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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: • Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: 5610 CASSIA DR., FORT PIERCE Legal Description: INDIAN RIVER ESTATES-UNIT 09- BILK 72 LOT 25 (MAP 34/12N) (OR 4004-2826) Property Tax ID#: 3402-610-0083-000-1 Lot No. Site Plan Name: Block No. Project Name: SCHLAEPER Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: REPLACE 20 WINDOWS WITH IMPACT USING LIKE SIZES. NO STRUCTURAL CHANGES BEING MADE. CONSTRUCTION INFORMATION: Additional work to e er orme under this permit—check a apply: E1HVAC 11 Gas Tank Gas Piping _Shutters Q Windows/Doors 11 Electric ❑ Plumbing Sprinklers Generator ❑ Roof Roof pitch Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: $ 17,659.00 Utilities:cn Sewer Septic Building Height: OWNERf LESSEE:Christian Schlaeper CONTRACTOR:BRUCE M TYRRELL, JR' Name Christian Schlaeper Name: BRUCE M TYRRELL,JR Address:5610 CASSIA DRIVE Company: KAMRELL WINDOWS & DOORS City: FORT PIERCE State:FL Address: 2201 SE INDIAN ST Q-4 Zip Code: 34982 Fax: City: STUART State:FL Phone No.772-307-1781 Zip Code: 34997 Fax: E-Mail:CHRISTIAN.SCHAEPER@EMC.AG.COM Phone No. 772-288-6205 Fill in fee simple Title Holder on next page ( if different E-Mail: ADMIN@KAMRELL.COM from the Owner listed above) State or County License: CGC061180 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. fie...'`5 �� a c'lyft V' a�U`aT � 7� � r+k+te r a•., aw, r DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: ., Not Applicable Name: Name:E Address-! ` _ Address: s _ City: State: City: Sta te: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name:_ Name: Address'_ Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects,perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools, fences,walls, signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the job site before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/Lessee/Con ctor as Agent for Owner Signature of Contractor/License H er STATE OF FLORIDA STATE OF FLORIDA M� COUNTY OF I n(,4 itI in COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this fTt'day of :9pieplamr 201[ by this r' kbay of i 20 a by &o (e m.r 7ry rre J'r. eme M. J-r- Name of person making statement Name of person making statement Personally Known t-� OR Produced Identification Personally Known I.—OR Produced Identification Type of Identification Type of Identification Produced Produced S/6'v � 2w&L (Signature of N t-wi (Signature of Notary Public-S t o Y'.,( SUSAN M GODDARD SUSAN M GODDARD Commission No. '�� Commission N .�`,,Y�i,,,,'�. Florida Notary PubllisE�te of Florida 4;,*.Is �p ry Public g9WJ •_ Commission N GG 033219 = Comrhlssion N GG 033219 �, My Comm.Expires Sep 25,2020 =; My Comm.Expires Sep 25,2020 n. REVIEWS FRONT ZONING SUPERVISOR PLANS VE E T TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 SCHLAEPER - 5610 CASSIA DR., FORT PIERCE - EXPOSURE C RF HGT 25' ZONE 4 #1 - CGI - SERIES 130 FIXED 11.75 X 71 .75 5.85 SQ FT +42.3/45.9 919 - - - - - - - - - - - - - - - - - - - - - - - -� 17-0918807 DP +80/-80 3 30 3 #2 - CGI - SERIES 120 2 PNL HORZ ROLLER 918 35.75 X 47075 11886 SQ FT +42.3/-45.9 NVS E ; 17-0918809 DP +65/-65 2ND FLR 16 ( 728 ) 16 ; #3 - CGI - SERIES 120 2 PNL HORZ ROLLER 95.75 X 35.75 23.77 SQ FT +40.5/44 ' 17-0918809 DP +65/-65 # 17 #' S 497913921 -CGI SERIES 120 2 PNL HR 59.75 X 35.75 14.83 SQ FT +42.3/-45.9 920 ' 17-0918809 DP +65/-65 # 15 #6 - CGI SERIES 120 2 PNL HR 71 .75 X 35.75 17.81 SQ FT +42.3/45.9 17-0918809 DP +65/-65 #16 #' S 8-11- CGI SERIES 238 PROJECT OUT 44 X 18 585 SQ FT +42.3/-45.9 17-0918806 +110/-121 .4 96 WS 128L20 - CGI SERIES 120 2 PNL HR 94 35.75 X 35.75 8.88 SQ FT +42.3/-45.9 1ST FLR 17-0918909 DP +65/-65 #14 - CGI SERIES 130 FIXED #7 23.5 X 23.5 3.84 SQ FT +42.3/-45.9 17-0918807 +80/-80 #15 - CGI SERIES 130 FIXED 914 36 X 25 6.25 SQ FT +42.3/-45.9 O #21 #3 17-0918807 +80/-80 #16 - CGI SERIES 130 FIXED e � 36 X 47.5 11.88 SQ FT +42.3/-45.9 98 99 #10 911 #12 1 17-0918807 +80/-80 #' S 17& 18 CGI SERIES 130 FIXED #2 36 X 18 485 SQ FT +42.3/-45.9 #13 17-0918807 +80/-80 #19 - CGI SERIES 120 3PNL HR 95.75 X 35.75 23.77 SQ FT +40.5/44 17-0918809 +65/-65 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4469568 OR BOOK 4168 PAGE 2257, Recorded 08/14/2018 08:55 : 17 AM A:'rr-.ARPCOknIN(i-1Z I''13NTO. PERMIT NUhf6ER: NOTICE OF COMMT,NCEMENT The undersigned hereby gives notice that improvement will be made to certain real properly,and in accordance vath Chapter 713, Florida Statutes,the fohoving information is provided in this Notice of Commencement. I. DESOUP7•ION OF PROPERTY(Legal description of the property R strew address,if,avail able)T.Ax FOLio no.: 3402-610-0083-000-1 SLittiMSTON BLOCK TRACT I.O'f BLDC UNIT INDIAN RIVER ESTATES-UNIT 09-BLK 72 LOT 25(MAP 34112N)((OR`,4�0'04-2826 5610 Cassia DR Fort Pierce,FL 34982-3781 ?.GENERAL DESCRIFTSON OP SirIFRO VEbSEi 1T: R F P LACE V V�N�O WS 3. Owt;ER tNFORM AI'lON OR LESSEE INFORM AT]ON fPT[fE I,�SSEF.CONTRACI'EU FOR Ttll;Ih'IPRO�'f:h1.F.NT: a.Nan,eand addrea,.Christian Schlaeper Carola Schlaeper 5610 Cassia DR Fort Pierce, FL 34982-3781 b.Inlomm in p•opuay. OWNER -•-- - c.Name and addrea ePfec simple tideholder(if different tTom Owncr listed about) -. A. a.CONTRACfOR'SNAME: Bruce M.Tyrrell Jr. Kamrell Windows and Doors Cmtrawir's addre:,:2441 SE Golfwood Dr.,Stuart,FL 34996 b-Phoneoumber:772-288-6205 S. SURETY(ifapplicab(e,a copy of the payment bcad i,attached). a Name and addrets: -- b Phone number. c Amounl Of bond.S 6 a. Lender's add,csa'- _,__ b.Pbmm number. 7. Persons within the State of Florida designated by Owner upon\Nhom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a.Nance and a ddresa: ..-- -- b.))hone.w bttsof desiputed persons. S.a.In addition to himself or herself.0lmlcr designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b.Phone mink,m orperson m'entity designated by Owner. -. 9. Txpiration date of notice of commencement(the expiration date«•ill he l year from the date of recording unless a ditTerent date is specified): ,20____• WARNING TO OWNER, ANY PAYMENTS MADE BY THE:OWNER AFTER THE Ek PTRATTON OF THE NOTICE OF COMMENCEMENT AREA CONSDERED XfPROPER PAYh'IPNTS INI DER CHAPTER 71., PART T SFC-1'E0N 713.1.3,FI ORW.)A STATUTES AND CAN RESI 0,T 1N YOUR.PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CoXI"I ENCFEMENT MUST RE RFCORE)FT)AND POSTED(W THE 1QB STTE BCFORE THE FIRST INSPECTION IF YOU ENTFND TO OBTATN FIN ANMG COYSUI T WITH YOUR LUMER OP,AN ATT)RNSY BF.F RF.C CTNC.WORK OR RFCORDTNG YOUR NOTICE OF C— MMEi 1S'LMENf - Christian Schlaeper (Signature o wner(ir Qtqce,or Ovnier's or Lessec's (Print Name and Provide Signawn''s Title/Office) Authorized Officer/Direct (Partner/hiattAgcr) State Of r(— , I.-A Count'of S r—�t:C,-- ('4 The foregoing instrument Nvas acknowledged before me this day of TC/L �4 20 b{ � A, f" 6`p as Dw6V1�0� (name of person) (type of authority,..,e.g.officer,trust",attomey u(fact) ror (name of party on behalf of whom instrument was executed) Personal lyKnomi_or Produced Identification L— TypeofIdentiticationProduced 00� Ken Klpgta r,NOTARY PUBLIC (Siguaturtj' 'otar ublic) STATE OF FLORIDA (Print.Type,or Stamp Commissi tied Name of Notary Public) Com *00038007 Expires 11/3112020 kcv.lu-I5-1� Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.1(3). Converted to Vasd according to R302.1.2.1.1 SCHLAEPER 5610 CASSIA DRIVE FORT PIERCE MIAT"!-DADE MIAMI-DADE Cot)' Tv PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoWeconocnv CGI Windows and Doors,Inc. Ii11-00 NW 25b Street Miami,FL 33172 SCOPE: h s NOA is being issued under the an 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(AIIJ). This N-;A shall not be valid after the expiation date stated below. The Mi=-i-Dade County Product Control Section (In Smiiami-Dade County'i and/or the AFU(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. 11'this product or material fails to perform in the accepted mprner, the manufacturer will incur the expense of such testing and the Alli may immediately revoke, modify, or suspend the use of such product or maternal: within their jurisdiction. RER reserves the right to revoke this acceptance, if it is detemmed by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described 'herein, and has been designed to comply with the Florida Buriding Cu de, including tre High Velocity Hurricane Zone. DESCRIPTION: Series "238"Aluminum Protect Out Window-L PdLI. APPROVAL DOCUMENT: Drawing No_W99-04,titled"Series 238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01/05/18, prepared by Ai-Farooq Corporatiaa, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Contrrol Rev-1sion stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT P.ATLNG: Large and Small Missile Impact Resistant 1 raBEL-NC: Each unit shad bear a permanent lzbci with the manufacpser`s naTMe or logo, city, state. modei/series. and Bollowmg statement: "Miami-Dade Coru-,ty Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T'Fd2 qI iAT ION of this NOA will occur after the expiration date or if there has:been a revision a. change in the materials, use, and/or manufacture of(he product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate the NOA. Failu're to comply Nrid-, any section of this NOA shall be cause for termination and removal of No A. _ DVERTiSEAT .NT: he ?dOA -amber preceded by the words ilia i-Dade Count.,, Florida. and fob ,:ed by the expiration date may be displayed in advertising li emture. If any portion of the NOA -is displayed,then it shall be done :,, its enL e INsPE�—HON; A copy of this entire NOA shah be provided to the user by the manufacturer or its distributors and shall be available for ins-ocction at the lob site at the request of the Building Official. lei s NOA revises and renews NOA No. 1� 051s 21 and consiss of this page 1 and evidence pages E-1, E-2,E-s and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by 1Ylanuel Perez,P.E. 1 -- NOA No. I7 09I8 n6 M334M E)ADE-CO=�'�"- If E iratian Date: October 3T,2023 Iidd,eli9sg- �kpApprayslDate: January 18,2018 11,5 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturers die drawings and sections. (Suhmitted under NOA's No. 96-0717.04 and 99-0329_02) 2. DrawingNo. VV"99-64, titled "Series-238 Alum. PrejectOut Window", sheets 1, i.l, 2, 3, 4, 5, 5.1, b and 7 of 7, dated 01/21/99, with revisionI dated 04/10/15, prepared by Al-Farooq Corporation, signed and scaled by 3avad Ahmad, P.E. B. TESTS i. T-st report._. on: 1) jJnifol,rm Static A P c Ur ar sse Test. Loading per FB A 2 0 C T2✓�n - 2)Large Missile in,pact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along wiith marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite" P JB interlayer, Duraseai® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories. Test Report No. C"I LA-3056 `vVA, dated 03/03/15. sued and sealed by Ramesh C. Patci P . ?. Test reports on: I Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile impact Test per FBC, TAS 201-9^-. 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont"Butacite"P-VB interlayer, irrraseal® and Super Spacer, insuiatin_ lass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, F.E. 3. ,Pst reports on. 1; Umfoin, Static Air Pressure Test. Loading per FBC TAS 202-9' 2) arge Missile hmpact ,cost per FBC TAS 201-94 3) Cyclic ytV'ind Pressure Loading per FBC, TAS 203-94 %:Ong with rriarked-Up drawings and ins Elationuaa-a',i of a series 23" aluminum Exed window, to qualify DuPont"Butacite"PVB interlayer, Duraseal(k and Super Spacer insuring glass spacer prepared by Certified Test Laboratories, Test Report No. CTI A 3£356 WC,dated 04/i6;!I5, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Tn filtration Test,per FBC, TAS 202-94 2) Uui;o=, Static Air Pressurc Test Loading per FBC TAS 202-94 31 :Niter Resistance Test,per FBC, TAS 202-94 4> Forced Entry Test,per FBC 24113 2.1, T AS 202-94 along .:''n marked-up dra`mgs and installation diagram of alp^im m casement, project-ou- and faxed wi dows, prepared by Hurricane Test Laao-at.0 y, h1c., Test Reports No. HTL-0080-030 _' and L-00800 9055-+"s71, dated 08/08/08. ail signed and sealed by Vjou3. Abraham, P.E. SuSmi ted underN/?9 No. O.as-101-0.03) Manuel Pe Z, C E., ''... Product Control - er NOA No, 17-0 _ .05 Er?iratioL tla€e. October 3-i,2023 Approval Date: Jan_Lar v 1S,.2018 F- 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPT ANCE: EVIDENCE SUBMITTED B. TESTS (CONI7NUED) 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 marked-up drawings and installation diagram of an aluminum project-out window, prepared by Hurricane Engineering &Testing, Inc. Reports No. HET"8-2143, HETI-08-2344, RETI-07-4298 and HETI-074287, dated 06/27/08 and 07/17/08, all signed_and sealed by Candido F. Font, P.E. (Submitted under NO No. 03-1010.03) 6. Test_reports on 1) Air Infiltration Test, ner SFBC,PA 202-94 21) Uniform Static Air Pressure T est, Loading per FBC TAS 202-9'r 3) _Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3 2_1, TAS 202-94 along with marked-up drawings and installation diagram of aluminum easement, project-out and fixed windows, prepared by Fenestration Tes ng Laboratory, Inc., Test Reports No. FTL-1055 and FTL-1019, dated 10/18;i94, signed and sealed by a V, 1 n E mi I�i.iii, (Submitted under NOA.No. 96-0717.04) p 1\ ! QP i I T - Pl. T 7� 1 yh 7. TeSt reports on: i) _:arge 1vti5Sne Impact I L p.,_ l'. _ i-9-.. 2) Cyclic 'FTind Pressure Loading per FBC, TAS 203 94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane T est Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08,196 and 12/23/98 respectively, all signed and sealed -UV Timothy S. Marshall, P.E. (Submitted under A'OA 3 No. 96-0717.04 and 99-0329.02) C. CALCULATION'S ., Anchvr vet' at on calenlatlons anal structural analysis, Complying w ffii FBC 5th Edition(2014), dated 09/03/14, prepared by M-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. (Submitted under NOA No. 14-0913.08) 2. Glazing complies with ASTM E1300-0_ D. =JALITS ASSaF_R_kNCE 1. riam,made pep rurent of Regulatory and Economic Resources (P, c). Prodact Controi E -min r NOA No, 17- .06 E%Uiration Date: Octo'Cer31,2-023 Approval Date: jannaryy18,20s.