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WS-18-587 Permitwo. WS-3-18-587 IRt E t0 Miami Shores Village 'P VPam"Type.,WindowstShutters 10050 N.E.2nd Avenue NE fk Classification:Window/Door Replacem Miami Shores, FL 33138-0000 er i Pennit Status:APPROVED Phone: (305)795-2204 Issue Date.311612018 [ Expiration: 09/12/2018 Project Address Parcel Number Applicant 379 NE 94 Street 1132060136130 Miami Shores, FL 33138- Block: Lot: WILLIAM JONES Owner'Information Address Phone Cell WILLIAM JONES 379 NE 94 Street MIAMI SHORES FL 33138-2842 Contractor(s) Phone Cell Phone Valuation: $ 19,000.00 GLASS MIRROR PRODUCTS, INC (305)889-0616 Total Sq Feet: 0 Type of Work:WINDOW REPLACEMENT 6 IMPACT Available lAspections: No of Openings:6 Inspection Type: Additional Info:WINDOW REPLACEMENT 6 IMPACT Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $11.40 Invoice# WS-3-18-66704 DBPR Fee $2.40 03/07/2018 Check#:6479 $50.00 $ 153.80 Amt Due .80 DCA Fee $2.00 1,53] Education Surcharge $3.80 03/16/2018 Check#:6542 $ 153.80 $0.00 Permit Fee $160.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $203.80 In consideon f he issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining ttt re c ld in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thk e t Isume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are I required for E IC L, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 11 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio an in uthermore, I authorize the above-named contractor to do the work stated. March 16, 2018 thorl ature:Owner / Applicant / Contractor / Agent Date Building epartment Copy March 16,2018 1 Miami Shores Village RECEIVED Building Department MAR 07 01 � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Vh FBC 2014 BUILD! C7 Master Permit No. o. PER T APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP nI (�' IS-/— CONTRACTOR DRAWINGS JOB ADDRESS: 3-7 9 IU G= 1''C / City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11"`J706"d1�)-6GO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFFE: OWNER: Name(Fees Simple Titleholder): �� j):0 (I l �� Phone#: �-78 1 — q-74Y Address: S-7J Q e !n(( S I 2 City: MI t xVl.�(- 1 State: Zip: J Tenant/Lessee Name: Phone#: Email: _'• ' �-, CONTRACTOR:Company Name:( l!��S L r(1J�/ �b�^ Phone#: Address: � City: f-T7 CAv ) State: E--l___ Zi p: g 3y Qualifier Name: C�+2t S l�'w Phone#:3C -o??"1 State Certification or Registration#: G C. I Saaa-I (.0 Certificate of Competency#: DESIGNER:Architect/Engineer: -dwiVp 1 CJL 1yeC z • Phone#: Address: SUS City: VaA CU-,4 State:k—(— Zip: ?z1w' Value of Work for this Permit:$ 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: w i Alpo w Specify color of color thru tile: Submittal Fee$ Permit Fee$ Qb CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2'60 DBPR$ Z ` Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OV4WrAGENT CONTRACTOR The foregmng instr nt was acknowledged before a this The foregoing instru nt Was acknowledged before me this day of n 20 , by At day o �/ 20 by is personal) known to 0� C S,4)who is personally sown to me or who has prod �`� me or who has produced as d d identification and wh tike an oath. identification and who id tak an oath. NO A Y PUB C: \\\� ERCEp��///�/i NOTARY UB L C: `�`\\�•*'' tA CpM'OFiS� 0Y COAIRys SC's V* I14 y` �O sign: �wj ,�4. O•. Z Sign: •`�a� ��L Q:0 Print: <'/t IJcL / Print: F .. i 2 Seal: %�• `%. �i \��l Sea : ��• 'kfhe i c� •'••..... �� i s'T'•.anvritets ,.•' ' OF t0RIDA •*\\`` '/1; �0FFLOR APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t S Miami shores Village 5N ORERE Building Department sell 10050 N.E.2nd Avenue Miami Shores, Florida 33138 r�tiN Tel: (305) 795.2204 ORIpA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). , Ack wl e t: Qualifie Owner Signature a e Print Name h r Property Search Application - Miami-Dade County Page 1 of 5 { ,r ..# OFFICE OF THE PROPERTY APPRAISER Detailed Report Generated On:2/6/2018 Property Information 4 Folio: 11-3206-013-6130 + Property Address: 379 NE 94 ST Miami Shores, FL 33138-2831 WILLIAM J JONES TRS Owner WILLIAM J JONES LIV TR 379 NE 94 ST Mailing Address MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds I Baths I Half 8/5/0 1 . . � EFk Floors 2 c Living Units 1 Actual Area 6,806 Sq.Ft Pier Living Area 5,941 Sq.Ft Adjusted Area 5,761 Sq.Ft Taxable Value Information { Lot Size 19,200 Sq.Ft 2017 2016 2015 Year Built 1927 County Exemption Value 1 $50,000 1 $50,0001 $50,000 Assessment Information Taxable Value 1 $749,941 $714,174 $708,862 Year 2017 2016 2015 School Board Land Value $575,615 $480,434 '$460,794 Exemption Value 1 $25,000 $25,000 $25,000 Building Value $445,156 $431,341 $434,650 Taxable Value 1 $774,941 $739,174 $733,862 XF Value $58,986 $59,607 $39,656 City Market Value $1,079,757 $971,382 $935,100 Exemption Value $50,000 $50,000 $50,000 Assessed Value $799,941 $764,174 $758,862 Taxable Value $749,941 $714,174 $708,862 Regional Benefits Information Exemption Value 1 $50,000 1 1$50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $749,941 $714,174 $708,862 Save Our Homes Assessment $279,816 $207,208 $176,238 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second' Exemption $25,000 $25,000 $25,000 Homestead Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfnfo/disclaimer.asp Version: s http://www.miamidade.gov/propertysearch/ 2/6/2018 a M#AMI-DADE ` �1 hy MtAhTC-DAI) UNTY �K PRODU+t T CONTRO TA TION ' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RER i,'11805 SW.26 Sire Room 208 Kie .� , BOARD AND CODE ADMINISTRATION DIVISION `' ;:i"•:,.T(786)31'5-2590 ''<F(q6)315-2599 NOTICE OF ACCEPTANCE (NOA) 2 .'. �" wwW miuinidm¢ov/economy 1 CGI Windows and Doors,Inc. r< • 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 Contxol 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 I Section that this product or material fails to meet the requirements of the applicable building coda.•• This product is approved as described herein, and has been designed to comply wvith•the Florida SuildiD& •• Code, including the High Velocity Hurricane Zone. •• 3 DESCRIPTION: Series"238"Outswing Aluminum Casement Window-L.1V'j. . . • ..•.. . • • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-23 8 Alum Ou4swing Casevwr t Wd4'•••; (L.M.I.)", sheets 1, 1.1,2,3,4, 5, 5.1, 6 and 7 of 7,dated 12/04/98,with revision K•datea 08/36AYA,-reparad... by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing'.(!'Miami-i)ade;County:•- Product Control Revision stamp with the Notice of Acceptance number and expl a.t ion date by th8'MiarrAs••;• 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 loga,'c1V, stag, • ' 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 i 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 foi inspection at the job site at the request of the Building Official. P This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2;E-3, E-4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. t ® NOA No. 17-0918:11 , A Mnarti-IDADE COUNTY Expiration Date_ October 26,2023 �ERUXIFURIV Approval Date: November 30,2017 ��f Page 1 a 6 t ?CGI Windows and Doors,Inc. t NOTICE'OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2; 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision'J dated 04/10/15, prepared.by Al-Farooq Corporation, signed,and sealed by-Javad Ahmad, P.E. t B. TESTS 1A. 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. t along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer, DurasealO and Super Spacer(& insulating glass spacer, prepared by Certified Test 'Laboratories, Test Agport No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramash C* Patel,'PX.' 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading ptt FBC T45 ;0J-94 •' 2)Large Missile Impact Test per FBC, TAS 2MV4' " " ••••'• 0.0.00 1 3 C Wind Pressure Loading per FBC T 3-94 •••••. r ) clic Y g P � AS 2Q 0000 . + along with marked-up drawings and installation diagram of a'ser�as 7400'P:NC'piojecj... ¢ out window, to qualify DuPont "Butacite" PVB interlayef,•`M4aseal®eqn j Supef:•.' Spacer® insulating glass spacer,.prepared by Certified Test 1'abSiatories, Tegr Repdrt ' '•• - . 0000. • No. CTLA-3056 WB, dated 03/03/15, signed and sealed by IPames�C. Patel,P.E. ••• • 3. Test reports on: 1)Uniform Static Air Pressure Test,LoadingVe rYBC TAS202-94 . 2) Large Missile Impact Test per FBC, TAS 2@t-94 ;••••• :" 3) Cyclic Wind Pressure Loading'per FBC,TAS 203-94;" • along with marked-up drawings and installation diagram of a series 23 8 aluminum fixed window,-to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulatingaglass 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 t 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 , r 6)Forced Entry Test,per FBC 2411.3.2.1;and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminumcasement window, prepared`by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C.Patel,P.E. A (Submitted under NOA #14-0506.01) , a _ Manuel Pe z,Y.E. Product Control Efaetner NOA No. 17-0918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-1 ' le r r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-944 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted under NOA #12-1220.14) 6. Test reports on:,t)Air Infiltration Test,per FBC,,TAS 202-94 :2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411:3.2.1, and TAS 202-9¢...• •••••• along with marked—up drawings and installation diagram of eri akminum casement .' window, prepared by Hurricane Testing Lab., Inc., Test RdpVtt No.*"?* k*-0088-•• • 0301--07 for specimen A and B and-HTL-0080-0905-07 for s$2*ecimen B and C, datdd...: 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abr 'P.E. •0 0 o e• 99:000 • (Submitted under NOA # 08-1010.02) 999909 !... 99990 7. Test reports on: 1)Large Missile Impact Test per FBC, TAS 2Q19� •• ...... 2) Cyclic Wind Pressure Loading per FBC,,TAI;M-94 , ' along with.marked-up drawings and installation diagram of art aluipinum Ixrtswing • casement window,prepared by Hurricane Engineering&Teshxg*, lie.,Tes1.Re orts.•••• No. I ETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298 dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font,RE (Submitted under NDA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA's #96-0417.03 and# 01-1002.03) 1 •6 ^ M I .6 ti Manuel ere Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-2 k r 11 t° 1 r CGI Windows and Doors,Inc. w E 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ° B. TESTS (CONTIlVUED) 9. 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 an aluminum casement" window, prepared,by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and 17FL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS r 1. Anchor verification calculations and structural analysis, complying with FBC-2010, • r dated 4/24/14,prepared by Al-Farooq Corpdration, signed and.sealgd by Ja,Vii;• ••••• Ahmad P.E. • (Submitted under NOA #14-0506:01) ••••• •• •••••. 2. Glazing complies with ASTM E1300-09 ••'•" • D. ,QUALITY ASSURANCE • ...... ... . ..... L, Miami-Dade Department of Regulatory and Economic Resoumes•(iZER). •• ...... E. MATERIAL CERTIFICATIONS •••••• 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amtriea,:Inc.for tivir ;••••; "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expi Tugg* 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. t Manuel Pere .E. Product Control E a ner ° NOA No. 17-D91 8.11 ° Expiration Date: October 26,2023 } Approval Date: November 30,2017 .. E-3 t 1 s 4- t Z CGI Windows and-Doors,Inc. P l NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5"Edition (2014), dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014, signed by Manuel Perez, P.E. (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and RTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI48-2144,HETI-08-4287 and HETI-07-4298, issued by Hurricane 1 Engineering &Testing, Inc.,dated 06/27/08 and 07/17/08, all signed and s �by ...... ••• Candido F. Font P.E. • (Submitted under NOA # 08-1010.02) 0.00•• see •• 0.00•• 5. Laboratory compliance letters for Test Reports No.'HTL-0086-VSQ3-96 and ' %•••: HTL-0080-1107-98,issued by Hurricane Test Laboratory, InC;wed 03/f)**0 s and ;•• •• 11/10/98,both signed and sealed by Timothy S. Marshall,P.Ev••••• 0 00:0 9• (Submitted under NDA'#96-0417.03 and 01-1002.03) '• •• •• ••••0• r 6. Laboratory compliance letters for Test Reports No. FTL-1003:11n27STL-1042, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94,botbesigDed and.;sn,-ded by ;0 0 Yamil Kuri P.E. •••••• (Submitted under NOA # 96-0417.03) •• • 7. Test Proposal for the qualification of Butaeite®PVB glass interlayer by Kuraray America, Inc.,as well as Durasealg and Super Spacer®Standard warm-edge > flexible insulating glass spacers,dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS `F 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows &Doors;Inc. for their + Series"238"Outswing Aluminum Casement Window- L.M.I., approved on 06/26/14 t and expiring on 10/26/18. t . 3 t + Manuel er Product Control Em' er j NOA No.17-0 8.11 ` . Expiration Date: October 26,2023 Approval Date: November 30,2017 E-4 CGI Windows and Doors.Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW-EVIDENCE SUBMITTED A. DRAWINGS E 1. Drawing No. W98-100, titled"Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 17.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Fardoq Corp6ration, signed and seated by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. : D. QUALITY ASSURANCE . Miami-Dade Department of Regulatory and Economic Resour�es'(j ER) • E. MATERIAL CERTIFICATIONS ' ' ' 1. Notice of Acceptance No. 14-0916.11 issued td Kuraray Am4MY Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated O jr�J;5, expo on �••• 07/04/18. . . 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Ammea;Inc..for 16&r ••.... . "Trosifol®Ultraclear, Clear and Color PVB Interlayers"daH1!41/19/17,'expiring •, • ...... on 07/08/19. ...... 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Che'bti&tCom�ny (.MAS•••• for their"Saflex CP—Saflex and Saflex HP Composite Glass9Interlayerp't"iAith' ' 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 I. Statement Ietter of conformance, of complying with FBC 51h Edition ,(2014), with FBC 6` 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. