A,.lomimm Ham Sliding Window — L.1Vl:i", waved on 09/22=1© and wbing on 09=01 • • • • •••••• i • Piz. Pict Control section 940rdsor 1rNOA Na 11.:1031.04 174 APS D �a WY L12012 g-2 . . .... ...... ...... . .. ...... .... . .. ..... ...... .... ..... .... .. . ...... • • • • •••••• i • Piz. Pict Control section 940rdsor 1rNOA Na 11.:1031.04 174 APS D �a WY L12012 g-2 • • • • • • • • • • • • • • • • • • ••• • • • ••• • • us ar who. •TAM ON 2 Lrn I 28' balm ;;_ »>sst1lN 1i� t�►ea�r -- c� 53-1/e 62-11Y. {lox wm 7r • •• 2& 37 S/r 1 62- /A• .-Off-M, *M( 7r •• • Y@+ 75` T4 - an -W. 90.0 U -t/9 10&-vr i i3' 04p 12° 9s-112' 11P S7• a9' M a& _sp Von TO 0- to OF THE 1O100W wam )W.Olt We It EUM , balm ;;_ »>sst1lN 1i� t�►ea�r -- c� •• ••• {lox wm • • •• mm Om I ldll w .-Off-M, *M( f10' •• • Y@+ 75` T4 wo an 00.0 90.0 -1%4'. S•° 10&-vr w 06A ..1•a 04p 0@A wa 11P no•.. llr M a& _sp . 71" 7r . 7a- WA .�u . _ 90.0. t18z-1/, > -I/k° syaW. ago ADA AOA . Yn• IW • 06A. aso 880 aoo .. wo 2ao tore -1/s 9D-sle" 1� 1/ �-91� WA at* • • � til" 110" M9 6511 �6 74' 7r -66A 47A Bao 90.0 108-Y/r lo-vr 8'Y ?,2 ill Mr. . 569 890 :84. MA t/r �, �. - o s"186-tfr tit' . 1t9' EUM , »>sst1lN 1i� t�►ea�r -- c� •• ••• • • • • •• • • • • • • • NOW •• ••• •• •• • • •• T4 7r 60.0. . 6 00.0 ��p "i -i'•�• •SOW ••: ••• 59" e90 .00 llr ••0 seo an tt . 7a- is sso � eo�6 69.0 em 69.0 ••• • • • • ••• • • 880 SOA: wo • • • • • • • • • • • •• •• • • • •• •• fim RAIL MAX MAD TO fi&iA -4w PSF tl/ n E1Z� Gamm" 119 f0 W. 1/4 or TA WWW Writ Ime »>sst1lN 1i� t�►ea�r -- c� T11O8 Aw", a 1TM sm 1i•1H NOW WN -L OT4.) T4 7r 60.0. . e9.0 00.0 90.0 1/a w "a-tle 59" e90 .00 llr tw seo an tt . 7a- is sso � eo�6 69.0 em 69.0 X6.0 tt4' t/0° 880 SOA: wo aao 9a� T�, ea• 7 t•" 640 688 sm 99.0 tl/ n E1Z� Gamm" 119 f0 W. 1/4 or TA WWW Writ Ime s AT a ma 70 at 1/2 OF THE T "m *XD OR OW mom 1w ps NM WAD CAPACU r M 48 4a. a, Bn� aur. „„„ am sale am "'''xYW a "s `8'aei we now WO tl8 . 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BOA xc a" or • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • air cars - ani owl TJ' .asA .88d0 =a a" 1Qs-1J4' n ea o BQ o 64.6 1w s5A 840 am a" k !M so. a+" a" 105-4f.� N - *W me W) 80A ebA 60.6 aao 73' 2840. BOA xc a" OPEMW vm Ta Im 1/4 OF THE =Mm "M ytax' • • • • TO•�8F•f. �� ••• • • • • R•e 2 1j8" ASN. MM tf8' "M 8i8F" am IMMW Apw EAtw 'Si•.H11i4 1 CARE of '$k1/m OR Am Aw � 8604A'ER Ate' PA BEAM SAFli70 to w ^Id9m SAiig7t 8� %OLtR11' f!D'SOP -)Ar MRI. 1 tjrr www gam 11UIM� GE 1290 am no COMM 898 Ommm go Ow Comm m �1�. 8/18 R018l910 LAS. 19 n 111,M33 TYP11 '9' WW L 1L QM OR MAMSS 1j8' mm mm Y1�1IR' * fl :tom JGS SFM wow 0 Ismvw 1j4' M ON AW rye 009axa tjeP AM MASS � BY'�1AN i1r AM p � S�lOtf�t 198 $f '9Gltlflh' Me S& NrMMAMR �'•011A #BauYkR 'p BYOR ije° AWL MASS 1/8" mw PD was tm O Comm ago p tlow. CORM m.�. pH Dmf 898. • •• • • • • ••• • • • • • • &W Wit PaL..I* Bim D:w.QmftL IML M wm •, f3A36. • ••• • ••• NOYEt IN ORM TO QUA1.91f FOR SWU • MME WACt• • • • • • • •• • • • • • • • • • • • WERM PLY OF CLASS r(M `At' & '9V MUSTi • • • • • • • • • • • • • • • • • •• •• • • • •• • • •• ••• • • • ••• • • tiOWNa 4- �rfJ Q D• • • • •44 a . w N UM or ywmsm THM TO THE Mgt TYPICAL A]CRtFtlS: St Ems, M U r Y> to at ft -4m Nf ° WO 2WI WOOD MIM 9R WOE? SWAMMOM _ °� 1-3/8` kQM. P�1TtATUdN t� me soma r TWO t8T wimm mm COIF. OR. URMW I—if4' M BMW WW Ott, OR MASOM MMA. MW Cts.. OR MAMM i-1 f4' mK EMM DIAD GAG. OR MAOMM WO META. 9TRUMM3mm30 KM 1 AUWJ : i - IlI tK. . �Fy (SC@3r-7S WK) 7�tg0>•fUN : i �' TNK. !6S(, (MM 90 CONUT WM MAMA TO TE PLATED OR P ) MZCL Damm" Oft. CW40RM ANO MAMW e i Mit. mm wow Sm m T" MK mm WK mmm - 11r MK AS :wo, ML Ott am Po Q 3w Ps it L t{ffiJ �P/t81� t fm e+ 2M PS! • I . . F Tim �r" "II ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EQJAt.. LEG FRW CM BE WSOL ED DUMMY 4ft Wow; comem DR. mErAL mjwmLgm tiWTHL) f TW NEW O A WWD' BUM ril 9PL Iam kmom wow so= 4 WMMYK r. ftv Io: Oe W mvarCal _ r '7 wm sum Mf 0 ca T-YPICL_AAICHdI!!R SM ter. RM SAAM (OW a KW 20Y WOO SUCKS OR WOW SIRUCTUIRES s—Ilr eta om Nor 9r 1 Icy .. ... . . . . . .• »MOR • • • • • • • • • • • draitrt4 ox .3 209 ••• • • • • ••• • • • • • • • • • • • • 0 V tit t Su. II i ...J i. t.786 �8• FtA4t� A •• ••• • • • • •• •,t�ND1E til, • • • • • • • • •• • • • • ••• • ••• • SAM ••4 m • 0 . . ... • • . ..... . ... 209 MIAMI -DADS MIAIIII DADS COUNTY 0 PRODUCT CONTROL SECTION DEPAR"IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) W, MY. ffiIAmIdAd0.g0Y&0R0my Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation; submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will uicur the expense of such testing and the AHJ may immediately revoke, modify, or su r material within their jurisdiction. RER reserves the right a tis acceptance, if it is determined by de ty Product Control Section th s product or material fails to meet the requirements of the applicable code, Thi educt is approved as described herein, and has been designed to comply with the '&Xuilding 00 MISSILE IMPACT RATING. Large and Small Missile Impact Resistant . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's laame.or g8; city', statep • model/series, and following statement: "Miami -Dade County Product Control App:ev , unlg9s Iftrwis; • noted herein. so a 11WWAL of this NOA shall be considered after a renewal application cen filed and there has been no char the applicable building code negatively affecting the nance of this product. TERMINATIO will occur a on date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0223.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted dooPmentation was reviewed by Manuel Perez, P.E. Co, including the High Velocity Hurricane Zone. '...' ...... DESCRIPTION: Series "E, co -Guard 340" Aluminum Fixed Window --L.M.I. • • • � � • • • • APPROVAL DOCUMENT: Drawing No. W09 20, titled "Eco -Guard Series -306 �1gm+Fixec�Wc� • � � • • (L.M.I.)", sheets 1 through 5 of 5, dated 03/23!09, with revision Cdated O1/11!13, pied by Qj; Far oq ; •"': Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Co4l�ijc i'�oduct�an 1 ..... Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade, Carrs • • � • • Product Control Section. • • •"':' NOA No. 13-0206.05 Expiration Date: June 17, 2014 r! Approval Date: May 02, 2013 Page I Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. FIETI-08 2192A, dated 01/15/09, signed and sealed by Candido F. Fant, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 971/4" wide x 961/8" high &Q -Guard ppites 300 off*** aluminum double fixed window, prepared by Hurricane EngindQdflg.& Tenting 1r .c., Test Report No. HETI-08-2192B, dated 01/15/09, signed and swl$d by C;nJW F. • • • • • • Font, P.E. (Submitted tinder NOA#09-0413.08) 001" % • ' 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • .... . .. ..... 2). Uniform Static Air Pressure Test, Loading I%qUW, TA$ X294 ..;.. • 3) Water Resistance Test, per FBC, TAS 202-94 . •' • ..' • • • • • • along with installation diagram of a 48 1/4" wide x 96 3/8" hi&FPftGuard series 300 Of aluminum circular arch top fixed window, prepared by Hurricahe EWnee1ig.&. """ Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09,49;gd and §e&.A by ; • Off: Candido F. Font, P.E. (Submitted under NOA#09-0413.08) ' 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 481/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Sttbrttitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA#09-0413.08) Manus Pe ^ --4L Product Control a er NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E-1 Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowwun) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underpreviiousNOA#12 0223.25) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE • • • • . 966. 9.6..9 1. Miami -Dade Department of Regulatory and Economic R.esourl"'WR) .. 