-8 E-2 CGI Windows and Doors, Inc. NOTICE'OF ACCEPTANCE: EVIDENCE SUBMITTED E, MATERIAL CERTIEICATIaNS 1. Notice of Acceptance No. 14-0916.11. issued to Kurar ay America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2_ No-Lice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Sallex UP Composite Glass Interlavers w th PET Care" dated 06/19/14,expiring on 12/11/18, 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for weir "Butacite2) PVB Glass Ltterlayer" dated 04/25/15, expiring on 12/11/16. Notice or n No. 14-0422.17 lssiled to Eastman C emi-cal Coin any ,rUA) -e. '1Jti:.0 Ll ili;.CeptanCe 1 p for Heir"Saflex Clear and Color Glass Interlavers" dated 06/19/14, expiring on 05/21/16. l . STATE°IiEN':S 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest, dated 09/03/14, issued by Al-Farocq Corporation, signed and sealed by lavad A_2mad, F.E. r"Submilted 11nder IVO.,4 A'o. s 4-097_.0R': 2. Laboratory compliance letters for Test Reports No. CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, issued by Certified Test Laboratories, -me., dated 08/08/08, ail signed and sealed by Ramesh C. Patel, P.E. 3. laboratory compliance letters for Test Reports No. 1 1,4080-0301-07 and L-0080-0905-07, issued by Hurncane Test Laboratory, Inc., dated 08,/08%08, 1121 signed and sealed by \'into J. Abraham, P.E. %Sat; n ed wnderNO ��608-1019.83) 4. Test Proposal for the Qua.lfication of ButaacitEO _PCB .glass interlaver by Kurarav America, 111nc., as well as Dura-sea-10 and Super SracerO Standard wartn,-edge flexible insulating glass spacers; dared December 16, 2014, issued by RER, Product Control Section, sued by,lanne Gascon, RE.... SupCI ViSor, Product Control Section. G_ OTHERS 1_ Notice of Acceptance No. 11-0915.08, issued to CGI Windows & Doors for their 5ei'eS u2J 8" Aluminum Project,-Out Window - 1,M,I. appro-ved on 02/0-5/15 and e i n/Ii /1p �..itir•itg �� F Manuel Per z, E, Pr o3nct Conkrat Exa�.F�er NOA No. 17-0918.06 ExP.ratlon.Date: October 31,.2023 Approval Date. January 18,2018 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DP,AWINGS 1. Drawing No. W99-0' titled `'Series-238 Alum. Project Out Window', sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01./05/18, prepared by Al-Farooq Corporation, signed and scaled by Javad Abroad,P.E. B. TESTS 1. None. C. CALCITLATIONS 1. Anchor verifca`ion calculations and structural analysis, complying wnh ;~B`: 6' Edition (2017), dated January 8, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad P lunad, P.E. 2. Glazing complies with ASTM E1300-09/12ae D. QUALI.11A ASSURANCE i. Mlami-Dad--Department ofRegullatory and Econonuk, Resources (l-'�). E. NUTERIAL CERTI-11CATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Inter layers" dated 12/28/17, expiring on 07/04/23. 2. Noticc of Acceptance No. 17-0712.03 issued to Eastman Chemical Company iNT IA) -- tr'cir "."Sallex C —Sallex and Sailex h Cv?iip G9ite �:alaSB Tnte3'layer5 �.itri PET Core" dated 09/07/17, expiring on 12/1_1/18. 3. lvotice CI A" e7t2i:;.e 1'*TO, 16-i1i 7..;,1 'S�iied t0 i'ii1:c3.rii"v Aii..c faa. Inc. for heir rosi_folw vitraciear, Clear and Color P . rI—terlayers" u^,.led 0'/_9'1 / exp.rnL, or, 07/08/19. a. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Sal ea Clear and Color Class Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of confotrmance, Of complying,xvith EBC 55" Edition. (2014), with EBB. 61 Edition (2017) and of no fin❑nc; al interest. dated Aug-ast 30, 2017, issued by Ai- i arooq Corporation, sly ed and sealed by Javad Ahrnad, P.E- G. OTHERS i Nonce of Acceptance �Vo. i9-�7JI2.L i, Ss'ueCt i0 l,vl �'V IridvwJ anii LOOTS, u`li'.. 'or I.11elr Series "238" Alummllm Project Out Window i,Ai1. approved or. 09/17/15 and expiring on 10/31/18. c iY43liuel r -oduct Contro!Ex ..iner NOA No. 17-0918.06 Expiration Date: October 3-1,2023 A.prrovai-Date: January 18,2018 E_G El GENERAL WINDOW SECTIONS - wvENOWw WIDTH or U FLANGE FRAME {� �� NL, OF Z �I "'LJ� D.L. CPG. O I- c, tq�lz!� 7 I�; I WW-7" v� W mI' 1I X c E Z h al /\ MAX. TYP. III q Z Q 4 l a l SNUBBER HEAD/SILL it I 1 � �o 0 i. . pN � � 1�� CORNERS y I -o o �wm In w 6 c /1i A __= I � s � Cf 4 z_I s 1 - - II Q 'J c a G m u� of 1 QI >I� o!a 7- x=I-_ -/- µ--- -IT .6z1. cg W � _ n FOR GLASS TYPES, e O REFER TO 4 1/2' 6" 3 3 ETS D.L. CPS. SHE 3 AND 4. D.L. CPS, 2 1/2" P2 �—� 0 of VENT WIDTH ? VENT WIDTH 1" 10" R 17" ,I U O W SEE SHEET 6 w w x WINDOW WIDTH LSURFACE APPLIED I i I I: FOR CAPACITY 0 H= LL 1 WINDOW WIDTH FALSE MUNTINS O H c3 I a 'D En EXTERIOR o I OPTIQNAL a TYPICAL ELEVATION (FLANGE FRAME) ¢ 3 N M so s jl. I 6 MAXIM MULTI POINT LOCK 4 C z W AA 9A. BY 'TRUTH' (. f CAM LOCKS ALT. TO CAM LOCKS w _ C I 30 , - I 2 LOCK POINTS r I z ALL SIZES n I M,S;. WOW. LOCK N () WIDTH PONS l ��- ® r v !I 42" 2 I 63" 3 I ! I1 B4" 4 z'" Cam" II��II i 4 m 1 FOR MULLION/MULTIPLE UNITS, REFER TO c 0 NOTES: SEPARATE CGI MULLION N.O.A. <!I !< THIS PRODUCT HAS BEEN DESIGNED AND TESTEDTO COMPLY WITH THE <i� 8- REQUIREMENTS OF THE 2017 (61H EDITION) FLORIDA BUILDING CODE _ �b z �Iz INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE - - - - DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS - �'Liz THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.TO THE BUILDING STRUCTURE. INSTRUCTIONS: oSHUTTERS ARE NOT REQUIRED. �+ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEiAILS USE CHARTS qs FOLLOWS. �>AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ®g69......® ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE �� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �V ® � USING'APPLICABLE ASCE 7 STANDARD. �HN O p q `�� ...• _..11 /� I II ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. STEP 2 U U LUfB o �.•' `io NSF •® i SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD 's MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CAPACITY OF DESIRED GLASS SIZE/TYPE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED 0.79692 d a n REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. STEP 3 USING (CHART ON SHEET 6 SELECT ANCHOR OPTION as complying with the Florida WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Building Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION IN STEP 1 ABOVE. NOA-No. 17-0918.06 Q m O FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON Expiration Date 1 31/2023 %® °° B FaYE GF �W�e �dr;owi;ngOF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 4 Pi SHEET 7 TO DETERMINE CAPACITY. 1RI .. �°�� WATER INFILTRATION RESISTANCE ETC. s� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 By /��B® AND TO BE REVIEWED BY BUILDING OFFICIAL SHALL.APPLY TO ENTIRE SYSTEM. Miami ade ProductCon I /it gg�j��!\oY�, sheet 1 of 7 , �m - 03 WINDOW WIDTH GENERAL WINDOW SECTIONS of EQUAL LEG FRAME VENT WIDTH i m Ww-1 1/2" it Z M ICI D.L. OPG. 0 \ F iI 0 I zttal 1ww-s 1/2" W ! 6" MAP. Tto ¢ O 1 d o c HE N rho N r'j` u i W J CORNERS RS o I 0W K!I SNUBBER 2 'V` c 0, 2Cm oil w o�� i 7 n - II III � � � jI lI s O� 0 '' z - o z ci 11 z = ro+ii 27S w U ' \„ I �� o - o � I ( I I L--------- L1 0 k - - ` .-- - MAX. G' ORn" k - , of FOR GLASS TYPES, _ _ _ - __ ~ SEE SHEE 6 w ° w x ! SURFACE APPLIE➢ fE � ! a REFER TO FOR CAPACITY FALSE MUNTINS I O OPTIONAL II C U j I1 SHEETS 3 AND 4. v rN s TYPICAL ELEVATION 16A (EQUAL LEG FRAME) ¢ N m 1A 2 3 D.L. OPG_ D.L OPG. ! 2 1/2" ! ro 2 VENT WIDTH -� p VENT WIDTHm ° 7 3 n TT tV C Z 1, WIDTH WINDOW i� I v1 CD WINDOW WIDTH • _ I W O� �. c Q EXTERIOR Ii U o F o II I z i TII I_ I mmm r o of >I - z' 3 -I MAXIM MULTI POINT LOCK p � � �I� a CAM LOCKS 99AA BY 'TRUTH' C 2 LOCK POINTS ALT. TO CAM LOCKS zz zip ALL SIZES . v 'I MAX. WDW.1 LOCK nI O WIDTH !POINTS y n < h r m 42" 2 o a o d a 7 63" 3 >� r o00 84" 4 a tl Bi[B i9 O Y1 // \ to 4 B M � NIB PRODUCT REVISED @ 70592f T as complying with the Florida Building Code NOA-No. 17-0918.06 �- b m - Expiration Date 1013112023 \�®�•. 1ATIE OR �9< drawing no. Miami ade Prod Cot I �• . I .. . . 2 —{Jr ' 2.0 �1.757 P.2.625-7 r Vm 1 .768 � 625 i.000 1.307 ,090 TY 2 3 2.625 I u'J wLJ ! v (� .720 N { 2.215 2.465 � L438 Q." C O d! 0 �I I .080 TYPE lv N IS 19 CORNER KEY CORNER KEY on ur l� i .Dn- THICK ST. STEEL .062 THICK ALUMINUM I riANGE FRAME"nNME VENT �5�16" LAM. GLASS) i� 5 E ,, o I' .754 !! k 1075 �' i.757� I 2m 4 .753 i li -� .768 gib- �. = 0 N III ti— 5��{ w w .a63 4 '17 .090 TYP. (L Z .0 ! ^P 830 .803� ` IIII 1.057 �� Il 1.875 Z M Q M ! q D4s �I� I GJ�J�JL C�Y�� z M - w IIf QwcF -� .617 --1.617 rr 720 2.465 2.715 1.438 VENT CORNER ! CGI-375: OGEE GLAZING STOP I CCI-396: SQUARE GLAZING STOP .080 TYP. z �I VENT (INSUL. LAM. GLASS) -D vi ALL rTskME AND VENT CORNERS TO BE I EQUAL LEG FRAME I I I O vI� SEALED WITH GE SILPRUF OR EQUIV. 1.757 U O w ITEM PART QUANTITY DESCRIPTION MATERLIL M.ANF./SUPPLL,R/REMARES O - 1 CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUIV. II d C � 1 1A CGI-397 4 EQUAL LEG FRAME 6063-TS IINDALEX OR EQUN. ASO TYP. I � 0 `N 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 1,875 < N 5 2B CGI-381 4 VENT (INSUL LAM. GLASS) 6063-i6 INDALEX OR EQUIV. U 72� ¢ 0 N n 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. L 143E 3 CGI-375 4 OGEE GLAZING BEAD 5063-T5 INDALEX OR EQUN. I N S o w o 3A CU-396 4 SQUARE GLAZING BEAD 6063-T5 !NDALEX OR EQUIV. W O O 4 - 4 .060 THICK CORNER KEY I ALUMINUM - I 5 8 ..0.60 THICK CORNER KEY ST. STEEL - II U 0 6 AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL APTU'S VENT (7`9 6" LAM. GLASS) (O 7 Q200 X190 AS REQ➢. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON �I 8 35-10-00-1Gi 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH, ATTACHED W/ (6) 8 X 3/8" SS SMS ( w 1.000 b wow i 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS o m / 9A = 2/ VENT MULTI POINT LOCK E = o 10 2/ VENT A10 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS s .706 125 o w FIB W 19 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS #10 X 1-1/4" SS SMS -rrt I SETTING BLOCKS EPDM DUROMETER 805 SHORE A m o al a 00 aio a / SHEAR CLIP CHANNEL 0 d Q p m loo o'o 0 N ZVIm v F PRODUCT REVISED m 0.7 592 c as-com 1 with the Florida m m 2 a Building Code FRAME CORNER NOA-No. 17-0918.06 = X- Expiration Date 10/3112023 %® T�YE OF °°�p< drawing no. By 99-04 min Dacre Product Co rol /// ��®NAL l�\N sheet 2 of 7 U �/ ANN. GLASS r3/io" HEAT Si'REN'D GLASS `- v� 1 a" ANN. GLASS By'E Saflexstman CP With PET Core \ I y- By 'Eastman Chemical Co.' By 'E Saflex CP With PET Core o .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass BY 'Eastman Chemical Co.' Im By 'Eastman Chemical Co-' F_ By 'Eastman Chemical Co,' .090" Saflex Clear And Color Glass Z INTERLAYERS� �INTERLAYERS-; By 'Eastman Chemical Co.' . y z, .090" Trosifol PVB .090" SentryGlas INTERLAYERS 1- m z \ By 'Kurcray America, Inc.' ' By 'Kuraray America, Inc.' \ .G90" SentyGlas � w aI By 'Kuraray America, Inc.' Q X .090" Trosifol PVB a- /8" ANN. GLASS By 'Kuraray America, Inc.' d I \ ' .090' Trosifol PVB it w o ` O Z wL Yr j� \ By 'Kuraray America, inc.' N m t SILICDNE m I z w GE-1200 ly 3/56' ANN. GLASS I�rn 3/16" HEAT STREN'D GLASS DDW 995 II j� r r - g II I� 0 U N M br Icy d SILICON,- OW 899 w \ GE-1200 iv ca SILICONE .. ! 7 1` I' 1 I ,ill�II� UT q DDW 995 I! DOW 995 II ,.`�j X R7 � 117 II DDW 994 II ri DDW 995 �I�t II �` C o ��I � li aQ .+ DCW 899 0 6 SQUARE BEAD i o7 OPTIONAL ALL GLASS TYPES L � La:3 12 AT 1/4 POINTS ON LITES 12 AT 1/4 POINTS ON L'TES 12 AT 1/4 POINTS ON LFES � Zbi WIDER THAN 36" WIDER THAN 36" WIDER THAN 38" ' r O 2 5/16" NO AL 7/16" NOMINAL 7/16" NC.-,112NAL .! Z W i w GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' W as PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALLTES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRE NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAIL REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAIL WINDOW DIMS. GLASS TYPE '2' GLAS5 TYFE `3` GLASS TYPE '6' WINDOW DIMS. CLASS TYPE '2' GLA56 TYPE '3' GLA59 TYPE `6' WINDOW DIMS. GLASS TYPE `2' GL9S5 TYPE `3, GLASS TYPE `6, � � I � "' !p I WIDTH HEIGHT EXT. (+) 1NT.. (-)j E1T. (+) INT. (-) EXT_ (+) 1NT. (-) WIDTH I HEGHT iEXL (+) 1NT. (-) EXT. (+) ! 1NT. (-) ENT. (+) 1NT. (-) WIDTH ; HEIGHT EXT. (+) NT. (-) EXT. (+) j !.NIT. !-1 EXT. (+) 1NT. a, I v," 24" 110.D 195A 770.0 ! 135.0 110.0 1 1959 24" 110.0 13B.8 110.0 195.0 I 110.0 195.0 26" 110.0 195.0 110.0 795.0 110.0 195.D ! 0 a f 28" 110.0 195.0 110.0 195.0 110.0 1 1950. 29" 110.0 11 B_9 110.0 195.0 110.0 195.0 i� 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 W ( O '0. 110.0 194.3 110.0 195.0 110.0 195.0 30" Yi 0.0 1 1.0 i 110.0 195.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 O Of 36" 110.0 167 a 110.0 j i95.0 710.0 195.0 42" 3S" 92.5 92.5 110.0 120.0 110.0 120.0 I 63" 104.2 104.2 110,0 195.0 11CA 195.0 ! C U, 42" 110.0 138.8 110.0 195.0 110.0 195.0 42" 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4" 63.0 63.0 110.0 195.0 110.0 120A O r 24" 48" 110.0 121.4 110.0 195.0 110.0 195.0 48" 69.4 E9.4 11CA 120.0 110.0 120.0 26" 110A 795.0 1109 195.0 110.0 195.0 J to N e Q 3 54" 107.9 107.9 110.0 195.0 110.0 195.D 54" 61.7 61.7 110.0 120.0 110.0 120.0 38-3/8" 110.0 137.5 110.0 1 195.0 110.0 195.0 Oco 3 60" 95.4 95.4 110.0 195.0 110.0 120.0 24" 110.0 121.4 1.10.0 195.0 110.0 195.0 ( 26-1/2" 50-5/8" 104Z 104.3 110.0 I 195.0 110.o 195.0 N O Z 66" 73.4 73.4 110.0 120.0 110.0 120.0 28" 104.1 104.1 110.0 195.0 110.0 120.0 I 63" 77.9 77.9 110.0 120.0 110,0 12C.0 ii O _ 0, I 72" 56.1 56.1 110.0 120.0 110.0 120.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 ',4-1/4" 46.6 46.6 110.0 120.0 110-0 120.0 I `0 78" 43.8 418 110.0 120.0 110.0 120.0 i 36" 813.9 80.9 110.0 120.0 110.0 I 120.0 26" 110.0 145.4 ' 11C.0 195.0 110.0 195.0 fEI 0 � UI �:2 ti 84" 34.9 34.9 110.0 120.0 110.0 120.0 i 42" 69.4 69.4 itOA 120.0 110.0 120.0 37" 38-3/6" 98.5 98.5 110.0 194.5 110.0 ' 120.0 - 24" 110.0 194.3 110.0 195.0 110.0 195.0 48" 60.7 60.7 i i0.o 120.0 110.0 120.0 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 Ir 28" 110.0 166.5 110.0 195.0 110.0 195.0 24" 107.9 107.9 770.0 195.0 110.0 195.0 53" 60.0 60.0 110.0 120.0 110.0 120.0 ",I P 30" 1101 155.4 110.0 195.0 110.0 195.0 28" 92.5 1 92.5 110.0 1 120,0 110.0 120.0 i 26" 110.0 128.1 110.0 195.0 110.0 195.0 FILL - 36" 110.0 129.5 110.0 195.0 110.0 195.0 54" 30" 86.3 BE.3 110.0 120.0 110.0 120.0 42" 38-3/8" 86.8 - 86.8 1"0.0 120.0 11O.0 120.0 1 30" 42" 1iC_0 111.0 110.0 195.0 110.0 135.0 36" 7i.9 71.9 11G.0 120.0 110.0 1240 50 5/8" 65.8 65.B '10.0 120.0 110.0 120.0 o 0 olm 48" 97.1 97.1 110.0 195.0 110.0 120.0 1 42" 61.7 61 7 110.0 ,120.0 110.0 I 120.0 53-1/8„ 26` '01.3 101 3 110.0 195.0 110.0 j 120.0 c � 54" 86.3 86.3 110.0 120.0 11 O_0 120_0 24" 95.4 95.4 7 10.0 195.0 110.0 120.0 38-3/8" 68.E 68.E 110.0 120.0 110.0 120.0 m o o 60" 77.7 77.7 110.0 120.0 110.0 120.0 60" 28" 83.3 83.3 110.0 120.0 110.0 120.0 66" 60.6 60.6 110.0 120.0 11OA 120.0 30" 77.7 77.7 110.0 120.0 110.0 120.0 NOTE: 72" 46.0 - -- 46.0 110.0 -120.0 vo.o 1zo.o 36" 64.8 64.8 110.0 - !,iz0.0 110.0 120.0 - GLASS CAPACITIES ON THIS SHEET ARE y M > y , e BASED ON ASTM E1300-09 3 SEC. GUSTS ° o 78" - - i 10.0 120.0 - - 24" 73.4 73.4 110.0 1120.0 110.0 120.0 ., O n o,o o AND FLORIDA BUILDING COMMISSION 24" 110.0 161.9 110.0 195.0 110.0 195.0 E6" 28" 64.2 64.2 110.0 i 120.0 110.0 120.0 i 28" 110.0 138.8 110.0 195.0 110.0 195.0 30" 60.E 60.6 110.0 1120E12 0 110.0 120.o DECLARATORY STATEMENT DCA05-DEC-219 B 30" 110.0 129.5 110.0 195.0 110.0 195.0 24" 56.1 56.1 110. 