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238". Outswing Aluminum Casement Wind6w - L.M.I.-, approved on. 09/17/15 and expiring on 10/26/18. Manuel Per . E. Product Control Em' er NOA No. 17-0 8.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 4 ` s ' GENERAL WINDOW SECTIONS = WINDOW WIDTH c� a b 'r�� "'t•; of FLANGE FRAME " t sr.5; E c VENT WIDTH o 00 7 ' t �2�t� • f D.L. OPG. -7" Z WW z-A HEAD/SILL Q3 -.• ;�.� '� CORNERS0 Q a I 6 _ = 0 1 is --�� Ogg P4 2 I CAM LOCKS r a I j // i2 Ir Ili a O Z-J 9 2 LOCK •POINTS r. I Z 0 v FI = :: n ALL SIZES - !�F-- : .moo o wtr Ur 1,-, o Q'0 O C r cc o C SNUBBER 3 1 ' // i i 0 o° AT IMPACT WINDOWS ONLY z r I I i F- / II tl - C L C W j I `_-' c5 = ==tl=-^fL�' �___= r C y fit m (� _ / 11 C7 ! I 1 �"'10 = �I O j II �� 11 6 0 +: I I o Z3 -43 _- ---- I 1 w o ____ II - SURFACE APPLIED C J j 1 ----------- z �r-=- FALSE MUNTINS a t m - w ------- \ li OPTIONAL w m f ►- j 1 1 11 \ I1 r i ___ _ •• • - ---- -- - -- - II � It-- • •uO/e •••••• _ - _-__---- II • v • � • r FOR GLASS TYPES, 05 ....:. REFER TO • •N SHEETS 3 AND 4. 1 7 3 2 1 2" � • •O 1 J ••v • •••••• 9 D.L. OPG. D.L. OPG. / 2 B 24" MAX. TYP. < 0 w _ r� • sa • c .:1, • ••••• 1" VENT WIDTH VENT WIDTH 1" TYPICAL ELEVATION AT HEAP/SILL • t I•II En I •••••• WINDOW WIDTH I j WINDOW WIDTH (FLANGE FRAME) • •O z n - • • • f- • j I • 0 •(R Ino U) 00.00• CV w • EXTERIOR I I MULTI POINT LOCK 3 I 98 BY 'INTERLOCK' 0 I I ► MAXIM MULTI POINT LOCK • •� J 9A BY 'TRUTH' ALT. TO CAM LOCKS • ALT. TO CAM LOCKS C�4 ?t O _ M 1 MAX. WOW. LOCK MAX. WDW, LOCK cc: Q HEIGHT POINTS HEIGHT POINTS j I 6 42' 2 W. 2LU N U ~ w 3 e 63' 3 0 56' 3 o84 4 74' 4 2 84" 5 z ri v s m v 5Q r O 6 Cm N OCl oc v o 7 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. `� g REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA 1 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. I 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE n [;-z INSTRUC•PIONS: DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO oUSE CHARTS AS FOLLOWS. to TO THE BUILDING STRUCTURE. - SEPARATE CGI MULLION N.Q.A. >ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS m c >< STAND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 11111 111t !I�/ Ep-'1 DETERMINE DE..IGN WIND LOAD REQUIREMENT BASED ON WND VELOCITY, BLDG. HEIGHT, WIND ZONE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 AH /// to ._ USM APPUCA13LE ASCE 7 STANDARD. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ��GELVSF /// a II a o STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 0,-:) CAP110DiT( OF DESIRED GLASS SIZE PE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT J �"r 7 7058 - �^ USTLiG CHART ON SHEET 5 SELECT ANCHOR OPTION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET,-THE _ _ PRODUCT REVISED m o 'STEP WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.as complying with the Florida v° 4 IN_SIEP 1_ABOVE. , I Building Code THIS-PRODUCT-APPROVAL-IS-GENERIC•AND-DOES-NOT-PROVIDE-INFORMATION=•-- - 4 NVA=No. 17-091$:11 : •�t/� FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ® ATE OF - �/ drawing no. STEP 4� IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHED 7 TO DETERMINE CAPACITY. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 'Expiration Date 10/26/2023 pinpP,- ' ®`�� W9 Q` 00 WATER INFILTRATION RESISTANCE ETC. // �• ' 0.00•• �� V 5JEETHE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 CONDITIONS NOT SHOWN IN THIS DRAWING ARE-TO BE ANALYZED SEPARATELY, -By //// ®NAII �� SHAD. APPLY TO ENTIRE SYSTEM. AND TO BE REVIEWED BY BUILDING OFFICIAL Miam ade Product o ro ��►1 fill I%%\\� sheet of 7 _. • c % WINDOW WIDTH �U O O VENT WIDTH WW-1 1/2" Z 3 GENERAL WINDOW SECTIONS D.L. OPG, 0 F z WW-6 1/2` — Z � N E Q UAL LEG FRAM—E s" MAX, TYP. Q A CL HEAD/SILL 0' oa o o ,o CORNERS 0 w N 4'00 to / Ito }y�. U. Ij 7II / m� N¢ 0>m 11 O II 73W n 0'M-M o IT `° U V) �Qy 2 -�t�t !I W Z II F IIL S 0 2 N N i ,.�--y..l-= � LL z N� O p.lp CAM LOCKS w �' a / I I � i t i O w 9 2 LOCK POINTS = _ o II j�j II Q w Ho = 41 i ALL SIZES n1L,I o = Z\ I /_ ii SURFACE APPLIED a W 0) r Z > 3 FALSE MUNTINS O SNUBBER w wOPTiONRL I 1 '- AT IMPACT WINDEWS ONLY Z I i \yy\ • •0 ffi • •••••• l - II 11 - 2. • • • J l I 0 10 II it, • 3 i •n • •••••• 6 p f I ® j I� \ • 4i •� Ln • • tit— I LLJ .24 ••:••• . 14 S P� 24" MAX. TYP. • a b Cn • •••••• ------ -- - -- AT HEAD/SILL • •moi •O 2Cy o co •• —— ———— — TYPICAL ELEVATION � `C14 •••• • 3 ' erf (EQUAL LEG FRAME) ; •�0 ''�•rn :...,: ri • FOR GLASS TYPES, C,�•o to 7 2 3 D.L. OPG. REFER TO D.L OPG. 2 1/2" 0:2 3/4 VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4" T U WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCKMULTI POINT LOCKBy 'rR v, 9B BY INTERLOCK' Z, t t 9A ALT. CAM LOCKS ALT. TO CAM LOCKS y b 0 I IMAX. WDW. LOCK MAX WDW. LOCKo W I N f EIGHT POINTS o HEIGHT POINTS H ' I o I 42" 2 38 2 6 [ 63" 3 56" 3 0 cz i p I 1 84' 4 e 74" 4 J j 84" 5 I ] I c m F- I O n N o 0 � w I l I •� 0060 LaJ = I ! m 0 2 — Y �3 � ��i..... co t- z _ a 2 PRODUCT REVISED : q as complyingwith the Florida 4 Q 3� il1o.70592 ^ \ ~ wU� �r i� �. Y Building Code O 8 NOA-No. 17-091$.11 _ • .6 - - 7 Expiration Date 10/26/2023 -- - OF =�� drawing no. \ i��• R1DP.••• ® �� 1A B..- ade roduc r 1 iii`',' 0�� W9$--100 i�rJ711tt11sheetjj�of 7 i 2.075 1.757 r2.625 -2,525 .768 � o I $ �5 1.0001,307 090 TYP, L---jL IL LG 75 5 2,625 2,625 720 H w q N ¢ 2.215 2.455 1.438 Q 00 q(` 080 TYP. j O W� m O IL 1,222--I�YfI X Q 0 CORNER KEY CORNER KEY 13 O .060 THICK ST. STEEL O .062 THICK ALUMINUM FLANGE FRAME 0 VENT (5/16" LAM. GIASS) Cy C 2: o° L757 O I Q p 2.075 NNE .768 IY 2 C N 090 TYP. Z W li o 1.057 1.BI75 s z 1m0 --720 Q 2rJ m L 2.465 2.715 —� 1.438 VENT CORNER • . cE . .080 TYP. • I '.0) •••••• 1,624 • •U •� • •• • r 411 • •••••• 28 VENT (INSUL. LAM. GLASS) • • - tA . - EQUAL LEG FRAME i .i W �••••� fes--1.757 • •O • • ALL FRAME AND VENT CORNERS TO BE ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SITPPLIE'Fi/RF.T�dRRC X SEALED WITH GE SILPRUF OR EQUIV. 1 CGh373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. .090 TYP. • � G � to CGI-397 4 I EQUAL LEG FRAME 6063-T6 INDALEX OR EQUN. 1.875 �7—n �2 CGI-378 4 VENT (5/16' EAM. GLASS) 6063-T6 INDALEX OR EQUN. L 0 M �� N •i • •••••• 28 CCI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUN. 720 • 3 1 • • 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. 1.438 4 •00 O ?r ••••: 5C 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. N Z L''o 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. _ O I M 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347—� o g Q W 4 5 - 8 .050 THICK CORNER KEY ST. STEEL - 2C VENT (7/16" LAM. GLASS) Ln LJ r / 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS ,754 7 Q250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON / 8 35-10-00-101 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS .383 r 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 830 bii Gi v N m 9A - 1/ VENT MULTI POINT LOCK - TRUTH U 96 - 1/ VENT MULTI POINT LOCK - INTERLOCK N • W 0 O 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGL ATTACHED W/ (2) #10 X 3/8" SS SMS 3O CGI-375: OGEE GLAZING STOP = Z 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS U a U U 4 / I I 11A - 1 OPERATOR (OPTIONAL} STEEL INTERLOCK 753 m 0 0 _� / I b z _ 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4- SS SMS i 808 830 I 13 PRODUCT REVISED 3A O as gdWsth the Florida Build! CoeCGI-396: SQUARE GLAZING STOP L� ;1-- NOA-No. 17-0918.11co Expiration Date 10/2612023 �` �j® mlam a Product on ' N _ .70592 a T OF •�� drawing no. FRAME CORNER '.` ' 0RAI W98-100 .6�AL. sheet 2 of 7 rrrillll� CD 1/B" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 0 .075" Saflex CP With PET Core By 'E sScflextman CP With P o Core � o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss .090" Saflex Clear And Color Glass .090" Soflex Clear And Color Glass 0) �� rn By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z M j INTERLAYERS� INTERLAYERS INTERLAYERS 0 F 090" Trosifol PVB .090" SentryGias .090" SentryGlas H Tts7 m zd By 'Kuraray America, Inc.' By 'Kuroroy America, Inc.' By Kuraray America, Inc.' Q 2 Z N I . .090" Trosifol PVB .090" Trosifol PV8 0' ci � QO `.0 0 By 'Kuraray America, Inc.' w By 'Kuraray America, Inc.' 0 W N a U 1/8" ANN. GLASS m I 3/16" ANN. GLASS z N 3/16" HEAT STREN'D GLASS & SILICONE ;� j iv it iii �i 0 t y h GE-1200 SILICONE \ ii it SILICONE G DOW 995 �; �� GE-1200 1 GE-1200 11 II v � DOW 899 I: I DOW 995 !� I� DOW 995 �� : C p j i s DOW 899 I f DOW 899 0 SQUARE BEAD 0 °�to R m OPTIONAL cc z 0 n � ALL GLASS TYPES rQ W u" m f � ' 7 16" NOMINAL 7/16" NOMINAL w N_ o 5/16 NOMINAL / m- 0 GLASS TYPE `2' GLASS TYPE '3' GLASS 'TYPE '6' J Z M Q w Q u+ mE r PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORM9.NCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED ^ REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAIIS REFER TO SHEETS 5 THRU 7 FOR INST41ATION DETAILS _ • •• WINDOW AIMS. 1 GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE •6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' i -*40 • '� • ••••i• WIDTH HEIGHT EXT_ (+) 1 NT.' (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. {-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT- (-) � •C • i •• O r •IA •• •••••• 20" 110.0 194.3 110.0 I 195.0 110.0 195.0 20" 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 1 195.0 110.0 195.0 110.0 195.0 • •C iR • • 24" 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 •0 • •••• 28" 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37" 26" 110.0 145.4 110.0 195.0 110.0 195.0 • •00 tj • • 30" 36, 110.0 129.5 1 10.0 195.0 110.0 195.0 30" 73.2 77.7 1 10.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 • i i • 0' •as • 90:09 32" 1 10.0 121.4 110.0 195.0 110.0 195.0 32" 60" 70.2 72.8 1 10.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 • a b •i •••••• 107.9 107.9 110.0 195.0 110.0 195.0 36" 64.8 64.8 110.0 120.0 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 110.0 195.0 4 i'Cl:� 36" 38-3/8' IZ-r C, •• 40' 97.1 97.1 110.0 195.0 110.0 120.0 W. - - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0 p N •� :• •••••• 42• 92.5 i 92.5 110.0 120.0 60.0 60.0 42" 1 - - 60.0 60.0 60.0 60.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 =E00 M •••• 20" 110.0 165.5 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 •p J•� •• • • C 24" 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 1 110.0 120.0 26-1/2" 99.7 104.3 110.0 195.0 110.0 195.0 N z 0 • 28" 110-0 118.9 110.0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 120.0 37" 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 t Q 30' 42" 110.0 111.0 110.0 195.0 110.0 195.0 M. 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 NE C9 p Q 32" 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0 U T 36" 92.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 26-1/2" 63" 74.9 77.9 110.0 120.0 110-0 120.0 40" 83.3 83.3 110.0 120.0 110.0 120.0 1 40" - - 60.0 60.0 60.0 60.0 37" 60.0 60:0 110.0 120.0 110.0 120.0 42' 79.3 79.3 110.0 120.0 60.0 60.0 1 20" 66.4 66.4 110.0 1 195.0 110.0 120.0 42" - - 60.0 60.0 60.0 60.0 9 U 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 ti 24" 110.0 121.4 110.0 795.0 110.0 195.0 28" 72" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4" 46.6 46.6 110.0 120.0 110.0 120.0 $ g ^I o' 28" 103.8 104.1 110.0 195.0 110-0 720.0 3o" 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 59.8 59.8 o WIC N 30i 48" 97.1 97.1 _ 110.0 195.0 110.0 120.0 32" 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" - - 56.3 1 56.3 56.3 56.3 �L� / 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 o w 36" 80.9 80.9 110.0 120.0 110.0 120.0 32` - - 60.0 60.0 60.0 50.0 UMrr MAX. LOADS TO 171.0 PSF W � z n 78" WHEN MULTI POINT LOCK BY INETRLOCK' 9B 40" 72.8 72.8 110.0 120.0 110.0 120.0 36" - - 50.0 60.0 60.0 60.0 IS USED 42" 69.4 69,4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 �k�k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY c ao e o of 20" 110.0 129.5 110.0 195.0 110.0 195.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 o a N N 24" 98.0 107.9 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 110.0 120.0 SEE SHEET 1 5 N w 0 m 0 0 0 0 m o 28' 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 ` c PRODUCT REVISED 30" 54" 84.4 86.3 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 as complying with the Florida 32" 00 80.9 80.9 110.0 120.0 110.0 120.0 2D" 41.5 41.5 110.0 120.0 710.0 120.0 Building Code �� p AH ��i MOA-No. 17-0918.11 �+1 "" • �'� I n 36" 71.9 71,9 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 ` ��•'�10EldSF'.•• i do Cr 40" 64.8 64.8 110.0 120.0 110.0 120.0 28" 84" - - 110,0 120.0 54.5 54.5 Expiration Date 1 Di 12023 N 0592 • a 51.2 51.2 51.2 51.2 y M c E 42" 61.7 61.7 110.0 120.0 60.0 60.0 30" - - _ B ; �_ m 32" - - 48.3 48.3 48.3 48.3 Mil" Dade Product Co r ! - .0 ; v` NOTE: : GLASS CAPACITIES ON THIS SHEET ARE NOTE: C:'� Q u ^n OF �� drawing no. _120.0 PSF _ ..�� c� ` W98-100 BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS '. • ' AND FLORIDA BUILDING COMMISSION FOR +110.0, -195.0 PSF = 1000 Q. FT. '' '�;� ` sheet Sof 7' DECLARATORY STATEMENT DCA05-DEC-219 ►11 I y 1 f l 1/8" TEMP. GLASS 1/8" TEMP. GLASS/ o AIR SPACE AIR SPACE o I 1/8" ANN. GLASS 1/8" TEMP. GLASS 0) 075" Saflex CP With PET Core .075" Saflex CP With PET Core Z n Go By 'Eastman Chemical Co.' - By 'Eastman Chemical Co.' 0 retqq .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass t`1 Z By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' N I -INTERLAYERS INTERLAYERS 4 v 090" SentryGlas 090" SentryGlas d W p` U By 'Kuraray America, Inc.' By Kuraray America, Inc.' .090" Trosifol PVB .090" Trosifoi PVB I By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' SQUARE BEAD 0 b W m 1/8" ANN. GLASS 1/8` TEMP. GLASS OPTIONAL p "a ALL GLASS TYPES SILICONE I SILICONE A I GE-1200 GE-1200 0 4 a I DOW 995 I I DOW 995 I..J. 0 -a I I . DOW 899 j . DOW 899 Z J N XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL "' SETTING BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS �' Z09 m L OR 2/ ffE OR 2/ LITE J 0 m Q , DURASEAL BY 'QUANEX' EPDM DURASEAL HY 'QUANEX' EPDM Q F OR DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED ••• • N • GLASS TYPE '2A' GLASS TYPE 3A • � • •�,• •••••• A' s0 • • • s PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS • i •N to s o***: L NO SHUTTERS REQUIRED NO SHUTTERS REWIRED NO SHUTTERS REQUIRED • •0 •• I • • • REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTAUATION DETAILS •W 0 ••.