0 0 00 699.08 . .0 90600. E. MATERIAL CERTIFICATIONS 006000 ' 6666.. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont D; �;inours; �a (is., Ince •, 6 • • for their "DuPont SentryGlasg Interlayer" dated 08/25/11, Qgpiry3g on 01114117. 9.:96' 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Be'Nolours & LA., Ina • • • • for their `DuPont Butacite@ PVB Interlayer" dated 09/08/11, epiring on 12/11/16. •. . . . 6696.. F. STATEME. NTS 6 0 . .90999 .. 6666 1. Statement letter of conformance, complying with FBC-2010, and of no fm*wla: interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, 'LLC for their Series "300 ECO -Guard" Aluminum Fixed Window -- L.M.I., approved on 05/03/12 and expiring on 06/17/14. "-)Oatw�wao;4, Manuelerez, P. . Product Control Exe finer NOA No. 13-020 . 5 mptratlon Date: June 17, 2014 Approval Date: May 02, 2013 E-2 zees 062 JIM amiss 2.811 fil►F-''ay:n�l�:t>?n�a19:7 Ot FRAME HEAD/SILL/JAMB GLAZING BEAD ANCHOR COVER ECO—GUARD SERIES -360 ALUMINUM FIXED WINDOiY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL. APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DUDE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSWG OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DMULAR MATERIALS SHALL MEET THE REOUNIIA&NTS OF THE FLORIDA O.OG. CODE SECTION 20018.4. vat (SURFAC GLASS n.L.O_ aids. 0.LO. HEIGHT = WINDOW HEIGHT — 3.628" D.L.O. MOTH . WINDOW WIDTH — 3.625' • •• • • • • ••• • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. MW L'RODUCrREMED SHUTTERS ARE NOT REQUIRED. t1A ?E' 7DS82 as conM)Nn6 with w Flaft B�Idtug Codd • • e • • • • • • Acaptenoe No ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Vl zr 8z S;m droning no. W09-20 S' ANN. GLASS -.000' INTERLAYER BUTACITE PVB BY 'DUPONT' T-3/18` ANN. (LASS p: DoW CORNING 899 F GE SCS 2oO0 WINDOW DIM& i 10 ! it w I I II II 5 �x-B8 X 1-114• SMS AT 3-1{2 FROM ENDS O AND 10 .C. MAX. GLASS TYPE 'C' 3/10" HEAT STREN'D. GLASS Ago" INTERLAYER SENTRYGiAS BY 'OUPONT• pp.. 3/18• HEAT STREN'0. GLASS DOW CORNING F �+GE GE SCS 2000 899 Q ffi i m A �5 X 1-1/4• SNS AT 3-It2' FROM ENDS AND 10 O.C. MAX. GLASS TYPE 'D' W. WIDTH WIDTH vmvpow YnuTHe, it I I I I § WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH i I W. !R $ • W6Noow WIDTH �ww�tl WIDTH WINDOW! WIDTH I I • • • I- I • ess • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SRGIAR CAN BE • • • VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANO£ AS • • • • SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. I I, I4�/'� orowing no. W09-20 DESIrikLOAD CAPACITY - PW DESIGN LOA CAPACITY PSP WINDOW DIM& GumTYPE 'C' GLASS TYPE 'D' WINDOW DD18. GLASS TYPE 'C' GLAD TYPE 'D' WM M LENGTN (L) +) TNT.(-) £XT.(+) INL.(-) W10TH (W) LENGTH (L) W.(+) INT.(-) EXT.(+) INL(-) 24" 30. 357 42' 48' 54" so" or • • 73. 90.0 SOA 90.0 28-1/2• M. 33-1/8' 74" 28„ 70A 80.0 SOA OOA 73.01 BOA 90.0 904 73.0 80.0 80.0 90.0 7&0 80.0 80.0 90.0 75.0 8" 80A 80A 75A 80.0 904 Sao 75A 80A 80.0 90.0 754 804 80A 904 28-1/2` 37" 33-1/8" 74" �3/8. 7SA �.0 8DA 90.0 73.0 80.0 80.0 Sao MO 804 80.0 90.0 78.0 80.0 A.0 90A 73A 80A 80.o 90.0 734 8oA 804 96.0 73.0 80.0 90.0 90.0 72' 75.0 8a0 OOA S&O 26-1/2' 37' 83-1 74' 80-3/8• 75.0 804 80.0 90.0 24' 30' 38" 754 A 804 904 73.0 80.0 80.0 90.0 73.0 A 80.0 00.0 80.0 80.0 75A 0 804 80.0 71.3 73.1 80.0 42' 48• 54• �. 7&0 o A.o 90.0 37' 83-1/8• 63" 73.0 -0 90.0 75A>•.0 80.0 75.0 s" 90.0 87.9725 SILO ploo MO ea AA 90.0 29-1/2• 37` 33-1/8• 76'75.0 75A 9oA WA75A 80A 90.0 80A 80A7Y MO 78. 90.o SILO 67.9 899 8oA 24• 30• 38" 42' 48• 54• 56' 72• ® TSA 80.0 80A 90.0 W L % • WIDTH AND LENGTH OWIENSIONS CAN BE CIOEMED VERTICALLY OR HOMW4TALLY AS SHOWN MOVE. NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM £1300-04 (3 SEC. GUSTS). EW.. 4mW AHM1d) PRODUCTREVI3BD FLA. on *Ylaowftl10MFladda FIA PE 1 70592 BaildAlg Coda • AcmpIn=No ��ONphat(onDaw 14 2Q �}Itaml Pro" 7S0 8IL0 80.0 90.0 7" 804 8OA 90.0 78.0 BOA 8" 90A 75.0 80.0 80.0 80A 6SA 71.3 80A 90.0 9a0 9" 90.2 64.2 eo.o 80A 904 904 75.0 a" 80.0 90.0 24' 30' M. 4Y 49' Be g5• 72' 75.0 80A 80.0 90.0 754 SOA 80A 90.0 75.0 80A 80.0 90A 7&0 78A 80A 90.0 88& 71.3 80.0 904 q.2 842 a" 80.0 L24 �" 78.0 80.0 80.0 9" 7&0 80.0 EGA 2" M0 80A a" 90.0 70.0 70.0 80.0 90.0 G5.8 65.6 Su 50.0 84.5 84.3 60.090A 9t • • • •• 73.0 80.0 am 90A Mo SILO 80.0 9" 7&z SGA 20.0. s4.G 64.5 80.0 OOA 899 Sao 9oA • 44• 30• S g• 4i 4 t08• •T<1 BOA 80.0 Sao 75.0 80.0 BILa 90A 745 745 80A 90A IA 815 Bao 90.0 •4' • • ig• • • ' • �S.o• • au 8" Sao • 78.OW • Ba0 0.0 8Sao 194 745 80.0 1 904 orowing no. W09-20 • • • • • • • • • • • • • • • • • • • •• •• • e • •• •• orowing no. W09-20 tSSPACING COUNTY APPROVED MULUON ANCHORS TE NOA I � 1 .. �•Q '. ..•g 0 • • Tom• ••'. •~' • ,' v � • 1IYFWAL ANCHORS • • �••. •' • r .�'}:• , f .' • r SEE Et". FOR SPACING, • • • • WODO &lay • •• •• • • • •• • �v R r h o n ., Cf O&a old ztog ' sago U 14 0 W or" -1 Engt: JMAD AHPO PRODUCTREWIM Ra PEVA 7os92w$hdwNortdo B' CAA _ y imDue /4- S a °v vD OICM. ANCHORS oProQvoL drawing ° no. R 15 t W09-20 • ': SEE a � .s TYPICAL SEE !r !! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. P L SEE ELEY FOR SPACEdG !r !� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fu -120 XSI, Fy-92 XSI) !i ii r, AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 0 2BY WOOD BUCKS OR WOOD STRUCTURES MN. PENETRATION INTO W000 !! S! �! THRU 18Y BUCKS INTO CONC. OR MASONRY �n 1-1/4" MIM. EMBED INTO CONG. OR MASONRY Mr i� !'i DIRECTLY INTO CONIC. OR MASONRY 0 !� �! 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY �a1' OW TEKS OR SELF DRILLING SCREWS (tGRAOE S CRS) ,1/4" INTO METAL STRUCTURES STEEL 1/8" THK. MN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) ELF MLLIRG SCREWS (GRADE 2 CRS) NTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THIO. _ .090") ;. .r . (NO SHIM SPAM TYPIC—TSTA INTO CONCRETE AND MASONRY = 2-1/2" MIN. y �. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MN. ;! ;! CONCRETE t'c -3000 PSI MIN. -90 HOLLOW/F¢LED BLOCK I'm m IWO PSI MIX 2 i! is ��13� ;; ; ' i i • • i i i i i ALL J AND FRAME CONNECTIONS • • • • • • • • . ' \ JOINT � 1 .. �•Q '. ..•g 0 • • Tom• ••'. •~' • ,' v � • 1IYFWAL ANCHORS • • �••. •' • r .�'}:• , f .' • r SEE Et". FOR SPACING, • • • • WODO &lay • •• •• • • • •• • �v R r h o n ., Cf O&a old ztog ' sago U 14 0 W or" -1 Engt: JMAD AHPO PRODUCTREWIM Ra PEVA 7os92w$hdwNortdo B' CAA _ y imDue /4- S a °v vD OICM. ANCHORS oProQvoL drawing ° no. R 15 t W09-20 ITEM 9 PART 0 FARO. DESCHMM MATERLIL MANP./SOPPLtm/mEXARR8 1 FV301 2 FRAME HEAD/SWJAMB 8063-T8 2 FYM2 AS RM. GIA281O BEAD- 7/18- GLASS W83 -TB - 3 FY303 AS REOD. AMMOR (OVER 003-75 - 4 E203 I AS MM GIAZM BEAD BULB NEOPRENE ULTRAFAS !I nit -so 1 am SPACER - f/e' Hm 50 =m FRANC LmE 81 010 x 1' 8 FRAME ASSEMBLY SCREWS CAB PH SMS 7 1 FY120 - F'WS1 FRAME ADAPTER 6083-T8 OPTIONAL RECT. OR SQUARE WWOOWS . ..... . ... . ...... . .... .... . . .... . m 8 Z 0a a� a a'n ang 8 04H 4z X1110 AIauO PROM=REVcSM Bafte4aoWOaer Ix i Dam DBy 4-qdrovingdving no. 1570% w09-20 TYPICAL ANCHORS %•sec ELEV. FOR SPACING 0 ALT. TYPICAL SEE ELEV. FOR TYPICAL SEE ELEV. FOR . i. i. . • . .. .. ... . • . ... . . APPROWD ANCHORS ALT. *Ul 19, droving no. W09-20 000 ALT. • • • • • • • • • • • • • • • • • • I a INSTALLATION DETAANCHORS1 SEE ELEV. FOR SPACING . i. i. . • . .. .. ... . • . ... . . APPROWD ANCHORS ALT. *Ul 19, droving no. W09-20 C c�Se tm �ry�-S J± 1A, t 8, QA,) 6, 1,, PtAl /�O,164, lf,8 MIAMI•DADE MIAMI DADE COUNTY, FLORIDA ! 