110.0 120.0 36" 107.9 107.9 110.0 195.0 110.0 195.0 72" 28" 48.9 48.9 110. 110.0 120.042" 92.5 92.5 110.0 120.0 110.0 120.0 30" 46.0 46.0 110. 110.0 120.0 ` I\ 0 O qR�� WOCT`N$� �s \ 4 48" 80.9 80.9 110.0 120.0 110.0 120.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 C1 LU c PRODUCT REVISED � o.70522 a 54" 71.9 71.9 110.0 120.0 110.0 120.0 78" 28" 38.1 38.1 11o.0 ;120,0 110.0 120.0 - as complying with the Florida - }',� • m o 60" 64.8 64.8 110A 120.0 11.0.0 120.0 30" - - 110.0 I 120.0 - - Building Code 24" 34.9 34s 110.0 1zo.a 110.0 1zD.G NOA-No. 17-0918.0E p �o NOTE: 84" ® ' TdaTIE OF .`��!< drawing no. LOAD/AREA LIMITS 28" - - 0.0 20.0 - - Expiration Date 10131l2023 m� OMD ; FOR +110.0, -120.0 PSF = 16.34 SQ. FT. By sX�yoj�®NAL @ �� sheet of 7 +1 10.0, - 195.0 PSF = 10.00 SQ. FT. Mia i Dade Produc Co tr i ¢i i p p i¢@ 3 �1/8" TEMP. GLASS 1/8' TEMP. GLASSir \ `\AIR SPACE 7AIR SPACE II �11� o � ,Y �1/8" ANN_ GLASS r1/B' TEMP. GLASS 10 .075' Saflex CP With PET Core 1 .075 Saflex CP With PET Core cc 3� \ , By 'Eastman Chemical Co.' By `Eastman Chemical Co-' ��, _ IS z .090' Saflex Clear And Color Glass , _ .090" Saflex Clear And Color Glass F„ W III a By 'Eastman Chemical Co.' By `Eastman Chemical Co.' SQUARE BEAD Q N I a- �INTERLAYERS `1�1NTERLAYERS-+ OPTIONAL d u m o 1 .090" SertryGlas .C90" SentryGlas .ALL GLASS TYPES O O o jo \ By 'Kuraray America, Inc.' By 'Kura"ay America, Inc.' II W N \ t .090' Trosifoi PVB 111 , .090" Trosifol PVB By `Kuraray America, Inc-' By 'Ku.aray America, Inc.' �i. _ 0 111 m i 11 n 1/8" ANN. GLASS 1/8" TEMP. GLASS I l I x C M o I XL EDGE SPACER i XL EDGE SPACER ' 'I. 1 A C p 4 d p ST. STEEL BY 'CARDINAL' I`I,� SILICONE ST. STEEL BY 'CARDINNAL' / I� ! SILICONE O a1f t'j d OR NI... t! I , GE-1200 OR / li I' ` G=1'c00 as y p N DURASaL BY `QUANEX' < DOW 995 CURASEAL BY 'QUANEX' { - �I DOW 495 Q W LL OR DOV 899 OR i-� :... DOW 899 SUPER SPACER BY 'QUANEX' ) SUPER SPACER BY 'QUANEX' 12 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES ( y=j r 3/4" INSULATED 3/4" INSULATED I D I GLASS TYPE '2A' GI-ASS TYPE '3A' 3., P 0 a, PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS I PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS ! 3 U I NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED I NO SHUTTERS REQUIRED � I REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR IN9TAIIATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAI_1c ENDOW DIMS. GIASS TYPE 'ZA' j GLASS TITE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' ' WLN�DOW DIMS. GLASS TYPE `2A' GLASS TYPE '3A' Ii M WIDTH HEIGHT EXT. (+) 1 NT. (-) IXT. (+) I, 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+l 1 M: (-) WIDTH HEIGHT EXT. (+1 ?NT. (-) EXT. (+) 1 NT. (-7 w O w v 24" 110.0 195.0 110.0 I 195.0 24° 110.0 138.3 110.0 i95.0 26" 110.0 195.0 110.0 195.0 11 O G I 28" 10.0 195.o 110.0 95.0 I 25" 110.0 118.9 110.0 195.0 38-3/8" 11G.0 190.6 110.0 1S5.0 d C UC 30" 110.0 194.3 110.0 195.0 30' 110.0 111.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 O MEN 36" 110.0 161.9 110.0 195.0 42' 36" 92.5 92.5 110.0 120.0 63" 104.2 104.2 110.0 195.0 J N N M a 42" 110.0 138.8 110.0 195.0 42' 79.3 79.3 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 Q p M 24" 48" 110.0 127.4 110.0 195.0 48" 69.4 69.4 110.0 120.0 26" 110.G 195.0 710,0 195.0 N ' C 2 54" 107.9 107.9 110.0 195.0 i 54" 61.7 51.7 110.0 120.0 38-3/8" 110.0 137.5 110.0 195.0 O o 80" 95.4 95.4 110.0 I 120.0 24" 110.0 121.4 110.0 195.0 26-1/2" 50-5/8" 1D4.3 104.3 110_0 195.0 L` t Q f j 66" 73.4 73.4 110.0 1 120.0 25" '04.1 104.1 110.0 1.20.0 63" 77.9 77.9 110.0 120.0 I N I (D 72" I 56.1 56.1 109.3 109.3 48„ 30" 97.1 97.1 1 110.0 120.0 74-1/4" 46.6 46..6 9C.9 90.9 ��J. 78" 43.8 43.8 85.4 85.4 36" 80.9 80.9 110.0 120.0 I 26" 110.0 145.4 110.0 195.0 6 ? 84" 34.9 34.9 68.0 68.0 42" 69.4 69.4 110.0 120.0 37„ 38-3/8" 98.5 98.5 110.0 120.0 ,� L ! 24" 1 10.0 194.3 110.0 195.0 48" 60.7 60.7 110.0 118.4 50-5/8" 74.7 74.7 110.0 120.0 LL w m H i 28" 110.0 166.5 110.0 195.0 24` 107.9 107.9 l 170.0 195.0 63" 60.0 60.0 110.0 117.0 -0 < a 30" 110.0 . 155.4 110.0 195.0 28" 92.5 92.5 110.0 120.0 26" 110.0 128.1 11 DA 195.0 p 36" 170 0 129.5 110.0 195.0 54" 30" 86.3 86.3 110.0 120.0 42 38-3/8" 56.8 88.8 42" 110.0 111.0 110.0 795.0 36" 71.9 71.9 110.0 I 120.0 50-5/8" 65.8 65.8 170.0 120.0 N o w o 0 30" 48" 97.1 97.1 110.0 720.0 42" 61.7 61.7 110.0 120.0 26" 101.3 101.3 110.0 120.0 m o o z s3-1/a" NOTE: 54" 86.3 86.3 110.0 120.0 24" 95.4 55.4 110.0 120.0 38-3/8" 68.6 68.6 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE - - 60" 77.7 77.7 110.0 120,0 28" 83.3 83.3 11C.0 120.0 n 6 ql.�. so" BASED ON ASTM E1300-09 (3 SEC. GUSTS) - 66" 60.6 60.6 110.0 118.2 30" 77.7 77.7 110.0 120.0 AND FLORIDA BUILDING COMMISSION 2 0n72" 46.0 46.0 89.8 89.8 36" 64.8 64.8 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 > '� �75" - - - - 24' 73.4 73.4 110.0 120.0 o a I - 24" 110.0 161.9 110.0 195.0 66" 28" 64.2 64.2 110.0 120.0 \,otil i9B6/OZ 28" 110.0 138.8 110.0 195.0 30" 60.6 60.6 110.0 718.2 NON`\\ 30" 110.0 129.5 110.0 195.0 24" 56A 56.1 109.3 109.3 { O Q 9n�� 36" 107.9 107.9 110.0 195.0 72" 28" 48.9 48.9 95.3 95.3 JAN 0 u L 0 0 F 36' PRODUCT REVISED e ®•�0�9% m aH; 42" 92.5 52.5 110.0 120.0 30" 46.0 46.0 89.8 89.8 ^' t _ c as complying with the Florida e 48" 80.9 BOA i 10.0 120.0 24" 43.8 43.8 85.4 85.4 Building Code 54" 71.9 71.9 110.0 120.0 78 28" 38.1 38.1 74.3 74.3 NOA-No. 17-0918.06 0 NOTE: ^ ® '•. AT'E OI= _ drawing no. 60" 64.8 64.8 110.0 120.0 84" 24" 34.9 34.9 68.0 68.0 LOAD/AREA LIMITS Expiration Date 1 0131/2 0 2 3 i�b °�O�` (� FOR +110.0, -120.0 PSF = 16.34 SQ. FT. ° 04 +110.0, -195.0 PSF = 10.00 SQ. FT. Miami adeProductControl ,7771®��aB4�\\� sheet4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) V �' {� a FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 A! o TYPICAL ANCHORS �Y m SEE ELEV. FOR SPACING FSEE SHEET 6 FOR DESCRIPTION =0 1- J TYPICAL ANCHORS TYPICAL ANCHORS Z �= W <' SEE ELEV, FOR SPACING SEE ELEV. FOR SPACING I I H u I SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION MEAL Q E 2 IN I I ;STRUCTURES O p` o 0IN 0 i 1 3/8" ��17 � I LWif 3/4" I LU SEALP.NT-� u SEALANT. D' � 0 t U) M p > CCm ° O CB � �S' <.§Z_ .v \ 2 1/8" G'-'� � !E O N In MIN_ W�.1 alto --_CjZ� h Z p re J Z n Q W 2-1/2^ MIN. 2-1/2^ Mw. Q w 0 E I- INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED - A.T RiA : PRESSURE TREATED O Z V TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING 4400D ON ALL FOUR SIDES/USING WOOD MEAL STRUCTURES ~ ° 0 fl W lio � x TYPICAL ANCHORS TYPICAL ANCHORS I, 'C In 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING —SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 =N o SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I - H SEE SHEET 6 FOR DESCRIPTION =� Q 3 N� !�� 1 3/8" o� 0 M m SEALANT b SEALANTS ff r F 1 N Q N N Q NT— / I Cn V O< III EE i I Q' d 2 7/8` LlM Jz BOCK INSTALLATION BY OTHERS a' aBUCK INSTALLATION BY OTHERSATTACHMENT TO1^ MIN. P APPROVED MULLIONS < < <IIB w q J U UQC f ! 1 f IOU O.G 111Zi INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE 4 ' WOOD BUCK TYPE 4 z MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL O ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD M �Lo- c0 p �t N 011tl 96 i,V4/fY f ALUM CHANNEL (6063-T6) y N' � U ��' �S\ �.AUH14Af,, m ; 3/4" X 1" X 3/4" X 1/8" 3 �� ° �� I� 2-1/2" LONGO°CTSN.SF• °® a w \ ¢ AT ANCHOR LOCATIONS PRODUCT REVISED yg m as complying with the Florida 'a m a a Building Code ® NGA-No. 17-0918.06 -0 Ex irati n Date 1OL 112023 s TAME OF ` �5a drawn no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN P %®Gsa•'• ' � ® 9 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION By ��` ° W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP Miami D deProduc C tr I /�a®�G��e�Y�N� sheet 5of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) t1 U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o TYPICAL ANCHORS Im FSEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION a /, Ln z a W Q' � N 'M TYPICAL ANCHORS i SEE EL ANCHORS 3/4'� �S RUCTURES METAL O w p SEE ELEV- FOR SPACING SEE ELEV. FOR SPACING �_- O .- o 1p, SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION MIN. W o r III (l IIII � � Ili � 0t) ' 3/6N I Q Q 2 1/0 Zt1� m� MIN. s (7 ; o- '1". Mn MINN. . a1" M _` — I ii W E I-II 2-1/2" MIN. 2-1/2" MIN. I" 'NSTALLATION TYPE '1 WOOD BUCK TYPE 'f INSTALLATION TYPE '2' WOOD BUCK TYPE '2' c MAC- PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 0 ON ALL FOUR SiDEVUSING WOOD ON ALL FOUR SIDES/USING :"l000 METAL STRUCTURES w 0 �I x Of O N~ o r m TYPICAL ANCHORS N N M SEE ELEV. FOR SPACING 3 I TYPICAL ANCHORS TYPICAL ANCHORS [-SEE SHEET 6 FOR DESCRIPTION 0 3 m SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING mm SEE SHEET 6 FOR DESCRIPTIONr, SEE SHEEP 6 FOR DESCRIPTICN �---� o M II 1 3/6" I ' N , � o¢ 0 I r O Ng— x I z i i o 2 7/B' 2 1/6 a _ vv " a a clI ! ° _ �� v � � ATTACHMENT TO o = � BUCK INSTALLATION BY OTHERS o- ° BUCK INSTALLATION BY OTHERS IN U o APPROVED MULLIONS _ _ _ = o MIN- y INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' I of MATERIAL: PRESSURE TREATED MATERIAL' PRESSURE TREATED >l TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ` `YYaooaaayl®i ` O ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDES/USING WOOD PRODUCT REVISED e Jr.70Eg2 m r as complying with the Florida �I Building Code NOA—No. 17-0918.06 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Expiration Date 10/31/2023 ®� °•° S VIE Or �: drawing no- ®�.� Fg RVOP...• �` LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER �i��°�o - �� W99-04 THEM TO THE BUILDING STRUCTURE. mlam DadeFroductGon I sheet5.lof 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS 1 REFER TO SHEET 5 FOR DETALS REFER TO SHEET 5 FOR DETAILS y- O ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'E' ANCHORS TYPE °A' & 'C' ANCHORS TYPE 'R' �, I WINDOW DIMS. W/O SHEAR CLIP TITH SHEAF. CLIP WITH OR W/O SHEAR CUP WINDOW DIMS. W/o SHEAR CLIP WITH SHEAR CLIP I=, OR W/O SHEAR CUP � WIDTH HEIGHT AT 17" O.C. AT 10" O.C.IAT 17" O.C. AT 10" O.C. AT IT" O.C. AT 10" O.C. WIDTH HEIGHT AT 17" O.C. AT 10" O.C. AT Si" O.C.I AT SO" O.C. AT i7" OA. AT 10" O.C. Z M I/ 24" I 195-0 195.0 129.0 193.5 195.0 1 195.0 24" 186.2 1 195.0 99.2 158.6 195.0 195.00 Z "• N. ¢� 28' 195.0 ?95.0 110.6 165.9 195.0 1 195.0 78' 28" 159.6 i95.0 85.1 136.1 195.0 195.0IL 30" i 195.0 1 154.8 154.8 195.0 I 195.0 30" 14a.9 1 195.0 ! 79.4 1 127.0 195.0 195.0 LV O C) p 8 O t 36` 195.0 1 195.0 1 129-0 172.0 195.0 195.0 84, 24' 195.0 195.0 1 110.6 165.9 195.0 195.0 0. uJ N IS 42" 195.0 195-0 110.6 147.4 195.0 i95A 28" 177.8 195-0 1 94.8 1 1422 1 195.0 195.0 xx 48" 10 195.0 129.0 161.3 195.0 195.0 I € 24^ 95. PERFORMANCE VALUES OF INSTALLATION ANCHORS Q 5 y m 54' 195.0 195.0 i14J 172.0 195.0 i95A REFER TO SHEET 5 FOR DETAILS 6^v' 193.6 195.0 103.2 154.8 195.0 195.0 N-- I O W ! I ANCHORS TL�E 'A' & 'C` I ANCE035 TYPE 'H' C ¢ 0 66" 195.0 195.0 117.3 1642 t95.0 i95A Q o I WINDOW DIMS. I W/o SHEAR CLIP WITH SHEAR CLH' I WL"'H OR W/0 SHEAR C?SP D. IO- 'I 72" 195.0 195.0 107.5 150.5 195.0 195.0 wiOTH HEIGHT AT 17" C.C.I AT 10" O.C. AT 17" O.C. AT SO" ^ AT 17" C.C. AT 10" O.C. ! 0 1+1 Ir `I 78" 1862 195.0 99.2 158.8 195.0 195.0 26' 195.9 195.0 149.4 195.OV V 19,,.0 19,,.0 Z _I 84' 195.0 145.0 110.E 165.9 195.0 195.0 f Q uJ D C 3B-3/a" 195.0 195.0 151.9 195.0 i 95A 195.0 W p I g o 0 24' 195.0 145.0 154.8 154.8 195.0 195.0 19-1/8" 50-5/8" 195.D 195.0 ?53.5 191.9 195.0 1,95.0 l 1 00 28' 195.0 ss.D 132.7 132J 195.0 195.0 j '� z n a u 30" 195.0 ! 195.0 123.8 ?23.8 195.0 195.0 l �'" 195.0 195.0 123.3 ?55.0 195.0 195A I .� U p1 H I 74-1/4" i95A 195.0 130.8 19s.0 195.0 195-0 �C 36" 193.6 195.0 1032 137.6 I 195.0 195.0 l 26' 195.0 195.0 107.8 161.8 195.0 195.0 mJm ! J 42" 161- 1 195.0 88.5 117.9 195.0 195.0 a C 38-3/8" 195.0 ?95.0 10_.5 146.1 19a0 195.0 48" 193.6 195.0 103.2 129.0 195.0 195.0 P✓1 3� 26-1/2" 50-5/8" 135.0 i95A 110.8 138.5 195.0 195.0 U 54" 172.1 195.0 91.7 137.E 195.0 195.0 { 1 C '1 t 63" 167.0 195.0 89.0 1 155.8 195.0 145.0 li 222JJJ - so' I 154.9 195-0 82.6 123.E I 195.0 195.0 u ! f- 74-t/4" 177.1 195.0 94.4 151A 195.0 195.0 n 66- 176.0 i 195H 93.8 131.3 195.0 195.0 j O 47 0 25" I 195A 195.0 115.9 154.5 1950. 195.0 �- 72" 151.3 195.0 86.0 1ffi4 t95.0 i95A 1 I 1 Ali p I 38-3/8` 147.3 195.0 !, 76.5 104.7 195.0 195.0 1 ! i U O LJ 78" 148.2 195.0 79.4 127.0 195.0 195.0 1 ' 37" w W JE 50-5/8" 148.8 186.0 79.3 99.2 1S5.0 195.0 I 0 0_ LL 24' 195.0 195.0 129.0 172.0 195.0 i 95A I O L0 1 63" 179.6 195.0 t69.2 .6 111.6 181.4 195.0 0' U V) 28" 1s6.0 195.0 11 C.5 !, 147.4 195.0 195.0 ANCHORS W/O SHEAR CLIP ANCHORS SVTi'E SHEAR CLIP ICI C � 26° 191.5 i95.0 .1 136.1 t95.0 �� 795.0 p �N 30" 193 6 195.0 103.2 137.6 195.0 195.0 42" 38-3/8" 129.7 173.0 922 195.0 195.0 j r 36" °61.3 195.0 56.0 114.7 195.0 95.0 N N M W 36. 150-5/8' 1311 163.9 .9 87.4 195.0 1 195.0 Q 3 I 42' 1383 184.4 73.7 98.3 195.0 145.0 26" i95A 195.0 107.6 161.4 195.0 195.0 [O -0 3 48" 161.3 195.0 86.0 107.5 195.0 195.0 195.0 53-1/8' 138-3/8' 136.7 195.0 72.4 109.3 195.0 N L Z 54" 143.4 195.0 1 76.4 114.7 195.0 i95A u� 60" 129.1 193.6 68.8 103.2 I 195.0 195.0 TYPICAL ANCHORS: SEE ELEV, FOR SPACING III �' � _ 00 24" 195.0 195.0 110.5 147.4 195.0 195.0 i W C.7 O C _j Ii TYPE 'A'- 1i4" DA. K.WIK-CON if BY 'HILiT' (Fu=^,63 KSI, Fy=157 KSI) U1 U ^-- r41- II 28' 177.8 195.0 94.8 126.4 195.0 195.0 U 30" 1/4" DIA. ULTRACON BY ''ELCO' (Fu=177 Ks.. Fy=155 KSI) 165.9 195.0 88.5 117.9 195.0 195,0 I�� 42" 361. 13a.3 154.4 73.7 98.3 195.0 195.0 INTO 2BY WOOD BUCKS OR .WOOD STRUCTURES I f 42' 118.5 158.0 63.2 84.2 179.8 195.0 1-1/2" MIN. PENETRATION INTO WOOD 48. 138.3 172.9 73.7 92.1 195.0 195.0 THRU iBY BUCKS INTO CONC. OR MASONRY 11 ILL 54" 122.9 184.4 65.5 98.3 1 186.4 195.0 GIs 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 24" 195.0 195.0 129.0 161.3 1 195.0 195.0 C� N NIK 26' 195.0 195.0 110.6 138-2 195.0 195.0 TYPE 'B'- 1/4" DIA. KWIK-CON 11 BY 'HILTI' (Fu=163 KS1, Fy=157 KSI) o o o ¢ 30" 193.6 195.0 103.2 129.0 145.0 1 195.0 1/4' DIA. U LTRACGN BY 45" "ELCO' (Fu=177 KSI, Fy=155 KSI) 36" 161.3 195.0 56.0 107.5 195.0 i 195.0 DIRECTLY INTO CONCRETE' �Iz 42" 136.3 172.9 73.7 92.1 195.0 195.0 4e" 121.0 1st.3 54.5 80.6 163s 195.o 1-3/4" MIN. EMBED INTO, CONCRETE >{ 24' 195.0 195.0 114.7 172.0 195.0 195.0 TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) mac+ - oo o ,n 28' 184.4 195.0 98.3 147.4 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS 54" 30" 172.1 195o 91.7 137.6 195.0 195.0 OR O = 0 6 36" 143.4 195.0 76.4 114.7 195.0 195.0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N. EXTEND BEYOND 24" 122.9 195.0 63. 