• ••••• • • WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE' '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DDIS. GLASS TYPE '2A' GLASS TYPE '3A' • w •-U }p.0 ••g • ••••• WI WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 PET. (-) EXT. (+) 1 NT. (-) + � •� {/1 • i •••••• C • 20" 110.0 194.3 110.0 195.0 20" 98.8 112.6 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 i a 0 N o •• 24" 110.0 161.9 110.0 195.0 24' 85,8 95.4 110.0 120.0 26-1/2" 110.0 203.0 110.0 195.0 • p •N N'W• • **sees 28" 110.0 138.8 110.0 195.0 28" 76.7 63.3 110.0 120.0 37" 26" 110.0 145.4 110.0 195.0 •p M **so** 36" 110.0 129.5 110.0 195.0 36" 60" 73.2 77.7 110.0 120.0 42' 110.0 128.1 110.0 195.0'K ,o C Z J•^ • 32" 110.0 121.4 110.0 195.0 32' 70.2 72.8 110.0 1 120.0 19-1/e" 110.0 190.6 110.0 1 195.0 cr o 36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2' 110.0 137.5 110.0 195.0 v) g' " 38-3/8" q 40 97.1 97.1 110.0 120.0 40' 60.0 60.0 - 37" 98.5 98.5 110.0- . 120.0 N U 42" 92.5 92.5 110.0 120.0 42" 60.0 60.0 - - 42" 86.8 1 86.8 110.0 120.0 20" 110.0 165.5 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8" 110.0 1 144.5 110.0 195.0 24" 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 PRODUCT REVISED 50-5/8" as complying with the Florida a 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 Building Code 30" 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 110.0 118.2 42" 65.8 65.8 110.0 120.0 NaA-No. 17-0918.11 � a 42" o z a n 32" 104.1 104.1 110.0 120.0 32' 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 Expiration Date 1 012 612 0 23c " o N N 36' 92.5 92.5 .110.0 120.0 36" 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 0 z � � 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 63" 60.0 60.0 110.0 117.0 By e: 1 } c 42' 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - Miami made Product C 1 a W a 20" 110.0 145.7 110.0 195.0 24" 55.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 " NOTE: 24" 110.0 121.4 110.0 195.0 28' 72" 48.9 48.9 95.3 95.3 26-1/2' :74-1:/4"] 46.6 46.6 90.9 90.9 GLASS CAPACITIES ON THIS SHEET ARE 28" 104.1 104.1 110.0 120.0 30" 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) 30" 97.1 97.1 110.0 120.0 32' 43.5 43.6 B5.0 85.0 37" 77" 56.3 56.3 - - AND FLORIDA BUILDING COMMISSION o 0 ry,nl� 32" 46' s1.1 s1.1 110.0 1zo.o 3s" so.o so.o - - DECLARATORY STATEMENT DCA05-DEC-219 5 �'o o ol 36" 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF 40' 72.8 72.8 110.0 120.0 36" 76" 60.0 60.0 - - IS72.8 POINT LOCK BY 'INETRLOCK' • // ro 42" 69.4 69.4 110.0 120.0 20" 52.0 52.0 101.3 101.3 �� ?..... / •+ 20" 110.0 129.5 110.0 195.0 24' 43.8 43.8 B5.4 85.4 SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY �� '•�1GElNSF • � o a - - 78" SEE SHEET 1 - - _ _ _ �' N .� 24" 98.0 107.9 110.0 195.0 26" 38.1 38.1 74.3 74.3 r N 70M 28' 92.5 92.5 110.0 120.0 32" 60.0 60.0 - - = o a 30' 84.4 86.3 110.0 120.0 20" 41.5 41.5 BO.8 130.8 (! �' n = o o -` v 32" 54' 80.9 80.9 110.0 120.0 24" 34.9 34.9 68.0 68,0 -� 0 v P 17 4 ;, 36' 71.9 71.9 110.0 120.0 28" 84" 54.5 54.5 - - NOTE: �•.• TE OF �((` drawing no. 42' 61.7 61.7 110.0 120.0 32 46.3 46.3 40' 64.8 64.8 110.0 120.0 30" 51.2 51.2 - - LOAD/AREA LIMITS %�/�� • , OR1D�;. �®�� W98-1 0� " - _ FOR +110.0, -120.0 PSF = 16.34 SQ. FT. / � �� +110.0, -195.0 PSF = 10.00 SQ. FT. / ��ij11%%%` ` sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o TYPICAL ANCHORS T1 SEE ELEV. FOR SPACING ap Z SEE SHEET 6 FOR DESCRIPTION e m TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING i SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION STRUCTURES Q d R ^ a 1/8" THK. MIN. O d06 0 U 1 1 3/8" O I SEALANTL SEALANT O V N p p�j ei ( o \ \ O' d' n T4 '. l>< d .\ 2 1/8" v N OQ HN E2 1/8" .eZ 4 _ MIN. 1%Z ° e \ W�u. N = 1" M 0 1MIN.1 N ..� Z M w 2-1/2' MIN. 2-1/2' MIN. Q W Ot ►- INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' •• • N • MATERIAL PRESSURE TREATED MATERIAL- PRESSURE TREATED • •41 � •••• • TYPICAL INSTALLATION DETAIL TYPICAL INSTAL TA IQN DETAIL ATTACHMENT TO A • FOUR SIDES/USING WOOD METALSTRUCTURES -- Y • • • ON ALL FOUR SIDES,/USING WOOD ON ALL � L •� �+•.•� .0 ..� 0 �i ..,.I ..... .� Ld 1/8" MIN. • • • °• ••••• TYPICAL ANCHORS TYPICAL ANCHORS • O • •+•••• SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS • +C •• SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION d_� [SEE ELEV_ FDR SPACING 1 �p � - IT -T ISEE SHEET 6 FOR DESCRIPTION to Lo�• + •••+•• LFPIIT II • 3 Nro I II II + J •p M r) •••••• •• • • SEALANT � SEALANT- I1 I m C Z�-•� :5 MM En v I! 2 7/8- : ! Q c 2 1/8" r r ••-•c a ° 'a c '� I -a v MIN. Gz7 = 6 BUCK INSTALLATION BY OTHERS a BUCK INSTALLATION BY OTHERS ATTACHMENT TO 0 w 1' MIN. 1' MIN. z APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE _'4PRODUCT REVISED MA RI PRESSURE TREATED MATERIA PRESSURE TREATEDB complying with the Florida Building Code NOA-No. 17-0918.11 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL N Ex [ration Date 1012612023 4 a N � ON ALL FOUR SIDES/USINC WOOD ON ALL FOUR SIDES/USING WOOD ; �I By F0 � _ -+IY Miam Dade Product C ntrol ALUM CHANNEL �� //� m 3/4" X 1- X 3/4" X 1/8- + ` a 2-1/2" LONG �•••4, '• i '�� °d AT ANCHOR LOCATIONS M ' _ 70592 e3 I U L1 �s17 OF drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ��., • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION DA.••• ��® ��C��.� W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIA ///�t�ALirsheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME APPLIES TO ALL FOUR SIDES) 400v � FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �a TYPICAL ANCHORS SEE ELEV. FOR SPACING -�m �i i SEE SHEEP 6 FOR DESCRIPTION Q Z N Q METAL Q 2 Z N TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES IL1 gg SEE Ell FOR SPACING SEE ELEV. FOR SPACING 1/8' THK. MIN. O w 0 m v SEE SHEET 6 FOR DESCRIPTION f SEE SHEET 6 FOR DESCRIPTION a tV IXo !: LL V p ui ei �O>m o 0 a{O 0 ao1 0 14 WOO I 2 1/8" ° �. C I a:t, Z' 4 ' �N 2 1/8" (� Z H O MIN. (3 Q j a v c i" MINN. a v 1" MIN. . • . Q W m F 2" 2-1 2" MIN. 2-1 MIN. .� / / INSTALLATION TYPE '1' WOOD QUICK TYPE '1' INSTALLATION TYPE '2' WOOD_BUCK TYPE '2' •••,'• MATERIAL PRESSURE TREATED MATERIAL: PRESSURE TREATED • •0111) L0 — •w •••• • TYPICAL INSTALLATION DETAIL TYPICAL INSTALL6DON DETAIL ATTACHMENT TO •L- C,F- :0- • �••••� QN ALL FOUR SIDESjUSING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES i .I. ..... as •p � • 1/8* MIN. �O N C o • TYPICAL ANCHORS • o •� N M • ••„•• TYPICAL ANCHORS TYPICAL ANCHORS r- -� SEE ELS. FOR SPACING 00 :••••: SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I FT•-1 I SEE SHEEP 6 FOR DESCRIPTION Z SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION f I N LL- • I f I I O . 0 I I Il ! w 1 3/8 •J '- II 11 - I N U �� II I II T II I y �I 11 t tE W W m Ln ° JMM 2 7/8" ` ° I 2 1/8ZZ vMIN. ATTACHMENT TO v a, IBUCK INSTALLATION BY OTHERS ° BUCK INSTALLATION BY OTHERS APPROVED MULLIONS mX o c mx z z IL 1" MIN. PRODUCT REVISED as==with the Florida i4 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' Building Code O o N N n ?MATERIAL PRESSURE TREATED MATERIAL PRESSURE TREATED NOA-No. 17-0918.11 � o g o Expiration Date 1012612023 _ ll, TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL By— ke ._ ON ALL FOUR $�DfSJUS1NG WOOD ON ALL FOUR SIDES/USING WOOD Miam aide Product Con �` �� •. ��i W a `� �. '�CEAlSF'• i .70582 r U U - t �� v �u17 re •Btjdrowingro no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN OF® • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••�••.... •• C9®�' W98-100 THEM TO THE BUILDING STRUCTURE. �A ��`` ��lriiiti»�� sheet 5.1 of 7 i PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORSV U U REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS w/0 SHEAR CLIP, ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP � o Go WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17"T-C7- AT 10" O.C. Z !mN CD N 3 WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT•(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT_(-) EXT.(+)/INT.(-) C 01 20" 195.0 195.0 154.8 195.0 32" 133.2 195.0 76.4 122.2 19-1/8" 195.0 195.0 149.4 1 195.0 W a 24" 195.0 195.0 129.0 172.0 36" 76" 118.4 169.5 67.9 108.6 26-1/2" 2fi" 195.0 195.0 107.8 161.8 Q IL Q N I IL 0. 28" 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190.5 37" 195.0 195.0 77.2 115.9 O OC� N` I� 30• 580.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 N Q. 36" }� 32' 168.8 195.0 96.8 129.0 28" 78" 148.4 195.0 85.1 136.1 26-1/2" 38-3/B" 191.2 195.0 109.6 146.1 0 N na. 36" 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 Q y h 40' 135.0 1 BOX 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8" 195.0 195.0 153.5 191.9 � Q>M 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8" 193.2 195.0 110.8 138.5 0 >M E M 8 Q a0Q H 20" 195.0 195.0 132.7- 176.9 24" 84" 195.01 195.0 110.6 165.9 37" 136.4- 173.0 79.3 99.2 24" 192.9 195.0 110.6 147.4 28" 165.3 195.0 94.8 142.2 19-1/8" 195.0 195.0 123.3 195.0 �, a Z O a 28" 1 fi5.3 195.0 94.8 126.4 32" 154.3 t 95.0 68.5 132.7 26-1/2" 63" 155.3 195.0 89.0 155.8 Q ul W D 6 IL 30' 154.3 195.0 88.5 117.9 �Z N x tf 37" 111.2 194.6 63.8 111.6 � m Q � 42 32" 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 Z 1'9 36" 128.6 171.4 73.7 98.3 - 19-1 8 195.0 195.0 130.8 195.0 a / » 40" 115.7 154.3 66.3 88.5 26-1/2 74-1/4" 164.7 195.0 94.4 151.1 N 42" 110.2 .146.9 63.2 642 37' 117.9 188.6 67.6 108.1 -1 tip 20" 195.0 195.0 154.8 193.5 v u 24" ` 195.0 195.0 129.0 161.3 •• loo - 28" 192.9 195.0 110.6 138.2 • •••••• 30" ` 180.0 195.0 103.2 129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING .v •� '• _ w O `� •• •••••• 32"a 168.8 195.0 96.8 120.9 i 1 '4 1/4" DIA_ KWIK-CON 11 BY 'HILTI (Fu=163 KSI, Fy-157 KSI) � � ' r 36' 150.0 187.5 86.0 107.5 'ca' v f- • • ""� C1%4" DIA. ULTRACON BY 'ELCO' (Fu-177 KS1, Fy=155 KSI) •C •. •' 4p` 135.0 168.8 77.4 96.8 ` -^ ••••• 42" 126.6 160.7 73.7 92.1 I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 'g F-�•8 • ••:••' 20" 195.0 195.0 137.6 195.0 1-1/2- MIN. PENETRATION INTO WOOD b •N N M ° •. •••••• 24" 195.0 195.0 114.7 172.0 THRU 1 BY BUCKS-INTO CONC. OR MASONRY •� • • 28" 171.4 195.0 98.3 147.4 • • Z" ' ao' 1fia.o 1ss.o s1.7 137.6 �1-1/4" MIN. EMBED INTO CONC. OR MASONRY o oto " ••••• •M •••••• 32" 150.0 195.0 66.0 129.0 DIRECTLY INTO CONC. OR MASONRY U.' - o$ •' o. • 36' 133.3 195.0 76.4 114. j-1/4" MIN. EMBED INTO CONC. OR MASONRY U 40" 1200. 180.0 68.8 103.2 I I 42" 114.3 171.4 65.5 98.3 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 20" 195.0 195.0 123.8 185.8 INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090") to 24" 180.0 195.0 103.2 154.8 I INTO METAL STRUCTURES IZ n 28' 154.3. 195.0 88.5 132.7 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) �^ f, o z n ALUMINUM : 1/8" THK. MIN. 6063-T5 MIN. c N N 30' 144.0 195.0 82.6 123.8 / ( ) 60" ANCHORS W/0 SHE�CLI� ANCHORS 1PITH SFTEAR CLIP STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ° a 32" 135.0 195.0 77.4 116.1 36 120.0 180.0 1 68.8 103.2 TYPICAL D_G E �_DISTANCE w F 40" 108.0 162.0 61.9 92.9 a W 0 a. 42" 154.3 59.0 88.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. " Z 102.9 INTO WOOD STRUCTURE = 1» MIN. 20' 195.0 195.0 140. 195.0 INTO METAL STRUCTURE = 3/4" MIN. N ^2 24 195.0 195.0 117.3 164.2' aoNc5n Y8• 175.3 195.0 100.5 140.7 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI 'MIN. .y o 0 0 0 30• 66' 163.6 195.0 93.8 131.3 C-90 HOLLOW/FILLED BLACK AT JAMBS fm - 2000 PSI MIN. L 32" 153.4 195.0 88.0 123.1 PRODUCT REVISED co 36" 36" 136.4 190.9 782 as complying with the Florida 109.5 �A�Q 7 � 'otl .,,,.. , 4p• 122.7 171.8 70.4 98.5 BuildingNOA-No.�de 17-0918.11 �` S ® iii 0 N o 20• --195.0- _195.0 129.0 180.6 24• 187.5 195.0 107.5 1505 iration Date 7012612023 ; No.70592 2g• 72• 160. 195.0 92.1 129.0 3o' 150.0 195.0 86.0 120.4 By $ 9 U Miam dontr ~ 32' 140.6 1 195.0 80.6 112.9 OF •�/�� drawing no. 36' 125.0 175.0 71.7 100-3 U ,.; �., �; rho!`• , W98-100 / I//,111A1L (sheet hof 7 i t: i PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS �v U ' o OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER SHEETS 3 E V s FOR wiNDow CAPACITIES USE LOWER APPLICABLE VALUES. m WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. z 3 WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT_(-) WIDTH HEIGHT EXT.(•i-) INT.