11,11a 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) my%iniam[dade.gov/economr CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 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 produo aterial within their jurisdiction. RER reserves the right to revoke this am if it is determined by ' mi -Dade County Product Control Section that th' or material fails to meet tie r nests of thea licable building code. This pro approved as described herein, and has been designed to ce l wi the Florida Building C ,including the High Velocity'Hurricane Zone. ESCRiPTION: Series ��238" Outswing Aluminum Casement Window - L.M.I. 0000 APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series -238 Alumi$ui ,gsement' Whidow",• • • •; • sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated of 1.3, pre arcAy AI-• • • • Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami- * e County Product• • Control Section Renewal stamp with the Notice of Acceptance number and expira J g date by the Miami .0 • • • •; Dade County Product Control Section. • • • • • • i • • • • • • • • • • 0.000. 0000 00.00' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each 'unit shall bear a permanent label with the manufac er's • • • • logo, c'state`::* p :}�p.Qr g Ijy, , modeUseries, and following statement: "Miami -Dade County Product ntrol ApproNfed', unless otherwise....;. ted herein. • .. 0000.. RE of this NOA shall be considered after a re application has been'Mod'and tbote:M been• no change in t e y 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 sliall 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 No. 12-0229.08 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted.documentation was reviewed by Jaime D. Gascon, P. E. m NOA No. 12-1220.14 Mu1MI ECOUNTY sae Expiration Date: October 26, 2018 Approval Date: March 21, 2013 3 ttit Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98--100, titled "Series -238 Aluminum Casement Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98 with revision "H" dated 02/28/13, prepared by Al Farooq Corporation, signed and scaled 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 A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588-04, AAMA 1304-02 and per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Aluminum casement Sliding Window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF--1109.01-12, dated 11/20/12, signed and sealed by Henry I-tattm,, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-90 0000 0000:' 2) Uniform Static Air Pressure Test, Loading pp j jBC TA8.102 94 3) Water Resistance Test, per FBC, TAS 202-.24.. 4) Forced Entry Test, Type "B -A" outswiag-casemext wmdoA* 0 0 * Grade 10, Level LV 1 per ASTM F 588.984; AAIVSA•904-01•;••. and per FBC 24113.2.1, TAS 202-94": *of:** 'f • .:::: 0 so along with marked -up drawings and installation diagram of r , pasement.w, ndow, , • prepared by Hurricane Testing Lab., Inc., Test Reports No.'s IRTL4080-A301-07 for...:. specimen A and B and UrL-0080-0905-07 for specimen It ag6jC, daVJ9d4/21/0Y,,,,; and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E" ' V: (Submitted under previous NOA No. -08-1010.02) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked --up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2143, HETI98 2144, HET148-4287 and HETI-074298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1010.02) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTIDiUED) 4. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94 along with marked—up drawings and installation diagram of alum casement window, prepared by Hurricane Test Laboratory, - Inc., Test Reports No.'s HT"080- 0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P. E. (Submitted under previous NOA No. 96-0417.03 and 01-1002.03) 5. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per ASTM E547, ASTM E331 and SFBC, PA 202-94 4) Forced Entry Test, Type "B—A" outswing casement window, Grade 10, Level LV 1 per ASTM F 588-94, AAMA 1302.5-76 and per. SFBC, PA 202-94 5) Standard Test Methods for Deglazing Force of Fenestration - Products per ASTM E 987-88 6) Standard Test Method for Determination of Operating Xorce of Windows and Doors per ASTM E 2068-94• . '668069 000000 along with marked up drawings and installation diagram of algin. t asen = window, • • prepared by Fenestration Testing Laboratory, Inc., Test Repoq.* *o * 's F'fLIV03 anti FTL-1041, dated 10/14/94, both signed and sealed by Yamil YQW.P.E. � � � 0 • • • •; (Submitted under previous NOA No. 96-0417.03) • 0000 . .. 0000. 00.00. 0000 0000. .. 00 .. 0 0000.. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, cor4pl*t with Ftp -201%,,, 00 prepared by Al Farooq Corporation, dated 11/30/12, sign1d and seaibtr 4iy Javan Ahmad, P. E. • • • • • • 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/21/13, expiring on 05/21/16. Jaime -D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 E-2 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP -- Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 11/30/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. ATLOSF-1109.01-12, issued by American Test Lab of South Florida, Inc., dated 11/20/12, signed and sealed by Henry Hattem, P. E. 3. Proposal No. 12-1600 issued by Product Control, dated 08/22/12, signed by Jaime D. Gascon, P. E. 4. Laboratory compliance letters for Test Reports No.'s HTL-0080-0301-07 for specimen A & B and HTL- 0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-1010.02) .... 5. Laboratory compliances letters for Test Reports No.'s. HE ..,08'-214 ,...;. HETI-08-2144, HETI-084287 and HETI-074298, tssued bx • ol-hVicane of Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, 111 floed Ad Raled br* Candido F. Font, P. E.0000" (Submitted under previous NOA No. 08-1010.02) ' 'so' 6. Laboratory compliance letters for Test Reports No.'s HTL 098$03-96 qd HTL» • • • 0080-1107-98, issued by Hurricane Test Laboratory, InV �Uhted 03M6/96 an* • • 11110/98, both signed and sealed by Timothy S. Marshall, P. 4`. • ; 0 a 0490:6 (Submitted under previous NOA No. 96-0417.03 and 01--100.0 00' 7. Laboratory compliance letters for Test Reports No.'s FTL400 and -F' IP -1042; "': issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both'a�and sealed by Yamil Kuri, P. E. (Submitted under previous NOA No. 96-0417.03) G. OTHERS 1. Notice of Acceptance No. 129229.08, issued to CGI Windows & Doors for their Series "238 CUutswing Aluminum Casement Window L.M.I.", approved on 05/10/12 and expiring on 10/26/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.14 Expiration Date: October 26, 2018 Approval Date: March 21, 2013 E--3 rw1 EV EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WIND LOAD ANT 8ASED ON WIND VELOCRY. BLDG. HEIGHT, WIND zom USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CIARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPAGTY OF DESIRED CLASS SIZE/IYPE. STEP USING 04M ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPEC61ED IN STEP t ABOVE. STEP 4 IF ALUMINUM SUGN SYSTEM 6 USED MINE CHART ON SHEET 7 TO DETERMINE CAPA=. STEP g THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. Mnx Wr. LOCH t@TORT POUTS 38' 1 2 38' 3 74" 4 84" 8 m- . THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. fir I ,f SHUTTERS ARE NOT REOUIRED. • • • IIi � iii'• • • t • nal Com 706 P�DW AMOSEN OES=ED AND TESTED TO COMPLY WITH THE FOR MUWON/MULTIPLE UNITS. REFER TO • "All OWWRIMENFS OI•TNE FMaDA ANG CODE INCLUDING HIGH VELOCITY SEPARATE CGI MUWON N.O.A. • I =; ==== --- -FALSESURF OPTION �\ u tt WOO MIKS SY OTHERS. MUST ISE ANCHORED PROPERLY TO TRANSFER I it K LOADS TO THE STRUCTURE. E.Nn %M AWAD .vm $ I 24" MAIL TYP. AT HEAD/SILL TYPIC_ ELEVATION / (FLANGE FRAME) Mnx Wr. LOCH t@TORT POUTS 38' 1 2 38' 3 74" 4 84" 8 m- . THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SII j! LHIT' t -t drawing no. W98 -10C fir twP°;j _fi '�� • • fDa�TePto SHUTTERS ARE NOT REOUIRED. • • • i • � iii'• • • t • nal Com 706 P�DW AMOSEN OES=ED AND TESTED TO COMPLY WITH THE FOR MUWON/MULTIPLE UNITS. REFER TO • • 4,: OWWRIMENFS OI•TNE FMaDA ANG CODE INCLUDING HIGH VELOCITY SEPARATE CGI MUWON N.O.A. • • � EON!