98 195.0 195.0 ALUMINUM: 1 81" THOK. MIN. (6 63 T5 MIN.)AL THICKNESS JH n 9 ' s``�NY 24" 193.6 195.0 103.2 / U U 00 . • 60" 28" 165.9 195.0 88.5 13z.7 t9s.o 195.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 2Q1J ��° v®OB�E� 30" 154.9 195.0 82.5 123.8 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c a PRODUCT REVISED a �0592 36" 129J 1 193.5 65.8 to3.2 1ss.o 195.0 TYPICAL EDGE DISTANCE as complying with the Florida s e y d a 24" ?95.0 195.0 117.3 164.2 ?95.0 195.0 Building Code s m ° INTO CONCRETE AND MASONRY = 2-1/2" MIN. 17-091806 ° 66" 28' 188.6 195.0 100.5 14.7 195.0 195.0 NOA-No. . �' m INTO WOOD STRUCTURE = t" MIN. � 30' 176.0 195.0 93.8 1 131.3 195.0 195.0 INTO METAL STRUCTURE = 3/4" MIN. Ex i ation Date 10/ 1/2023 m® '•• TATE OF � drawing no. 24" 195.0 195.0 107.5 1 150.5 195.0 195.0 i�� OIR40I';.•°• O�� WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. By �� g� W991 04 72" 30" 161.3 195.0 195.0 1s5.o a6.o 172.9 195.0 (! t2o.4 1s5.o ts5.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Miam' a Pro ue ont �77 NAB sheet 6 of 7 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS frn = 2000 PSI MIN. ® l¢CV80191 t ALUMINUM BUCK INSTALLATION/AAN ALUMINUM BUCK /4NSAn cRcxsONANCANCHORS OHS f`.LUMEE TO LOWER APPLICABLE fvAL6 OR WWDOW GAPAL)C ES AILS - fl��! PERFORMANCE VALUES OF PERFORMANCE VALUES OF i " ANCHORS II U UES- WINDOW DIMS. INTO MASONRY INTO WOOD WINDOW DIMS. INTO MASGN'RY .INTO WOOD f Z R j WIDTH HEIGHT EXT.(+)/TNT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) , EXT.(+)/INT.(-) O F h q z 0 14 " 195 5 "24 195.0 19 .0 24 . CG Z ^1 !4 I IF. m � Nla j 28' 195.0 195.0 28" 190.3 125.9 i Q fi! 3C" 195.0 195.0 ;0" 177.6 118-4 a C: � O O ii `. cCJ i 36" 195.0 t95.0 4$" 36" 148,1) 98.7 NOTE: - ` �„ IN x I i 4.2' 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE NIC 11 p F a II �" CONCRETE AT HEAD & SILL. �- O m !! 195,0 ?49.0 48" 111.0 74.0 C J L1 24• MAY BE INTO FILLED CMU AT JAMBS. F 54" 195.0 131.6 24" 195.0 131.6 O m 60" 177.6 i18. 28" 169.1 112.e Q O 86" 16L„ 107.6 54" 30" 157.S 105-2 S I 72" 148.0 ' 98.7 36" 131.E 1 87.7 t ' 5 `aM` N O 7H' 136.6 91.1 42" 112.8 75.2 fl 2_I 64" 126.9 84.6 24" 177.6 1 118.4 fl 24' 195.0 195.0 60" 28" 1522 t01.5 Iry�I !j ' j I Q W M r 28' 195.0 195.0 f 30" I 142.1 94.7 30" T95.0 19s.0 36" 118.4 78.9 L. 36' 195.0 169.1 24" 195.0 134.5 � 0 AT " F 'V t Q #14 SMS _ I 42• 195.0 145.0 66" 29" 173A 115-3 #1 6 FROM ENDS IL (} #1 6" FROM ENDS z U T 46" 190.3 126.9 1 30" 16L5 107.6 2." O.C. MAX. AT JAMBS �24" C.C. MAX. AT JAMBS 28" - 17" O.C_ MAX. AT HEAD/SILL ¢ I,y o it 17" O.C. MAX. AT HEAD/SILL � 5a" 169.1 11LB 24" '85.0 123.3 !� 0 60" 152.2 i0"- 72" 28' 1-8.6 I 105.7 r,I I,- I O oil 1 � iIiII < iv=r 1 III (II 66" 138.4 92.3 30" i489 i o f \ I�� 98.7 Q V� UI W Q X 72° 126,9 84.6 24" 170.8 113.8 O i � �- s z 79 117.1 78.1 I 78' 28" 146.4 97.6 I \ \ N o- O = 84" tGeJ 72.5 30" 136.6 91.1 24" 195.0 195.0 24" tS0.3 t26.9 n G 3 N 25" 195.0 195.0 B4" 28" 163.1 108.7 4. >L- O30" 195.0 189.4 26" 195.0 195.036" 195.0 157.9 38-3/8" 195.0 ':95.0 c - c '° n 1/4" CIA. KYJ;K-CON/ULTRACON #14 SMS 1 " n IN. CONC. EMBED 1 1/2" MIN. WOOD EMBED42° 195.0 135.3 '.9-1/8" 50-5/8" ?95.0 175.1 PRODUCT REVISEDAT 6" FROM ENDS AND w o a w ,I l 30° 48' 195.0 118.4 6� 195.0 14i.S 2 1/2- MiN. as complying with the Florida. 24" O.C. MAX. AT JAMBS L - 54' ?95.0 1052 74-1%4" 180.1 120.1 EDGE DIST. Building Code 1" MIN. 17" O.C. MAX. AT HEAD/SILL O 60" 177.6 94.7 26" 195..0 195.0 koa-�io. 17-0918.06 66" 161.5 85.1 38-3/8" 195.0 167.7Expiration Date 1013112023 INSTALLATION TYPE INSTALLATION TYPE '6' 7� 143.0 78.9 26-1/2" 50-5/8" 190.6 127.1 'w w m �+ INTOIMASONRY `BY 2BY WOOD BUCK OR WOOD STRUCTURES Miami-Cade Product Control 76" 136.6 72.9 63" 153.2 102. 24" 195.0 195.0 1 74-1/4" 130.0 86.7 o � � SIT 25 195.0 169.1 2C 1-95.0 177.2 TYPICAL INSTALLATION DETAIL 30' 195.0 157.9 37" 38-3/8° 735.1 1za? ON ALL FOUR SiDESASING ALUMINUM BUCK SYSTEM E 5 < c � '.....U U U Q U 36" 195.0 131.6 50-5/8' 102.4 91.0 4o zz o o 36" 42" 195.0 112.8 63" 82.3 73.1 j 48' 185.0 98.7 26" _185.2 123.4 - - - - - 53-1/e' n c r m 54' 164.4 B7.7 36-3/8" 125.4 93.6 C � � o in 0 0 ^ 60" 148.0 78.9 4 o n n o o 0 0 0 0 24" 190.3 169.1 .845 a�iio z 28" 163.1 145.0 845 �.065 PRODUCT REVISED Qj as complying with the Florida b1ACI B6f Ofa 30" 152.2 135.3 1 .065 ! 592 Building CodeEli PIP 42" 36" 126.9 112.8 1.125 `� �l�\,•'`�yGBA°SF`°�,�� i II I o 42 108.7 96.7 .56� Ex irati rt Date 1D 1l2023 0 i 48" 95.1 84.6 e o.`TOP2 0 a I�-1.436� I By e 54' 84.6 75.2 125 .903 I� mia - ade Product Cont of m 9 ! y t ALUMINUM TUCK OPTIONAL COVER JAN 08 2019 �oT �® drawing no. 6063-T6 6063-T6 � �� ®�9®a' �� N(99-04 sheet7 of: 7 MIAMI ACE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomv CGI Windows and 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 product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0918.07 M1AMboAn'e COUNTY Expiration Date: September 22,2020 P P ( /� � t Approval Date: November 22,2017 f( f Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04110115, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interiayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(t and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Press-are Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra�,na, P.E. (Submitted under NOA No.10-0510.13) y / anuel PIWez P.E. Product Control Exa iner NOA No. 7- 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Perez Product Control Exam r NOA No. 17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6t' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved on- 6/25/15 and expiring on 09/22/20. ti C Manuel Pere ,P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49" 48" 49" U p FLANGE WIDTH BUCK WIDTH FLANGE WIDTH N D.L. oPc. D TYPICAL ELEVATIONS o D.L. OPG. < 0 .L OPG. p 6" MAX. 18" MAX. Ia. Z n HEAD/SILL A 3 SHORTER \ �U Al Cj lg' p O i o-�i CORNERS SIDES S gIR OGR m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, Of SIOF H Q TO FLANGE AND FLUSH FRAMES. _ a a Q p SEE SHEET 1.1 FOR FIN FRAMES. Q' O p�, o op mCq OWN IL N it Ii IIL OI- In il h it II a mw I I I I I o I I V O L m II II II II II Q' K �O OD C u u C1 H 11 11 11 11 11 110 u u II II O IL — IL_____ _-- --- II _____ Is I___- ___r 11 -____11__-- 96' O o IL_rr____ sri_____ rr y 0 BUCK HEIGHT Qr, O 0 0 C3 If / 11 ii /, ii ii /. ii w n n it j� it ii j� it X D.L. OPG. J Z C E a I �+ d I I I a w N U' 10 Q, -1 rO ____JL__•�_11_____ �p 2 O _____IL__�_1L____ O ____JL__�_1L____ z� Q W 0 rL iw- w �r_____Tr____ �I w _ Ir____-ll-____ z o II II j p H 11 z W 11 If CG I 11 m u ° X ii ii Fy o II - II a wN II II a w✓� ,T_____,.I___ Zo _ —, �_ T-----T ___ z� -------� II II ON II II j� ON II II II II II m II J 11 if J II I II Il II If II II O II 11 Ili/ II II z i o _-IF---___-41-- --44------ itII o J II II JL/ II II O F- �! I� iI Ii II 11 m O W B 83 9 n II u n w C ¢ O =Np FALSE MUNTINS y N 18" MAX. 6" MAX. 18" MAX. 6" MAX. 17" MAX. a (SURFACE APPLIED) w p ro n OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES DAYLITE OPENINGS: SIDES z 'O Z ^ EQUAL LEG FRAME N § o= D.L.O. HEIGHT = BUCK HEIGHT — 3.00" ti o SERIES 130 SENTINEL ALUMINUM FIXED WINDOW D.L.O. WIDTH = BUCK WIDTH - 3.00" 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER pW—WIDTH v L) o CHARTS SHOWN ON SHEET 2. WINDOW 1 WIDTH 1 WINDOW 1 1 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS = r OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY = I = = = w w m m w m APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Z Z .. w i w i w 30 J %� J %/ .J i/ O F N LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL � � -� z_ WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE L J L x x REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W�__WIDTH� LAM. GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ( 1 INSULATING LAM.GLAS+S+ iBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE z _ _ _ F LAR,UL', MISSILE IMPACT { DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3 i 3 ji 3 ii w AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE J L� 3 /% \�%j%Iilll�ln///7 c o o w LL o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 00 C �� ® b�iP/j nip ��QQi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 ( `"-� 4 � � `�� :•• CENSF•'• '�i o •11 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. L J MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .7 OS - 'o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED = = o a as complying with the Florida - _ 2 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, SHUTTERS ARE NOT REQUIRED. Building Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 17-0918.07 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ® AYE OF �/4 drawing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Expiration Date 09 12020 - ��a ORTDa.•'• ®�� WATER INFILTRATION RESISTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �i'�e�. �� W� O-OZ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. By �A�1�� sheet 1 of 6 AND TO BE REVIEWED BY BUILDING OFFICIAL Miami Dade Product Con>tr 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS M o D.L. OPG. D.L OPG. 0 CD 6" MAX. 16" MAX. w Z w HEAD/SILL 2 STRAIGHT a o O�"M,qk 75e " N CORNERS SIDES tO o S�RVfp CVR N N w N al pFS Sip Vfp x m Q y q f maz 00` 0 8 0 a � n Is U X n y W G it It it II a mw .I li iY FO <z ------ _ O ij y M II II II II io '� II II p> M II II II II II II a M 0 ' II II II II II II Ic z o II a II u u u paOo *+ C2 --=IIILII _-_/__ 1II1II iItI / IIIII IIIIII / IIIIII O --_- -__ L------ 96" r-----= ------ --_ti------rr--- BUCK WIDTH Q N NW Nz o n LL p D.L OPG. li O E .M. w ____JL__�_1L__-_ �p x O _---JL__ _11_____ m = O _____Il- o -•�-1L_--_ caw Q W 01 _-_-_ f II Y , ___-_II_----ii____ /Ss ^ O o II II j o II II o II II rn CG m m I I m cli -_ _11____-_0.--__ Ow _-_}1___---4____ ----Ir-----Tr--- -o --Ir-----Tr--- -o --Ir-----71---- u o u n v n u c m u n u c ====1r=-=--— o II II II II II It w a II II II II I I I I = O II II ��ji II q i o -II----- 11 I-- - II II II II II JL/_-_I II o O w B2 II II II w of � C Q =N o iD N FALSE MUNTINS 6" MAX. 16" MAX. 3 N m 16" MAX. 6" MAX. I 16" MAX. CORNERS STRAIGHT z 3 M (SURFACE APPLIED) f� � w O OPTIONAL STRAIGHT HEAD SILL STRAIGHT SIDES CORNERS SIDES SIDES o if U w p 4 , N U p_ � iL FIN FRAMES rii C.i U Ci U S S m 2 in fn c � n ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES o F S € $ 0 0 F i w i w NU U Q U Q o o n o a z z � z � c 0 O N O N O O UI N O n Y rtl st PRODUCT REVISED \,1cEuse as complying with the Florida e Building Code o. NOA-No. 17-0918.07 Expiration Date 09/22 020 TATE OF crowing no. gy / i 4'�� f /� . 'rCOR1Ol`.•' �A/ rf B a I- ade Product ontro�' /�j/�� ®• �� VY —QG DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W U v FLANGE DIMS, B I.BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'DI' FLANGE DIMS. BUCK DIMS. GLASS TYPES `C'&'C I' GLASS TYPES 'D'&'D ' �� o WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) W.(+) 1NT.(-) o 24' 23' SGO 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 Z j 30' 29' 80.0 80.0 80.0 60.0 30' 29" 80.0 80.0 80.0 80.0 L 0 1.- m z 114" 113" i Z `7 �j < 36" 35' 80.0 80.0 80.0 80.0 36" 35" 73.0 73.0 80.0 80.0 j/ 1' LU N a 42^ 36" 41' 35° 80.0 80.0 80.0 80.0 41" 40" 61.4 61.4 80.0 80.0 Q CL o 48' 47" 80.0 60.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 0 w N` ,a O 54" 53' 80.0 80.0 80.0 80.0 30' 120" 29" 119" 80.0 80.0 80.0 80.0 60" 59' 80.0 80.0 80.0 80.0 36• 35' 72.4 72.4 80.0 80.0 p In 61' 1 1 60" 1 80.0 80.0 80.0 50.0 3 1 38" 1 1 65.9 65.9 80.0 80.0 24° 23" 80.0 80.0 80.0 8C.0 24" 23" 80.0 80.0 80.0 80.0 ATE 0' 0 M o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 30. 29" 80.0 80.0 80.0 80.0 30^ 121" 29" 120" 80.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 a' o < A36" 35" 80.0 80.0 80.0 80.0 36° 35" 72.3 72.3 80.0 80.0 0 CAN O 42' 48" 41" 47" 70.2 70.2 80.0 80.0 39" 38' 653 65.8 80.0 80.0 a W j LL 48" 47" 61.3 61.3 80.0 80.0 {L Z 54" 53" 61.3 61.3 B0.0 80.0 " 7YP. BUCK DIMS Xz" IYP. �j 0 (D Q j 60" 59" 61.3 61Z 8D.0 80.0 a W T L ~ 61. 60" 61-3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF 24' 23" 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'Dl' FLANGE FRAME 30" 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1N'T.(-) EXT.(+) 1 NT.(-) u 35" 35" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 _I FLANGE DIMS � U �I 42" 60" 41' S9. 70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 3 ; 48" 47' 61.3 61.3 80.0 80.0 37" 26" 36" 25" 80.0 80.0 80.0 80.0 BUCK DIMS z vi 54" 53' 54.3 54.3 72.5 72.5 48' 47" 80.0 8C.0 80.0 80.0 O 60" 59" 48.8 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 50.0 80.0 80.00 LLI ~ 61" 1 60" 48.6 48.8 65.1 65.1 61' 60" 80.D 80.0 80.0 80.0 25 d LLJ 24" 23" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 : N EQUAL LEG FRAME 30" 29' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 '¢ O = N o 36' 35" 80.0 80.0 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 W N - 35-3/8" 37-3/8" 3 N 'j 42" 72. 41" 7t. 70.2 70.2 80.0 80.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS w O r) 48" 47" 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 z C '�• iD z � Z tJi 54 53" 54.3 54.3 72.5 72.5 61" 60" 77.1 77.1 80.0 80.0 y ?� 0 _ o 60" 59' 48.6 48.8 65.1 55.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 _ 0¢ " 61" 60" 48.0 48.0 64.0 64.0 26-1/2" 25-1/Y' 80.0 eo.o eo.o eo.a _+ FIN FRAME N U 24' 23' 80.0 80.0 80.0 80.0 37" 50-5/8" 36" 80.0 80.D 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 48" 47' 49-5/8" 61.3 61.3 80.0 80.0 BUCK DIMS 36' 35' 78.2 78.2 80.0 80.0 53-1/8" 52-1/8" 58.0 58.0 77.4 1 77.4 42" 84. 41' 83" 70.0 70.0 80.0. 80.0 61" 60' 58.0 58.0 77.4 77.4 w m w LL 48" 47" 61.3 61.3 B0.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 FLANGE ADAPTOR FRAME 54" 53' 54.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 58.0 76.5 76.5 oar N ? n 56' 55" 52.4 52.4 69.8 69.8 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 F -FLANGE DIMS- 24" 23" 80.0 80.0 80.0 $0.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 `o `" w U Q U Q 30" 29" 80.0 80.0 80.0 80.0 37' 36" 80.0 80.0 80.0 80.0 0 o o a o a 63' 62" NOTE: s ' 36" 97. 35" 96" 75.6 75.6 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE 42^ 41' 65.2 65.2 eo.o 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) y '18. 47" 60.6 60.6 80.0 80.0 61" 60' 48.0 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION o O N N N 49' 48' 59.6 59.6 80.0 80.0 75-1/4" 74-1/4" 46.5 46.5 61.9 61.9 1 DECLARATORY STATEMENT DCA05-DEC-219 F' o ^o 0 0 .: 24" 23" 80.0 60.0 80.0 8C.