(-) 0 z Qg ZI 20" 110.0 195.0 20" 105.8 120.0 19-1/8" 110.0 195.0 Z N inCL 1 24" 110.0 195.0 24" 90.9 120.0 26-1/2" 26" 110.0 195.0 C O 3 C M 28" 110.0 186.5 28" 76' 80.5 110.3 37" 110.0 184.2 0 w N c3 30" 36" 110.0 182.4 30` 76.3 104.7 42" 110.0 152.4 CL G 32" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 36" 110.0 177.3 36" 60.0 60.0 26-1/2" 110.0 172.6 0 U W r 38-3/8" V p 4p" 105.8 145.1 20" 102.7 120.0 37" 110.0 156.3 (70-M o 42" 97.0 120.0 24" 88.2 120.0 42" 95.7 120.0 0 CL C Q alp 20" 110.0 179.5 28" 78" 77.9 120.0 19-1/8` 110.0 195.0 0N C 24" 110.0 159.6 30" 73.9 101.3 26-1/2" 50-5/8" 110.0 154.7 j 1 i I I y U. O 28" 106.9 146.6 32" 60.0 60.0 37' 94.0 120.0 30" 42" 103.5 141.9 20" 110.0 120.0 42" " 89.8 120.0 i i I ! .1 Z M Q w 32" 100.7 138.1 24" 97.0 120.0 19-1/8 109.3 149.9 i i I I I Q u1 cn r 36` 97.0 120.0 28" 84" 85.5 117.3 26-1/2' 63" 84.8 116.2 1 I I _ 40" 95.2 120.0 30' 60.0 60.0 37" 67.9 93.1 j #14 SMS l I - rn 42" 95.0 120.0 32" 60.0 60.0 42" 60.0 60.0 I AT 6" FROM ENDS i I; to i 17" O.C. MAX. AT JAMBS jU 20" 110.0 195.0 19-1/8` 110.0 154.8 24" O.C. MAX. AT HEAD/S[LL Q •0 •• 24" 110.0 177.3 26-1/2" 74-1/4" 86.4 118.5 D14 SMS • p • •••••• 28" 110.0 150.9 37' 60.0 60.0 AT 6" FROM ENDS •no •• 30" �" 110.0 154.8 19-1/8- 109.9 120.0 17" O.C. MAX. AT JAMBS •O 313• •• •e••s• 32" 109.1 120:0 26-1/2" 76` 84.0 115.2 24" O.C. MAX. AT HEAD/SILL •g LLj WW j- L� • i••••: 36" 103.5 120.0 37" 60.0 60.0 \ vxi ! x � I _ b Fes- ••• • ••••• • 4p' 99.8 120.0 19-1/8" 108.3 120.0 � i= A H C'b ••i••• 42' 95.0 120.0 26-1/2" 77` 82.7 113.4 \ \}� d try N� •• •••••• 20' 110.0 174.1 37" 60.0 60.0 I >� A A •• I + Ln R 24` 110.0 152.0 *,k4 •••••• • � � Z w • • 28" 99.8 120.0 a e a gg 30' S4' 95.5 120.0 a • r O _ •�•••� 32" 91.9 120.0 4 d 36" 86 2 118.2 ° °. ! n TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE C. AT 6" FROM ENDS AND AT 6" FROM ENDS AND 40" 82.2 112.7 2 1/2" MEN. 17' O.C. MAX. AT JAMBS 17" O.C. MAX. AT JAMBS 42" 80.6 110.5 17" O.C. MAX. AT HEAD/SILL 1' MIN 24" O.C. MAX. AT HEAD/SILL EDGE DIST. Ln 20' 110.0 153.2 w m 24" 97.0 133.0 y TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE �5� INSTALLATION TYPE '6' u o y 28" 86.5 119.0 2BY WOOD BUCK OR WOOD STRUCTURES co y N 30" 82.8 113.5 r w P 1Z4*6Q' A - DSA KWIK-CON II 8Y HILTI (Fu-163 KSI, Fy=157 KSI) TYPICAL INSTALLATION DETAIL PRODUCT REVISED F� a 32" 79.4 108.8 J z DIRECTLY INTO CONC. OR MASONRY as complying with the Florida Z o 36" 73.9 101.3 ON ALL FOUR SIDES f USING ALUMINUM BUCK SYSTEM Building Code 40" 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY " Z NOA-No. 17-0918.11 42" 60.0 60.0 B _ /4" :DLA, ULTRAQN BY 'ELCO' (Fu-177 KSI. Fy=155 KSI) Expiration Date 10/26/2023 20' 110'0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 N M c 845 gy oprya � n 24" 107.8 120.0 1-1/4" MIN. EMBED INTO CONCRETE .845 Miam ade Product Co I > 28' 95.9 120.0 12 2-1/4" MIN. EMBED INTO GROUT FILLED, BLOCKS .oss s92r- 30" 66' 91.3 120.0 _ ,11ti 11/ 32' 873 119.7 C - 14 SM (GRADE 2 CRS) 562 1.125 ` ��® n� ' M `� ! 36" 60.0 60.0 P'' 1a F '•, i o INTO 28Y WOOD BUCKS OR WOOD STRUCTURES . cE1vs Q. -60.0- -60.0 1-1/2 MIN. PENETRATION INTO WOOD _ 1.436 _ N o N r. 20" 110.0 154.5 .125 .903 NO.705?32 24' 97.0 120.0 TYPICAL EDGE DISTANCE 28" 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER C:J -� '. �� 9 ° 30" 81.7 1120 INTO'WOOD STRUCTURE = 1" MIN. 6063-T6 6063-76 v"_y i;�' J �s� 10 OF �� drawing no. 32" 77.9 106.9 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. �� •�P'�� C�®�� W98-100 36' 60.0 60.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f rn = 2000 PSI MIN. ''��7�j®®��1� �`` sheet 7 of 7 r { LL a M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 i BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wrvw,miamidade.¢ov/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,t'h1r'AjHJ may ' immediately revoke, modify, or suspend the use of such product or material witltn thtir jurisdcfion. REAS' reserves the right to revoke'this acceptance, if it is determined by_Miami-Dade'County Prow ct Control..„. Section that this product or material fails to meet the requirements of the applicable 0' c ng code. . This product is approved as described herein and has been designed to comply """ p pp gn p y�itj]0the Florida Building I Code, including the High Velocity Hurricane Zone. 006060 '6 .•••• DESCRIPTION: Series 11238" Aluminum Fixed Window—L.M.I. "'6 .. .. APPROVAL DOCUMENT:Drawing No.W99-10,titled"Series-238 AluminuiZLj;d Window. (L.M.I.)",sheets 1 through 11 of 11,dated 02/19/99,with revision J dated 04/10/12,prepared by Al-farooq•••• • Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County- roduct Control Revision stamp with the Notice of Acceptance number and expiration date by the NflAmi•Dade,Cdudty ' 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 r, 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 ady 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. I AD T, The NON number—pFeeeded by tea werds—Miami-Dads Geun ;' orida,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#14-0903.06 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. e NO_A No.15-0512.16._ MIAMMAQECOUNTY Expiration Date; October 26,2018ml " JB1�5 Approval Dater September'17,2015 Page 1 r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . i n A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No.W99-10,titled"Series-238 Aluminum Fixed Window&Md.)", sheets'1 through 11 of II,-dated 02/19/99, with revision J dated 04/10/15, prepared by Al— Farooq Corporation, signed and sealed by 3avad 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 AVO fixed window, to qualify DuPont"Butacite"PVB interlayer,DurasealQ%nd Suptt•S�acer®••' insulating glass spacer,prepared by Certified Test Laboratories'Test Repoj*tfjq. .... CTLA 3056 WA,dated 03/03/15, signed and sealed by Rama*.:Patel,P.F. • a 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading Fer•FBC T49-26;-94 • 2)Large Missile Impact Test per FBC,TAS 2011-9 "" - ••:••• 3) Cyclic Wind Pressure Loading per FBC,TAS 2D3-94 *0*' ••••• .. .. .: ...... along with marked-up drawings and installation diagram of a PVC project •' out window,to qualify DuPont"Butacite"PVB interlayer,DutasealIX and;&ppex •••••• Spacer®insulating glass spacer,prepared by Certified Test LECborOtgries,,Test Report:....: No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. PetetE. • 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 Pressure 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) 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 aluminum fixed, casement and project-out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HETI 08 2143, BET-1-08-2444,ME` ! 07-4287--tea 1E4FTI=07-4298 dated 06/27/08 and 07/17/08,all signed and sealed by,Candido F. Font,P.E. , (Submitted under NOA No. 08-1114.06) Manuel ere'. , Product Control Exa me NO A No. 15-05 . 6 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 m Y . t t CGI Windows and Doors,Inc. E NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impacf Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 238 aluminum ` casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07' and HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham,P.E. 1 (Submitted under NOA's No. 08-1114.06) •••• 6. Test reports on: 1)Air Infiltration Test,per SFBC,PA 201-94 ••• 1••••• ••":• 2)Uniform Static Air Pressure Test,Loading 'bY FBC TAS 202-94 •••;;• 3)Water Resistance Test, per FBC,TAS 202- 4) 02-4)Large Missile Impact Test per FBC,TAS 20.1.,94 sees •••• 5) Cyclic Wind Pressure Loading per FBC, TAO 10-94 •sees• so:***•:••. along with marked-up drawings and installation diagram of a s'M69 23 8 al'umfnim ••••• fixed window,prepared by Hurricane Test Laboratory,Inc.,Tgjtmports No,HTL- .' 0080-0303-96,HTL-0080-1107-98,HTL-0080-1127-98, ITUL-0080-0666 99,�HTIJ-•i•:• 0080-1020-99 and HTL-0080-0203-99,dated 03/06/96, 09/08 96,4J/1 0/9-8, 12/23/98;....: and 02/05-15/99, 06/07/99 and 10/28/99,all signed and sealed lit TilnothyS.••• • Marshall, P.E. (Submitted under NOA No. 01-0918.01) 7. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94, ' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows, prepared by American Test Lab of South Florida,Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan,.P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5,h Edition (2014),dated 08/05/14,prepared by,Al-Farooq Corporation, signed and sealed by Javadl hmad,P.E._Slcbmitte"nder nreWo s NCL No- L4-09030 2. Glazing.complies with ASTM E1300-09 D. QUALITY ASSURANCE f 1. Miami-Dade Department of Regulatory and Economic Resources(RER)., Manuel erez, Product Control Exa ine NOA No.15-0 Expiration Date: October 26,2018 Approval Date: September 17,2015 -E-2 k _ E f k e CGI Windows and Doors,Inc. i t NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 14-6916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on.12/11/16. a 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. 1 1 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayef"s with PET Core"dated 06/19/14,expiring on 12/11/18. t F. STATEMENTS • 1. Statement letter of conformance, complying with FBC-51h Editiod(20142, a0 .ni of no•*- financial ;• financial interest, dated August 6, 2014, issued by Al-Farooq•C'orporation, signed a4d + sealed by Javad Ahmad,P.E. (Submitted under previous N0.4&v. 14-09AI� 6) :•••• 2. Laboratory compliance letters for Test Reports No.HTL-0080.0301-07, •••••• ••;••. HTL-0080-0905-06 and HTL-0080-0905-07, issued by HurACAftt Test Tabaratoryi " ' Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vivi 1*Abraham,�lsSE. .• (Submitted under NOA No. 08-1114.06) • 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, 11080- 0303-96,HTL-0080-1107-98,HTL-0080-1127-98,HTL-0080L@64-99 aVIATL- • 0080-0203-99, issued by Hurricane.Test Laboratory,Inc., dated 03/06/96;' 60/68/96, - 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94,issued by American Test Lab of South Florida,Inc., dated 02/20/95,signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc. as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon,P.E:, Supervisor,Product Control Section. G.• nTHERS I 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their + r "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. Manuel a P.E. Product ontrol(Ex.4kniner NOA No. M*512.16 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 1 + a GENERAL WINDOW SECTIONS wlNDow WIDTH � o FLANGE FRAME VENT WIDTH rn WW-2' w � t D.L. OPG. O_ z cp a =� WW-7" 6" MAX. TYP. �"' � � aI HEAD/SILL Q t1 7)-6 A CORNERS 0 w L) OAT EACH END AND � 2 8 18" O.C. ON SHORTER SIDES I O.C. ON LONGER SIDES II Q R li i� Mw ===PP----- _ -3o a of 0 Lu a Q Q r F a r 15 - ii ii O dl10-0a 3 z W w � r ===-11--Z' L6Z � .. O ml 1 /�� II - • � Q C � 3 3 3 I I /.� II � W ei S � • Pi 3 ----T----- ±--- 3 • • • 6 II II • � • ••rn • • • II e47 • f�1• •••• II II II -- SURFACE APPLIED • . • I I E FALSE MUNTINS • tn • •••• • FOR GLASS TYPES !i I OPTIONAL -- -- -- REFER TO - - - -- O �, •••• • SHEETS 4 THRU 6 ,p •, .+D w B t8" MAX. g r 01 1 7 2 3 D.L. DPG. D.L. DPG. 2 1/2' N M tn m ICAL ELEVA 1' VENT WIDTH VENT WIDTH I' TMPFLANGE FtiAMETION 00 00 in J a to Z z Li0-4 .. WINDOW WIDTH o WINDOW WIDTH vl 3 p- M EXTERIOR pi I MAX. ANCHOR SPACING TO BE AS FOLLOWS 500 .. Lu = a 17 O.C. 'ON LONGER SIDES N V 18" O.C. ON SHORTER SIDES W ~ x z C3 > 3 6 FOR MULLION/MULTIPLE UNITS, REFER TO Z SEPARATE CGI MULLION N.O.A. o In 00 Dzaz INSTRUCTIONS: NOND_ TES- THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. tSHUTTERS ARE NOT REQUIRED. a USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •> REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY v c u x _ STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE (HVHZ). ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o, - USING APPLICABLE ASCE 7 STANDARD. m LOADS TO THE STRUCTURE. 1 Emyr: ,IAVAD IWMAD STEP - SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD - - CML PRODUCT REVISED iv 2 ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS, ANCHORS N CAPACITY OF DESIRED GLASS SIZE/TYPE. FLA. PE 70as complying with the Florida o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN. 5592 38 Building Code STEP 3 USING CHART ON SHEET 9 SELECT ANCHOR OPTIONANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance No�5�D512.2�o 02 Ilk WITH EPI RATING MORE THAN DESIGN LOAD SPECIFIED NOT PART OF THIS APPROVAL. iration Date�/LQJg _ IN STEP 1 ABOVE. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. l I; lc 0 STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON I Miami ade Product l o drawing no. SHEETS 10 & Ii TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1� W99--10 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet of 1 - WINDOW WIDTH �U U VENT WIDTH t rn Ww-1 1/2" Q1 Z n % GENERAL WINDOW SECTIONS wwLs01 D.L. G. 0 EQUAL LEG FRAM — / 6" MAX. TYP. W m A HEAD/SILL Q IL S CORNERS G 0 U 0W yk 1A m d � o 7 W0 (D �1 p W o AT EACH END AND i fT (D8 118" O.C. ON SHORTER-SIDES - - - - I I I - 0- 00:- J - a _ 2 20" O.C. ON LONGER SIDES r !! jj 3 N r ' • h11 = = 3 Y 0 - ll � II '/� II • �• N FLd • •••• • E.4 o = p r j I I I /� I I Q ri f • • ,A p Z = i1 • •••• • • •••• • W 3 w II •••• • C O > a Ip s SURFACE APPLIE • ••• ••'••�rnirI 1, • FALSE HUNTINS 0 8 OPTIONAL :V) • •••••••••••••• ••• -•---------- ar • rQi •••• • O � ••.• • • v • • • ox 0 If - -- - -- - g 18" MAX. I V) •• ........... - - - - - - F —� _ N Z H=^ o TYPICAL ELEVATION = 3 N (EQUAL LEG FRAME) O A 03_ � 1A3 FOR GLASS TYPES, Z z 7 2 D.L. OPG. REFER TO D.L. OPG. 2 t/2• MAX. ANCHOR SPACING TO BE AS FOLLOWS I '� O " ``' o ` 3/4 SHEETS 4 THRU 6 VENT WIDTH VENT WIDTH 3/4' 17 O.C. ON LONGER SIDES CD o O 18" O.C. ON SHORTER SIDES V'A 0 —in WINDOW WIDTH WINDOW WIDTH EXTERIOR ' r. Ln En b N W U Q V a- oo a o o z z z d i 1Z.7 N x Q 5 o N h m o N = I .215 o n m 3 W M > z 3 I. + a 3 - Engr. JAVAO AHMAD CML PRODUCT REVISED FLA. PE // 70592 as complying with Om Doris o _ CAN. 3538 Building Code • � O Acceptance IJo 16 ii Ox iration Date me v 8 u $ 7 MA 2015 Mia i do Prodvci drawing no. 1A W99-10 ✓."_`;cec- +.r..a.r:V 9Cr+ - v:.m:.,w.-ve.•.:....u.:P. a..-c..:.;sF;>:_ssns...c<a..w.'.r.t.. _ _ ._. ._ YS:i1';f.Yf ie:' .q. a..._. -.v.e... iv.-z.x - ...._. .. _. .. .. .rayl.._..• ..r - r 2.073 -1,757 2.625 2.625F p- .768 I � _o I 5 625 _ 1 1.000 1,307 .090 TYP. Z n % I , [-- 1.875 Q Lu Z Q 2.625 2.625 2.215C ,720 Q 0 2.465 d to 0 U .080 TYP. �1,43, d 1.222 J a o � ti CORNER KEY CORNER KEY a M .060 THICK.ST. STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16' LAM. GLASS) QI 0 >cel g QA, QO rl 1. 2.075 �- 757 Q y r - .768 Q ; n LL .090 TYP. 1L z N 1.057 1.875 [• If) ![.. ��, -T--f 720 • •••• • •••• • 2.465 2.715 L 1.438' VENT CORNER .060 TYP. • 1,624 .3 a • EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) � •(/1 s • • .f1/ o 1.757 o 0 ril•••• • ALL FRAME AND VENT CORNERS TO 8E i •0 � i••• i SEALED WITH GE SILPRUF OR EQUIV. 'i-i '0 ITEM PART # gUANT1TY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS .090 TYP. 43 C4 o 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. 