(rul. • • • • • • WOO MIKS SY OTHERS. MUST ISE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. E.Nn %M AWAD .vm ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHORS nA PES • • • • 4 OP•TQ SAS& jIOTERIAi SHALT. BE BEYOND WALL. DRESSING OR STUCCO. • • • •• • i• NOT SHOWN IN THESE DETAILS ARE P DF %,I • • • •' �LOAOIp(� • • • • A UVAD•DURAVON VICRNSE•IS CSED IN DESIGN OF ANCHORS WTO WOOD ONLY. q • • • • �M•ATERIALS WC3_UDING BIT NOT UIOLEO TO S1M�AL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SII j! LHIT' t -t drawing no. W98 -10C WOO= WOTH �FrU VENT WITH WW-1 t/x GENE V W SECTIONS O1- OP(i F WW-B t/2• R t Aa: IL iS cORNM 00, w A i 1O 0.° a4 8 N' tl �, a .tt a3� CAM LOCKS _= t*�- �/� u..J z m '" � 3 5 2 LOCK POINTS x � ,o Ii C SNUD>R ; ALL slzEs c \ \ ,-�� t=== SURFACE APPLIED Q fii £Lj FALSE NUNTINS O AT IMPACT VINDOVS MY � '7th � k\ 1Ot1 UPTIONAL � -------- t t m 4 8 24' MAX. TYP. Jv - _ ATHFJiO/BILI. c - TYPICAL ELEVATIONN M (EQUAL LEG FRAME) � 0 3 n � 1 7 3 FOR GLASS TYPES, z z L} m z D.L. �+°. REFER TO ILL.oPG. a t/z' � $ 3/a• p SHEETS 3 AND 4. VENT 11111TH 3/4• U�3 VANDOW WM WINDOW Wtm EXTERIOR MAtOM MULTI PONT I=�'� POW LOCK BY 'TRUTH' W •'NTERI.00tt' ALT. TO CAM LACKS ALT. TO CAM LOCKS HEKRiT POINTS HdGHT PWNTS o $F 42' 2 3s• z i j e fir 3 !SD• 3 $ It B4• 4 74• 4 � � i j 84• S t • •• • • • • • � C W h m 2 • • • • • • 00 Err.. 4WD NOW } CK ye. 122 2B ' RS • i• •• •PRODT3Cf rrDhdsBFtOt(de fl0. PE 70S8s 3 8 7• • i • • i • i o ( 0 4 203 drawing AG. nIA 000 • • • • • e [ Proaua W98-100 shoot 1.1 of 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • BASS 2 8/8' 2.078 4787 g I .623 LOW 1.3Q7 M TYP. Z L L L973 2 8689 m �8 2.ago a n 48$ 1 8 t8E8 to 13 ® ST. CORNER EEL ®. ,UM CORNER KEY O f artcE +E ®vavr (s/t s• LAM. cuss) o Q zA76 L>s7 0 °6 •78s 3, 1.087L Ln O 2'465 2.718 7.438 VENT CORNER .060 TYP. L62 to a Z EOVAL LEG FRAME ® VENT (INSUL. LAM. GLASS) ° —L757— ALL a87 ALL FRAME ANO VENT CORNERS TO BE tTEM PART 9 QUANTITY DESCRIPTION MATERIAL NANF./SIJPPI.tEB/RpfARxa p SEALED WITH GE SRPRUF OR EQUIP. t COI -373 4 FIANCE FRAME 6083-T6 INOALEX OR WI N. IA CCI -397 4 EOUAL LEG FRAME 6083-T6 04DALEX OR EDUN. •m �' N 2 CM -378 4 VEM (6/16- IAM. WA" 6063 -TS INCIALEX OR EOUN. L075 N t^7 28 COI -381 4 VENT (INA;. LV& GLASS) 6063-16 84IALM OR EQUN. ,720 R t7 8 20 COI -386 4 VENT (7/18• IAM. GIAW 6063-T6 INDA= OR EQUN. L4;;1S9 Z 3 COI -376 4 OOEE OIAZOMi SEA0 8063-T6 INDVEX OR ED/. O - 3A Cal -396 1 4 SQUARE OtAZM BEAD 8083-T6 INON.EX OR EOUN. 4 - 4 ASO THICK COMNFR KEY AUDR{BDI 4 6 - 8 A80 THICK CORNER KV ST. STEEL- 6 AP -426 AS REDO. FRAME WEAiHER4TPoPPINti SCHLE6EL APTUS ®VEP1T (7/t8• IAM. GLASS) O 7 0280-K-190 AS TEDD. VENT tVEATIORSTRIPPING - SCHLEOEL 0 -Um .71 .83 8 36-10-00-10 2/ VENT 4 BAR HOM AT TOP ANO BOTTOM STEL. TRUTH. ATTACHED W/ (6) B8 x 3/8' SS SMB 9 24-13-00-202 2/ VENT FACE MOLW LOCK STEEL TRUTH. ATTACHED VT/ (2) 18 X 3/8' SMS 9A - 1/ VEHT VALP POGIT LOCK - TRUTH .383 0 C q 98 - t/ VENT MULTI Pow LOCK - 1MMOCK - �' 10 - 2/VENT .110 THICK LOCK KEEPER, AT FRAME JMW FACM LOCIt SIEEI CAI. ATTACHED W/ (2) Bib X s/8• ss SNS / ti- i OPERATOR FOMONaJ STS TI ACHED W/ (2) 88 x 3/6' SS SNS O mTmm CGI -375: OGEE GLAZING STOP 11A - 1 OPERATOR (WTIONAL) 12 30178 1 OPERATOR TRVX STEEL TRUTH. ATTACHED LY/ (2) 18 X 3/8' SS BMS aS3 T3 - 2/ COMM FRAME AND VERT ASSBISLY STXi N - BIO X 1-1/4' SS $NS q 1 /• C O I / - •• ••• • • • • • ••G O e� IS • • • • • • • • • Q� o w r n x • • •• • • • • • .817 • • • • • • • • • ® CCI^398: SQUARE GLAZING STOP MIAD AM" CMI. $ FLA PE 2 • ••• • ••• ••• �aa�mm1111yRpb BtimFl6tlde � • ::0 •• :BN� .14 a 013 ea • • • • • • FRAME CORN • • g* Oma ��j dmtvinQ no. ER • • • • • • • • • - W98— 9 00 MI`"lI r46aa ah9al 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANN. CLASS 3/18' ANN. CLASS TERLAYER IN,ERIAYU SDt� INAFl.EX PYS BY 'SOI.UI'fA' C 1 r1/8• ANN. CLASS 8/18" NOMINAL , 7/16" NOMI] GLASS TYPE V GLASS TYPE A ,�a /16' HFAT STRO D CLASS SAtT.EX ws BY 'Sa1IDA' Ago SAPLOc Pe BY 'SDutta ' VANCEYA S 0RUGLUSS BY 'SOL LITOY WMAYM A75 VANOEVA STORMOLASS BY SEN7RYCIAS BY 'DUP011T' LLL 090 Si74T WQM of 'IHIPONT' ' SS 3116" HEAT STIMOD GLASS r SQUAK SM GPGUAI ttORAL i SILICpNE Alk. GLASS TYPES 1 1 GE's t I i H X89 1 . i� R 7/18" NOMINAL GLASS TYPE 'a' • • • • • • • • • •• • •• • •• • •• •• ••• • ••• • • PRODOCTRRNE1Y80 a1 coruplyins '+fth"mob b 13u8dingt'bito _14 Acceptma:a Zii ($ BIMHM& Product UMIT MAX. LARDS TO 171.0 PSF WHEN MULTI nW LOCK BY 'INETRIMC ®B IS USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 Ll'it! dr0wi0g r1o. N98-1 OC PERFORMANCE VA ACT RESISTANT 0 &•,ITERS 9EQilm IKFER is SHEETS 8 THRO 7 POR 9L4Fat1ATRAY Ofl OWS PERFORMANCE VALUES OF IMPACT RESISTANT NO SHOWS S Remo O rtwm TO SHEETS 5 TM 7 FOR 9=AUAS= 0 w mow DIME. GLASS TYPE '8' CLAW TYPE '8' GLASS TYPE '8' W1NIKYW BMS. GLASS TYPE '2' GLASS GLASS TYPE '8' NIOSH HEIGHT W. (+) I INT. (-) EXT. (+) INT. (- 10R. (+) 1NT. (-) WIDTH HEIGHT Im. (+) SNL (-) EXT. (+) (-) EXT. (t) LMT. (-) 20' 24' 28' 30' 32' 38• 40' 42' 110A 194.3 110.0 1954 110.0 195.0 20' 24• 28' 30•8 32' 88.7 88.7 110.0.00 195.0 110.0 188.0 110.0 181.9 110.0 1954 110.0 195.0 110.0 138.8 110.0 100 1 tO.0 198.0 73.4 73.4 110 120.0 110.0 120.0 842 84.2 .0 120.0 110.0 120.0 110.0 129.5 110.0 19' .0 110.0 198.0 110.0 '120.0 110A 120.0 110.0 121.4 110,0 1 A i 10.0 188.0 375 575 i l0A 120.0 i 10.0 120.0 107.8 1079 110.0 I .0 110.0 195.0 20' 24' 28' 30' 32' 70.• 88.4 86.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 58.t 110.0 120.0 110.0 120.0 925 92.8 110.0 1120.0 - - 48.9 48.9 110.0 120A 110.0 120.0 20' 24' 110.0 188.5 110.0 1195.0 110.0 195.0 4&0 4&0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 198.0 110.0 195.0 43.6 43.8 11o.0 120.0 110.0 120.0 28' 30 32 38' 40' 42' 42' 110.0 118.9 110.0 195.0 110.0 195.0 20' 24' 28' 30• 52.0 52.0 110.0 120.0 110.0 12MO 110,0 111.0 110.0 185.0 110.0 195.0 439 434 110.0 120.0 110.0 120.0 104.1 104.1 110.0 195.0 110.0 120.0 38.1 3&1 110.0 120.0 t10.0 120.0 92.5 92.5 JI0Xj 120.0 110.0 120.0 110.0 120.0 - 83.3 83.3 110 120.0 110.0 120.0 20' 24' 26• 84• 41.5 415 110.0 120.0 110.0 120.0 79.3 79.3 1140 120.0 - - 349 349 110.0 120.0 1 110.0 120.0 20• 110.0 145.7 111-0 195A 110.0 195.0 - - 110.0 120.0 - - 24' 28' W. 32' 48• 110.0 121.4 1 to.0 195.0 110.0 198.0 19-1/8• 26-1/2" 37' 42• 28' 110.0 198.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 1954 110.0 120.0 I so.0 185.0 110.0 195.0 110.0 198.0 87.1 $7.1 10.0 t95.0 110.0 120.0 110.0 145.4 110.0 195.0 1lox 1954 91.1 91.1 10.0 120.0 110.0 120.0 110.0 1 128.1 110.0 198.0 " 110.0 195.0 38' 40' 42' 60.9 0..9 110.0 120A 110.0 120.0 18-t/6' 28-1/2' 37' 42' 36-360• 110.0 1909 110.0 195.0 110.0 195.0 729 729 110.0 120.0 110.0 120.0 110.0 137.5 110.0 198.0 110.0 195.0 60.4 89.4 110.0 t20A - 98.8 985 110.0 194.5 11060 120.0 20' 110.0 129.5 110.0 195.0 110.0 195.0 86A 88.8 110.0 120.0 it" 121X0 32' 38' • 40' 42' 110.0 195.0 1foA 195.0 19-1/8' 26-1/ � 37'• 42' • 5 00* • • • • ItaO 1445 110.0 198.0 .110.0 195,0 88.2 923 110.0 120.0 110.0 120.0 .7• 1 1 rfto 110.0 185.0 110.0 120.0 110.0 120.0 7fi0 0 74}7 1 X.0 0 120.0 110.0 120.0 609 809 110.0 120.0 110.0 120.0 ;6Q nw 110.0 120.0 719 719 110.0 120.0 110.0 120.0 18-1/13'• 26-1/2• 37' 60* Sr 9" *42 11.5.0 • 198.0 110.0 198.0 84.8 $49 110.0 120.0 110.0 120.0 749 779 110.0 120.0 110.0 120.0 61.7 81.7 110.0 120.0 90.0 60.0 110.0 120.0 110.0. 12MG 20' 24' 28' 39' 32' 38' 98.8 112.0 110.0 195.0 110.0 195.0 to .2S -"V •!I/4, 1 tg&o 110.0 120.0 88.9 95.4 110.0 195.0 1110 120.0 R6.0 46% 110.00 420.81 110.0 1 1-.0 78.7 831 110.0 120.0 110.0 120.0 • • • TF. • • • • • • • • t 1 •AO/A• �� • • • • FOR +110.0. 