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.D \\\\\111111111j w LL o 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 ��\��D 6��p1." A7i� 36' 102• 35" 101" 74.6 74.6 80.0 50.0 37" 36" 78.9 78.9 80.0 80'0 ')�� '; • . 76' 75" C,�� `I ��.d �. • �\CENSF'••.,42" 41" 65.7 65.7 80.0 80.0 48" 47' 51.3 61.3 80.0 80.0 46" 45" 59.3 59.3 80.0 80.0 53-1/8" 52-1/a. 552 55Z 73.7 73.7 PRODUCT REVISED - .70592 as complying with the Florida 24" 23" 80.0 80.0 B0.0 80.0 61" 60` 48.0 48.0 64.0 64.0 Building Code 30" 29' 80.0 80.0 50.0 80.0 NOA-No. 17-0918.07 0 36" 108" 35" 107' 73.8 73.8 80.0 80.0 �4I� Ld;alwi�n9 L ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 TATE OF '1 no. 42" 41" 62.4 62.4 80.0 80.0 Expirati n Date 09/2, 2020 44" 43 59.1 59.1 80.0 80.0 By 77// 0�A[L, Miami ade roduct ntrPe /glipjjll\\ sheet 2 of 6 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS U .075" Interlayer .075" Interlayer Ai o Saflex CP With PET Core Saflex CP With PET Core I 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR z m j .090" Interlayer .090" Interlayer 0 rr b Z Saflex Clear And Color Glass Saflex Clear And Color Glass Z °j N By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' n a OR OR IL :2 .090" Interlayer .090" Interlayer OJ o` m Ov SentryGlas SentryGlas 0 W N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' IL OR OR 0; 0 O u. 090" Interlayer 090" Interlayer 0 in Trosifol PVB Trosifol PVB LaIi By 'kuraray America, Inc.' By 'kuraray America, Inc.' 0'Q >M M w 3/16" HEAT STREN'D GLASS w 3/16" HEAT STREN'D GLASS 0 IL 0 r M M N m m IXO M ! I! SILICONE vNi ! I! SILICONE Q W D a o .. S Z 1 j! GE 1200 a s 1 i! GE 1200 IL O K m \ E3 ! DOW CORNING 899 \ E3 ! DOW CORNING 899 J 0 N 4 .1n u zM - DOW CORNING 995 DOW CORNING 995 w Q w M f J- 1IT" E 1/4 POINTS ON LtTES W� MS AT 1/4 POINTS ON LITES 3WIR THAN 36" k WIDER THAN 36" o0 W W z_ ai 0 GLASS TYPE 'C' GLASS TYPE `D' 3 O 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS x po w (L.M.I. & S.M.I.) Ld 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS = C O 2 N o .075" Interlayer .075" Interlayer M M ` n Saflex CP With PET Core Saflex CP With PET Core f 3 N o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' z .D OR OR o .090" Interlayer .090" Interlayer w C Z Saflex Clear And Color Glass Saflex Clear And Color Glass N O O a N O By 'Eastman Chemical Co.' By 'Eastman Chemical Co: SILICONE w fk GE 1200 L Q 3/8" AIR SPACE OR 3/8" AIR SPACE DR t O U .090" Interlayer .090" Interlayer z m a DOW CORNING 899 ti SentryGlas SentryGlas g m L-7 ii �I DOW CORNING 995 3/16" HEAT STREN'D GLASS By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' HI .II OR OR 11 !1 .090" Interlayer 3/16" HEAT STREN'D GLASS _ .090" Interlayer M it li ii Trosifol PVB Trosifol PVB !! I! !! w w m m By 'kuraray America, Inc.' By 'kuraray America, Inc.' M4 j� ❑ N 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS o w w o 0 d d SILICONEGE 200 G < a w SILICONE SILICONE DOW CORNING1899 '0 V a5 It z an GE 7200 z m GE 1200 DOW CORNING 995 rn 'I DOW CORNING 899 y II DOW CORNING 899 g II !I DOW CORNING 995 DOW CORNING 995 co Mt ij ij ij \ M1 ii OPTIONAL GLAZING DETAIL h n it li iI ro II ii 11 XL EDGE SPACER i � � XL EDGE SPACER GLASS TYPES 'Cl & D 1' l it iI it it it ' ` CI ry ry ST. STEEL BY 'CARDINAL' �I .I �I ST. STEEL BY 'CARDINAL' E4 !j OR E4 !i OR 1tI Illdtt c o w�LL c DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' �0` t® 7. OR � 7. OR � �... . SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' . . n f4 M5 AT 1/4 PO NTS ALL SIZES H M5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED a .708g2 0 0 W W as complying with the Florida _ = v m GLASS TYPE 'Cl' GLASS TYPE 'D1' Building Code _ _ a z 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS NOA—No. 1 17-0918.07 (L.M.I. ONLY) o� drowing9 no. Expiration Date 09/22/2020 : tea' (S.M.I.) '�,� ORt�?.• '�e�, W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE EXTERIOR P Y OF GLASSTYPE C1 & 'D IMPACT MUST BE TTEMPERED. Miami ade roduct o tr 1 /j �\ t t7111 tttt sheet 3 of 6 i I TYPICAL INSTALLATION DETAILS (� THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 4� o 0 w^ uC 3 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z "� m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS z FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4" MAX. FLANGE o o SEE ELEV. SHIMS Q W M v 2BY WOOD BUCK FOR SPACING N I OR METAL IL W �xC !I II WOOD STRUCTURE TYPICAL ANCHORS 'v STRUCTURE G: a F LL E3 Ij �j SEE ELEV. > Q �j 'M I' I' M2 FOR SPACING M2 TYPICAL ANCHORS SEE ELEV. G ]M O L LI S2 �' s O 'v vsi © '° FOR SPACING �' 2 IX W o 00. a � 00 �2 O a w p aIII � El a _ {L Z to OE ro MIS S2 Ili Q W mE tW- TYPICAL ANCHORS !I II M2 SEE ELEV. ° II II vi FOR SPACING II II - rn WOOD BUCK .a ,o E1 E3 U m v � M Q — N O 1/4" MAX. z N o 3 n SHIMS 0 00 w EQUAL LEG EQUAL LEG EQUAL LEG a ° . EQUAL LEG 4 L ~M2 TI 2BY WOOD BUCK .° METAL II OR B STRUCTURE ¢ O =N o 1 Al WOOD STRUCTURE C 1 o N F r E3 I' x TYPICAL ANCHORS �� j� M2 a _ SEE ELEV. I x _ FOR SPACING z p 3 th rn I I j Ie M3 'j E2J-e _ ° N U o W TYPICAL ANCHORS a M3 52 SEE ELEV. x ° : ,° FOR SPACING 'v n. .° _ n: . j' j l M2 E3 N W W LL LL p '° TYPICAL APJCHORS E3 Ij II - TYPICAL ANCHORS \ ^ I ' SEE ELEV.^ 16Y FOR SPACING II (1 SEE ELEV. FOR SPACING o WOOD BUCK - z o o r o s o PRODUCT REVISED y � � < � < as complying with the Florida o 0 o a o a Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ^ _ a ^ TYPICAL ANCHORS: SEE ELEV. FOR SPACING By AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) arm-Dado Product Contr I `III11111l Alff/ ' 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksp14 SMS OR SELF DRILLING SCREWS (GRADE 2 cRs) TYPICA EDGE c DIS ANC `�X A /� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MAMI-DADE COUNTY APPROVED MULLIONS � � 1-1 2" MIN. PENETRATION INTO WOOD (HE-AD/SILL/JAMBS) INTO CONCRETE AND MASONRY = 2-1 2" MIN. / / OR METAL STRUCTURES (HEAD/SILL/JAMBS) INTO WOOD STRUCTURE = 1" MIN. u,id b tp � H THRU 1BY BUCKS INTO CONC. OR BLOCKS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE INTO METAL STRUCTURE = 3/4" MIN. 8 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. '.. STEEL: ICON THK. MIN. MIN(Fy = 36 KSI MIN.) C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. AYE OF �� DIRECTLY INTO CONCRETE OR BLOCKS I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / r �y� drawing no. •. OR1OP,... i2 � - �� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) � � YY 1 0-02 '.. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) !lfl/Ildlllll\ sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a Z m i 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL F. w ro < WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 IL 00Q` 0 0 O FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 x TYPICAL ANCHORS 1/4" MAX. D j LL m 2E1Y WOOD BUCK FOR SPACING SHIMS Q w I� II OR METAL a C C m o I� WOOD STRUCTURE TYPICAL ANCHORS v STRUCTURE m B3 E3 M2 A3 x FOR SPACSEE ING TYPICAL ANCHORS 0 0 ti C d M2 SEE ELEV. N O n 'j S2 y FOR SPACING W j IJi. P Z 0 : v Ez E6 C 3 - v—.. - ¢ w m CIOE E6 �F E2 Ll 1/4...'. v .. S2 MIN. o••° x _ m TYPICAL A4tHORS jj jl M2 v s O I ° SEE ELEV. ` E3 jl jj -v w C BY FOR SPACING j� j� e - \ o WOOD BUCK .o n E6 E2 E3 0 o O O w 2 3 B" MIN. 1/4" MAX. BUCK HEIGHT 1/4` MAX. x C) K GAP GAP -O N I I C a NOTO BY SCGITRUCTURE 1/2" MIN. 1/2" MIN. n to I- ��l�L_ \� l 0 N M o __� E2 w O M m 2 3/8" MIN. �+ FIN FRAME M2 BACKBED N CD a' CAULKING n U p ¢ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I U IW- 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Ell w L m w BUCK DEPTH SHALL BE 2%". = LL = THE USE OF DEEPER' OR BEVELED WOODBUCKS IS w w olw R PERMITTED. EXTERIOR HOUSE WRAP E5 E3 u o u NOT BY ccl < < a r w U s r N U U Q U Q � 0 a o a o z z BUCK WIDTH BUCK WIDTH --------------- Fr-----------------'1� F---- MIAMI-DADE COUNTY I i MIAMI-DADE COUNTY APPROVED I� �I APPROVED MULLION I MULLION & MULLION ANCHORS ii o o N N r 1 & MULLION ANCHORS II SEE SEPARATE NOA 11 SEE SEPARATE NOA II _ ----- - __--__-U \>G�NSR PRODUCT REVISED o 1 i I I as complying with the Florida _ N -POs I 11 Building Codeo. TYPICAL ANCHORS �e C e m a a -- I NOA-No. 17-0918.07 - 9 m --- FOR SPACING ExpiratSEE ion Date 09/22/2020 ® ', A4E OP ��y drawing no. B W10-02 #14 X 1" SMS. i Miy4. -Ad- Produc ontr 1 2i/ ///1191111tY\ sheet 5 of 6 �2.505 ITEM PART (7 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �U v Et CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - o r.068 E2 CGI-119 4/ WDW. FLUSH FRP.ME/FiN FRAME 6063-T6 - o 1� E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 Z w 1.995 —�2 E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - G M 9 z .995 O65 E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - I- Z g al • E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - O O°. o 0 M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A O w f7 1.335 M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - 0 M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - O N m E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8•) 6063-T5 - () M5 - 2/ LITE SETTING BLOCKS EPDM DUROMEfER M=E5 SHORE A a 0 m o - �-2.505 r 068 SZ #70 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - OIL O ptu `t Y C. HNo � __IT6jj N J 812 aw MLL 6 1A95 .995 065 J 0 ID_ TYP. Q W 7.335--�I N FLUSH FRAME/FIN FRAME J U I C .675 00 .995 .0R5 I 0 ,�J in Ld WELDED JOINT AT ENDS 1.184� ¢ O = N o o2 N Ln O GLAZING BEAD (LAM. GLASS) 3 N rn z o 2 n �.120 z C Z v4Ji � p o w O� .995 -)SO 1.000 125 Q J TYP. ' U r 1.184-�i 0 M4 �G It V t, V E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS IN = P = B h 1.130�j�.065 p 11 w o w,o 1.450 RECT. OR SQUARE WINDOWS a < w < w -�{ I r.1 BG qoo ¢ O ¢ LC � o oaoa 1.550 1.680 550 .050 TYP. CORNER DETAILS 3 C_ 2 .1"1 Ill N V o � o 00 O NAIL FIN ADAPTER E6 FLANGE ADAPTOR �1.395-�{ 1.119 e PRODUCT REVISED as complying with the Florida P r 180 Building Code 21 NOA-No. 17-0918.07 .050 T .050+ 1081 �® ATE065 Expiration Date /22/2020 _ 90 m o s drawing no. BY P 11W, -,, � ., oo.. �0�; W10-02 M3 FLUSH FRAME COVER M2 SCREW COVER Miami ade ro uc Co r IBI ,��A� sheet 6 of 6 MIAMI•DADE MIAMI-DADS COUNTY WE 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) w w.miamidade.aov/economy CGI Windows and 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 product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Targa 7200"White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W13-42, titled "Series `Targa 7200' PVC Horiz. Roller Wdw. (L.M.I./ S.M.I.)", sheets I through 11 of 11, dated 07/30/13,with revision E dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.01 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. m NOA No. 17-1018.09 CMiAMI DARE COUNTY Expiration Date: February 20,2019 e e Approval Date: December 21,2017 )1e Page l CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-1115.07 and 14-1204.09) 2. Drawing No. W13-42, titled "Series `Tanga 7200' PVC Horiz. Roller Wdw. (L.M.L/ S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision D dated 01/26/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/ fin/flange frame horizontal sliding windows, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA-3033W, dated 09/05/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-1204.09) 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of extruded vinyl equal leg,/ fin/flange frame horizontal sliding windows, prepared by Element Materials Technology, Test Report No. EMT-ESP014637P, dated 10/04/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014), dated 02/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel ere*,P.E. Product Contr aminer NOA No. 17-1018.09 Expiration Date: February 20,2019 Approval Date: December 21,2017 E -1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 5. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t' Edition (2014), and of no financial interest, dated 10/11/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-1204.09) 2. Laboratory compliance letter for Test Report No. CTLA-3033W, issued by Certified Testing Laboratories, Inc., dated 09/05/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-1204.09) 3. Approved Proposal issued by Product Control Section, dated 06/10/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. (Submitted under previous NOA No. 14-1204.09) 4. Laboratory compliance letter for Test Report No. EMT-ESP014637P, issued by Element Materials Technology, dated 10/04/13, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 13-1115.07) G. OTHERS 1. Notice of Acceptance No. 14-1204.09, issued to CGI Windows & Doors for their Series "Targa 7200" White PVC Horizontal Rolling Window - L.M.I., approved on 03/26/15 and expiring on 02/20/19. i J Manuel Pe .E. - Product Control xa iner NOA No. 1 - 18.09 Expiration Date: February 20,2019 Approval Date: December 21,2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W13-42, titled"Series `Targa 7200' PVC Horiz. Roller Wdw. (L.M.L/ S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision E dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), dated 09/14/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51"Edition (2014),with FBC 6A Edition (2017), and of no financial interest,dated August 30,2017,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.01, issued to CGI Windows and Doors, Inc. for their Series "Targa 7200" White PVC Horizontal Rolling Window- L.M.I., approved on 02/11/16 and expiring on 02/20/19. q fF( Manuel Per E. Product Control E a ner NOA No. 17-1018.09 Expiration Date: February 20,2019 ', Approval Date: December 21,2017 E-3 73 3/4" 110" U c7 (4) ANCHORS AT INTERIOR FRAME WIDTH (4) ANCHORS AT INTERIOR FRAME WIDTH �4ft yN. MTG. STILE ENDS TYP. MTG. STILE ENDS TYP. (1) ADDL. ANCHOR 12 9/16" MAX. (1) ADDL. ANCHOR 12 9/16" MAX. _ M SEE SHEET 3 TYP. HEAD/SILL SEE SHEET 3 6" TYP. HEAD/SILL Z M J 10" MAX. WITH 10" MAX. WITH _ M 5 S �� Q N a 6" MAX. ADDL. ANCHOR 6" MAX. ADDL. ANCHOR H w Z o a1 HEAD SILL HEAD SILL 0_ CORNERS CORNERS �.