1.875 rhLn 5 IA CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 720 N M M 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EOUN, D 3 N 1.438 L4 2B CGI-301 4 VENT (INSUL. IAM. GLASS) 6063-T6 INDALEX OR EQUN. Zto Z ^ 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. w 3 00 9 M 4 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 1.347 c Cu -/ 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. N U O C3 4 - 4.060 THICK CORNER KEY ALUMINUM - VENT (7/16" LAM. GLASS) 5 - 8 .060 THICK CORNER KEY Sr. STEEL - 6 AP-425 AS REQD. FRAME WEATHERSTRIPPING - ULTRAFAB/SCHLEGEL 754 7 0200 X190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 383 35 as i3i w e - AS REOD. VENT SCREWS ® 20 O.C. LONGER SIDES, 18 O.C. SHORTER SIDES - /f0 X 1 SS SMS830 a / I I 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - /10 X 1-1/47 SS SMS o r N 10 2/ LITE SETTING BLOCKS EPDM DUROMETER 65±5 SHORE A 1.617 I, o � Pal� I � I CGI--375: OGEE GLAZING STOP m g05 1 I py pj o 830 MC .617 2 CGI-396: SQUARE GLAZING STOP a t Engr: JAVAD AHMAD i - CML PRODUCT REVISED I { � N.0530 92 as complying with the Florida 0 � Building Code io Acceptance 1No 15-0512.1 ,d V Exnation Date ,/l) FRAME CORNER 4 2015 Icy itBrowing no. nflni ado ProQucl c«>wt W99-10 sheet 3 of 1.1 _ 1/8" ANN. GLASS -3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS 4%� o .075" Saflex CP With PET Core .075" Saflex CP With PET Core I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Gloss Z J INTERLAYERS By 'Eastman Chemical Co.' INTERLAYERS By 'Eastman Chemical Co.' INTERLAYERS By 'Eastman Chemical Co.' 0 � .090" Butacite PVB .090" SenlryGlos .090" Sen"Glos E" W al By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' By 'Kuraroy America, Inc.' Q d G O 090" Butocite PV8 .090" Butocite PVB O ul M v By 'Kuraroy America. Inc.' By 'Kuraray Americo, Inc.' la 1/8" ANN. GLASS 3/16" ANN. GLASS F H 3/16" HEAT STREN'D GLASS O SILICONEz 0 j Ij N I ST ONE SILICONE GE-1 I 'O W 200DOW 995 G£-1200 M> 9 DOW 999 DOW 995 , La DOW 995 I Ij Q d Q Q e1 I j DOW 899 DOW 899 0 83 W�i � NSQUARE BEAD _ •I; OPTIONAL a W 1/j • ALL GLASS TYPES I 1 LL Z tNN0 �{ • • •• • AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES • �' �i • 00 WIDER THAN 36" • 10 / WIDER THAN 36" WIDER THAN 36" • •••• 10 10 • • • 5/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL • •� :0009 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 6 _ ., 9u 0000. .. . •0,f . 90.00 p PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS • • • • 0000• p � • REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS Q o • WINDOM DIMS. GLASS TYPE '2' GLASS TYPE '3' GIASS TYPE '6' • 2-r- • v • p tj ••• • WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) z iLLI 0 P • ""' PLn •r • 19-1/8' 110.0 195.0 110.0 195.0 110.0 195.0 7 a -•9 • 26-1/2" 110.0 166.2 110.0 195.0 110.0 195.0z_ f` 26" N M � 37" 110.0 166.2 110.0 172.5 110.0 195.0 N 53-1/8" 110.0 120.0 110.0 14B.2 110.0 195.0 = 3 M O n Go C3 3 A - 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 r) Z_ Z 11 26-1/2" 38-3/8" 110.0 163.0 110.0 167.7 110.0 195.0 I 3 0 J o (V (/) 0 M 37" 110.0 116.8 110.0 151.9 101.8 180.5 53-1/8" 84.1 84.1 108.8 118.7 108.8 118.7 w 0 O W cn U a 19-1/8" 110.0 185.7 110.0 187.6 110.0 195.0 26-1/2" 50-5/8" 110.0 131.2 110.0 148.7 110.0 195.0 37" 95.0 95.0 110.0 120.0 110.0 120.0 53-1/8" 67.9 67.9 85.3 85.3 85,3 85.3 19-1/8" 110.0 177.5 110.0 179.4 110.0 195.0 u 26-1/2' 102.7 102.7 110.0 120.0 110.0 120.00 c 63" � � Ix 37' 70.5 70.5 102.1 111.3 102.1 111.3 W 0 53-1/8" 57.7 57.7 81.3 81.3 81.3 81.3 v a o 19-1/8" 110.0 120.0 110.0 174.6 110.0 195.0 w o Zi a 74-1/4" 37" 56.9 56.9 90.0 90.0 90.0 90.0 Ul C N o .- 53-1/8" - - - - 70.0 70.0 •vl o -- r � v rn m Engr: JAVAD AHMAO PRODUCT REVISED g FLA PEAL 70592 as complying�wilh 16'e Flarida N C-4 _ - C.A.N. 538 BuildingCade iCJ"05 2"fro o ;; Acceptance No /��Q a Eli ire ton Date fJ�IrQ v �` V By mlv popes• drawing no. MAY 015 W99-1 0 sheet 4 of ;1 t _ r.__ .._ - _ _. _._ . .-.. � ._:. _9999-.,_ _9:999_...T.. ,_,_.._,___, ,9999-_. .,�.._ ,.. 9999 __, ... v.... .�.-. __-.t..��.�.,.• ..�_.,_ ..�. ,,,,....e 9_999 ,.r._ . 7 ��- PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS (� ' REFER TO SHEETS 7 THRU.11 FOR NSTAUATM DETAILS REFER TO SHEETS 7 THRU 11 FOR PTS►AUA110Ir DETAILS REFER TO SHEETS 7 THRU 11 FOR INSULLATION DETAILS WINDOW DIMS. j GLASS TYPE '2' GLASS TYPE 's' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE 'a' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGFfT DCT. (+) INT. (-) DLT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HDGHT ECT. (+) INT. (-) EXT. (+) INF. (-) DCr. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) I 1Nr. (-) DCT- (+) INT. (-) 24' 110.0 180.0 110.0 181.9 110.0 195.0 24' 110,0 120.0 110.0 151.6 110.0 195.0 24' 110.0 114.4 110.0 120.0 110.0 120.0 NOTE: 7r h � 30• 110.0 144.0 110.0 168.3 110.0 185.0 3p• 91.2 91.2 110.0 120.0 110.0 120.0 30• 65.7 65.7 90.0 90.0 90.0 90.0 LOAD AREA LIMITS J 36' 110.0 120.0 110.0 161.7 104.7 185.5 36• 76.9 76.9 105.9 115.5 105.9 115.5 36' 48.6 48.6 90.0 90.0 90.0 90.0 FOR +110, --195 PSF = 10.0 SQ. FT. i n 421 R 110.0 `120.0" 110.0 120.0 110.0 120.0 42' 67.9 67.9 90.0 90.0 90.0 90.0 42' - - - 90.0 90.0 +110, -120 PSF = 16.3 SQ. FT. '� aI 48 104.6 104.8_ 110.0 120.0 110.0 120.0 48' 65.0 65.0 90.0 90.0 90.0 90.0 48 - - - - 70.0 70.0 +90, -90 PSF = 24.0 SQ. FT. G C U 54•- 88.3 88.3 110.0 120.0 110.0 120.0 54' 60.2 60.2 80.0 80.0 80.0 60.0 54' - - - - 70.0 70.0 +70, ---70 PSF = 35.0 SQ. FT. w 57' 81.9 81.9 108.3 116.1 108.3 118.1 57' 57.0 57.6 75.8 75.8 75.8 75.8 57' - - - - 70.0 70.0 +50, -50 PSF = 45.0 SQ. FT. 2 60' ` 36 76.9 76.9 105.9 115.5 105.9 115.5 6060• - - - 72.0 72.0 60• B4" - - - - 70.0 70.0 D Ii 63' L 72.5 72.5 103.7 113.2 103.7 113.2 63' - - - - 70.0 70.0 63' - - - - 50.0 50.0 66- 66.5 68.5 90.0 90.0 90.0 90.0 66' - - - - 70.0 70.0 66 - - - - 50.0 50.0 V G r1 69" 64-5 64.5 90.0 80.0 90.0 90.0 69' - - - - 70.0 70.069 - - - - 50.0 50.0 V) 72` 60.9 60.9 90.0 90.0 90.0 90.0 72' - - - - 70.0 70.0 72' - - - - 50.0 50.0 O p0 a Q �N 75' 57.8 57.8 90.0 90.0 90.0 90.0 1 75" - - ^ - 70.0 70.0 75' - - - - 50.0 50.0 O eiJ ti G 78' -55.0 55.0 90.0 90.0 90.0 80.0 78' - - - 70.0 70.0 24• 88.6 86.6 110.0 120.0 110.0 120.0 09 a �y O li IN al. -50.2 90.0 90.0 90.0 90.0 8I' - - - - 70.0 70.0 W. 57.9 57.9 90.0 90.0 90.0 90.0 Q I - • 84" 48.6 48.6 90.0 90.0 90.0 90.0 84" - - - - 70.0 70.0 36• 43.0 43.0 90.0 90.0 90.0 90.0 In=Q • L•.. to �3 • • •••• • 87' 47.0 47.0 90.0 90.0 90.0 90.0 67- - - - - 50.0 50.0 42' - - - - 70.0 70.0 • ,y (0 In 24' 110.0 168.0 110.0 169.7 110.0 195.0 24- 110.0 119.6 110.0 120.0 110.0 120.0 48' - - - - 70.0 70.0 WDw. WIDTH •Q 5 �2 • i • • • • •••• • M. 110.0 144.0 110.0 150.9 110.0 195.0 W. 81.8 81-8 110.0 120A 96'110.0 120.0 54' - - - 50.0 50.0 0000 36' 110.0 120,0 110.0 120.0 110.0 120.0 36' 68.5 68.5 90.0 90.0 90.0 9010 57' - - - - 50.0 50.0 • • • 0000 • 42' 102.9 102.9 110.0 120.0 110.0 120.0 42" 60.2 60.2 90.0 90.0 80.0 90.0 60' - 50.0 50.0 •i •RV • • • • • 45' a7.2 87.2 110.0 120.0 110.0 120.0 48' 57.0 57.0 90.0 90.0 90.0 90.0 63- - - - - 50-0 50.0 • • • •••• -J • • 54' 76.9 76.9 103.9 113.4 103.9 113.4 54' - - - - 80.0 80.0 66- - - - - 50.0 50.0 Z ��, • Y• •• • •••• o► • 57 72.2 72.2 90.0 90.0 90.0 90.0 57' ^ - - - 70.0 70.0 24- 70.4 70.4 90.0 90.0 90.0 90.0 //� • • Ln • •••• • 60- 42' 67.9 87.9 90.0 90.0 90.0 90.0 60' 66• - - - - 70.0 70.0 30' 56.4 58.4 90.0 90.0 90.0 90.0 3 // : N • 63" 63.9 03.9 90.0 90.0 90.0 90.0 63• - - - - 68.6 68.6 38` - - - - 70.0 70.0 • • ?1 4 •••• • 66' 60.2 60.2 90.0 90.0 9010 90.0 65.5 65.5 42' - - - - 70.0 70.0 �• ••� • 108• • LyQIy��• 0 w• • • 69' 55-3 55.3 90.0 90.0 90.0 90.0 69' - - - - 65.5 65.5 48- - - - - 50.0 50.0 • SG C3 W••4 • ••• 72• 52.0 52.0 90.0 90.0 90.0 90.0 72' - - - - 55.5 65.5 54' - - - - 50.0 50.0 rA. 75- 49.1 49.1 90.0 90.0 90.0 90.0 75• - - - 65.5 65.5 57- - - - 50.0 50.0 m 78' 46.7 46.7 88.4 88.4 90.0 90.0 76' - - - - 50.0 50.0 500 1 50.0 50.0 z F-r- WINDOW LENGTH W ,� 81' 44.8 44.6 85.4 85.4 90.0 90.0 81' - - - - 50.0 50.0 24' 59.5 59.5 90.0 90.0 90.0 90.0 3 N a4• - - - - 90.0 90.0 84' - - - - 50.0 50.0 30' - - - - 90.0 90.0 O M 87• - - - - 70.0 70.0 87• - - - - 50.0 50.0 36• - - - - 70.0 70.0 oopp 0 3 24' 110.0 160.0 110.0 161.7 110.0 195.0 24' 110.0 111.5 110.0 120.0 110.0 120.0 42' 120" - - - - 70.0 70.0 N Z Z N 30' 110.0 120.0 110.0 141.1 108.2 191.6 30` 77.0 77.0 110.0 120.0 110.0 120.0 48' - - - - 50.0 50.0 %/' i p J M 36" 104.8 104.8 110.0 120.0 110.0 120.0 36- 60.9 60.9 90.0 90.0 90.0 90.0 54' - - - - 50.0 50.0 /` W 0 42' 07.2 87.2110.0 120.0 110.0 120.0 ' Z 52.0: 52.0--- 90.0 80.0 90.0 90.0 24' 46.9 46.9 90.0 90.0 90.0 90.0 3 V p Ed 48- 77.3 77.3 110.0 120.0 110.0 120.0 42 50.6 50.6 85.5 85.5 90.0 90.0 30- - - - - 70.0 70.0 54' 69.8 69.8 90.0 90.0 90.0 90.0 54' - - - - 70.0 70.0 M. 132" - - - - 70.0 70.0 $7• 66.3 66-3 90.0 90.0 90-0 90.0 57' - - - - 70.0 70.0 42' - - - - 50.0 50.0 + 60• 65.0 65.0 90.0 90.0 90.0 90.0 W. - - - - 70.0 70.0 48' - - - - $0.0 50.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 48' bzJ 63• 60.8 60.5 90.0 90.0 90.0 90A .6 63' - - - - 68 68.6 24' 41.3 41.3 90.0 90.0 90.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 66' 57.0 57.0 90.0 90.0 90.0 90.0 65' - - - - 65.3 65.5 30' - - - - 70.0 70.0 vI [A v v?1 69' 53.6 53.6 89.6 89.6 90.0 90.0 69' - - - - 62.6 62.6 36' 1 - - - - 50.0 50.0 c i i 72' 50.6 50.6 85.5 85.5 90.0 90.0 72' - - - - 50.0 50.0 42' - - - 50.0 50.0 2 W W ro w 75' - - - - 90.0 90.0 75' - - - - 50.0 50.0 24' - - - - 70.0 70A u o u u a v 78' - - - - 70.0 70.0 78' - - - - 50.0 50.0 30 156' - - - - 70.0 09 70.0 y� g o a o 8f' - - - - 70.0 70.0 BI' - - - - 50.0 50.0 36' - - - - 50.0 50.0 Izin z 84" - - - - 70.0 70.0 84' - - - - 50.0 50.0 s7 - - - - 70.0 70.0 87- - - - - 50.0 50.0 1 LLL=-=Ij 24" 110.0 142.2 110.0 155.9 110.0 195.0 24' 108.1 108.1 110.0 120.0 110.0 120.0 y o -- 30' 1W.3 103.3 110.0 120.0 t10.0 120.0 30' 70.2 70.2 110.0 120.0 110.0 120.0 poo 36' 88.3 88.3 110.0 120.0 110.0 120.0 36• 55.0 55.0 1 90.0 90.0 90.0 90.0 NOTE: 42' 76.9 76.9 1019 113.4 103.9 113.4 42' 46.7 46.7 58.4 88.4 90.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE - 49• 69.6 69.8 90.0 Soo 90.0 90.0 48• - - - - 70.0 70.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 54' 67.4 67.4 80.0 $0.0 80.0 80.0 54' - - - - 70.0 70.0 57' 63.7 63.7 80.0 80.0 80.0 80.0 57' - - - - 70.0 70.0 EJAVAD AHMAD 0 6 0 60' 60.2 60.2 80.0 e0.0 80.0 80.0 60' - - - - 70.0• >o.o - - ngr. CIVIL PRODUCT REVISED - 63'{ 57.1 57.1 80.0 80.0 80.0 80.0 63' ^ - - 66.8 88.6 - 54' 78' FlA. PE � 70592 �complying wilfi the Florida <v � x` A.N. 538 L4uilding Code 86' - - - - 60.0 80.0 88' - - - - 50.0 50.0 _p ce No �^�ff�t/ • 69' - - - - 70.0 70.0 69' - - - - 50.0 50.0 A irati 1 Date: L !�W r8 72' - - - - 70.0 70.0 72' - - - - 50.0 50.0 vl !1�9, 1J 75' - - - - 70.0 70.0 75' - - - 50.0 50.0 By 78' - - - - 70.0 70.0 79• - - - - 50.0 50.0 By ro*prow drawing no. 81• - - - - 70.0 70.0 ai' - - - - 50.0 50.0 W99-1 0 84' - - - - 70.0 70.0 t 87- - - - - 70.0 70.0 - sheet 5 of 11 _ 1/8" TEMP. GLASS 1/8" TEMP. GLASS �V v AIR SPACE AIR SPACE I 1/8" ANN. GLASS 1/8" TEMP. GLASS .075" Soflex CP With PET Core ,075" Soflex CP With PET Core Z J By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' G E. .090" Saflex Clear And Color Gloss .090" Soflex Clear And Color Glass f+ w By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' N a INTERLAYERS INTERLAYERS 0. 0 .090" SentryGlas .090" SentryGlas O JO 0 Ov By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' d. .090" Butacite PVB .090" Butacite PV8 p LL By 'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' SQUARE BEAD 0 t h OPTIONAL p '{ 1/8" ANN, GLASS 1/8" TEMP. GLASS ALL GLASS TYPES Q'O M e XL EDGE SPACER XL EDGE SPACER i a Q ST. STEEL BY 'CARDINAL' SILICONE ST. STEEL BY 'CARDINAL' SILICONE 0. a a A OR GE-1200 - - - - - - -0R - - -GE-1200 - tb DURASEAL BY 'QUANEX' DOW 995 DURASEAL BY 'QUANEX' DOW 995 O; M O a OR DOW 899 OR DOW 899 Q w LL N •• • SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' CL. _ - M •• • •.•• • Imo{ I •- � .� z • • • Z 10 AT 11/4 POINTS ALL SIZES 10 AT 1/4 POINTS ALL SIZES •Q•41 •• •: .••• 3/4" INSULATED 3/4" INSULATED " ;•�• ; GLASS TYPE '2A' GLASS TYPE '3A' � :• :• :.•• • to1 C3� 00 0440 • ri • • • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 0 • 0) •• •••• • REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS ,REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS •� • • WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 43A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' • • ••• • WIDTH HEIGHT EXT. (+) 1NT. (-) LILT. (+) 1MT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT, (+) INT. (-) WIOTH HEIGHT EXR. (+) 1NT. (-) EXT. (+) 1NT. (-) p •Q Lj • WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) INT. (-) w w i••• i 24' 110.0 180.0 110.0 180.0 24" 110.0 160.0 110.0 160.0 24' 110.0 118.4 110.0 120.0 �t Q O' 4 • • • 19-1/8" 110.0 195.0 110.0 195.0 L%. F-- •a • 30' 110.0 144.0 110.0 144.0 30" 110.0 120.0 110.0 120.0 30' 81.8 81.8 110.0 120.0 to •• • " •� 36' 110.0 120.0 110.0 120.0 36' 110.0 111.3 110.0 120.0 26-1/2 110.0 166.2 110.0 166.2 Ly 36' 72" 64.7 64.7 90.0 90.0 26" 37" 1100 1662 1100 1662 z F- . . . . rn 42' 110.0 120.0 110.0 120.0 42" 92.7 92.7 96.9 102.9 42' 55.2 55.2 90.0 90,0 V) u7 M En 48' 110.0 1 111.3 110.0 120.0 48' 82.1 1 82.1 84.8 90.0 48' 1 i53.7 53.7 90.0 90.0 53-1/8" 110.0 120.0 110.0 120.0 � N to 0 fn 54' 93.8 93.8 110.0 120.0 54' 48" 74.2 74.2 90.0 90.0 24" 110.0 114.8 110.0 120.0 19-1/8" 110.0 ' 195.0 110.0 195.0 00 p 'Con LL- 57" 87.0 87.0 110.0 116,9 57" 70.4 70.4 90.0 90.0 30' 78" 74.6 74.6 110.0 118.9 26-1/2" 38-3 8' 110.0 163.0 110.0 163.0 N Z Z LO 60" 36' 81.7 81.7 120.0 114.3 60" 69.0 69.0 90.0 90.0 36" 58.4 58.4 90.0 90.0 37" / 110.0 116.8 110.0 116.8 w O Q M 63" 77.0 77.0 120.0 112.0 63' 64.6 64.6 90.0 90.0 42' 49.6 49.6 90.0 90.0 53-1/8" 89.3 89.3 110.0 112.6O(D J Lu 66" 72.7 72.7 90.0 90.0 66" 60.5 60.5 90.0 90.0 24' 110.0 120.0 110.0 120.0 i9-1/8" 110.0 185.7 110.0 185.7 Lu V O 12 69' 68.5 68.5 90.0 90.0 69" 57.0 57.0 90.0 90.0 30' 84" 69.8 69A 90.0 90.0 26_1/2• 110.0 139.4 110.0 147.2 72" 64.7 64.7 90.0 90.0 72' 53.7 53.7 90.0 90.0 36" 51.6 51.6 90.0 90.0 50-5/8' 75' 61.4 61.4 90.0 90.0 24" 110.0 151.0 110.0 154.3 24' 94.1 94.1 110.0 120.0 37" 100.9 100.9 110.0 116.8 78" 58.4 58.4 90.0 90.0 30' 109.7 109.7 110.0 120.0 30" 96" 61.6 61.6 90.0 90.0 53-1/e" 72.1 72.1 85.3 85.3 81' 53.4 53.4 1 90.0 90.0 36" 93.8 93.8 110.0 120.0 36' 45.6 45.6 90.0 90.0 19-1/8 110.0 177.5 110.0 177.5 to T 84' 51.6 51.6 90.0 90.0 42' 81.7 81.7 96.9 102.9 24' 108 74.8 74.8 90.0 90.0 26-1/2" 63" 109.1 109.1 110.0 120.0 . N 87" 49.9 49.9 90.0 90.0 48' 54 74.2 74.2 90.0 90.0 30" 59.9 59.9 1 90.0 1 90.0 37" 74.9 74.9 1 110.0 110.2 .26 o o 24" 110.0 168.0 110.7 168.0 54' 71.6 71.6 60.0 80.0 24' 120" 63.2 63.2 90.0 90.0 53-1/8` 61.3 61.3 81.3 81.3 v� ww � s 30' 110.0 144.0 110.0 144,0 57" 67.6 67.6 80,0 80.0 24' 132' 49.8 49.8 90.0 90.0 19-1/8" 110.0 120.0 110.0 120.0 N w a a 36" 110.0 1zo,D 110.0 120.0 60' sa.o 6a.o so.D eo.o 2a' 144' 43.8 43.8 90.0 90.0 26_1/2" 74-1/4" 95.4 95.4 110.0 120.0 " 48' 92,7 92.7 96.9 102.9 24' 110.0 120.0 110.0 120.0 37" 60.4 60.4 90.0 90.0 54' 81.7 81.7 96.4 102.9 30' 96.9 96.9 110.0 120.0 Wb y o 57' 76.7 76.7 90.0 90.0 36" 81.7 81.7 110,0 114,3 42" LOAD AREA LIMITS I Il n m o NOTE: O p o N n o o 60' 72.1 72.1 90.0 90.0 42' 60" 72.1 72.1 90.0 90.0 FOR +110, -195 PSF = 9.32 SQ. FT. 0 0 _ - 63' 67.9 67.9 1 god) 90.0 1 48' 69.0 69.0 90.0' 90.0 WINDOW LENGTH +110, -120 PSF = 16.2 SQ. FT. 86" 63,9 63.9 90.0 90.0 54' 64.0 64.0. 