120.0 PSF-- 16.34 SO. FT. +110.0. -195.0 PSF - 10.00 S0. FT. 732 77.7 110.0 120.0 110.0 120.0 702 724 110.0 120.0 110.0 120.0 944 944 110.0 120.0 110.0 120.0 • • • • • • • • • •• • •• • •• • •• •• ••• • ••• • • PRODOCTRRNE1Y80 a1 coruplyins '+fth"mob b 13u8dingt'bito _14 Acceptma:a Zii ($ BIMHM& Product UMIT MAX. LARDS TO 171.0 PSF WHEN MULTI nW LOCK BY 'INETRIMC ®B IS USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 Ll'it! dr0wi0g r1o. N98-1 OC TEMP. GLASS O2 SPACE 1/8• ANN. CLASS .090 SAFI= PVB BY 'SOI.UTR1 t14TERIAYEFtS .079 VANCEVA STORMGLASS 6Y 'SOLUM' �\�LLLLLL .690 SENTRYOLAS BY 'DUPONT' r1/8' ANN. GtAS3 3/4" INSULATED GLASS TYPE '2A' TEND. GLASS OR SPACE 1/8' F,� .000 SRFU XPVS BY '69U1T1A078 VANCEVA STORNCLASS BY 'SOLUTIM1A90 SENTRYOIAS BY •OUPOM'GLASS 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS no SNVnm REOmm REFER TO SXEEM 8 THRU 7 FMR RSVUATM OEUSS PERFORMANCE. VALUES OF IMPACT RESISTANT WINDOWS NO SNJ"= FXMI Eo REFER TO SHOO 5 Tt= 7 FOR MStVAATMN GLTNLS WINDOW DENS. - OL"S TYPE 'BA' GLASS TYPE 'BA' WINDOW DIMS. GLASS TYPE '8A' GLas TYPE 'tw WIDTH HEIGHT EXT. (t) 169. (-) EKT. (+) INP. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) 20• 20.• 26" 30' 32" w• 110.0 194.3 110.0 198.0 20' 20.• 28• 30• 32• 68• 8&7 88.7 110.0 169.0 110.0 1619 110.0 193.0 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 84.2 86.2 110.0 120.0 110.0 129.5 110.0 195.0 90.6 80.9 110.0 118.2 110.0 121.4 110.0 195.0 578 578 110.0 112.2 36• 40" 42• 107.8 1 1079 110.0 195.0 20• 24' 28' 30• 32• 72• 6&4 66.4 110.0 1200 97.t 97.1 110.0 120,0 S&t 1 5&1 109.3 109.3 92.5 92.5 110.0 120.0 48.8 489 98.3 95.3 20• 24• 110.0 186.8 110.0 195A 46.0 4&0 890 889 110.0 138.4 110.0 195.0 43.6 43.8 85.0 650 28• 30' 3r 42• 110.0 1189 110.0 195.0 20" 20.• 2r 78• 520 52.0 101.3 101.3 110.0 i T 1A 110.0 198.0 0.39 439 baa 85.0. 104.1 t04.1 110.0 120.0 3&1 3&1 74.3 74.3 38' 40• 42• 92.5 929 110.0 120.0 20• 2$ �• 41.5 41.5 80.8 80.8 83.3 83.3 110.0 120.0 34.9 34.8 BBA 66.0 79.3 790. 110.0 120.0 19-1/8• 1 26-1/2•2V*1t" I 3r 42• 110.0 10.0 1 110.0 19&0 20" 24• 28' 30• 32• 36• 0.o• 110.0 145.7 110.0 190.0 203.0 110.0 1 19U itm0 121.4 110.0 19&O 110.0 145.4 110.0 195.0 104.1 104.1 110.0 120.0 110.0 12&1 1109 1115.0 97.1 97.1 110.0 120.0 19-1/6• 28-1/2" - 3r 42' 38-3/8' 1 110.0 190.6 110.0 195.0 91.1 91.1 110.0 120.0 110.0 1378 1100 tWO 80.9 60.9 110,0 120.0 904 98.6 110.0 120.0 72A 728 110.0 120.0 86.6 a" I to.0 120.0 42" 69.4 69.4 110.0 120.0 t9-1/8• 26-1/2' 3r 42" 30-5/8• 110.0 144.5 1 110.0 1054 20• 24' 28" 30' 32' 36• .�.... 40" 42' 5r84.4 110.0 129.5 110.0 195.0 99.7 104.3 110.0 19" 98.0 1079 110.0 195.0 74.7 74.7 110.0 120.0 92.5 92.5 110.0 12x0 • 10. .0 88.3 110.0 120.0 18-1/8' 26-1/2• 37' Sr 9Q7 104.2• 110 iq&O 80.9 69.9 t10.0 1204 74 10 SQ" WOO ttoo 1 A 417.0 719 719 110.0 120.0 649 649 11x0 1204 19-1/8" 26-1/2• 74-1/4• 630 63.0 110.0 1204 81.7 81.7 110.0 120.0 469 46.8 90A MIA 20' 24" 28• 30• 32'70.2 36" 'o• 989 112.6 110.0 19&0 NOTE - LOAD/AREA gmrft • • • • • • • • • FOR +110.0. N 420.0:PSF•= %Z4 FT +110.0.-495.(L:SF = 101001066.F? • .. • • • • S" 95.4 110.0 120.0 76.7 83.3 110.0 120.0 73.2 77.7 lima 120.0 729 110.0 120.0 84.8 80.9 110.0 120.0 9 >k UNIT MAX. LOADS TO 171.0 PSF WMEN MLIVI POINT UxxE BY lowmOCX' IS USED • . • � MIDDotldR Atinmi Y.vdmA Cadet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY. -STATEMENT DCAD5-OEC-219 4 290 a N g M o zzEJ TYPKCAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPIKIN 13/B' SEALANT "' ` a ` 2 1/B' [2-1/2' GIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' PRESSURE TREATEO TYPICAL INSTALLATION DETAL ON ALL FOUR SIDES/USING WOOD MR SPACING 6 FOR DESCRIPTION �� 2,o" 'a 2-1/2« GIW. IN STA t nT10N TYPE '2' WFOOD BUCK TYPE '2' PRESSURE TREATED TYPIC -A! INSTALLATION DETAL ON ALL FOUR SIDESZMING WOOD TYPICAL ANCHORS - TYPICAL ANCHORS SEE ELEV. FOR SPACINGEE SE". FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 8 FOR OESCFXn= �+ 13/8"— J1aT { SEALANT _e .a a 27/8' •.a• a 21�' a a V GIN. 0 BUCK INSTALLATION BY OTHERS < d•' BUCK INSTALLATION BY OTHERS fiv •\ 1:4 1J 3/4• x i' x AT ANCH WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. :Na • 1 lli e• •': : ON &•F�j,$••SQ&%SING WQOD •• •• •• • • • •• FRODucrRomm • • • • • • • • • • • *DuBIIi c d¢ •AcATdnnco No, 8 11LT. ANCHOR �LOCATIOItl • WITH SHEAR CLIP' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • •• ••• • • 4 • r,{. It • i •11 � i i� q dmwtng no. W98-1 OC NEW 1Ci._ 7t-_al•� �3' !I� 'r i FOR ANCHOR PEWDRAbt= VA MS SEE SHEET B TYPICAL. AKCHOIS SEE ELEV. FOR SPACING SEE SHEET G FOR DESCPoPTKNI 2-1/a' uIN. INSTALLATION TYPE '2WOOD BUCK TYPE '2' PRESSURE TREATED TYPICAL. INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/_USING WOOD METAL STRUCTURES A TYPfCAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ri. 2 7/8•do'vv o BUCK INSTALLATION BY OTHERS o ° BK7C INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' . • • • INS M.6 TI0hl rQE _4' • • WOOD BUCK TYPE '4' 1 PRESSURE TREATED f • • • • • • • • MATERIAL, PRESSURE TREATED TYPICAL INSTALLATION DETAIL '. : : TYPI&L:AgkTION DETAIL ON ALL FOUR SIDESIUSING WOOD • •. • *CN ALL EdMOSILI &SING WOOD • • • • 00: • • • ig?e *06 ••••000 •...•W000 BUCKS NOT BY CGI CORP., MUST SUSTAW • •• •• • • • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •oo • •• ••THEM TO THE BUILDING STRUCTURE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1 drmirng no. N98 -10C PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 70 SHEET 8 FOR WAILS 8H300W 6115. ANCHORS If SMR CWP ANCHORS WITH 8HUR Cts AT I7" O.C. AT 10' O.C. AT W O.C. AT 10" O.C. Wm HERSA EXT.(+)/!NTLI-} EXT.(+)/W4-) EKT•(+)/INT.(-) W.(+)/INT.(-) 1971/8• 29-1/2' 37' 20' 24' 28' 30' 3Y 3s' 40" 42' U. 195.0 195.0 184.8 195.0 126A 19510 129.0 172.0 192.9 195.0 110A 147.4 180.0 195.0 1032 137.6 I68A 195.0 98.8 120A 150.0 195.0 8910 114.7 135A 180.0 77.4 1032 12810 t7t.4 73.7 98.3 20' 24' 28' 30' 32' 38' 40' 42' 42, 195.0 198.0 132.7 178.8 . 1929 198.0 ItOA 147.4 165.3 1954 94A 126.4 184.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 86.3 88.5 1102 148.9 63.2 842 20' 24' 2a' 30' 32' 38' 40" 42' 48'1s" 198.0 195.0 154.8 193.8 198.0 198.0 129.0 161.3 1929 195.0 110.6 138.2 195.0 1032 129.0 Is" 195.0 96A 1209 150.0 187.5 8810 1073 135.0 Is" 77.4 9610 125.6 180.7 73.7 921 20' 30'193.0 32' 38' 40' 42r' - 195A 195.0 137.8 195.0 195.0 114.7 1720 171.4 195.0 98.3 147.4 91.7 137.6 150A 195.0 86.0 12910 133.3 195.0 76.4 114.7 120.0 180.0 8810 1932 114.3 171.4 8510 98.3 20' 24' 28' 30' 3Y 38' 00, 195.0 198* 123A 185A 180.0 195.0 103.2 154.8 154.3 tes.0 N.5 1327 14410 1954 828 123.8 13&0 195A 77.4 116.1 120.0 180A WA 1032 20" 24' 28" 30' t96A 198* 140.7 198.0 10810 19810 117.3 1642 178.3 195.0 100.5 140.7 195.0 93.8 131.3 183.4 193.0 WA 123.1 24' 28' 30' 32' 72' .. 195.0 129.0 ISMS 1673 193.0 507.6 1305 180.7 195A 92.1 129.0 580.0 19U - S&O 120.4 1409 198.0 00.6 1129 20' 24' 2s" 30• 78, 198.0 196.0 119.1 t903 173.1 195 o 992 188.8 148.4 195A 85.1 136.1 1385 195.0 79.4 127.0 20' 24' 28' 84' 195,0 19810 1327 19&0 195A 195.0 It" 1659 186.3 195.0 94A 1422 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETMS ➢PINww DIES. ANCHORS IT/0 8HEAH CLIP ANCHORS MR SHIM CLIP AT 17" O.C. AT 16' O.C. AT 17' 0.0. AT t0' O.C. Wm HERSA EXT.(+)/!NTLI-} EXT.(+)/W4-) EKT•(+)/INT.(-) W.(+)/INT.