� 0 c ` o 0 i 1 1 i 1 Q W N .M. a Lu N xx II II 0 �j y M c li li c u I I ❑ n C� > m 6 II 6 II II o U II F E II F I I 0 IL a A w z j D D Lu Z> 6 > == m / Nm N Zma O O ; N > r d N O O O _j 0 J J (Y p � J QWz to 0C OJ dNIo- W p w p zZ ====�k---- ----�t---- O II II II II 5 II 5 tLOCKS U o V) xt FALSE MUNTINS m z Z U(SURFACE APPLIED) 33" 33" _ <0 33" 33" x wMAY BE USED D.L. OPG. VENT D.L. OPG. FIX. LITE tO0 D.L. OPG. VENT D.L. OPG. FIX. LITE aO U 0_ x 36 1/4" 36 1/4" * o N w THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. VENT WIDTH LOCKS VENT WIDTH O SHUTTERS ARE NOT REQUIRED. FLANGE FRAMES 3 N M M * LOCKS O rn SERIES 'TAR GA 7200' (1) PER VENT FOR WOW. HT. UPTO 25" AT MID HEIGHT TYPICAL ELEVATIONS (2) PER VENT FOR WOW. HT. ABOVE 25" WHITE PVC HORIZONTAL ROLLER WINDOW AT 7" FROM TOP & BOTTOM O M00 o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER U o < F CHARTS SHOWN ON SHEET 3. DAYLTTE OPENINGS: DAYLITE OPENINGS: N DLO WIDTH = INTERIOR FRAME WIDTH - 7.750 DLO WIDTH = INTERIOR FRAME WIDTH - 11 O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 2 3 COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING DLO HEIGHT = INTERIOR FRAME HEIGHT - 6.562 (VENT) DLO HEIGHT = INTERIOR FRAME HEIGHT - 6.562 (VENT) = INTERIOR FRAME HEIGHT - 4.438 (FIXED LITE) = INTERIOR FRAME HEIGHT - 4.438 (FIXED LITE) MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. o z N o r LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL c WILL APPLY TO ENTIRE SYSTEM. ° w o `; moo THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA °' z BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE LAMINATED GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS °i TO THE BUILDING STRUCTURE. INSULATING LAMINATED GLASS o o o ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INDEX OF DRAWING LARGE & SMALL MISSILE IMPACT AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE SHEET NO. DESCRIPTION__ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 GENERAL NOTES, FLANGE FRAME ELEVATIONS \19i@9E8g//® A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2 FLUSH FRAME AND FIN FRAME ELEVATIONS 3 WINDOWS CAPACITY CHARTS \° ��•,• ®LIENS ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ® F•°° ® n TI 4 GLAZING DETAILS ! iv MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 5 & 6 FLANGE FRAME DETAILS • ro 2(A) fe'l r;Fmsc' b N .705 2 �• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 7 FLUSH FRAME DETAILS v a a REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 8 FIN FRAME DETAILS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 9 BILL OF MATERIALS FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 10 EXTRUSION DETAILS u�a m-a u A ®�®•.d ,E®R t�gq�a drawing no, OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 11 VENT AND FRAME CORNER CONSTRUCTION DETAILS WATER INFILTRATION RESISTANCE ETC. �r _. tea® � • ��9e�� Wl 3-42 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, r „n vuie mAd et 0) ° AND TO BE REVIEWED BY BUILDING OFFICIAL 73 3/4" 110" U v (4) ANCHORS AT INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH MTG. STILE ENDS TYP. MTG. ( ANCHORS STILE ENDS TYP. �� a (1) ADDL. ANCHOR 12 9/16 MAX' (1) ADDL. ANCHOR 12 9/16" MAX. SEE SHEET 3 TYP. HEAD/SILL SEE SHEET 3 6" TYP, HEAD/SILL Z M W 10" MAX. WITH 3" 10" MAX. WITH C F b �' z 6" MAX. ADDL. ANCHOR 6" MAX. 3 ADDL. ANCHOR Z �' N a HEAD/SILL Al HEAD/SILL Al _ Q Z N CORNERS 7 — CORNERS 7 .11 --- a I y O 0 `. 0 V d N Q; C FW- uQ II Ci II II U N m Ct 7 II 7 II II �Vy � W ei 0 — lm°'1 0 a wwm mm iion D E1 / / / 00 � a z y 6 > %� 6 0 a:> / m mZ < a xaj ¢ m _ oO 0 a Z I� > O 0 > J aGG�Mppp aW0 € 1- p II — — 0 II II II II gt II g1 II � a II 7 II 7 II � n U � m N FALSE MUNTINS 33" 33" ? 33" 33" ¢ '��" O L-j (SURFACE APPLIED) D.L. OPG. VENT D.L. OPG. FIX. LITE tO D.L. OPG. VENT D.L. OPG. FIX. LITE LOCKS �0 o 0 w MAY BE USED : H 36 1/4" 36 1/4" -0 U) VENT WIDTH FLUSH FRAMES VENT WIDTH * LOCKS =N O (1) PER VENT FOR WDW. HT. UPTO 25" AT MID HEIGHT c> F— r rn (2) PER VENT FOR WDW. HT. ABOVE 25" a m N AT 7" FROM TOP & BOTTOM o M 0 M 0 73 3/4" 110" Z INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 6" MAX. 6 MAXB 6" MAX. xQ m w CD :2HEAD/SILL A2 HEAD HEAD/SILL AZ m m z N U O 2 r CORNERS B SILL CORNERS 8 0 0 y F � w Z U C2 C2 z m F 8 F 6 p p = p O w ti /. D LZ /. E2 w /. p F Z 6 U w p a w io > 6 > < wjll �+- ,j _ m ti 0 II O i'- F 0 C� =�I�====_ 0 z n I� n a z 'n r a II /I O > O N O > n O II <�I= to p II JL m II J< m Uj v a n io n F O Q W O O Q 0 0 t0 M t0 II II � II B2 B2 a m o o w a®taatalat#e®®® o < m w v UCT,ZE °SED o FALSE MUNTINS 33" 33" � ?� 33" 33" a Gmplys,n wide th Florida e 0. 0592 m m n o (SURFACE APPLIED) D.L. OPG. VENT D.L70PG. FIX. LITE cO D.L. OPG. VENT D.L. OPG. FIX. LITE b i°e*� Co�a e o °u - t MAY BE USED 36 1/4" 36 1/4" VENT WIDTH LOCKS VENT WIDTH rover�a73ate �, 1�: ATB®G �� drawing * FIN FRAMES ® ��: q 9 T"ecle Prarluea CrsaaEa' ®i, S�•°.°° ®RE®�°.•°°�� e W I Z_A2 TYPICAL ELEVATIONS YY J `F o�Baclltall sheet 2' of 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �v U U (XO OR OX SIZES) (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES INTERIOR FRAME GLASS TYPES GLASS TYPES M M DIMENSIONS 'A', 'Al', 'B', 'Bl' 'C', 'Cl', 'D' DIMENSIONS 'A', 'Al', 'B', 'Bl' 'C', `O1', 'D' DIMENSIONS 'A', 'AI', 'B', 'B1' 'C', 'Cl', 'D' DIMENSIONS 'A', 'At', 'B', 'B1' 'C', '01', 'D' 3 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) O F Mori Z 25-1/2" 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 F w ¢I 36" 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 105-1/4" 25" 60.0 60.0 70.0 75.0 105-1/4" 25" 60.0 60.0 70.0 75.0 Q 2 0. 52-1/8" 25 60.0 60.0 70.0 75.0 52-1/8" 25" 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 �. O O ` p U 73-3/4" 60.0 60.0 70.0 75.0 73-3/4" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 cq 0. d w 25-1/2" 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 105-1/4" 37-3/8" 60.0 60.0 70.0 75.0 105-1/4" 37-3/8" 60.0 60.0 70.0 75.0 p F 36" 37-3/8„ 60.0 60.0 70.0 75.0 36" 37-3/8" 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 = y r 52-1/8" 60.0 60.0 70.0 75.0 52-1/8" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 p >M 73-3/4" 60.0 60.0 70.0 75.0 73-3/4" 60.0 1 60.0 70.0 75.0 105-1/4" 49-5/8" 60.0 60.0 70.0 75.0 105-1/4" 49-5/8" - - 60.0 60.0 Q 0 O 4 25-1/2" 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 110" 60.0 60.0 70.0 75.0 110" - - 60.0 60.0 C IL a G 0I 36" 49-5/8" 60.0 60.0 70.0 75.0 36" 49-5/8" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 m. (n 2 O N 52-1/8" 60.0 60.0 70.0 75.0 52-1/8" 60.0 60.0 70.0 75.0 105-1/4" 62" 60.0 60.0 66.3 66.3 105-1/4" 62" - - 60.0 60.0 ItW m LL F U. Z m - 0 73-3/4" 60.0 60.0 70.0 75.0 73-3/4" - - 60.0 60.0 110" 60.0 60.0 63.1 63.1 110" - - 60.0 60.0 1 O E M J 0 (DQ i 25-1/2" 60.0 60.0 70.0 75.0 25-1/2" 60.0 60.0 70.0 75.0 105-1/4" 62„ * - - 70.0 75.0 65" 60.0 60.0 70.0 75.0 Q W M F 36" 60.0 60.0 70.0 75.0 36" 60.0 60.0 70.0 75.0 110" - - 70.0 75.0 77" 60.0 60.0 70.0 75.0 52-1/81, 62 60.0 60.0 70.0 75.0 52-1/8" 62 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 91" 23" 60.0 60.0 70.0 75.0 73-3/4" 60.0 60.0 67.8 67.8 73-3/4" - - 60.0 60.0 77" 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 N 73-3/4" 62" * - - 70.0 75.0 23" 60.0 60.0 70.0 75.0 91" 23" 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 U m 23" 60.0 60.0 70.0 75.0 31" 23„ 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 77" 35" 60.0 60.0 70.0 75.0 31" 60.0 60.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 107" 60.0 60.0 70.0 75.0 91" 60.0 60.0 70.0 75.0 47" 23 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 w n 73" 60.0 60.0 70.0 75.0 23" 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 0 0 w 23" 60.0 60.0 70.0 75.0 311, 35„ 60.0 60.0 70.0 75.0 91" 35" 60.0 60.0 70.0 75.0 77" 47„ 60.0 60.0 70.0 75.0 N x 311, 35„ 60.0 60.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 101" 60.0 60.0 70.0 75.0 91" 60.0 60.0 70.0 75.0 = C N 47" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 75.0 107" 60.0 60.0 70.0 75.0 101" - - 60.0 60.0 = N o O 73" 60.0 60,0 70.0 75.0 23" 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 3 N 23" 60.0 60.0 70.0 75.0 31" 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 75.0 O M rn 47" 59" 31" 47„ 60.0 60.0 70.0 75.0 47" 60.0 60.0 70.0 75.0 gill 47" 60.0 60.0 70.0 75.0 91" - - 60.0 60.0 C Z 47" 60.0 60.0 70.0 75.0 73" - - 60.0 60.0 101" 60.0 60.0 70.0 75.0 101" - - 60.0 60.0 ¢ 0= n 73" 60.0 60.0 70.0 75.0 23" 60.0 60.0 70.0 75.0 107" 60.0 60.0 70.0 75.0 23" 60.0 60.0 70.0 75.0 31" 60.0 60.0 70.0 75.0 65" 60.0 60.0 70.0 75.0 w Q 0 Q w 31" 59„ 60.0 60.0 70.0 75.0 47" 59" 60.0 60.0 70.0 75.0 77" 60.0 60.0 70.0 75.0 (1/4W) (1/2W) (1/4W) 0 47" 60.0 60.0 70.0 75.0 73" - - 60.0 60.0 91" 59" 60.0 60.0 70.0 75.0 73" 60.0 60.0 70.0 71.9 101" 60.0 60.0 70.0 75.0 � � � 73" 59" * - - 70.0 75.0 107" 60.0 60.0 68.0 68.0 w w m x x s * LOAD CAPACITY WITH ADDL. ANCHOR AT MTG. STILE ENDS 107" 59" * - - 70.0 75.0 AND 10" MAX. ANCHOR SPACING (1/3W) (2/3W) # LOAD CAPACITY WITH ADDL. ANCHOR AT MTG. STILE ENDS c AND 10" MAX. ANCHOR SPACING - 2 o OPERATING VENTS TO BE z z o x w = u ~ (1/2W) (1/2W) 1/4 OF THE WDW. WIDTH 00 w o a 1/3W) (1/3W) (1/3W) +XOX+ Z z a x ( NOTE: i v r OPERATING VENT TO BE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4 o a 6 o 6 6 1/3 OF THE WDW. WIDTH AND FLORIDA BUILDING COMMISSION OPERATING VENT TO BE 'XO OR OX' DECLARATORY STATEMENT DCA05-DEC-219 1 2 OF THE WDW. WIDTH / OPERATING VENTS TO BE PRODUCT s'LP,°7E.SE.IA XO OR OX' 1/3 OF THE WDW. WIDTH as e; mp,4jas with tbe F3€,° �Q9 'XOX' x mKmg d� ®� �,°• OC,EN °•® ® n - Die. INTERIOR FRAME DIMS INTERIOR FRAME DIMS INTERIOR FRAME DIMS F x e9a a Date G� o ® ®.7®592 ti a n pe O -� Doo e • c D,Ms 7't'cE c.:° ® T TH®F ° �q2�\ drawing FLANGE FRAME FLUSH FRAME FIN FRAME ®It9B tll\\\\ sheet 3 Ol 1 1 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Core �Y By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR Z m00 j .090" Interlayer .090" Interlayer .075" Interlayer 0 F. 01 N Z Saflex Clear And Color Glass Saflex Clear And Color Glass Saflex CP With PET Core Z "' N a Lu By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR IL c 6 0 .090" Interlayer .090" Interlayer .090" Interlayer 0 O �u 0 SentryGlas SentryGlas SentryGlas 0 w N OR Kuraray America Inc.' BByR 'Kuraray America Inc.' By 'Kuraray America Inc.' IL G Lu .090" Interlayer .090" Interlayer 0 U M r Trosifol PVB Trosifol PVB V O of,i By 'Kuraray America Inc.' By 'Kuraray America Inc.' CY > M c F kF-1 " ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 0 IL p 0 ,I m 0 �+ ? yILICONE SILICONE �. 2 0 n rn E 1200 II I' GE 1200 jj j- SILICONE a w p w DOW CORNING 899 w N OW CORNING 899 i Ij DOW CORNING 899 li DOW CORNING 995 �' Z p gOW CORNING 995 I l DOW CORNING 995 I I: 0 G J Z Mw rn FIXT aOAT 1/4 POINTS ON LITES O AT 1/4 POINTS ON LITES O AT 1/4 POINTS ON LITESP4 n WIDER THAN 36" P4 I—I 410 WIDER THAN 36" 14 n n 10 WIDER THAN 36" ::9 _C I pq k k k L w GLASS TYPE `A' w GLASS TYPE 'B' w GLASS TYPE `C' 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 0 w (L.M.I & S.M.I.) & a 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS o c 1/8" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS z 0 = .075" Interlayer .075" Interlayer N N r Saflex CP With PET Core Saflex CP With PET Core .075" Interlayer .075" Interlayer 3 N M By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Saflex CP With PET Core Saflex CP With PET Core o O n M OR OR 1/2" AIR SPACE By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' "0 3 .090" Interlayer .090" Interlayer OR 3/8" AIR SPACE OR C Z ;n Saflex Clear And Color Gloss Saflex Clear And Color Glass .090" Interlayer .090" Interlayer Q p • o 1/2" AIR SPACE By 'Eastman Chemical Co,' By 'Eastman Chemical Co.' 3/16" TEMP. GLASS SentryGlas SentryGlas C1 .� OR OR By 'Kuraray America Inc.' By 'Kuraray America Inc.' w (� o .090" Interlayer 3/16" TEMP. GLASS .090" Interlayer N U 1/2" AIR SPACE SentryGlas SentryGlas 3/16" TEMP. GLASS 0 By 'Kuraray America Inc.' By 'Kuraray America Inc.' 3/16" ANN. GLASS OR OR 1/8" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS OR .090" Interlayer .090" Interlayer a a Trosifol PVB Trosifol PVB w w z w z 3/16" TEMP. GLASS w SILICONE �_ w w B 'Kuraro America Inc.' B 'Kuraray America Inc.' SILICONE E w s m y y y y z m GE 1200 z m DOW CORNING 899 o z a to - DOW CORNING 899 m - o o r m jj ji j ur II DOW CORNING 995 DOW CORNING 995 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Ca Ij j jl U, Ij jl jl o d d II II XL EDGE SPACER I! I! XL EDGE SPACER ca a a 5 a SILICONE SILICONE m GE 1200 m GE 1200 II II II STEEL BY 'CARDINAL' II II II STR. STEEL BY 'CARDINAL' w a z 0 - DOW CORNING 899 z m DOW CORNING 899 OR O 0 " N ii !! i DOW CORNING 995 0 ii !! i DOW CORNING 995 ° DURASEAL BY 'QUANEX' ° (DURASEAL BY 'QUANEX'QR R SUPER SPACER BY 'QUANEX'Q PER SPACER BY 'QUANEX' in <' > 2 'oXL EDGE SPACER '! !I !I XL EDGE SPACER c o .6 fh II ST. STEEL BY 'CARDINAL' jl 4 II ST. STEEL BY `CARDINAL' �' F I n �' r1 rl N ao' � mOR OR W 10 AT 1/4 POINTS W AT 1/4 POINTS a o 0 0 E" ALL SIZES E+ ALL SIZES a>i o ° DURASEAL BY 'QUANEX' ° DURASEAL BY 'QUANEX' k k c a m o o w a oR a OR w GLASS TYPE 'Cl' w GLASS TYPE `D' SUPER SPACER BY 'QUANEX' �' SUPER SPACER BY 'QUANEX' i®®\\E 99l0lar/®/ O O 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS W n 10 AT 1/4 POINTS W f� A110 AT 1/4 POINTS 0 o p ALL SIZES ALL SIZES o w GLASS TYPE `Al' w GLASS TYPE `B1' o No e0592 T i d F2bkf9,.L'M" r1F65-.?i' W e .✓°' L L 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS is ,I SY s3 3&sx tvk§1sww' v1 we a° v` o (L.M.I ONLY) n �u r a rri m Ij-1vi , ,94EOP ��® drawing no. (S.M.I.) :;I �e -y' � a��s °. ®Ra®P.• p�: `-l�r`. , •°• tea,® W13-42 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' MUST BE TEMPERED. EDGE DIST. TYPICAL ANCHORS l� V cmi SEE ELEV. TYPICAL ANCHORS 11 FOR SPACING SEE ELEV. XDIST ,00, 1BY WOOD BUCK FOR SPACINGSEENOTE 'ON SHEET 1. r___ ___ ____°i m 3 d ; ° .a d . °_ METALx I MIAMI—DADE COUNTY APPROVEDzd ° a STRUCTURE ¢ I° MULLION & MULLION ANCHORS I QZ E 1 1M S = II SEE SEPARATE NOA Nrn EDGE DIST. a N I I F g 2 N a EDGE DIST. I Q g IL N � O0 0 eq .. $4.. �UOU❑ �LJOU❑� �LlOU❑ cc 0 F' LL O E19 A E18 E17 m III „T�� 0 0 > M L � Q' 0 P7— 0 E3 Q 0.MIX 0 0a a.l Et2 !I li it 0 E16 0 0 O In Z 0 N I! II Q Q Q LL Z In �' M I I II 0 E10 14 02 a J DID ¢ I !I II II D FLAT HEAD WITH BUSHING REQUIRED AT HEAD 2 M E w ABOVE FIXED LITE ONLY ON ALL STRUCTURE TYPES. TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W 0) ~ E13 II !I !II !! !! 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) II II =57 4" DIA. AGGRE-GATOR BY 'ELCO' Fu=95 KSI, F KSI � m WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ( y- ) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) g AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) U N 0 0 II li li THRU 1BY BUCKS INTO CONC. OR BLOCKS o w v it �I ij ii WEEPHOLES: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) & Of x r W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ^- v F- a w END WITH PLASTIC COVER o x N m DIRECTLY INTO CONCRETE OR BLOCKS F- m a W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) '� nc`\I\I 0 o 0 z W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o o M d o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS `- �' M li ii I: z SEALANTS: OR ,,, 0 w o¢ ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N C) SILICONE SEALANT. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a o ALUMINUM: 1/8" THK. MIN. 6063-T5 MIN. W i! STEEL: 1/8" THK. MIN. (Fy ( 36 KSI MIN.) SS I! !! !I II II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w w m W II II II II II i ran � " TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 - w E12 I! I! Ij II II z INTO WOOD STRUCTURE = 1" MIN. Ms O Eto INTO METAL STRUCTURE = 3/4" MIN. w IJ o `A VJ3 li !i o Q . WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. z !i CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. is ji Ei6 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. E13 c o o n f of O Q M+ 2 N O N N E+ FLANGE FRAMES � 8 E18 E7 00 . . . . w W2 Ll� _ Ets M8 iZJ Q❑ iZJ Q❑ e�o��°°�®CENSg 41® ® \Wl . .8 d- b ° • \{No. 0592 o r €"k )L.al°"g $.'�'.`3�uL''.�3' m I � � � �T n as,,>mgt d rrg tviru 55.,E .. m ° d z '$ v e ..:• ,psi n to ( ® ® '• a A4EOF fig\ drawing no. e _ TYPICAL ANCHORSv. TYPICAL ANCHORS �� 0 W13-42 ° SEE ELEV. 1BY SEE ELEV. By ®o °•••• ° FOR SPACING WOOD BUCK FOR SPACING ..,,�. _'=1r Pro cckAL ®®�¢I liltleo° sheet 5 of 11 1/4" MAX. 1/4" MAX. U INTERIOR FRAME WIDTHtj SHIM 15 SPRING LOADED LATCH SHIMS N O LIMIT TO SWEEP LOADS LATCH TO ±60 IMT PSF O O M E4 E7 E16 E11 Et5 E9 13 12 M6 M7 TYPICAL ANCHORS z M00 m TYPICAL ANCHORS LG ELEV. O Z N FOR SPACING ❑ Q O❑SEE ELEV. SPACING 2 N a Q ao 00 Q. O N0N � M It oI F X O � OUN � Q G voLua o OEM o W � � Zg0 U Q W z LL M M9 E13 E12 M9 EB E14 E13 EXTERIOR ° v' Q W T IW- D.L. OPG. 0 METAL XO LAYOUT SPRING LOADED LATCH STRUCTURE 1BY WOOD BUCKS 15 OPTIONAL TO SWEEP LATCH SEE NOTE ON SHEET 1 Lj LIMIT MAX. LOADS TO ±60 PSF 1/4" SHIM INTERIOR FRAME WIDTH 1/4" MAX. MAX. O O SHIMS o u3 3 L II-- O D.L. OPG. O W LO E4 E7 E16 E11 E15 E9 13 Mil M6 M7 O_ xx N � 4 TYPICAL ANCHORS o cr ❑ �❑ SEE ELEV. 0 � FOR SPACING 3 N M tO o pLIL -0 N m o _ o � 0 O O N O ° w m O pv W 0 W TYPICAL ANCHORS EXTERIOR P m SEE ELEV. M9 E13 E72 M9 E8 E14 E13 FOR SPACING D.L. OPG. o w F N XOX LAYOUT w � = wo MIAMI—DADE COUNTY APPROVED CLIPPED MULLION TYPICAL ANCHORS o W a & MULLION ANCHORS SEE ELEV. FOR SPACING z SEE SEPARATE NOA INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH ° —' I I fn O d' o❑ ❑o p 001mUOw 00 AN AH4f 0 mth d w,t"-3ttAlb, 6 s II II ca e)�WX �I L-----JI�� 1 td.x*t�a�e' • AYE®fF � _29� drawing no. ®sBoatoL , sheet 6 of 11 TYPICAL ANCHORS O SEE ELEV. FOR SPACCINGING FLANGE AND FLUSH FRAMES CAN BE � TYPICAL ANCHORS D USED AT ALL ANCHORAGE CONDITIONS. SEE ELEV. m U `� m 3 FOR SPACING x 0 m Z I- / EDGE DIST. 7EDG�EIDIST. o N 0 t" M Z N >— m 1/4- MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 1�4 MAX F w ¢j d " e " 4° a ° a. \ m O SHIMS SHIMS d d n N 15 SPRING LOADED LATCH Q a ai - a d . a d,a a , C.1 OPTIONAL TO SWEEP LATCH E 1 �' p p M C) LIMIT MAX. LOADS TO f60 PSF 0 w uN� 7�xC o 8 N E19 ❑ Q O❑ C w m A l E18M Et .o I _ I' O 0 O 0 t, d E72 !I Ili I!I Ei6 Q o W Z w 0 h a � zN _ o lii ii o E10 14 p (D S a II II FLAT HEAD WITH BUSHING REQUIRED Z M 2 w M9 II D AT HEAD ABOVE FIXED LITE ONLY - _ _ o N w m E H III Ij Ili ON ALL STRUCTURE TYPES. S I -I E13 ili Il it II II cv IN I I U m I I M9 E13 EXTERIOR li II ii I! I! 0 o � W Ij it it II II 0 n ... Jo Q W !II I! I! I! II 7YPICAL ANCHORS TYPICAL ANCHORS Of it jl II F- SEE ELEV. SEE ELEV. - "O t j l! I! ili jj jj w FOR SPACING FOR SPACING z _ L� � 01 o ii ii ii i! i! $ i 0 3 N M > MIAMI-DADE COUNTY a O o II II II APPROVED CLIPPED MULLION - O it jl jj jj ? & MULLION ANCHORS w O Q J li! i� II it it SEE SEPARATE NOA U :�E F INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 0 O Iy ! ! IF 71 w �p �� QLi I �I Illl �i� Qa � 0 � � 0 � oo UL E10 W3 - I- E12 Il I! II II II I I Il II o a w c=i a M9 III I: :I :I li !i o a I m z m !I I I I _ II II rri aau� m � E73 O M4 I I B1 E2 FLUSH FRAMES N s � osa E L___ _J E16 W2 E19 i®®Yy99E 9 B1#111, ® O M8 Q� TYPICAL ANCHORS \��V �[r�D.AH4f //// !2 SEE ELEV. FOR SPACING ® °•�90�AgS�•�® ®i -a LII M ® ® p \ F s>wl 0592 '`C'i: e o s < afien Oaa:.. • �LC3; ® /�• TATE®[F �4� drawing no. . a $ TYPICAL ANCHORS �'d` ° • �D.Rl ° �� W13-42 a SEE ELEV. o®/ °°. .. -��" FOR SPACING r_ ;_Ta Vave. ;tei'.+JCi C6i9[G /// 16 ®��°-� \® /11#111100�Y sheet 7 0f 11 TYPICAL ANCHORS c� SEE ELEV. V FOR SPACING z I� � n TYPICAL ANCHORS: 0_ M " � H imp z NFIN FRAMES: SEE ELEV. FOR SPACING F W Z N a #8 SMS/WOOD SCREWS (GRADE 2 CRS) c O o ` 0 V INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 W N E19 1-1/4" MIN. PENETRATION INTO WOOD p E18 3/4" MIN. EDGE DISTANCE 0 8 N n E5 E17 O > M A2 � mmm 0 0 0 0 a 0 o a�.$E12 !I li li Ei6 0 UU) N O jl Ij Q 1/4" MAX. INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 1/4" MAX. w LL N W Ul : O jl II 0 E10 SHIM GAP SHIM GAP {I' Z O f Q M9 !i ii i! li li 3/4" MIN. 3/4" MIN. JQ m j II 15 SPRING LOADED LATCH E73 II II III Ilj III C2 OPTIONAL TO SWEEP LATCH E2 O jl II II LIMIT MAX. LOADS TO ±60 PSF II II � �! III !II li li E6 E16 E11 N N III II y i i i oo Q �oOO '" — m O EDG III I� I. I: DI Li ST. x 00 oa cl�N 4 I! !II III III III F x s O = N o a LO h QO Ct w — — o M ~ J jl II li II II i a 3 C4ro 0 M O ¢ C Z I! II II O it jj ij Ij ii z w _ O Q .� I! II II EE w a E13 EXTERIOR o ii li i j i 14 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. X !II Ijl III Ilj FOR SPACING FOR SPACING N m W II II Ii II I z w w m I. II II ari y x n ¢ z ¢ o .j j M9 II Ij II :I 'I O E10 w � a I I' E16 E13 II II in < M4 O m f 6 B2 E6 a a n q E7 FIN FRAMES N s o s WLO E18 mp'... 4 vlv5) P . vLC%Fki a m U U W Ere nt M8 ��Q� ��i a c s104e ✓r a�` 'V ,. ,� ��o I f a C ns= ?ice i�mduc,Ct�s€Essxa$ ry 0592 _ o u ® ° TATEOF drawing no. SEE ANCHORS >/7® �� \oa W13-42 FOR SPACING ®®SB9901B6tt� sheet $ of 11 3 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS u 7 E1 CGI-1009 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. M E2 CGI-1002 EQUAL LEG FRAME JAMB / SILL PVC DECEUNINCK NORTH AMERICA LLC. Z ID j E3 CGI-1016 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. C Z z¢ E4 CGI-1015 FLANGE FRAME JAMB / SILL PVC DECEUNINCK NORTH AMERICA LLC. Q La Z N a E5 CGI-1021 FIN FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. a. a. O o U E6 CGI-1020 FIN FRAME JAMB / SILL PVC DECEUNINCK NORTH AMERICA LLC. C W N E7 CGI-1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA LLC. 0 O F E8 CGI-1004 FIXED MEETING STILE PVC DECEUNINCK NORTH AMERICA LLC. O W <0 E9 CGI-1005 LOCK STILE PVC DECEUNINCK NORTH AMERICA LLC. (� LU d 7 E10 CGI-1010 TOP / BOTTOM RAIL PVC DECEUNINCK NORTH AMERICA LLC. Q� ¢ 0Y M °o Q E11 CGI-1007 JAMB STILE PVC DECEUNINCK NORTH AMERICA LLC. Q ILO .IO .3 L 5 W E12 CGI-1008 IG GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. C Z O N E13 CGI-1025 7/16" MONOLITHIC GLAZING BEAD PVC DECEUNINCK NORTH AMERICA LLC. LL Z N a o E14 CGI-802 FIXED MTG. STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER M F E15 CGI-807 LOCK STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER Q w M Iw- E16 CGI-800 TOP/BTOOM RAIL & JAMB STILE REINFORCEMENT 6005A-T5 CGI EXTRUDER 0 E17 CGI-803 HEAD TRACK 6005A-T5 CGI EXTRUDER N E18 CGI-1026 FRAME REINFORCEMENT SMALL 6005A-T5 CGI EXTRUDER 6" LONG AT MTG. STILE LOCATION U E19 CGI-1027 FRAME REINFORCEMENT LARGE 6005A-T5 CGI EXTRUDER 6" LONG AT MTG. STILE LOCATION L m Mt SCS 1200 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE GENERAL ELECTRIC '^ 0 � � M M2 DOW 995 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING J O w o 0 LL, M3 DOW 899 GLAZING SILICONE (1/2" X 3/16" BEAD) SILICONE DOW CORNING N M4 70-10001 ROLLER NYLON/SS SULLIVAN OR EQUIV i C M6 70-10044 SWEEP LOCK - CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS Lc)n M M7 70-10045 KEEPER - CGI CUSTOM ATTACHED WITH (2) #6 X 3/4" FH SMS o 30 N M M8 146-1A WEEP HOLE COVERS PVC CGI-CUSTOM M9 W43291NW .187 x .290 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB M10 - SETTING BLOCK, 2 PER LITE EPDM - DUROMETER 85±5 N O_ M11 PROTECTO WRAP WATERPROOFING OR EQUIV. AT FIN FRAME w U v M12 W2315NW .187 x .150 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB 0 M13 W23221NG .187 x .220 WEATHERSTRIP PILE W/ CENTER FIN WOOL ULTRAFAB M14 71-10047 ANCHOR BUSHING NYLON CGI-CUSTOM READ. WITH FLAT HEAD ANCHORS AT FIX. LITE ONLY 12 M15 70-10002 SPRING LOADED LOCK, 4" LONG 6063-T5 CGI CUSTOM O O O O to S3 #8 X 3" TRUSS HEAD SMS - MEETING RAIL ATTACHEMENT 4 PER MTG RAIL o w o S4 #8 X 1/2" PAN HEAD SMS - HEAD TRACK U a = a F S5 #6 X 3/4" FLAT HEAD SMS - SWEEP LOCK/KEEPER WHITE RIGID PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND 'MDCA'. .Ct:Etyii}'I I Nita'Lfw?Wi -4 0 p N O N 9 E 1.....h` G5 0 0 0 y aao.UaIle �`\11l 14999 g/®'/ O bi..5vsz ,adF T`xax:ue;e C, �� •° G�[YS ®,tea o 3n o ® •/1 \ Pal®.80592 m a n t �m 0 T.4TE IF '��f�< drawing no. sheet 9 of 11 3.250 U 3.824 1.500-�{ 1.030 .947� .060 .060 �Oj_] � Z0 630 1.125 .705 1.602 1.442 M Z 2.067 2.639 50 .090 F w Na 7.140 J �. O V o w 2.639 .070 Q J N ` U 2.089 0 E16 d � N .632 L � Q TOP/BOTTOM RAIL REINFORCING 0 ° a .060 .06 E10 VENT TOP/BOTTOM RAIL JAMB STILE REINFORCING E17 HEAD TRACK C y 1.904 Q ° > M 3.824 I� 3250 1.500-�{ 685 0 CG O K th o m, wd E3 FLANGE FRAME HEAD E4 FLANGE FRAME JAMB/SILL op .a7o ,24 Z�/�J� .060 Z p N 1.500 � � .596 Q W N E o 1.715 075 1.195 Z M_ 3250 3 824 J z m 4 w 1.110 Q w a) -p .060 .060 Q .156 0 `� �LJOLJO .875 O 1587 a 0 .630 E9 Eis Ei8 FRAME REINF. SMALL rn LOCK STILE LOCK STILE REINFORCING v 2.639 v C � 2.639 rn 1.589 1.150� a CD w 0 .632 2.250 1.175 L o O o 1.904 Q .060 .060 r�oo ,g47 .060 LL 910 1.721 3.824 3.250 8 r-Il 1.500 1.080 z O = N o � C � � Et E2 '200 E19 FRAME REINF. LARGE o 00 N FLUSH FRAME HEAD FLUSH FRAME JAMB/SILL 070 O -0 N 1.398 � C Z -� 3.250 1.598 3.824 p = n Q E9 FIXED STILE Eta FIXED STILE REINFORCING � g w n N Q 1.625 .630 L u 1.750 .060 ��.0��60 2.639 �LJOUE) �� w w w LL 1.589 ll . a wwa w F7.587 =0 0 2.7092.6 3 1.50060 632 w zxzU L 1.625 060 s"wa L. 'oNoQ 1.904 Q O g a n e f 3.824 1.125�I o 3250 E5 O E6 E77 EVl FIN FRAME HEAD O FIN FRAME JAMB/SILL O JAMB STILE C+ra?�T£" wi` a m o o w so�enta$tiFl",9n° 0 .758 .875 ice .050� 230 I� G¢:sfi,�a Ba€ e EN �] �s� o p Q or A50 �^ .625 y. ®.5®�92 ®_ 6 \ r II// n� rt Dad-Fir uee'. � � � a .32� .866 .626 8 .035 .861 1202 .070 .908 � • �e O .44EOF e�� drawing no. .498 .625 �� •e ®�a®�.••° o m W 13-42 OE7 E13 E12 15 ®1/ \\� SCREW COVER O GLAZING BEAD (LAM. GLASS) O GLAZING BEAD (INSUL. LAM. GLASS) SPRING LOADED LATCH /gpooep0\\ sheet 10 of � � 4.0 N 7 I M Z MR O Z M Q N CL Q CL N M sN co) O � o U C W N d N x Q: OIw- LL FOB CORNERS WELDED 0 Q >M am X!7 C 0 ryi MITERED WELDED 0 ru It d CORNERS V O N Q w LL Z N _ O j M 1zmaw D Qwm � � � N U m g C I FRAME TOP CORNER 3 0 FLANGE FRAMES SHOWN '-�' O Cj FLUSH & FIN FRAMES SIMILAR 0LLJOf x H N � Cf) VENT TOP/BOTTOM CORNERLO o x N o 3 04 o 0 ®O zs O Z O _ O � n w U p< ® O N Z O O r MITERED WELDED CORNERS o w `� y V W U 6 MITERED WELDED CORNERS 0 41 O Y N [O h C ® tti,iLL++TT�� • 0 O N O g N N ejfnaCtt40l NIP 53 & ,.ar De F ecsct C- m! an ° � ® 70592 . ® FIXED STILE TOP/BOTTOM CORNER e ° �7 _= = x FLANGE FRAMES SHOWN I e v v -0 - FRAME BOTTOM CORNER FLUSH & FIN FRAMES SIMILAR ATE OF • �` drawing no. FLANGE FRAMES SHOWN ®� °°•(O�p®P,.°° pgw FLUSH & FIN FRAMES SIMILARAL ®®aaaoloaae°� sheet 11 of 11 M 1AM I DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy CGI Windows and 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 product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion —L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0129.08 MIAMI-DADE COUNTY Expiration Date: March 28,2023 S Approval Date: March 29.2018 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5. dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a I"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. I and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.0 7) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a F'x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 1h Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manue Pere P Product Control Exa ni r NOA No. 18-012 .08 Expiration Date: March 28,2023 Approval Date:March 29.2018 E-I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens I and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.0 7) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows &Doors for their Series "Clipped"Aluminum Tube Mullion—L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel Wrez, E. Product Contro, x iner NOA No. 18-0129.08 Expiration Date: March 28,2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion— L.M.1.". sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 0 1/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6 1h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 5 th Edition (2014),with FBC 6 th Edition (2017),and of no financial interest,dated October 4,2017,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows &Doors for their Series "Clipped"Aluminum Tube Mullion—L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe)t/ez,P E. Product Control xa ' er NOA No. 18- 29.08 Expiration Date: March 28,2023 Approval Date:March 29.2018 E-3 .250" TYP. 4ftu V 1.000 ,185 �Y° �' HOLE I ui ,125 II Z a 00 z ,125 2.000 !� M r` O F- ko om 01 �. z CO 2.000 w (0 Z) 4,000 ii TYPICAL Q N � 3� GLAZING PRODUCT O v 0 LO JN 3� 3, - _ _ O W N 1-2.000 �% _ __ a W 1.000 O: ° ~ `` .3 0 cr) Ix = .332 IN\4 til�sp'• _ _ = h, Sx = .332 IN\3 �! - - v p W vq CLIP ANGLE 0' O M o 6063-T6 0 0. G �0-I 1X2 MULLION 6063-T6 , ®2,000 6.000 Z 125 w ( w w M _ NLO O L000 � � O � M ,125 2,000 3,000 ,000 J Z M Q w Q w0) � 31f3 2,000 .125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS (0 LO 4.000 `W" DIMENSION � 3,000 M ,125 HORIZONTAL OR VERTICAL 5 _ MULLION `W' - IN. � 'r' SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING � 2" 1.688 L o ~3" 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. O O w 4" 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED 0 u 6" 5.688 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. Q C Ix = .9502 IN\4 RECTANGULAR ALUMINUM TUBE MULLIONS N Sx = .6335 IN\3 Ix = 2.9762 IN\4 USING MULLION PROPERTIES ONLY LO V__ LO N Sx = 1.4881 IN\3 w O .715 NOTES. .0 LO 1 X3 MULLION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE aC z LL_ u") 6063-T6 2X4 MULLION REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 0 _ o 6063-T6 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). _ 0 � cn ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE •°' 0 Q w 1.875 ,125 APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER U f- 2.000 ,125 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. —� 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE -- DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. v, 4,000 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS m m uj m AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE O o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o r 1,000 0 0 o W o �,125 MULLION CLIP FOR 1 BY TUBES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -41 > 0 0 o Q. Of CGI-383 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Uuj 6063-T6 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE z D :D W D ,125 REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 6.000 1.700 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY O OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR o -j ,: c6 r-� 4,000 ,125 WATER INFILTRATION RESISTANCE ETC. .