80.0 1 60.0 w +90, -90 PSF = 24.0 SQ. FT. 69' 58.8 58.8 90.0 90.0 57' 61.2 61.2 75.8 75.8 Engr. JAVAD AHMAD 72" 55.2 55.2 90.0 90.0 24' 110.0 120.0 110.0 120.0 r /� CML PRODUCT REVISED j N 75' 52.2 52.2 90.0 90.0 30' 86.9 86.9 110.0 120.0 j, o p FLA: PE 1f 0592 as complying with the Florida `vo z CAM. 35 IBuild4ig Code •� r 51 78" 49.6 49.6 90.0 90.0 36' 66" 72.7 72.7 90.0 90.0 3 Acceptance No 15 �/� EWO w a Y - 81' 47.6 47.6 90.0 90.0 42' 63.9 63.9 90.0 90.0 Sx iralion Data 00 v° h ! u 48' 60.5 60.5 90.0 90.0 NOTE: By drawing no. NOMMiami adc Plodud CLrLlyd GLASS CAPACITIES ON THIS SHEET ARE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED MAY 4 015 W99-10 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. BASED ON ASTM,E1300_09 (3 SEC. GUSTS). ._ sheet 6 of 1.1 - - - f INSTALLATION CONDITIONS FLANGE FRAME .(APPLIES TO ALL FOUR SIDES) O FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING ti SEE SHEET 9 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV. FOR SPACINGSEE ELEV. FOR SPACING - SE£ SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION METAL Q Q STRUCTURES 0 w 0 Q 1 3/8' IL SEALANT SEALANT Cc I O ¢ Oom o C-1 .- o. •- a - X a Q ° d a 'rz' •` a \ z G~D� — 2 1/8' ro av -v ° . � a' oV ° v a `. MIN. UJW �H }y0 N T4 a Q wNLL L6 ROD• 1" MIN. o- 1" MIN. �• Q • • •.•• • 2-1/2' MIN. 2-1/2" MIN. 'IQ w gF. • • INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE I WOOD BUCK TYPE '2' • MATERIAL: PRESSURE TREATED • MATERIAL: PRESSURE TREATED � � � �'�' � ' • TYPICAL INSTALLATION ,DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO " ' "� •••• • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDESIUSI G WOOD METAL STRUCTURES •� • • 3E •ix o • O W• • • • •r O •IL �••• � TYPICAL ANCHORS TYPICAL ANCHORS cn• • • SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS a� N• -SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9"FOR DESCRIPTION SEE ELEV. FOR SPACING Z o SEE SHEET 9 FOR DESCRIPTION In u) 1 3/8' _j 01� SEALANT SEALANT - 3 Z Z I �I p J O X XX W O Q v Q Q N 0[L U) U o o k �. a• 9 d a Q a ..a d I 2 7/8` o V a p Q .'e a 2 1/8` v Q v MIN. w ti 3i o ` BUCK INSTALLATION BY OTHERS - a BUCK INSTALLATION BY OTHERS o 0 0 ATTACHMENT TO o 1' MIN. la MIN. a u 0 o u APPROVED MULLIONS < a INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' °'6 Z z a IA1• PRESSURE TRFATFn TYPICAL INSTALLATION DETAIL - TYPICAL INSTALLATION DETAIL, o °? � � F • Q O N ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDESfUSING WOOD g 0 � a O Engr: JAV MLAH PRODUCT REVISED 7 9 FIA PE 1 70592 ss complying wish the Florida ,y > _ CAN 538 Building Code G Acceptance No •0512. 6 0 iralial Dale a m U By WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 0 44 2015 Munn da rodud" drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W99-1 0 THEM TO THE BUILDING STRUCTURE. sheet 7 of 11 _ INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) �v i3 FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS rn SEE ELEV. FOR SPACING O1 SEE SHEET 9 FOR DESCRIPTION 0 H w � ti TYPICAL ANCHORS TYPICAL ANCHORS METAL 2 (4 STRUCTURES IL p O SEE ELEV.` FOR SPACING SEE ELEV. FOR SPACING 0 v SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION 0 �I LL 0 U V ri M 0►owM o Oaao xa X clIy � 0_ � 3 J IN F-' 21/8' C � a :rz c :ry 21/8 \. H {L2 �sA • aV • v .' vV ' v MIN. t•- N � _ • 0000 • ., c y tO Cg t N • 6 1� -MIN. = 0 1� MIN • •Q•i ri '• • 0000 • 2-1/2' MIN. L2-i/2- MIN. 0000 • •: •••d • • INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUSK TYPE '2' '� '•� '•;• • •Y •• II, 00MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED • at 0 gel N 4 0 0000 0 • • �' • TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 3 Ir 0 9, ••�� • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDESfUO W• •SING WOOD METAL STRUCTURES 0 LLJa . • X • •••• • N z T Ol TYPICAL ANCHORS j 3 N co TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACINGSEE SHEET 9 FOR DESCRIPTION 0 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING � Z SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION w 3 O 01 13/8'1 ( - � � 00 X N X>\ (U z ti I \ ti Ci o Ci z = m = � VI IA N a av a q� e a 1a 2 7/8' a. d o ' �� a .v 2 1/8' vV vV e ` BUCK INSTALLATION BY OTHERS ; ` BUCK INSTALLATION BY OTHERS MIN ATTACHMENT TO APPROVED MULLIONS R 9 _ a g 1 I INSTALLATION TYPE '3' MOOD BUCK TYPE '3' INSTALLATION TYPE WOOD BUCK TYPE '4' o aoHM � . MATERIAL: PRESSURE TREATED MATER PRESSURE TREATED > ro $ 4 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESIUSING WOOD ON ALL FOUR SIDESfUSING WOOD Engr. DR. HUMAYOUN FAROOO a Y o STRUCTURES PRODUCT'REVISED j iv FLA PE # 16557 as complying with Ute Florida C N.3539 Building Code Acoeptance No 15'0SM Aro LUc Bx iration Date %0 v WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 13Y ado drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ) 4 ?.[ll`i W99--1 0 THEM TO THE BUILDING STRUCTURE. sheet 8 of 1 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES a OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS WD�H �� o REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 6 FOR DETAILS REFER TO SHEETS 7 & 5 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEET 7 & 8 FOR DETAILS ro o+ WINDOW DIMS. IXT (+) WINDOW DIMS. EXT (+) WINDOW D1MS. EXT (+) WINDOW DIMS. EXT (+) WINDOW DIMS. EXT. (F) H WINDOW LENGTH Z j WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) z i �j. O }. z 24" 195.0 24" 195.0 24' 195.0 24" 195.0 w / 2 � _ 19-1/8" 195.0 � I � � a Q 30" 195.0 30' 195.0 30' 195.0 30" 174.926-1/2" 195.0 3 11 cw ti // Q 36" 195.0 36' 195.0 36" 179.3 36" 150.6 37" 26" 195,0 i /j j% o_ 0 O 42" 1 _ -195.0 42" 195.0 42' 162.7 42" 133.5 53-1/8'1 195.0 3 3 Q w 48I 193.6 48" 181.548', 2 151.3 48. 108' 121.0 19-1/8" 195.0 3 p 54' © 195.0 54" 191.2 54' 143.4 54" 111.5 26-1/2" 195.0 38-38" 57' 195.0 57' 172.1 57' 140.5 57' 107.7 37" / 195.0 V p s I 60" 184.4 60" 156.4 60' 138.3 60' WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 104.2 53-1/8' 195.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. O IX >Q o 63' 36 172.1 63" 54" 143.4 63" 72" 136.6 24' 188.2 19-1/8" 195.0 INTERPOLATION BETWEEN SIZES ALLOWED. Q L h - 66` - - 161.3 66" 132.4 66" - -128.0 30" 154.9 26-1/2` 195.0- aD I 50-5/8" - 69" 169.8 69" 153.7 69" 134.7 36" 120' 132.9 37' 195.0ub ism<53-1/8'72' 179.3 72" 143.4 72' 134.4 42" 1f7.3 195.075' 169.8 75" 134.4 75" 124.1 48" 105.9 19-i/8' 195.0 • W N< y� + • 78" 161.3 78" 126.5 78' 115.2 54" 97.1 26-1/2' 195.0 + •�• vi }• a••• • 81" 153.7 81' 119.5 81' 107.6 24" 193.6 37' 63 169.3 • • • • • • • 84' 146.7 84 113.2 84" 100.8 30 158.9 53-1/8' 144.0 • - � a, 87' 168.3 87" 129.1 87' 113.9 36' 132' 135.9 19-1/8" 195.0 �: • 24' 195.0 24" 195.0 24` 195.0 42" 119.6 26-1/2' 74-1/4' 195.0 30' 195.0 30" 195.0 30' 184.4 48" 107.6 37' 168.9 36" 195.0 36" 184.4 36' 161.3 24" 195.0 1 53-1/8' 137.6 i x • '0'. •••• • 42" 195.0 42' 170.2 42' 145.6 30" 144' i 62.1 a W O W 0• i••• i 48" 184.4 48' 161.3 48' 134.4 36" 138.3X p W ••4 • • 54' 195.0 54" 156.4 54' 126.5 42' 121.4 m N N• 57` 184.4 57" 155.3 57' 123.5 24" 181.5 n o 60" 170.2 60" 154.9 60" 121.0 30" 156" 148.3 I I = N M m 42" ' 60" ' 78 " 119.0 36" 126.3 r 66" 147.5 66' 129.1 66" 117.3 I M 63" 158.0 63140.8 63 zz� � 69" 172.9 89' 148.9 69" 116.1 I I I BOJ in 72' 162.7 72" 138.3 72" 115.2 w _ _0 75" 153.7 75" 129.1 75' 114.7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING O N U r-0 78" 145.6 78" 121.0 78" 114.6 j/4' DIA. KWIK-CDN II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 81" 138.3 81" 113.9 81" 106.4 r ,. , , 84' 131.7 84' 107.6 24' 195.0 + 1/4 DIA. ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) 87" 150.9 87" 122.3 30' 168.3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 24" 195.0 24" 195.0 36' 146.7 1-1/2" MIN. PENETRATION INTO WOOD N m 30" 195.0 30" 182.2 42' 131.7 [THRU 1 BY BUCKS INTO CONC. OR MASONRY 36' 193.6 36" 161.3 48" 121.0 11-1/4" MIN. EMBED INTO CONC. OR MASONRY o i 2i Ot 0: 42" 184.4 42" 147.5 54' 113.2 t < a -1 48' 181.5 48" 138.3 57' 110.2 DIRECTLY INTO CONC. OR FILLED BLOCK W 2 0 a " b V 0 a 0 54" 181.5 54" 132.4 60" 107.6 i 1-3/4 MIN. EMBED INTO CONC. OR FILLED BLOCKS < Z Z 4 57- 1 57 130.4 105.4 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 60" 161.3 60" 129.1 66" 103.5 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c 00 63" a� 0 4 48" 148.9 63" 6128.3 69" 6' 102.0 2 o INTO METAL STRUCTURES > o 66" 138.3 66' 128. 0 72" 100.8 v = _ STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) > ss" fs1.3 es' 126.0 75' ss.s ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 72" 151.3 72" 128.0 24" 195.0 (STEEL IN CONTACT. WITH ALUMINUM TO BE PLATED OR PAINTED) 75" 142.4 75" 125.7 30' 172.1 w f Engr. JAVAD AHMAD PRODUCT REVISED CA 78" 134.4 78" 117.3 36' 148.9 TYPICAL EDGE DISTANCE CML as complying with the Florida N 81' 127.4 81" 110.0 42' 132.8 INTO CONCRETE AND MASONRY = 2-1/2" MIN. SCAN 70592 Building Code I5�1�+512.1�0 0 AcccplanceNo s. v a 84' 121.0 84" 103.5 46' 96" 121.0 INTO WOOD STRUCTURE = 1" MIN. Ex iratii Date %cxa i 87' 138.3 1 87" A 17.3 54' 112.2 INTO METAL STRUCTURE = :3/4" MIN. •V A � V 57" 108.713y NOTE: 60" 105,6 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 042015 Miini 8de Product Con drawing no. INTERPOLATION BETWEEN SIZES ALLOWED. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. W99-1 63' 102.9 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 66" 100.6 sheet 9 of 1 1 PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF U G ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS _o ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORSANCHORS ANCHORS ANCHORS 1 WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. rn EXT. (+) EXT. (+) DCT. (+) EXT. (+) DCT- (+) EXT- (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) Z ori J WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) O }- '4 24" 195.0 195.0 24" - 169.1 195.0 24' 148.0 195.0 24" 126.9 195.0 19-1/8" 195.0 195.0 II"' W 3ri 30" 195.0 195.0 0" 145.7 195.0 30' 124.6 174.5 30" 105.2 175.4 26-1/2" 195.0 195.0 Q IL 36" 195.0 195.0 36" 131.6 195.0 36" 109.6 153.5 36" 91.1 151.8 37' 26"' 195.0 195.0 O W M U 42" 148.0 195.0 42" 123.0 184.5 42" 99.5 139.3 42" 81.2 135.3 53-1/8" 163.4 195.0 0. 48" 157.9 195.0 48" 118.4 177.6 48' 92.5 129.5 48" 96" 74.0 123.3 19-1/8" 195.0 195.0 I: G LL 54" 131.6 195.0 54" 116.9 175.4 1 54' 87.7 122.8 54" 68.6 114.4 26-1/2' 38-3/8' 192.1 195.5 C h 57" 121.4 182.2 57' 105.2 157.9 57" 86.0 120.3 57' 66.5 110.8 37' 173.9 195.0 O M 60' 112.8 169.1 60" 95.7 143.5 60" 84.6 118.4 60' 64.6 107.6 53-1/8" 130.9 195.0 O d Q Q 63' 36' 105.2 184.2 63` 54" 87.7 153.5 63" 72" 83.5 116.9 63' 62.9 104.9 19-1/8" 195.0 195.0 C m T _ 66' 123.3 172.7 66" 101.2 141.7 66" 82.6 115.9 66' 61.5 102.5 _ 26-1/2" " 172.1 195.0 �; 0O -5/8 N 69" 116.1 162.5 69" 94.0 131.6 69" 82.4 115.3 24" 129.5 195.0 37' 143.4 179.3 Q W U) ti C • 72" 109.6 153.5 72" 87.7 122.8 72' 82.2 115.1 30" 106.9 168.1 53-1/8" 121.1 166.3Q • •••• J • 75" 103.9 166.2 75' 82.2 131.6 75' 75.9 115.1 36' 92.1 144.7 19-1/8' 166.8 195.0 u • 78" 98.7 157.9 78" 77.4 123.8 78" 70.5 112.8 42' 81.7 128,3 26-1/2" 63' 129.3 195.0 • °'W 0090 • • 81' 112.8 150.3 81" 87.7 116.9 81' 78.9 105.2 48' 108' 74.0 116.3 37' 103.6 181.2 .. 0••. 84" 107.6 161.5 84" 83.1 124.6 84' 74.0 111.0 54' 68.2 107,2 53-1/8" 88.1 154.1 *0000 •• 1• •..• 87" 103.0 154.4 87' 78.9 118.4 87` 69.6 104.5 57' 65.8 103.5 19-1/8- 172.3 195.0 W •••I ••i•• 24" 177.6 195.0 24' 146.0 195.0 24' 134.5 195.0 60' 63.8 100.2 26-1/2- 74-1/4- 131.8 195.0 76• u f ••• • 30" 157.9 195.0 30" 126.3 189.4 30' 112.8 180.4 24' 131.6 195.0 37" 103.3 165.3 36' 148.0 195.0 36' 112.8 169.1 36' 98.7 157.9 30' 108.3 162.4 53-1/8" 84.1 134.6 • 3 • N�j• ••••• O •.w 42" 145.0 193.3 42" 104.1 156.1 42' 89.0 142.4 36" 120" 92.9 139.3 6 O •••• 48" 145.0 187.9 48" 98.7 148.0 Q. 82.2 131.6 42" 82.0 123.0 D •• • 54" 123.0 184.5 54' 95.7 143.5 54' 77.4 123.8 48' 74.0 1 111.0 •• • N 57" 112.8 169.1 57" 95.0 142.4 57' 75.5 120.9 54" 67.9 101.8 o� 60' 104.1 156.1 60' 94.7 142.1 60" 74.0 118.4 24" 133.2 192.4 1 3 N r1 0 63' 42" 96.7 169.1 63' 60" 86.1 142.1 63" 78" 72.7 116.4 3p' 109.3 157.9 #14 SMS ¢ O M A -1 66" 112.8 157.9 66' 94.7 138.1 66' 71.8 114.8 36" 132' 93.5 135.0 AT 6" FROM ENDS 00 to 17" O.C. MAX. � Z Z LL - 69. 105.7 148.0 69' 91.1 127.5 69" 71.0 113.6 42' 82.3 118.9 AT HEAD/SILL/JAMB 1 3 b to 72' 99.5 139.3 72' 84.6 118.4 72' 70.5 112.8 1 48' 74.0 106.9 V) w 75" 94.0 150.3 75' 78.9 126.3 75' 70.2 112.3 24" 121-1 195.0N I N U O 0 78" 89.0 142.4 78" 74.0 118.4 78' 70.1 112.1 30' 99.1 165.2 144' 81" 101.5 135.3 81" 83.6 111.4 '81' 70.1 104.1 36" 84.6 141.0 r 2 84" 96.7 145.0 84" 78.9 118.4 24` 146.0 195.0 42" 74.3 123.8 N 87' 92.3 138.4 87" 74.8 112.2 30` 123.5 185.3 24" 123.3 195.0 24" 195.0 195.0 24" 164.4 195.0 36' 107.6 161.5 30' 156" 100.8 161.2 N 30" 172.2 195.0 30" 139.3 195.0 42" 96.7 145.0 36" 85.8 137.3Ln LA 36" 157.9 195.0 36" 123.3 172.7 48" 88.8 133.2 #14 SMS � a ix L o LA 42" 145.0 187.9 42' 112.8 157.9 54' 83.1 124.6 1-1/2" MIN. WOOD EMBED m AT 6" FROM ENDS AND `v 8 48" 148.0 185.0 48' 105.7 148.0 57' 80.8 121.3 17" O.C. MAX. I aNi W o iC o 54" 118.4 177.6 54' 101.2 141.7 60" 78.9 118.4 AT HEAD/SILL/JAMB 1' MIN. 60' 98.7 148.0 _ 60' 94.7 138.1 66" 76.0 114.0 '5' y M d n 63' 48" 91.1 159.4 63' 66" 85.9 137.3 69" 74.9 112.3 INSTALLATION TYPE 5 oc °� o 66' 105.7 148.0 66' 97.9 137.0 72' 74.0 111.0 2BY WOOD BUCK OR WOOD STRUCTURES .5 o N n � ooS x _ 69" 98.7 138.169" 89.7 125.6 75" 73.3 110.0 TYPICAL INSTALLATION DETAIL c u 72" 92.5 129.5 72 82.8 115.9 j592 5OD 845 ON ALL FOUR SfDES/USING ALUMINUM BUCK SYSTEM75' 87.1 139.3 75' 76.9 123.0 0)78" - -82.2 - 131.6 78" 71.8 114.8 T.065 Engr: JAV MLAHMAD PRODUCT REVISED �'81' 93.5 124.6 81" 80.7 107.6 065 I"- FLA PE / 70592 complyingwith the FlOrldlt o _ 1- I CAN. 3538 Building Coe 562 Acceptance No 1 5'0512.I6 84' 88.8 133.2 84" 76.0 114.0 1.125 0 87'- 84.6 126.9 8T 71.8 107.6 15x irution Date18 1.436 NOTE: 125 11103 I-- By �prp drawing no. INTERPOLATION BETWEEN SIZES ALLOWED. ALUMINUM BUCK FRAMING DETAIL Zd15 10 REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES ALUMINUM BUCK OPTIONAL COVER X99- USE LOWER APPLICABLE VALUES. 