(-) 1971/8• 29-1/2' 37' 28' t9s.0 19&0 149.4 188.0 198.0 195.0 107.8 181.8 195.0 IS&O 772 11&9 19-1/8' 28-1/2" 37' 38-3/8' 196.0 195.0 Isla 195.0 1912 198.0 1093 146.1 136.9 laze 75.8 104.7 19-1/8• 26-1/Y 37' 50-5/6' 195.0 196.0 153.5 191.9 193.2 198.0 1f0A 138.5 138.4 173.0 79.3 992 19-1/8" 26-1/2' 37" Sr 199.0 195.0 12310 196A 155.3 t9&0 89.0 t58.8 l t 1.2 t945 83.8 111.8 19-1/8' 26-1/2' 74-1/4' 195.0 19810 130.6 19&O 184.7 195.0 1 94.4 131.1 1 1 1 1 ANCROIS W/O SHEAR CL1P •• ••• • • • • • as ••• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • ! • PItOlrUCTRtD4HtVHD • • • • • • • (161 pi1181vlW/fmFlaJMa Mlm1� ki91 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TXrAL V i) SEE ELEV. FOR SPACING KWIK-CON 11 BY 'FILTI' (Fu -163 K% Fy-187 KSI) "DIA. ULTRAODN BY' (Fu -177 KSL FY -155 X51) 0 2BY WOOD BUCKS OR WOOD STRUCTURES 1PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY i-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (OIFAOE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MN. THK. _ .090-) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYFgCAL EDGE ,DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MN. INTO WOOD STRUCTURE m 1' MIN. METAL STRUCTURE d 3/4" MIN. TE AT HEAD. SILL OR JAMSS f e - MOO PSI MW. C HOLLOW/FILLED BOCK AT JAMBS I'm o 2000 PSI MN 2 � V La 4 cq ug{ G 3 e3 F Z o U�5 omwing no. W98-10( PERFORMANCE VALUES OF ALUMINUM RUCK INSTALLATION ANCHORS V=W DIMS. EXT. (t) INT. (-) WIDTH HEIGHT 20• 24' 28' 30• 32' 36' 40• 42' • 195.0 195.0 195.0 194.4 182.3 182.0 120.0 t2o4 20' 24• 28' 30• Sr 38• 40' 42" 42" tos.0 195.0 1785 26.6 120.0 120.0 120.0 119.0 20" 24• 28' 30"120.0 32" 38' 40" 42" �" 1954 195.0 1204 INTO CONCRETE AND MASONRY - J-1•/2" TIN. • • 120.0 120.0 120.0 120.0 20' 24• 28' 30' 32' 38" 40' 5.2" S4' 195.0 195.0 120.0 1204 120.0 1204 1204 120.0 20" 24' 28• 30" 32" 38' ear 1954 120.0 120.0 120.0 120.0 120.0 20• 24' 28• SO' 32' 88' 169.0 120.0 120.0 118.2 1122 20• 24' 28' 30' 32" 72' 12DA 109.3 95.3 S9 8 85.0 20' 24• 28' 78' 101.3 85.4 4.3 20• 24' �• I 80.6 564 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS 11RiBOV DIME. p0, (+) W. (-) WIDTH "ma 19-1/8" 29-1/2' 3r 28' 193.0 188,0 199.0 19-1/8' 28-1/2• 37' 38-3/8• 195.0 195.0 120.0 19-1/8" 29-1/2` 3r 50-9/8• 1954 -95.0 120.0 19-1/8' 26-1/2' Sr 83' 185.0 1204 t174 19-1/8' 28-1/2' 74-1/4' 1204 90.9 AT.TJMINUM BUCK FRAMING- DETAIlG REFER TO SHEETS 3 THR11 8 FOR W94DOW CAPACITIES 113E LOWER APPLICABLE VALVES, J -LSMMS 'FI' t'ROM ENDS O.C. MAX AT JAMES O.a MAX. AT HEAD/SILL 71 Iii \ #14 SMS AT8'n=ENDS 17" D.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL a': KAT TYPICAL ANCHORS TYPE'A' OR 6' FROM ENDS AND 2 1/2' MRL _� 17' C. MAX AT JAMBS 1i0GE our. z5.. 04. MNL. AT HEAD/SILL I• INSTALLATION TYPE 'S' INSTALLATION TYPE 'S' 28Y WOOD BUCK OR WOOD STRUCTURES 111.. �7:_sII4e h3� .�110111,111110 y ,a • 1 • - 1 A - 1/4" DIA. KWIK-CON H BY 'HI LTI' (fu -163 KSI. Fy-157 KSQ • DIRECTLY INTO CONC. OR MASONRY • • 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 8 - 1/4" DIA. ULTRACON BY 'ELCO' (Fn=177 XSL Fy-i55 KSI) INTO CONC. OR FlLLED BLOCK J.9454065DIRECTLY •••• • • 1-1/4" MIN. EMBED INTO CONCRETE • • ••2-1/4" MIN. EMBED IMO GROUT FILLRD BLOCKS• •• • • • • •• • • • • •••C - 114 SMS (Gt7A�2CAS) •• • •• ••• •• INTO 29Y WOOD BUCKS OR WOOD STRUCTURES • • • •• 1-1/2" MIN. PENETRATION INTO WOOD ALUMINUM SUCK • • 8083 -TB TYPICAL EDGE LJ[` •• INTO CONCRETE AND MASONRY - J-1•/2" TIN. • • • • • • INTO WOOD STRUCTURE - 1' MW. • • • • • • i • • • • • i i •• ••• CONCRETE AT HEAD. SILL OR JAMBS f%.; 3i PSI MINP • • • • C-90 HOLLOW/FARED BLOCK AT JAMES I'm . 2000 PS MIN. ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17* O.C. MAX AT JAMBS 24. O.C. MAX. AT HM/SRL .845 4M5 MODUCI'RENIRIUM mcomptyt11g1,rf*,ft Fk"coft t 1.I"A=gftm°N° i2 -1 0.14 .803 Emr.. JaW41) NMW OPTIONAL COVER LTA Pf75.595. 6063-T8 C.AJa. 3e MAR 014 2013 z 1 zz M BAR zfI�L.II tlrawing n0. W98-100 A Vk (� ( 001 -& :rt7 J, 1A, 16 ) h, �AcM)- MIAMI. �6! h I—DARE COUNTY. FLORMA ONOU PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwm miamidade.Eoy/economy RC Home Showcase, Inc. 2970 NW '75th Avenue Miami, FL 33122 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 atter 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 thi ments of the applicable building code. This pro�iproved as described herein, and has been designed to with the Florida Building Cod ' High Velocity Hurricane Zone. ESCRIPTION: Series "ML -100" Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. W04-05, titled "Series Tube MullioN of 07, dated 05/02/04 with revision "E" dated 10/10/13, prepared by Al—Farooq; sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Con -trot with the Notice of Acceptance number and Expiration date by the Miami—Dade• Section. • sheets 01 thrrou 07 "'Oration,* Awe and tion Ret ewaL stamp . • ®_ ty Prosuc of ntrol . •.4 : ••• •••.•• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • • • . ... . .. ..... LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall B® l Or Greater Than..:.. • Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum Fu Of 74 (Uttlmate Siiengtlr�). • • • • • • ��G: Each unit shall bear a permanent label with the manufactt s name gr logos ciy� state, owing statement: "Miami Dade County Product Contr pproved;, ur�ess othol10i58'noted. herein. �..� i • •.• i�•�•i REVISION of this NO netivai application has been filed and thele 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 sliall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0410.19 and consists of this page 1 and evidence pages &-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-1112.16 Expiratjon Date: August 19, 2019 Approval Date: December 26, 2013 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under prev%us NOA No. 04-0608.05) 2. Drawing No. W04--05, titled "Series Tube Mullions", sheets 01 through 07 of 07, dated 05/02/04 with revision "E" dated 10/10/13, prepared by AI-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 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"024, dated 01/14/04, signed and sealed by Edmundo J. Largaespada, P. E. (Subfnitted under previous NDA No. 04-0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loadingper FBC, T�AV 2;2 94 3) Water Resistance Test, per FBC, TAS 202'44' : 00 9 4) Forced Entry Test, per FBC 2411.3.2.1 (b)a4;FAS 2(12'94' 90900 0 along with marked -up drawings and installation diagftW •af an aluminurg . ., 9, fixed window, prepared by Hurricane Engineering & TestingelAd., Test:%el%brt Nod HETI43-1346, dated 09/16/03, signed and sealed by Rafael F, M�-Se&6 41 :„0 0 • (Submitted under previous NOA No. 04-0608.05) 006600 00 00 9 009: 999090 9 00 . 0 0 0 909009 B. CALCULATIONS 000000 1. Anchor verification calculations and structural analysis, compjyirig wit r1jV; 20149.09: prepared by Al Farooq Corporation, dated 03/29/12, signed and seal0d. by: Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0410.19) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 .Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.16 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 10/I5/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-4024, dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada,P.E. •....' ....�. (Submitted under previou s NOA No. 04-0608.05) • • • • • 8. Laboratory compliance letters for Test Report No. HETI-03&1 46, dated•89116/03; • • • • issued by Hurricane Engineering & Testing, Inc., signed alAr Wied by Rafael E:.... Droz--Seda P. E. • (Submitted under previous NDA No. 04-0608. OS) ...... .... ..:..' . .. . . . .. .. .. . ...... G. OTHERS "• •' •' • 1. Notice of Acceptance No. 12-0410.19, issued to R.C. Alums um•lndus ri"--kc. for-" 00* their Series "ML 100 Aluminum Tube Mullion -- L.M.L ", app;dvgd on 0$/24/j2 and••••; expiring on 08/19/14. so so • r ' Jaime D. Gas on, P. E. Product Control Section Supervisor NOA No. 13-1112.16 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—OADE COUNTY APPROVF.O IMPACT AND HON—IMPACT RESISTANT PRODUCTS. u U THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCDY HURRICANE ZONE (HVHZj. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUR.OINO CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD SUM BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED. SPACED AS SOIDI ON GETAD.S. EMBEOMffNT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVM. A LOAD DURATION INCREASE IN USED IN DESIGN OF ANCHORS INTO WOOD INOY. MUERUL4 INq.UCbfOS MIT NOT UMIIED TO STEBIMEM SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE RBDIMIENTS OF THE FLORIDA M OG. CODE SiCTON 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE OEM LOAD REOMO PER ASCE 7 FOR PARTICULAR CPENWG. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENT& STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USINGCHARMON 9EET 3 SELECT MULLION SIZE WITH STEP 4 CUM RATING MCIE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEET O THRU 7 AND ANCHWL CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH GESI?C RATING MORE THAN THE DESIGN LQA)S SPECREO IN STEP I ABOVE TUBULAR SHAPES ALLOY a SOS3—T8 SEE WINDOW OR DOOR APPROVAL •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • fRMINEWHIDPalmtr • •• • • • • • co�No 3" t Miall praUccC SIZES AND SPACING CrAL FLA PE7098 ELAN. OCT Z TYPICAL GLAZING PRM= '9,1: IroWng no. M04-05 1 X 3 ]x w^a 9x 6u"3 T Bi"4 Sx M'J 2.037 1.019 76 1.488 1 X.4 2 X 4 STO. MULLION STD. MULLION 8063-T6 6063-76 eFL—p .000 1-3/4' MM. FOR 3' TUBES B-3/4' MM. ALL OTHM 6 0 ANGLE CUP 6063 -TB Ix 6V"4 Y PY3 8.658 2.876 1-1/2 X 4-1/2 CUSTOM MULLION 6083 -TB 11t 6V"4 8Y Qi"S 8.276 2.759 2 X 6 STD. MULLION 8063-T6 0 NOTCH O TIONAALI OPTIONAL a a N a a 81NL •• •• • • • • • •• • • • • • • • MULLION CLIP • • • • • • • 6083-T6 •• ••• •• • • • •• •• • • • • .. • • • • • Pleontrct leeNatvsfl • • • • • • • .ommlrtYsw[mmeStmfda .... ... ... d�nl �Pmdace .... . ...... . . . .... . .. . . ...... . .. .. .... . . ..... . Cwm FLA. PE tan CAA , ,; OCT j 2413 2x 6i4 8x FY'J 15.203 5.0� 2 X 6 HEAVY MULLION 8063-T6 drawing no. M04-05 i #A, 14, 1cf(36 1A, /, /8 - (INTERPOLATION BETWEEN WIDTHS ALLOWED) Flaatda 9 • ••• • ••• ••• • • • • • . • • • • WIDTH (W) =-I- +2w2 • • • • • • • • ••: MKi3I0 VS •'• ••• • • • • ••• • • • •• •• • • • •• •• RA. PE -k& 7536 Gr` � Ofd 2 5 ?Vl CLAM luD` cn Z _0 3 ww LL til M M: g In to M m � M N 2 oz� n d ce N F 1at, dr*Mng no. M04-05 i DESIGN LOAD 1 8 - MY (TUBE MMION8) 1-1/2 XZ. 4 M.4 4 /M sm. 12X612X8 9 vy DMON LOAD CAPACIT).' - M (TUBE M=Onz,) 1-1/2 yds �p4 SM 4 l0 SM. , BEAYY woo (W)) � SP wt0 (w) MLL SPAN 19-1/8' 26-1/2' Mr 37' 42' 48• 84' 60• 88• 72' 38-3/8' A 504 1550..00 150.0 150.0 19 /6• 2 1/2' 30' 37• 42' 48' 54' 60' 66' 72' 74-1/4" 74.6 150.0 150.0 150.0 150-0 130-0 1s0.0 150.0 50.0 130.0 130.0 130,0 W.8 115.4 150.0 150.0 1511.0 130.0 130.0 180.0 50.0 150.0 150.0 150.0 47.5 1013 148.9 15MO 180-0 150.0 150.0 150.0 50.0 - 150.0 180.0 180.0 38.5 82.8 120.7 150.0 150.0 IWA 150.0 130.0 150.0 150.0 130.0 130.0 33.9 72.8 108.4 180.0 150.0 150.0 130.0 150.0 1504 150.0 150.0 150.0 29.7 63.7 93.1 MA 150.0 150.0 137.8 180.0 150.0 150.0 180.0 150. 26.4 56.6 82.7 150.0 130.0 150,0 124.0 150.0 MO 150.0 150.0 1 232 St.0 74.4 150.0 144.1 150.0 112.7 130.0 150.0 150.0 IMA 1 .0 21.8 46.3 67.7 136.7 131.0 150.0 103.3 150. 150.0 150.0 15&0 1 .0 - 42.8 624 1253 1211.1 15MO 19-1/8' 26-1/2• 30• 37' 80• 86• 72' 59-8/ Is0.0 i5 I50.0 130.0 130.0 50.0 19-1/6' 26-1/2' 30' 37• 4Y 48' 54' aw 68• 72' 84' 51.5 110.4 150.0 150.0 150.0 150.0 150.0 1 0 150.0 150.0 150.0 130.0 37.2 79.7 116.4 150.0 150.0 150.0 142.5 .0 1504 150.0 150.0 150.0 32.8 102.8 180.0 150.0 150.0 1168 150.0 1504 150.0 is0.0 ISMO _70.4 28.8 57.1 83.4 150.0 150.0 1SOA 1 150.0 150. is& 150.0 23.4 50.3 738 150.0 $50.0 150.0 _150.0 89,1 14&1 150.0 130.0 1 150.0 208 44.0 644 1438 140.8 150.0 127.2 150.0 150.0 1 .0 160.0 39.1 37.1 127.8 123.1 150.0 71.2 1148 150.0 150.0 A Is0.0 - 33.2 51.4 115.0 112.6 180-0 64.8 104.1 150.0 150.0 504 15MO 32.0 46.7 104.6 1024 150.0 69.4 9&4 1393 150.0 180.0 1504 - 29.3 428 95.8 938 1804 19-1/8' 26-1/2' 30' 3Y 42' 48• S4' 60' 86' 72' 1 1413 130.0 150.0 150.0 150.0 130.0 19-1/8• 26-1/2' 30' 37' 42' 48• 84• 60• 88• 72' 98' 348 748 10&1 160.0 160.0 160.0 102.0 1540 160.0 150 150.0 150.0 53.4 78.0 150. _ 150.0 150.0 _ 90.1 130.0 ISMO 1 1SOA 150.0 _24.9 22.0 47.2 68.9 150.0 1504 150.0 734 132.2 150.0 - 1 .0 - 150.0 150-0 - 3&2 95.9 125.0 139.8 130.0 643 11&S 150.0 .0 150.0 150.0 - 33.7 49.2 110.1 123.2 +1018 150.0 101.9 $48.8 50.0_ 150.0 ISMO 29.5 4&1 963 _ 1�.0 -5&3 504 908 1323 150.0 15MO 150.0 _- - 26.2 1 3&3 85.6+ 958 130.0 45.0 618 119.0 160.0 150.0 150.0 - 23.8 1 34.4 77.1 68.2 150.0 409 74.1 1084 150.0_ 130.0 Is" - 21.4 31.3 70.1 7&4 144.0 1 378 679 NJ 150.0 150.0 1 IS" I 2&7 64.2 71A 132.0 19-1/8' 28-1/2' 30' 37' 60• 88' 72' 6y 1221 IBRO 1 A 180.0 150.0 1SD.o 19-I/8• 26-1/2• 30' 37• 4Y 48' 1' 60• 88' 72' 1ce' 24.2 513 752 130.0 15&0 160.0 sm 1sR0 1 0 150.0 150.0 150.0 - 378 548 122.6 ISMO 180.0 77.8 147.9 fSU 180.0 150.0 150.0 33.1 4&4 1083 1348 150.0 83.1 1199 F150.0 130.0 1504 180.0 _ - 2U 392 87.8 109.1 150.0 558 150.0 150.0 150A - 23.7 34.6 773 96.1 150.0 _150.0 4&8 92.4 135.0 150.0 IWA 150.0 - =7 302 67.7 84.1 150.0 120A 1504 150.0 IsOA 289 80.1 74.7 1373 38.9 73.9 108.0 INA 150A 1s0A - - 24.2 54.1 873 IZ&6 35.4 872 882 /304 150.0 750.0 - - 224 492 812 1123 32.4 81.8 80.0 130-0 180-0- 150.0 202 45.1 56.1 103.0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • PRODUC • BV11d10$1 • Ameplm • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) Flaatda 9 • ••• • ••• ••• • • • • • . • • • • WIDTH (W) =-I- +2w2 • • • • • • • • ••: MKi3I0 VS •'• ••• • • • • ••• • • • •• •• • • • •• •• RA. PE -k& 7536 Gr` � Ofd 2 5 ?Vl CLAM luD` cn Z _0 3 ww LL til M M: g In to M m � M N 2 oz� n d ce N F 1at, dr*Mng no. M04-05 i 48 DESIGN LOAD CAPACITY - PEF 1319_ 1263 DEMON LOAD CAPACITY - PSF 104.3 150.0 42 46' DESIGN LOAD CAPACITY - PSF 36A 33.7 77.0 673 73.7 64.4 WR4DOW DUES. I 609 53.2 12.7 106.4 ANCHORS TYPE WINDOW DDSs. 57.7 _ 118.4 ANCHORS TYPE 180.0 912 WINDOW DR4S. I ANCHORS TYPE 1029 98.2 150.0 SIOTH M DULL SPANI A2 A4 I AA2 I AA4 B2 I B4 VWTH (2'i) MULL SPAN A2 A4 AA2 AA4 B2 B4 WIDTH (W) MULL SPANI AE A4 I AA2 AA4 82 B4 289 to -1/6' 26-1/2` 30" 32' 42' 48" 54" 60' 68' 72" 38-3/8' 1=0 150.0 1590 150.0 150.0 150.0 19-1/8' 26-1/2" 30" 37' 42' 48" 54' 80' 68' 72' 74-1/4' 122.9 ISOA 150.0 150.0 150.0 ISMO 19-1/8' 26-1/2" 30' 37' 42" 48' 84" 60' 88" 72" 12W 76.0 150.0 145.6 15&0 120.2_ 180.0 77.4 150.0 150.0 150.0 150.0 180.0 150.0 88.7 150.0 ISMO ISMO 140.2 150.0 54.9 109.8 10&1 150.0 86.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 7&4 1SOA 150.0 150.0 123.8 1=0 488 97.0 929 150.0 76A 150.0 122.9 180.0 150.0 INA ISMO 150.0 63.8 127.1 121.6 150.0 100.4 150.0 393 7&8 75.2 150.0 62.1 124.3 108.3 150.0 150.0 150.0 150.0 150.0 56.0 111.9 107.1 150.0 888 150.0 349 89.3 66.3 MIS $4.7 1099 94.7 150.0 150.0 15.0.0 149A 150.0 494 97.9 93.7 150.0 77.4 150.0 30.3 60.6 584 116.0 47.9 959 842 150.0 150.0 150.0 133.1 180.0 439 87.1 83.3 150.0 88.8 1379 26.9 53.9 51.6 103.1 42.6 85.2 759 150.0 145.1 150.0 1 119.8 1 150. 392 78.4 75.0 150.0 61.9 123.9 242 489 44L4 929 38.3 76.6 88.9 1379 131.9 150.0 1069 150.0 35A 712 88.2 136.3 56.3 112.8 22.0 44.1 422 84.4 349 69.7 632 12&3 1209 150.0 99.9 1500 32.6 65.3 628 125.0 51.6 103.2 20.2 40.4 38.7 77.3 319 63.9 19-1/0- 26-1/2' 30" 37' 42' 54' 60" 68" 72" 50_51 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 26-1/2' 30" 37" 42' 46" 54' 60' 68' 72` 84' 1069 150.0 150.0 150.0 150.0 •• 19-1/8' 26-1/2" 30" 37" 42" 48" 54' 60' 88' 72' 132' 69.1 136.3 132.3 150.0 1093 ISOM 130.1 150.0 150.0 150.0 150.0 150.0 _150.0 7&4 150.0 159.0 150.0 123.9 150.0 499 999 95.8 150.0 76.9 Isom 114.9 150.0 150.0 150.0 150.0 150.0 693 1388 132.6 150.0 1098 150.0 44.1 88.1 84.4 150.0 88.7_ 1393 932 150.0 Isom 150.0 1473 150.0 582 1123 1078 150.0 88.8 150.0 35.7 719 6&4 1389 _588 113.0 130.0 150.0 150.0 129.8 150.0 498 -9s.9-1 94.7 150.0 78.2 180.0 318 63.0 603 120.5 49A 999 71.8 43.6 1378 150.0 1139 150.0 433 8&8 829 150.0 6&4 1369 279 55.1 52.7 1059 438 67.1 127.7 1222 150.0 1009 150.0 388 77.0 73.7 1473 60.6 121.7 248 49.0 469 93.7 35.7 77.4 578 1149 110.0 1504 909 150.0 34.6 693 883 132.8 54.7 1099 224 44.1 422 84.4 349 69.7 522 1049 100.0 150.0 829 150.0 319 63.0 603 1208 499 999 20.0 40.1 383 76.7 31.7 633 47.9 959 91.7 160.0 75.7 150.0 28.9 57.7 55.2 110.5 45.8 91.2 1&4 38.7 352 703 29.0 58.1 19-1/8' 26-1/2" 30" 3Y 42' 48" 54' 60" 68' 72' 60" ismo 150.0 150.0 ISMO 150.0 150.0 18-1/8' 26-1/2" 30' 32' 42" 48" 54' 60" 66" 72' 98' 95.1 130.0 150.0 150.0 150.0 1500 19-1/8" 28-1/2" 30' 37' 42' 48' 84' 60' 68' 72' 144' 83.4 12&7 1213 ISMO 1002 150.0 1099 130.0 ISMO 150.0 ISOM 150.0 68.6 1372 1313 150.0 1089 150.0 45.7 918 878 150.0 723 -150.0 144.8 97.0 150.0 150.0 150.0 15mo 150.0 60.6 121.2 11&0 150.0 95.8 �. 