- O N N O N •- INSTRUCTIONS: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, o � 0 0 0 USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL. �Ocl o w L' 0 _ 2,000 ,125 0 8 0 p p'Oe® STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ®`®® �D Q�n„ ®®®®® rn LC7- FOR PARTICULAR OPENING. ®® °°. •°°°°° °/� ®® STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ® °° CAN °� ® N � ABOVE LOAD REQUIREMENTS. °lX o q ®_ V_ STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT o •70 2 E � e o ° ° �; APPROVAL. 4,000 m Ix = 2.0374 IN\4 USING GRAPHS ON SHEEP 2 SELECT MULLION SIZE WITH , ° " ° Ix = 8.2757 IN 4 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED l• p ° r o ° ° Sx - 1.0187 IN\3 \ rvzt��2i ache �'��t��t � � ° N o Sx = 2.7586 IN\3 IN STEP 1 ABOVE. o T E OF �i2 � drawing no. dop USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS ®� ° Q U0c°°°° O�® MULLION CLIP FOR 2BY TUBES ®®�� °°° C� ® M95-13A 1 X4 MULLION 2X6 MULLION _ STEP 5 ON SHEETS) 3 & 3.1, SELECT ANCHOR TYPE WITH DESIGN RATING ®® ° `® CGI 395 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. v®® 6063-T6 6063-T6 6063-T6 ®/p 8 l p a®� sheet 1 of 5J1 1 X 2 X 1/8" MULLION 1 X 3 X 1/8" MULLION 1 X 4 X 1/8" MULLION 130 130 130 ---- - 4"UT- L% 7j LO VERTICAL ____ rn 120 120 120 MULLION Z ao Z M , _0 38— /8 GLAZING WLAI m < N PRODUCT PRODUCT �'D � N m110 110 110 ,q 50-5/ " MULL SPAN p v LO 56 0 �., M W N 100 100 100 a. W O: o � U. 38-3/ " MULL PAN 63" ® v N M W 1 W2 = I` CL90 CL90 � 90 >� am I I � ° � M o i 50-5/8„ MULL SPANIx in ' 0 0 o ARCHES TO BE INSCRIBED Q 80 Q 80 Q 80 INSIDE RECTANGULAR SHAPE O OJ O " OJ � 0 0 ® N 56 / „ 14 W m W - 74-1 HORIZONTAL MULLION W V) o M w70 w70 w70 nj� � � 2 .. 0 0 0 ZM W 63' Q W m J50:��GLAZING 60 60 60 PRODUCT \8484" cv i a' `n 50 50 50 " U 74 1/4" 96' 3 C " 50 5/8 N LO � � w 40 40 40 GLAZING GLAZING o 84 108 PRODUCT PRODUCT O 63" p0 W x 30 1 30 30 •E 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 MULLION SPAN ¢ C TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 0 N o co LO >, W O 2 X 4 X 1/8 MULLION 2 X 6 X 1/8 MULLION TYPICAL MULLION ARRANGEMENTS U' 130 130 a .� z� 50 0 -5/8" c� — WIDTH (W) = W1 + W2 _ 0 120 120 2 •° o Q w 74-1 4" cn U ~ \516 -\ \s 110 110 63" 84" 175 W t7i 100 100 W W W W m 74-1/4" MULLS N � o m � N N F- F F-� Z Z Z Z o � < < < < Lti I 84„ I 96" MULL ONS � () L) 0 � o Q) 0 0 0 0 IL O 80 O 80 Z Z Z Z Z Z Z 108 C� C� NOTE Uj 00 Lo � 00 : w 70 w 70 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o Q Q O N N O N 120" VERTICALLY OR HORIZONTALLY. o � o 0 0 (INTERPOLATION BETWEEN WIDTHS ALLOWED) Q) 0 o W , 0 60 60 96" 132" ®��8000//D ®®® 00 ®® II 50 " 50 "0 40, �p N °°°� ® N CY 10 144" o PRODUCT 8 o �� o �, 40 40 as cmnoyhV with flu Ned& ° m Buiiding Code 120 ® v s A m� �® " o o �® 132 ;a 30 30 °° E OF Ni4 ® drawing no. 25 35 45 55 65 75 85 25 35 45 55 65 75 85 ®®®�� °° M95-13A TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES MULLIONS � � � - act ®® �0� o ®®® /�/ODA9d�� sheet 2 •f 5j I CLIP < 130 2 ANCHORS TYPE `A' 130 2 ANCHORS TYPE `B 130' 2 ANCHORS TYPE `BH' ANCHORSto � `- ol \38--3Z8" U 38 3/8" ULLION PAN 01 120 M LION SPAN 120 120 VERTICAL � z MULLION Z ko M J O ZQ N 0 D 110 1 10 1 10 J a Q W C4 50-5/8 GLAZING GLAZING D 50-5/ PRODUCT PRODUCT ® ��,• LID JO � M 100 100 A 100 OWN - 5 56 H �. 0- 90 90 b- 90 CLIP O v M I I ( ANCHORS W ff \63 W1 W2 cy0 > M O Q 80 6 Q 80 Q 80 X O O O 0 Qa. 00 � -' 74- -' 38 3/8" ULLION PAN HORIZONTAL MULLION Z z z CLIP ANCHORS t!) 00 t0 0 70 � 70 � 70 ARCHES TO BE INSCRIBED � � � J N INSIDE RECTANGULAR SHAPE Q W � Ln - W W 84 W LL WW (/� O 8 " - O2 M o � 60 % .� � � aj 60 GLAZING W M 2ul 9 96 50 5 �� PRODUCT `� a 50 1 ff 50 1 p ff 50 ff N ff \5" ANCHOR J 0)40DETAIL #1 N o V co 401 40 � \\3 74 '� • LO GLAZING GLAZINGCLIP Q) _ 30 PRODUCT PRODUCT ANCHORS L 30 30 �. o 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 85 O _ � p w x � TRIBUTARY WIDTH INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES MULLION SPAN bi x � -00 c 2 ANCHORS TYPE `BF' 2 ANCHORS TYPE `C' 130 130 TYPICAL MULLION ARRANGEMENTS co N w 30LO .� I � rn 120 120 w1 + w2 WI DTH (W) _ 38- /8 MU LION S AN 2 LO �110 110 oQ J 5Uj 0-5/8" ANCHORS `A' U '- 100 100 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 38- /8" MULLION SP N 56 OR THRU 1 BY WOOD BUCKS INTO CONCRETE co 0- 90 0- 90 ANCHORS `B' N&j cy z Ll U U I I 63" APPLICABLE TO ANCHORS INTO CONCRETE V m M m o r- O N N Q 80 a 80 f, ANCHORS `BH' � W 0 ff o 74- 4 - W � o Lj o -� 50-5 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS - Z o W 70 70 OR THRU 1 BY WOOD BUCKS INTO BLOCKS 0 � o Q Q v� ff 6n 84 0) o z a W CL U > ® 5 ® ANCHORS BF Z a 60 96 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS 60 3' 10 OR THRU 1 BY WOOD BUCKS INTO BLOCKS (vn/ c Ln LO co n' O r 7 f r 74 1 ANCHORS `C' .9 O N N o N 50 50 � � N � � 1 ff APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES o 0 0 0 y8l L c � W Li C� S 40 ��P.A�4 0 40 ®®0`000DOOp�QO® ff 25 35 45 55 65 75 85 25 35 45 55 65 75 85 P �1C`I" CIS o ° P TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES Co Y i I o o 05 ��te-rqaq ilBuding Code o v U i s o NOTE: A� m ° � ° o ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ANCHOR LOAD CHARTS ® , , � a u � � �® 0 00 `� Old ° �i2 � drawing no. LOCATIONS AT HEAD, SILL OR JAMB ENDS. By ®� ° Q u®�°°° o° ��® °°° ° ° ° ®® M95-13A FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5e 2 ANCHORS AT MULLION ENDS Pro ®®®�/O o ��®`® T ®o�/§ONAL ®°(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 11 0 0 V a o e® sheet 3 of 5ji CLIP 1,30,- 4 ANCHORS TYPE A < 130- 4 ANCHORS TYPE 'B' 130 - 4 ANCHORS TYPE 'BH' ANCHORS n - 38— /8 \ —3/8 U) 50-5/3" 8 120 - 120 120 -\\ 63 VERTICAL z z it 0 \50-5/8 38-3/8 CO MULLION ko z0 co (D 74 4 _j — "\ - Z 110 - 110- 110 z W GLAZING GLAZING Z) U) Q N 84 MULLN AN :2 (L PRODUCT PRODUCT ® o/�\N 0 100 - 100 100 O w N LL- 96' 63 LL- C. 110 to is 0: LL 0 W 84 Lo 50-5/\8MULL SPAN \\ \ I N 90 CLIP m 90 go I 74--1/ I ANCHORS Lj ri \1 > M 0 5 0 < \9 6" < It 0 80 < 80 - 0 0 d 80 HORIZONTAL MULLION z 08 z 63 0 0 - CLIP ANCHORS 0 W ARCHES TO BE INSCRIBED M z J N F5 70 V) 70 F/) 70 Uj Uj 12 Uj INSIDE RECTANGULAR SHAPE W Z) LL LO rl W M 10 '�fAN N, 1 0 \1 3 N b4L 6 '�G mi 00 60 60 0 LAZING W 14 W 0) PRODUCT 84 50 50 50 96 LO ANCHOR —' 0) 10 DETAIL #1 �\O\8 \6\3 2 N"'� PAN \1\3 11 \9\6:\ 40 - 10 Q 40 40 N., GLAZING GLAZING LO CLIP ft 0-11% PRODUCT PRODUCT 0 30 30 ANCHORS 0 T---=1 30 V) 25 35 45 55 65 75 85 �5' '85 O 25 35 45 55 65 75 85 25 35 45 55 65 v E w TRIBUTARY WIDTH INCHES TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES MULLION SPAN E =3 4 ANCHORS TYPE 'BF' 4 ANCHORS TYPE 'C' v C\J 0 130 - 130 - TYPICAL MULLION ARRANGEMEN TS (0 n'� LO \ 50-5/8 3X\ W 0 120 - 120 - s -6 -0 3CD \8" -W1 + W2 C LO WI DTH (W) e—' 2 LO 63 0 110 - 110 - 0 too M < 0 38-3/8 ANCHORS 'A' 100 100- APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 4 1 1 U- - 4-1/4\ Cn Cn \7\\9 OR THRU 1 BY WOOD BUCKS INTO CONCRETE CL IL 6 90 \50— /8 \84 1 90 ANCHORS 'B' 5 m Q Q 08' APPLICABLE TO ANCHORS INTO CONCRETE \ %, 0 80 0 80 ANCHORS 'BH C: C14 0 0 z -+--' \6 3 0 - \\1 20 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS CL V) 70 En 70 'c OR THRU 1BY WOOD BUCKS INTO BLOCKS 0 W co 0 13 M ION AN Uj \74-1 ANCHORS `BF' -01 1 1 ID1 60 60 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS �6 3\" 10 96\ OR THRU 1BY WOOD BUCKS INTO BLOCKS 10 84' W 00 C- 0 o 50 50 ANCHORS V — 0 co > 0 0 40 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES C 1 L s Q) 40 LO 0) PP--- 0 011 Do 30 11 a Uj 30 t1*4 0 v%GEN 0, C*4 Cr 1-1� 0 00 ell 1 Cq Cr 25 35 45 55 65 75 85 25 35 45 55 65 75 85 14--. a '' % Ir- PRODUCT REVISED 0 TRIBUTARY WIDTH INCHES TRIBUTARY WIDTH INCHES o 7059 as campfyiM with tin Florida Building Code NOTE: Acceptance I%Z-za -0 01., -A� C'e'ji W- E ifation Date ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER AN C H O R LOAD CHARTS ®� drawing no. o 0 LOCATIONS AT HEAD, SILL OR JAMB ENDS. 0 0 �2® By 01 0 M 9 5-13A FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. ade Prodiwt C (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 4 ANCHORS AT MULLION ENDS fi�L ®®® Ille emItO 1, jhe t3.1 of 5JI d . . d/4" 0 U LTRAC O N d °' i U , 1% ANGLE � .1/4" 0 ULTRACON NOTCH' WOOD BUCK � 2/ ANGLE .T❑ ACC❑M❑DATE -� ao ° CLIP•.ANGLE T❑ MASONRY Z M h z 2 X 2 X 1/8" a 2 X 2 X 1/8" co ALUM ANGLE ALUM ANGLE a ° a Z M X 214 S.M.S. _ 14 S.M.S. 2 ALUMX ANGLE a w N 2 ° # ° Q / ANGLE ° 2/ ANGLE LO d a # 14 S.M.S. — _ 0 O M 3/ ANGLE w N ` ----L=�— -- a -------- -- ° w L. •d G d -------- -- » N ° L___ __ 1/4 0 ULTRACON O = ti d 'n 2/ ANGLE o z p w%-I ----�--- -- ® o�, o Q vq �-- - d MULLION LMULLION •d ° M Z J N — — Q w U. in 14 U. zN .� o ° MULLION d a — C m A7. -� ° CONCRETE OR W Uj MASONRY BLOCKS 1 BY OR 2BY 1 BY OR 2BY WOOD BUCK N MULLION a MULLION WOOD BUCK 7A 7 L o U co 2X2X1/8" °. 2 X 2 X 1/8" ° 7S r� ALUM ANGLE ALUM ANGLE :° MULLION 2 X 2 X 1/8" `n 2-5/8" LONG 2-5/8" LONG ALUM ANGLE Uj — a Q 3-5/8" LONG 0 0 ---�——————— ---- ——————— E O W °d 0 W Q I ----�------- < I a I i _ I ® z I d N 0 O Z — °— I o0 z —' a. I ° LO ,n I a I N Z -� C�j c0 (V X I I w O .� O I a I z IOZ dL OZ ° l 0 g O O °� Z—J ----L---- -- ° ( ram ° a !�' tf O U — a I < <n o 1.500 J ° 1.500 ° a � () Ld MAX. MAX. d ----1---- -- 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 1.500 _ U_ M U_ 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS MAX' N-r oo 0 CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL - o N W ---r- — w O0 X 00 I Q � W w o v zo MULLION I I 3 SCREWS PER SIDE REQUIRED FOR Q) O z 0 a- 4" & 6" TUBE MULLIONS z Q :D Of Z) 2 X 2 X 1/8" ALUM ANGLE co oo T— Ln ►n o0 14 S.M.S. C O r r7 7 o Ir-- -------------,I 2/ ANGLE 04 0 0 Q '01 N N O N O 0 0 II r_� 2" MIN. •0) o 0 1 LC o w w _ I II II NOTCH ANGLES TO ®4e`p008�U0B��® I I ►j MISS MARBLE SILL OR TRIM ® 00 < I Y, 0 /[,%. Go 04 0 ° o \ .0 ° ° d as P CB 592 °, Fkd& o-4 �/A` bi 2 .! -6 as ilh ° (/v -12 Building Co& L?_j 2 ° o a ° ° a Acceptancebf o ,� 40PO 0 W__� 4' PRECAST CONC. : •4 \ Pkatim Dat ° E OF ° ® drawing no. d SEL �® °°°° y IRO®0 D� 1/4 DIA. ULTRACON y ®®�� °°°°°° pp� ®®® M95-1 3A 1/ ANGLE Jai Dace Product ®®®��0 0 x ®�o DNQL ®®® /aaoppepe® [sheet 4 of 5 4/4 of 0 ULTRACON d ° N.131% ANGLE 1/4" 0 ULTRACON TOTACCOM❑DA BE CK � MULLION CLIP MULLION CLIP 2/ ANGLE CLIP',ANGLE TO MASONRY Z M z v Q M 2 . � F W � N � �'_ _ Q Q d O C Q W N M d IL cq Id W 4 -————— I L------ t I L------ ° - rp——————-� r� 1 4" 0 ULTRACON v (n () W ;A •2/ ANGLE z4 o Inyam ® N MULLION MULLION ° _ _ Q W Z J `L Z to .: o d. MULLION •4 d. 1 . 0 Q M v z m _ ° CONCRETE OR W m U�l MASONRY BLOCKS 1 BY OR 2BY 1 BY OR 2BY7 WOOD B�U.CK WOOD. BUCK I MULLION MULLION7 LO cn d 0 d U '_ MULLION -o to LO L o a 4 ~ O E O w I I I IE � 'O (!? I I I I z I I • • ' -v Q = I a I I I I ® =3 LO coo N � I I I O I I w O .� I o I v I I Z o z CL ----�J----- ` ----- ----- 4 I I .a LO C:) 0 I E-) 0 I a ----J--1----- U) d v . z w M O � • U O _ c N O w� OO T � p I I U a ui . Q MULLION I I I -01 1 1 Of SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 0 00 1 BY OR 2BY TUBE MULLIONS .o v N II---------------7 AND FOR FABRICATION OPTIONS OF MULLION CLIPS •; .0101 II-- --I ----mom II II NOTCH CLIPS TO I I I I MISS MARBLE SILL j) II OR TRIM ®®®®�'n1 D� q�(� ®®®®® rn o _ d... vclq witho (tvnD A •'''''' .. .' '' ...'' ©d dd ... ... .. .. .. 6 ..................... �.Y... . ........... l �cc .. .ation D ill al j ° a ° a d o ° TATE OF 4® drawing no. PRECAST CONC. I �® ° "4®G�0®�;0 ° D�® a SELF 1/4 DIA. ULTRACON �,� _;� ®�� ®® M95-1 3A ° 1 ANGLE �a ado: , ®®® Q / ®®®o AL ®®® �paou000�® sheet 4.1of 5 a I rn Z "'0" z ® M N� Mm o ® Z J N W � � � 2 N f (L � Lf) e-Yo o � o 0WN M O. W X. Q WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q; o u. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM v 0 M AND TRANSFER THEM TO THE BUILDING STRUCTURE. v o W ACCESS HOLE O � M o 2 OR 4 ANCHORS TYPE `C' ® 0- 0 Q O� TYPICAL ANCHORS: SEE ELEV. FOR SPACING SEE SHEETS 3 & 3.1 METAL STRUCTURE � 0 OR ® � rr FOR CAPACITY TUBE MULLION Z ® N TYPE `A' 1 f 4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) Q W 5 u. ------------ ------------- LL Z = in INTO 2BY WOOD BUCKS OR WOOD STRUCTURES — , _ O g M J 00 < j 1-1/2" MIN. PENETRATION INTO WOOD w m W THRU 1 BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETELO TYPE `B'— 1 4" DIA. ULTRACON BY 'ELCO' Fu=177 KSI, F =155 KSI r , o ( y ) �i i = v � DIRECTLY INTO CONCRETE 0) 1-1/2" MIN. EMBED INTO CONCRETE THIS SCREW CAN BE I I 14 X 3 4 FH SMS � (� i INSTALLED IN EITHER I I 1 PER CLIP AT 1 X2 & 1 X3 MULLION i- O ro TYPE `BH'— 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTION iT d7, v i 2 PER CLIP AT LARGER MULLIONS O w %-."C) DIRECTLY INTO HOLLOW BLOCKS i a Q 1-1 4" MIN. EMBED INTO BLOCKS i i U) / Q c MULLION =N o THRU 1 BY BUCKS INTO BLOCKS 1/8" THICK ALUM CHANNEL i 1BY OR 2BY TUBES .� I—T-- LO a, 1-1/4" MIN. EMBED INTO BLOCKS LENGTH TO FIT SNUG I to N (0 INTO MULLION i w 30 rI TYPE `BF'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) J LO DIRECTLY INTO FILLED BLOCKS O 0 � z LO . � 1-3/4" MIN. EMBED INTO BLOCKS _ � ANCHORS DETAI L 1 T—< O w THRU 1 BY BUCKS INTO BLOCKS F- METAL TO METAL CONNECTION 1-1/4„ MIN. EMBED INTO BLOCKS TYPE `C'— #14 SMS OR SELF—DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES Z (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 0 0 ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) N STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ° W o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C w ui v � a TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. .. INTO METAL STRUCTURE = 1/2" MIN. � a) 7 77 O4-j a AN •co t T 0 0 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. Q) o CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. o a a o o C-90 HOLLOW/FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. NA�� k o p °.°°°°O ®® I II ° ® I N P ROr T) o 70592 . o ° ° z- Acceptmce a '° ti o --" °° E®G �i2 drawing no. 1 Ilk. 40, By a 0 ° 0\ ®®�0-o z! M95 - 3A M,r : - Produce ®® p� o 0 ��O o l l l%k k I j S11CCt 5 of 5