6063-T6 6063-T6 sheet 10 of 1 1D PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES U ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK 0 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS j ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS rn 111ND011 DIMS. AT 17" O.C. AT 10' O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. Z h � EXT. {+) EXT. (+) EXT. (+) EXT. (+) DCT. {+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) O WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-} INT. (-) WIDTH HEIGHT INT. (-} INT. (-) W dr fD a 24" 159.0 195.0 24' 121.1 181.7 24" 106.0 148.4 24' 90.9 151.4 19-1/8" 194.2 195.0 Q d o 30" 145.4 193.8 30' 104.4 156.6 30' 89.3 125.0 30' 75.4 125.6 26-I/2" 26" 173.9 195.0 O v 36" 141.3 188.4 36" 94.2 141.3 36" 78.5 109.9 36" 65.2 108.7 37' 146.8 195.0 d W 42" 106.0 141.3 42" 88.1 132.2 42' 71.3 99.8 42" 58.1 96.9 53-1/8 117.0 175.6 c LL 48" 113.1 141.3 48" 84.8 127.2 48' 66.3 92.8 48" 96" 53.0 88.3 19-1/8 166.2 195.0 C = n 54" 94.2 141.3 54" 83.8 125.6 54' 62.8 87.9 54'. 49.2 81.9 26-1/2" -3/8, 137.6 183.4 O 57" 87.0 130.5 57" 75.4 113.1 57" 61.6 86.2 57' 47.6 79.3 37" 124.5 166.1 0 m Q Q g 60' 80.8 121.1 60" 68.5 102.8 60" 60.6 84.8 60' 46.3 77.1 53-1/8" 93.6 140.6 to; 63. 0- 36" 75.4 131.9 63" 54" 62.8 109.9 63" 72" 59.8 83.8 63" 45.1 75.1 19-1/e" 155.5 194.4 r03 p K J � 66" 88.3 123.7 66" 72.5 101.5 66" 59.3 83.0 66' 44.1 73.4 26-1/2" -5/8. 123.3 154.1 Q W N 0 69" 83.1 116.4 69" 67.3 94.2 69" 59.0 82.6 24" 92.8 145.8 37' 102.7 128.4 00 ••s•• 72" 78.5 109.9 72' 62.8 87.9 72' 58.9 82.4 30" 76.6 120.4 53-t/8" 86.7 119.1 •• •Q Z61 • 75' 74.4 119.0 75" 58.9 94.2 75" 54.4 82.4 36" 66.0 103.6 19-1/8- 119.5 195.0 •• •• • ••••• 78" 70.7 113.1 78" 55.4 88.7 78" 50.5 80.8 42" 58.5 91.9 26-1/2" 92.6 162.1 •• • 63' ••••• 81' BOX 107.7 81" 62.8 83.8 81" 56.5 75.4 48" 108" 53.0 83.3 37" 74.2 129.8 •• •fl: 84" 77.1 115.6 84" 59.5 89.3 84' 53.0 79.5 54' 48.9 76.8 53-1/8" 63.1 110.4 87" 73.7 110.6 87' 56.5 84.8 87' 49.9 74.8 57' 47.2 74.1 19-1/8' 123.4 195.0 •• v41, is .••••24" 127.2 169.6 24" 106.0 159.0 24" 96.4 154.2 60" 45.7 71.8 26-1/2" 94.4 151.1 •+ •+74-1/4' N v1113.1 150.8 30" 90.5 135.7 30' 80.8 129.2 24" 94.2 141.3 37" 74.0 118.4 i O • e& 0000: 36' 106.0 141.3 36' 80.8 121.1 36' 70.7 113.1 30" 77.5 116.3 53-1/8" 60.3 96.4 Li"" 42" 103.8 138.4 42" 74.5 11 1.8 42' 63.8 102.0 36' 66.5 99.8 •• X Q •• *00004 48" 103.8 134.6 Q. 70.7 106.0 48' 58.9 94.2 42' 120" 58.7 88.1 •••• 54" 88.1 132.2 54' 68.5 102.8 54' 55.4 88.7 48" 53.0 79.5O =CA Z �f'- 0 57" 80.8 121,1 57" 68.0 102.0 57' 54.1 86.6 54" 48.6 72.9 3 N M m 60" 74.5 111.8 60' 67.8 101.8 60" 53.0 84.8 24" 95.4 137.8 M 1 63. 42' 69.2 121.1 63' 69" 61.7 101.8 63" 78" 52.1 83.4 30" 78.3 113.1 000 Z Z LL- 66, LL 66" 80.8 113.1 66` 67.8 98.9 66" 51.4 82.2 36" 132' 66.9 96.7 u #14 SMS N O rn 3 AT 6' FROM ENDS M 69' 75.7 106.0 69' 65.2 91.3 69" 50.9 81.4 42" 58.9 85.1 � 17" O.C. MAX. 72" 71,3 99.8 72" 60.6 84.8 72' 50.5 80.8 48" 53.0 76.6 o N , AT HEAD/SILL/JAMB O 75" 67.3 107.7 75" 56.5 90.5 75' 50.3 80.4 24' 86.7 144.5 N V p 78' 63.8 102.0 78' 53.0 84.8 76' 50.2 80.3 30" 144` 71.0 118.3 W 81" 72.7 96.9 81" 59.9 79.8 81' 50.2 74.5 36' 60.6 101.0 84" 69.2 103.8 64' 56.5 84,8 24' 106.0 159.0 42" 53.2 88.6 N W W 87' 66.1 99.1 87" 53.6 80.3 30' 88.5 132.7 24" 88.3 141.3 x x T x In In m 24" 141.3 176.7 24" 117.8 164.9 36' 77.1 115.6 30" 156' 72.2 1115.5 I iQ soeLA 30" 123.3 154.2 30" 99.8 139.7 42" 69.2 103.8 36' 61.4 98.3 1 a a a p O 36" 113.1 141.3 36" 88.3 123.7 48" 63.6 95.4 G 42" 103.8 134.6 42' 80.8 113.1 54' 59.5 89.3 2 -1/2' MIN. d d I ` tvn w c 0 / 1/4 DIA KWIK-CON/ULTRACON as W g o a o 48' 106.0 132.5 48" 75.7 106.0 57 57.9 86.9 ° EDGE DIST. ° 1-1/4 MIN. CONC. EMBED o = Z 57" 77.1 115.6 57" 71.4 100.0 63" 84" 55.4 83.1 AT 6" FROM ENDS AND17" O.C. MAX. (10" O.C. ALT.) 60' 70.7 106.0 60' 67.8 98.9 66" 54.4 81.6 INSTALLATION TYPE 6 AT HEAD/SILL/JAMB c a o M m 63' 48" 65.2 114.2 63" &6" 61.5 98.3 69" 53.6 80.4 > a 0 0 0 66' 75.7 106.0 66' 70,1 98.1 72" 53.0 7s.5 TYPICAL INSTALLATION DETAIL 1 69' 70.7 98.9 69` 64.2 89.9 75' 52.5 7a.6 ON ALL FOUR SIDES f USING ALUMINUM BUCK SYSTEM 72' 66.3 92.8 72" 59.3 83.0 JAVAD AHMAD- r: 75" 62.4 99.8 75" - 55.1 88.1 - -- _ Engr: CIVIL PRODUCT RF,VLSED iv 78" 58.9 94.2 78' 51.4 82.2 FLA. PE70592 as Compiyins With tits F10016 :]c :]c81' 66.9 89.3 81 57.8 77.1 CAN. 38 Building Code ncceplan"1 NU 15'O 12.16 b o a 84' 63.6 95.4 84" 54.4 81.6 Bxpiration Date $ 87" 60.6 90.9 87" 51.4 77.1 By drawing no. 2015 Mi Dade Product NQm- INTERPOLATION BETWEEN s1zEs ALLOWED. ALUMINU BUCK FRAMING DETAIL W99-10 REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. - - _ _ - - - - - Sheet 11 of Z - - _.,,......�...._,�•�-a,..�-... _:..... ..-::, ......,..,,,t.,.,„ .. n.--_.,.;..._.:_-.ter.,,. ..._,._.,�---.<, ,..�:�� .-M�,. . .. .,._.,..,. __,.�,..-. ..._. ..-._ .._ -- .-. .E•. .- _.. _._., .._.. ..._,. „. � ., .. -�;.r.-:.,.,._ _. _ ,.>. .....,. r _:.. ..,..,,. -..__ ..�-.....�,..�_-.+-�.....:. .n...t .,.... ...-_-.--"`r, . ,.,.,. .,..L-. .. -.,_..-- ... a M IAM I-DADE ML4MI-DARE COUNTY i 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,�vw.miamidade.tov/economj ' CGI Windows and Doors,Inc. 10100 NW 25h Street f 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 - r Product Control Section to be used in Miami Dade County and other areas where allowed by*h&Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dad*'County Product Control •• Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dadb*CWty)restive the right to have this product or material tested for quality assurance purposes. If this pro$ucf or material fails 6••• perform in`the accepted manner, the manufacturer wincur ill ithe expense of such tg"•to •t•• • t .��tl g and,'�q.�J m U... immediately revoke, modify,or suspend the use of such product or material with341tgir jurisdiction. RF.A;.;• reserves the right to revoke this acceptance, if it is determined by 141iami Dade.C"frity Product:Contrel.... Section that this product or material fails to meet the requirements of the applieab)e bui�cling code.- • This product is approved as described herein, and has been designed to compiyewith the Fl0;Wglduilduig.••• Code, including the High Velocity Hurricane Zone.- 0 1, 0 00 • (DESCRIPTION:Series"CGI Heavy Clipped Extruded Aluminum Tube Mullion'T,V.1. • I _ APPROVAL DOCUMENT: Drawing No. 6300JP, titled "Impact-Resistant'Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C_dated 06/19/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product-Control Section. a 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. i 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 1 t 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. F INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its 1 f distributors and shall be available for inspection at the job site at the request of the Building Official. ` This NOA revises NOA#16-0218.04 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 Jorge M.Plasencia,P.E. NOA No.17-0630.11 MIAMFrlADE COUNTY Expiration Date: May 26,2021 Approval Date:December 14,2017 ( Page 1 F 1 r 1 b 1 L � , t 1 F ' CGI Windows and Doors.Inc. F x' r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i . 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S A.. DRAWINGS 1. Manufacturer's die drawings and sections.- .2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets I through 25 of 25, dated 08/29/11,with revision B, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS •••• . . ..:. ...... 1. Test reports on, 1)Air Infiltration Test, per FBC, TAS 202-9$..• .• 2)Uniform Static Air Pressure Test,Loading*pet FBC, TAS 202-94••••'• 3) Water Resistance Test, per FBC, TAS 202*-W•• :.... 4)Large Missile Impact Test per FBC, TAS 241;14 •0000 • ••••• 5) Cyclic Wind Pressure Loading per FBC, TA9.203-94... ..:..' 6)Forced Entry Test, per FBC 2411.3.2.1, anc�lik§202-94 ••••;• r along with marked-up drawings and installation diagrar$•W:clipped •aluminum •o mullions, prepared by Fenestration Testing Lab, Inc., Tesj Report Npe•F1FL-64)3••, (samples A-1 thru E-I), dated 02/28/11, and addendum letter.d'atdd 05/06(11, sign&$•'•: and sealed by Marlin D. Brinson,P.E. 00 0• C. CALCULATIONS s ' 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and.with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. 4 s 1 1 rge M.PIasencia,P.E. j Produ Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26,2021 Approval Date: December 14,2017 E-i a 1 4 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED } F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and' sealed by Anthony Lynn Miller,P.E. ' 2.. Statement letter of no financial interest, dated February 15; 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control.8vicielines { dated 02/15/16 signed by Mario Ferrucci III. 00 0 •••• ••••.. G. OTHERS •••:•• •• •• •••••• 1. None. ...... :....: .... .... . . 2. NEW EVIDENCE SUBMTTED • A. DRAWINGS .. .. , 00 000 01 1. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminun:,Tdb1'Mul1ions:' sheets..:. 1 through 25 of 25, dated 08/29/11, with revision C dated O�At9/17,•prepared 1U O..: manufacturer, signed and sealed by Anthony Lynn Miller, P.E... .1 .••.•. • B. TESTS 1. None. C. CALCULATIONS i 1. Structural analysis complying with FBC 5th Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller,RE D. QUALITY ASSURANCE t 1 r I. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. 3I F. STATEMENTS 1. Statement letter-of conformance to FBC 511 Edition (2014) and. FBC 6" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed 6y Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. rge lasencia,P.E. Prod t Control Unit Supervisor } NOA No.17-0630.11 Expiration Date:, May 26,2021 Approval Date: December 14,2017 E-2 I i F t W 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 G. OTHERS 1. This NOA revises NOA #16-0218.04, expiring on 05/26/2021. a f ...... ... . ..... .. .. .. ...... ....% 11 s e � F 4 t r , 1 � i ' t ' 4 t E � t 1 s rge M.Plasencia,P.E. Prod Control Unit Supervisor NOA No. 17-0630.11 a -3 Expiration Date: May 26,2021 E Approval Date: December 14,2017 F t j L SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: " = w NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE o �s MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE TOR n s EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 a=� _�n •�� < MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 E $s h >1jw a ELEVATIONS................................ 1 S m o z f~i FIGURE 1: MULL TO 2X WOOD-------..........._....2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS_MULLIONS MULL TO 1X&MASONRY............ 2 (9 MULLIONS / -� SEE DETAILS INSCRIBED INSIDE HAVE BEEN TESTED AS-FREE-FLOATING-AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. MULL TO MASONRY................. 3 LID SHEE S 2� SHAPE MULL TO STEEL STUD...................3 N _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL........................_.....3 w m V DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ALTERNATATE CLIPS..................._4 U) LU III BAY MULL INSTALLATION_............4 w Z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. w O LU i X 2 X.125 MULL SPECS........._....5 w = 1 X 2 X.375 MULL SPECS...............6 w -t CD / - 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.75 X.375 MULL SPECS...-....7- - — - --- INSTRUCTIONS. 1 X 2.75 X.65 MULL SPECS..........-8 m = SEE DETAILS 1/ `til 1 X 3.126 X.500 MULL SPECS........9 Z o �. / iii �_ i SEE DETAILS 5)USE GEOFORITHE COMMON MULLNED WIDTH OR C'lON SEEHT OF NEXAMPLLY OES ON THUS SHEET AND SHEET 24T FENESTRATION D FOR MULTIPLEUCTS TO RUNN SPCONSUDER RES AND 1 X 4 X.125 MULLMULL SPECS....._:...._.1 1 ¢ � O M � A THRU G; / I 1 1 X 4 X.375 TUBE MULL SPECS....11 -� SHEETS 2-4 - - I - A THRU G; 1 X 4 X.375 -r MULL SPECS.-._...11 Q "7- _ I _ ONLY TWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 2 SHEETS 2.4 125 X 3.186 X.265 MULL SPECS 12 0 W Q I I t I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 125 X 3.25 X.100 MULL SPECS.....13 j J OPENING 125 X 3.25 X.624 MULL SPECS.....14 OL1J m 2 VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLESULL FOR ,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25X 3.94X.624 MULL SPECS.....16 O Z _ ;V LENGTH HORIZONTAL 2 X 4 X.25 MULL SPECS................16 Z g 0 MID MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 6 X.26 MULL SPECS................17 3 _5 ¢ 6 rcZ SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1.26 X 2.11 X.126 MULL SPECS....18 O SHEET 3 30•X 3.25 BAY MULL SPECS......_.19 z 0 W C AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT H- 45°X 3.25 BAY MULL SPECS....__._20 Z I-- Q O) � REACTIONS. MULLION&CUP DIMENSIONS._....21-23 Q O Z N EXAMPLES 1 &2....................._.......24 O H Z m 00 FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-64.43;ELCO ULTRACONIAGGRE-GATOR NOWS LOADING EXAMPLES....................25 O J c�••Q Ao PRODUCTS MAY Q ••••_ •�••• BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING '�40y p W Y •• MUST BE MANUFACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH g ' Z • •fR CO •H � I•jJ • / I I i__ BY CGI. CGI-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. .t7. U O Q•O O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ • n ? • ••• �-s m ! SEE DETAILS .c W A-D,G,H; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MUI I ED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING •y .