150.0 40.4 80.8 77.3 S3.9- 127.7 78.6 150.0 1504 150.0 1243 t50.0 49.1 96.3 94.1 150.0 77.7 150.0 329 658 62.7 125.4 51.8 ~ 103.6 693 1388 1329 150.0 1098 150.0 43.3 8&8 82.9 1504 88.4 136A 289 57J 552 S 108 45.6 912 80.6 121.2 11&0 150.0 959 150.0 379 759 729 145.0 59.9 1199 25.3 508 48.3 98.7 39.9 799 539 107.7 103.1 150.0 85.2 150.0 33.7 67.3 64.4 12&9 53.2 106.4 _22.4 449 43.0 859 _359 71.0 _ 488 97.0 929 150.0 150.0 303 60.6 ^ 584 116.0 47.9 959 20.2 40.4 38.7 77.3 31.9 83.9 _76.6 44.1 88.1 84.4 150. 69.7 1393 279 55.1 52.7 � 105.5 43.5 87.1 1&4 30.7 35.2 703 29.0 5&1 40.4 809 773 15011 639 127.7 253 50.5 463 96.7 39.9 79.6 8.8 169 33.7 32.2 64.4 --- 53.2 To 18-1/8' 26-1/2" 30' 37' 1449 150.0 150.0 1SOA IWO 150.0 19-1/8' 28-1/Y 30" 37' 849 150.0 15MO ISOA 133.6 150.0 AHOtODRS tYPE OR 84 �� L OU ANdtaR6 TYPE AZ OR 64 INSIDEOi'S TO Oi SHAPE 1048 130.0 ISMO_ 150.0_ 150.0 150.0 81.0 122.0 116.7 150.0 96.4 150.0 _ 923 150.0 150.0 150.0 146.0 150.0 53.9 107.7 103.1 150.0 852 150.0 749 149.7 1433 180.0 118.4 150.0 43.7 87.4 83.6 150.0 69.0 138.} 1 48 5 1319_ 1263 150.0 104.3 150.0 42 46' for 36A 33.7 77.0 673 73.7 64.4 147.3 t289 609 53.2 12.7 106.4 57.7 _ 118.4 i io.S 180.0 912 150.0. 1029 98.2 150.0 81.1 tWA 54' 299 589 573 1149 47.3 94.6 MULLION 80' 482 823 88.4 1500 1 73.0 14&0 80' 289 839 81.6 103.1 424 85.2 yyy 68' 424 83.9 803 150.0 6&4 132.7 86' 249 49.0 469 93.7 38.7 77.4 GLAZ00 GLAZING~ 72' 38.5 77.0 73.7 1473 609 121.7 72' 22.4 449 43.0 85.9 35.5 714 PROD= PRODUCT •• ••• • • • • • •• • • • • • • • • • �ANg10RS • • • • • • • • • � • • •• • • • • ••• • 1'84 ING Po�tOD= Gm RO UCT �iTA9. /1 GLAZM PROD= MULLION SPAN S MACH 3 TYPE AZ A4. 82 OR 84 NOTE: • • • • • • • • • yF1 1112 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • 000 . • • • • • LOCATIONS AT HEAD. SILL OR JAMB ENDS. EW. JAW AHM cmL FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. TYPICAL MULLION ARRANGEMENTS Ep FIA PE 379892. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)• • • 0:0 ••• 00: ••: 000 Wt +W2. C.A& s78 • . . . • p R�TK • • • • • • • • • • a+ a4atl,oFtmrde droning no. •'� ' AT�HORS •'• • 3 ��•q1�' r ;' !; ?�l3 004-05 tau Coutm ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • &l 1-i/4 MIN. EMBED IMO 1/4- WTI K= CON n 1-1/4- MIN. EMBED INTO MASONRY 1/4. 111131 KWpC CON 9 1" 1-1/4' UK EMBED INTO MASONRY MIN.DIST. 1/4. HLT1 WIN CON II 1-1/4' Mpt, EMBED INTO MASONRI' tIR�� /p •V 2 PER CUP (1 ON EACH YANG) 1 PER ANGLE 3" 4 PER CUP (2 ON EACH WING) 2 PER ANOLE � .. ., .f v. •.} ••' v •, '". ,. v ... .. • •.• ,'' • s •'a as N: �.' •1 61^ t( t l I I `• � 11 I I h '� � 8� 1 1 1 t CUP 2 X 2 X 1/g' j..-------------�I 18Y 1 1 WOOD FLOATING CUP 1 i i I 2 X 2 X 1/g" ALUM p< a d1h O 1 1 WOOD SUCH 1 1 I I ALWA AN4i� 1 1 BUgC 1 I I I I u u ANGLE Q 0 1 I 1 1 i 1 1 I 814 SMS I i 2 PER �' 1 1 1-3/4. O.C. MIN. I 1 1 1 1 I I 1 g/4 5195 2 PEik ANGLE I I 1 I� (p` I I 1 I 1 1 1 1 I 1 I I 1 I 1-3/4. O.C. MIN. I I W V) 4@}. 2-3/a/O.C. MIN. �d E FOR AL1. OTHER 7U8ES q el O 1• MIN. 1/4- MLTI K" CON 11 1-1/2" MIN. WOOD PENETRATION 2 PER CID' (I ON EACH WAIC) 1-1/2- MIN. WOOD PENETRATION 1/4- FULTI KW6C COPT 11 1-1/2" M111. WOOD PENETRATION 1/4" ML71 KWgC CON n 1-1/2. MIN. WOOD PENETRATION Z EDGE GIST. I p� ANq.E 1- MN. I" IAN. 4 PER CUP (2 ON EAdC WINO) 2 PER ANDIE 0 i I I OLSI'. W .1 LL 3a I i 1 I � -•.0— 1L___-,.•____.t 1 2gY Ip000 1N1IXt i i OR i It I I FLOATPKi CUP I i 2 X 2 X I/r ALUM ANGLE 1 1 29Y WOOD SUCK i 1 A______________..1 OR 1 I I I 1 i i FLOATING CUP �I I I I 1 2 X a X i/S' ALUM ANGLE i I It 1 1'mD STRUCTURE I I r� STRI40YM I 1 I I I I I J4� a ANGLE 1 1 I I I 1 t 1 1 t Ai4 SMS I I O 1 i I I 1-3/4. O.C. MIN. i I f I I t I 2 ANGLE I t 1-3/4. O.C. MIN. L F'OR 3- TUGS 2-3/4' O.C. MIN. 1-3/4- MIN. FOR ALL OTHER TUBES gg gg R 6 ��ss 4 ESE CW.ANCHORS TYPE 'Al' c L t I • • • • • • • • • 1. --------•A • • • PRODucr Y vmtnarldn t 1 i 1 I ... ... No 3.. iF0 C ... �z9 E^gr: A M AWAD �CAFI SSJBY 1 ALTERNATE Ct0L1G0 • • • • • . • • • . . p 6. odxt C _,, ,�; • LCLIP • • i • • AUPCN A FT S RWNMAY BE HU OR FLAT M.ML�ooao' F moo iU• /('(j dlawi no. ANCHORS TYPE 'A2' qt. � 2 � 2nq� M04-05 sheet 5 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' Ha• NiN. E6n r CON B 2-1/2• MIN. 1-s/afeEo wr0 MASONRY EOOE DIST. 2 PER CUP (1 ON EACH WING) .. 'tis •' I '•".. .'; .. 12-1/2' MIN. MASMM p�OR 2 1/2' MIN. CONCRETE am Ow. 1/4• HMM RUN CO I1-3/4• AVN. MEED INTO M I PER AN NO CLP 14 SMB 2 MOLE 1-3/4. O.C. MIN. FOR 3• TUBE 2-3/4' O.C. MW. FOR ALL OTNER 7lfBES 3 SCREWS PER ANGLE —t-3/4" 11 t/a• wLn Ifwdt corN u MUL EMtNA IMO #AA'SONRY 2 PER CAP (i ON EACH YANG) .. • it- ll' z2X2x1 ' � � t/a• Nun KMcoal o t/a- Nan tame CON a NN. EUSED INTO MASONRY t -S/4' MIN. EMBED WO MASONRY t CUP (2 ON EACH YANG) 2 PER M9GM � .. , 'I is is • • • • • • • • • • • • kRONMM 3 Nllwni D P, at ALL CUPS TO PIT SNUG INTO TUBE MMIJONS. • • • • �APNY.S•lgI BE NO" FLAT•NEAD. • • • • • • • • • • • • • • • •• • • •• • • • • • ••• CLgl6 QR AN11t[�CONNEOjED WRECTI.`aMW TO. 8E PROTECTED WRH ALWLLI-RESISTANT COATMOS. SUCH AS Brt1AdINOUS PAW OR WATER -VOTE MLiHADMM UC6WL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •f• • • drawing no. M04-05 NRY OR2NB• VE FLOATG CUP ALUMAOE of J 2FANLE EG t_3FOR r TUBE ! I 2-3/4'OTHERO.C. M. 0 Q q FOR ALL TUBES 3 SCREWS PER ANGLE �1 ANCHORS TYPE %M' y O W WW u m a 04 W n N M �N =Z D-' N • • • • • • • • • • • • kRONMM 3 Nllwni D P, at ALL CUPS TO PIT SNUG INTO TUBE MMIJONS. • • • • �APNY.S•lgI BE NO" FLAT•NEAD. • • • • • • • • • • • • • • • •• • • •• • • • • • ••• CLgl6 QR AN11t[�CONNEOjED WRECTI.`aMW TO. 8E PROTECTED WRH ALWLLI-RESISTANT COATMOS. SUCH AS Brt1AdINOUS PAW OR WATER -VOTE MLiHADMM UC6WL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •f• • • drawing no. M04-05 LTW STRUCTURES (STEEL OR ALLM. 1/8' LIW. THTC STEEL : fy - 38 KSI WL ALUMINUM : 8083-15 UK nim 3 14 SNS 2 PER ANGLE 1/4' O.C. MN. ANCHORS TYPE '02' 2X2%1/8' ALUM AN 14CMANTRi TUBE MULLION B10 F.H. / SIDE 1/8' THICK ALUM CHANNEL 1 i LENGTH To FIT SNUG INTO MUUJON ; ; —TUBE MULLION MEM STRU (STM AU /8' MN. THICK) STEEL : Fy - 38 HSI MIN. ALiRdNUM : 8083-15 M1N. F110 4 SMS OR 1/4' TEO PER CLIP ON EACH YANG) Espy: W AWM CM ... •PlRODUCFR�'HLVHD E Cd1.R35382 •comWyloBwlth lho Plaids A ANCH82 DdOIL • 1 • i i • • i • i 019 7' METAL4d METAL dOt NWIMON• • • • • USE CHARTS FOR ANCHOR TYPE '84' Ta VERIFY CARACOY OF CONNECTION % 1} ?f!t3 SEE SHEET 4 OF 7 FOR ANCHOR CHARTS ••• • • • • ••• • • • • 1 1 • • FLOATING CUP • I I pp14 SMS 2 PEk ANGLE 1-3/4' O.C. MN. FOR 3' TUBE • • 2-3/4' O.C. MIN. • • FOR ALL OTHER TUBES ANCHORS TYPE '84' 3 SCREWS PER ANGLE Espy: W AWM CM ... •PlRODUCFR�'HLVHD E Cd1.R35382 •comWyloBwlth lho Plaids A ANCH82 DdOIL • 1 • i i • • i • i 019 7' METAL4d METAL dOt NWIMON• • • • • USE CHARTS FOR ANCHOR TYPE '84' Ta VERIFY CARACOY OF CONNECTION % 1} ?f!t3 SEE SHEET 4 OF 7 FOR ANCHOR CHARTS ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 *1 H lk- -:1 1: drawing no. M04-05 sheat 1