• o • �-� •*•• HORIZONTAL SHEETS 2-4 WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. .• •'••• MULL PRODtkt0REV1SED • LENGTHHORIZONTAL as compfrith the Flarida •1 MULL LENGTH INSTRUCTIONS: Building e• • • •«••• NOA-Na-rlq. � 17-oq3erti � I .i•... 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT LBS/F-V)FOR THE OPENING USING THE ASCE-7 STANDARD. ExpiratioeoDate 05 202-1 • ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: --HORIZMULL LENGTH---] 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. By J MULLOPENING WIDTH —i Miam a Product Control '1 LENGTH I 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR"OR"TRIANGULAR/TRAPEZOIDAL". ;i OPENING4)FIND THE CHOSEN MULLION'S MULLION^CAPACITY(LBSlFT-)FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING HFI THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE OPENING MULL ® HORn_ VERT. MULLION CAPACITY(LBS/FT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM)FOR THE OPENING OBTAINED IN HEIGHT LENGTH MULL LENGTHSTEP 1). L L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY_ OPENING WIDTH NN SINGLE MULLION SINGLE MULLION �FORVERTCAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `�� QN...•... � OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� 't �'`L1GEM$�'•K FOR VERTICAL MULL CAPACITY IS MET. •P _ I f MULTIPLE MULLIONS . SEE CORRESPONDING DETAILS = * ; Na 7)IF THE MULLION CAPACITY(LBS/F F=)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT=)FOR THE FROM FIGURE 1 ABOVE- -ANCHOR-CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS CODES/STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE a2017 FLORIDA BUILDING CODE(FBC),6TH EDITION ��(7.• aS ATE Q..� ' ��+ •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ` ; P• *AN.SI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION CAPACITY(LBS/FT2)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '��ss'•-• „ G *ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT ASSEMBLY. ��✓7 70NAL C •AISI S100-12 A LYNNE mJw'%P.E. eAISC 360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. s w FL P.E.#58705 4 z•.£.A. .. .. v a......-....a.� l ....,..�,-..- _.rz._,>. ._ t..u...a.,..,A >. .,.>•�. ..-. ,� ♦>.. _ ..,. �......L >i..c_. .. Ji' .. _ r.Y_ . .._... .x.. •, ,- 3- ............,._..-e.w_ ., n..,..:t+>,.. ,::.,... ... ...., y...D-.: -wr4 ..fi.... -> ,....,, .....,.._.,.<a, � _x;-�. �.__.�Y..,.t,.._..d'., ,.....A..-... _ ..-.. - k...._. .<� ,_. . , <..ai,...,t ..s.�_.•y,.......r�.,e :..__. f......_.. -�_ .__..,. .__., .__ .a,.-...'c..r.,..e,. +.,�:.:1_.=>->_...„. �..,._........F,�w.. .. sk� ..,.. ._ W 6 GfY $Z g ��•rC.-.LL DETAIL A: DETAIL B: MULLION MuwoN MULLION ATTACHED TO 1X BUCKSTRIP MULLION TO 2X WOOD BUCK TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SUBSTRATE, SIB-13B U (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1, N MULLION SHEET 1. I�u o U I I > (n s 04 m I— It m LU W z LLI SEE SHEETS o b I MIN 2.7 KSI EDGE W S - -EITHER THE a I I I 21-23 FOR HOLE .4 1 f CONCRETE OR CMU' 'I I DISTANCE, c STANDARD OR e 1 LOCATIONS e ° I' f F- -4-SEE SEE TABLES H U) OFFSET EDGE o EDGE DISTANCE 1B-13B x w CLIP MAYBE e 1 a DISTANCE © a ° FOR MASONRY O-�, Ll l Q o (- INSTALLED D. 4 cQ I I I SCREWS MAX FOR ° °4. a j I OR WOODv ANCHORS SIDE VIEW Q z 0 W THIS METHOD_ ° e ALL MULLIONS 4 m f- O 0 EITHERTHE Q a 4 a STANDARD OR O U c m 2 OFFSET MULL O Z z cU 4 a s e q CUP MAY BE ea ogo 4 ° ° EXTERIORa e INSTALLED BY I— I THIS METHOD J p U ¢Z 0 4 ° EDGE O Q ° 4 a DISTANCE v o FOR °. a Z Z Z Q CA m a MASONRY c 3 a Q THE OFFSET CLIP IS ANCHORS O Z 00 CID U ~ F- �O o0 RECOMMENDED FOR a < u• o ° FfN-FRAMED a,. ►� EXTERIOR ° •• •••••• o WINDOWS,BUT MAY • o < • ALSO BE USED FOR •® , F- • (j •• OTHER FRAME TYPES. ••�i •� Z Q 5i •� � •••••I .. — 0 • •Q z . (np U) .... mJ TYP.ANCHOR TYP.ANCHOR ••O ro m '`•• u� •:•••{ TYP.ANCHOR PER SUBSTRATE PER SUBSTRATE. ••� • p As•p a 2-3 •••• 1 PER SUBSTRATE SEE TABLES 18166 SEE TABLES 113-13B PROObL'f REVISED•• •••••. SEE TABLES IB-16B D STANCE BUCKSTRIP as comp with the Florida •• ; AND 8uildil�q Zd • • •••••; SEE TABLES ATTACHMENT NOA-Io. _ 17.063Af1�1 EMBEDMENT SUCKSTRIP IB-138 '' y' BY OTHERS, i • • ••••�G AND EMBEDMENT .` '� SEE NOTE 1, Explratioll Date 0512&2821 ATTACHMENT SHEET L `— : •• • _. BY OTHERS. ._ ... • By SEE NOTE 1, SHEET 1. u _. Mlam a Product Control MIN 2.7 KSI CONCRETE OR CMU ` SIDE VIEW FRONT VIEW i FRONT VIEW 1 a 1 1 INSTALLATION NOTES: s 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ti11{I!1) 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �� QNY�.YNN,�� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE ='t�. '\,\CENS,F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. � _ * N0. 58705 ,* ' _ 1 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. t4TE 5)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRY ANCHORS. A.LYMIKALLkR, P.E. s FL P.E.#58705 i 3 "l..•- .. . <♦. }. ..- ..'};`...-iF x .»..-.._. ..,. -ew'.., .. ..-.': nk :. _ .. �. .r.. ..ls5.i. .c...s.n _. .v .`Ys. ."OF:r.: .3 .✓"b L•' .y,- '9•.. 'lam .�i" ^i":- - . .-- DETAIL E: 0 " c o ,o a MULLION TO MULLION ym QN�g Ae DETAIL C: -I�- .1zs"MIN, m m $ . MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: �_ # ��a. -Z le: MUWON �„ (U-CLIP) _= z . J�g_o MASONRY STRUCTURE 1)MAY BE INSTALLED IN"TEE'OR'CROSS' sal p u d (STANDARD CLIP SHOWN) INTERSECTIONS. VARIES E 2)MAY BE INSTALLED HORIZONTALLY v a I `- ' (SHOWN)OR VERTICALLY. L0 I I TYP.ANCHOR r � EITHER THE I PER SUBSTRATE, 0 6 U 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 w ;, STANDARD ORSEE SEE TABLES 1B-13B FOR CORRESPONDING MULLION. U3 MOFFSET MULL I I TOP VIEW w z �' `� LU CLIP MAY BE I 1 I EDGE DISTANCE MULLK)IV W _ INSTALLED BY 1 I FOR MASONRY VARIES it J v U) THIS METHOD. I ANCHORS ~i_ 0 •-I I I a a #12 STEEL SCREWS, _ o U SELF-DRILLING OR PRE-DPoLL O 2 MULLION AND USE SMS w W C) n . CO W MULLION Q Z CO 0 EXTERIOR dQ O Z d EDGE DISTANCE THE OFFSET CUP IS c s Q MASONRY ` a RECOMMENDED FOR / o Z V Z F�ANCHORS Q d WINDOWS BUT MAY L/_TERSECTION ^ -6. g SO 8 0 >. '` OTHER FRAME ALSO BE DTYP S. EXTERIOR o Q z FORo ti TYP.ANCHOR a z_ F- --- Q rn CD PER SUBSTRATE, d Q a 3 Q O z N 00 SEE TABLES 1B-13B f- gf TYP.ANCHOR SEE SHEETS 21-23 FOR U F- m o O LO BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS .Q.1 Id rA• - o AND SEE TABLES 10-13B x o •W --1 •• •-- • •••• FRONT VIEW EDGE • a BY OTTHER SEE TABLES ••® � • (Y •• a-. SEE NOTE I, r ..y ••( •� •� •O �• •••• 1 B-138 EMBE MENT :a SHEET 1. ' ' A'' ••1 • z EDGE O• • r r DISTANCE • • n 00S'O y0 • • SEE TABLES SIDE VIEW ••� �� • � m� ..... MM 2.7 K51 CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 16-138 d °' -� m� • •: FRONT VIEW SIDE VIEW DETAIL D: ••; ••••• MULLION ATTACHED TO PRODY01 REVISED as cotvpWbI&wlth the Filorida .• STEEL STUD Bulldicsde • (STANDARD CLIP SHOWN) NOArIlo, sTRUCTURE Expirafiipp bale 05/2a2921 ••••• .1 INSTALLATION NOTES: TYR ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, ® Mia a Product Control SEE TABLES 18-138 I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS [� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` 21-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ` HOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS I 3)ANCHOR HEAD TYPE MAY BE PAN HEAD,HEXHEAD OR FLATHEAD. MULLION 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EDGE ELCO ULTRACON OR ELCO 1/4"S,S.AGGREGATOR MASONRY ANCHORS, SEE TABLES � a,ANY LYfV/� FOR STEEL STUDS THINNER THAN t `` �� FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING 18 138 �� :•'L��,E//y+� -•�� CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. i z EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW No.58705 NOTES: t1T �1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD % ZE O (j�` ANCHOR VALUES MAY BE USED. 60RInp'. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A. NI)IIM4EY3,P.E. FL P.E.#58705 ... .... ._, #"�`4, ... .. ." _. v .. _-. -. . ..� .. ...- ..d.. ._. _ . x .... ...s ...w. ....a.--w_....� �.. :r_ _�,..>2"�..-:- ..mss''_a .__• .k'r ..,. . ... .-,.... .«_.. .-., .,_....,..z...,.,1,.,...,.-.. .. .<..,,'1-:.._e. .. >_.-... .�..a. ,:s s�."i........w-C'3 v. .—..., ..... ,..w . ..i'..._.... ,. ti c m e v am wGc O� iii^ � G h a Qa DETAIL H: = DETAIL F: DETAIL ae S1>.E$z o � � zooms FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION 3_^ �` (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) eAl 3m=19 -Mz't Z' Lo U Z5 L SEE DETAILS A-D. 30'OR 45' 0U SHEETS 2 AND 3 FOR INSTALLATION BAY MULL, TO SPECIFIC SUBSTRATES. LO N MULLION O O Z LLI LU 0 0 0 0 0 0 0 0 0 TOP VIEW I W U o � SHOWN WITH VIEW .125' TOP VIEW I i i 5 U) -m W MULLION I i I F-' Z C7 I j j j TYP.ANCHOR O Z EXTERIOR I I I i �PEftSUBSTRATE, z V e 9 �V • I SEE TABLES 155 OR 15B Z Z I TYP.ANCHOR I I (if50 STANDARD MULLION CLIP I PER SUBSTRATE, I I EXTERIOR �� 0 L) �Z MODIFIED TO FIT FIELD I SEE TABLES 1B-14B I t CONDITIONS. ` 2'X 5'ANGLE CLIP, 2 Q m I I j I 2 PER MULLION E ,MUST BE Q NOO Z 04 .- I` I I I INSTALLED INSIDE OF BAY MULL. ro o_O p MULLIONI I I © I J • O o0 I I I I I I I I I • •� -J •• •_ • •••• I I I I I CJ • QS2 • I2,�� ! I 2X5'X.125• •• • •• I I ANGLE CLJP, ••• •is Z •Q• • •••••• ! I 2 PER MULLION END, ••• ••� — Q • • I MUST BE INSTALLED f3_ c fn (n •*0099 I I INSIDE OF MULL ••• • $ •• 12 y;Q • • I I ffi > • • Imo,►• PR09t181r REVISED•• •••;• TYP.ANCHOR as coopwith the Filorida • PER SUBSTRATE, Building t7Dtl6 • SEE TABLES IB-13B NOA-i,o. • 17- 3Qi�'I •••s•' INTO WOOD, • • (� STEEL,ALUM05/=202 ••• •; OR MASONRY w Expira4r�b�te 1 •. INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR EXTERIOR > /` • ••• ALUM.CMU OR MASONRY MODIFIED IN-FIELD. N By w rdiam a Product Control EXTERIOR _ � ® ® INTO WOOD,STEEL, Q ALUM,CMU OR MASONRY ` H ® I ® EDGE DISTANCE PER ANCHOR n `\,�ltiilJlJJJ�/ EDGE DISTANCE .`�,•'' / �i PER ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: 3: \ CEN 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z NOTES FOR INSTALLATION OPTIONS F: „ * No. 58705 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE F5 - 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11-X.125"MULLION. LOCATIONS. U �'O PR 2)SEE TABLES 16 13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE C-4 LOCATIONS. <ORIOP 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ® �i��s''•:� .• j�Jtlllill�l` o A.LYNN MILLER,P.E. I v FL P.E.#58705 i TABLE 1A «pqis 81 s � Mullion Cap Table bslft2) rric m H$i C,$5 is 3� s V. CnMg 2 �� Opening Width(for verficall d-sparinirg mt�lions)or Opening Height(for horizort*-spare ing mullons) a 9 MCMMMC m �„ n=�g SS<Z°r.< 50 in 601n 70 err 80 ins 90 in 100 in 120 in 140 in` 160 in �i �b Rectangular Trap/Tdang. Rectangular Trap/Tdang. Rectangular TrapJTrang. Rectangular Traprrriang. Rectangular Trap/Tdang. Rectangular TYap/Triang, Rectangular Ttapfrdeng. Rectangular TrapiTriang. Rectangular Trap/Tdang. = 9Z a 1 x 2 x.125 Loading Loading Loading Loading Loading Lcadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading LO cSOi_ac v�°v��$S cE�iO_�c v_d�"�'�� c-ai_ �"� v� v"� c�i� c� 'b O_�3� iesW c3 H cui9 vp a�1 � r$`i3�• n��C'a��o v� •. L"rm �$ ii2 3z7b xc Alum.Tube3 m _ �r ❑ vion c v � U 3Mullion L mOa Aiz au Q_ O _ _ t _Cf _ i_ ��O is�P Cr a U l.!lZ C MAR 2 W 421n 111.9 408 129.5 332 93.2 406 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 621 408 104.0 319 65.9 406 104.0 319 46.6 408 104.0 319 39.9 108 104.0 319 35.0 408 104.0 319 tY J _ 4a In 74.9 312 83-8 258 62.4 312 73.4 252 53.5 312 67.0 248 46-8 312 632 248 41.6 312 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 28,8 312" 61.D `244 23 4 312 61.0 244 60,625 in 63.9 281 70.6 234 53-2 281 61.5 228 45.6 281 55.7 224 39.9 281 521 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 22.8 281 49.3 219 20.0 281 49.3 219 0-a, W B 54 In 52.6 247 57.5 207 43.9 247 49.8 202 -i7.6 247 44-8 199 32.9 247 41.5 196 29.2 247 39.4 194 26.3 Z47 38-4 193 21.9 247 38.1 193 18.8 247 38.1 793 i8.4 24T 38.1 193 < m CQ W _ W G 6o in 38.4 200 4t.2 170 320 200 35.4 166 27.4 200 31.5 163 24.0 200 26.9 160 21.3 200 27.1 169 192 200 25.9 157 16.0 200 25.0 156 I' Z m J 63 in 33.1 181 35.3 155 27-6 181 30.3 152 23.7 161 26.9 149 20.7 181 24.5 146 18.4 181 22.8 144 16.6 181 21.7 143 28.8 1� 30.6 142 24.0 165 26.1 139 20.6, 165 23.1 136 18.0 165 21.0 134 Z 113 m 66 In c 72 in 22.2 139 23-3 120 iB.5 139 19.9 118 15.9 139 17.5 116 3 J t�❑ o:Z 76 in 16.9 125 19.7 109 15.7 125 16.8 107 0 78 in 17.6 Ila 18.2 104 Z Z Q CM TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: c� � • •6 i a Anchor Capacs Table lbs • U • N • 1 2�• •••• DP ANCHOR ANCHOR CAP.- '.� o ° • Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU 'Filled CMU PT Wood Metal { .�)X 5116'Elco 114'SS Elco 5116"Elco 1/4'SS Elco #10 Steel #12 Steel #12 Steel MULLION CAP.,�BTA ..e� •�, X •• •� Y• ••�• Anchor Type: 31161 Eloo Utracon 1/41 Elco Ultracon Ulllacon 3/1S'Ek o U1lracon 114'EEo Uitractm AggreOator Utrecon AggreGator Screw(C5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns N Edge Distance(inn t' 2-112" 1" 2-t/2" 3-t18" 1" 2-t/2" i^ 2-1/2^ 2" 3-t/8" 7 0.48' 0.54" 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN ••�F •U �( � ?�Cn � � •••i Embedment(in} lava^ 1 3/4" 1-3/a 1-314" 2' 1414• 1-114" 1-1/4' 1-14^ 1-/4" 1-1/4" 2' lave• 1�/8" ones ACTUAL PRESSURE REQUIREMENT FOR THE .•� •< •O p • • OPENING,WHEN IT IS LOWER THAN THE MULLION •tr •d = •U3 Cl) ' •'• 2 Anchors @ 4.75'Min.O.C.1 Standard or Offset Clip(Fig.t): 390 be 390Ibs d50 lbs 890�a 1844lbs 270 lbs 260 be 364 Ons 740 9�s 374 lbs 664lbs 9481bs 341 belbs 442lbs 12 CAPACITY FROM THE TABLE OF THE SELECTED ••® •�& • 3&cam 0.0••• 4 Anchors 1.15"Mln.O.C./Standard(or Offset)Clip(Flp.21: 4110 lbs 700 be WA WA WA WA 380lbs WA WA NIA, NIA WA 682 be 8851bs t 120 Ws ( ) 4 Anchors C 3"WGn O.C.1(2)2x5 Angle Crips/(Fig.3r 780 lbs 780 be 680 lbs 1660 lbs 7898 Ills 540 ft5601bs WA 760 lbs 748 lbs 880 Me 1892 lbs 682 ms 885lbs 1120 Me MULLION.IT WILL YI ELD A MIN IMUM ANCHOR ••U o. 0 o �� •••• • 2 Anchors @ 0.45"Min O.C./U-CIO,into.125"Alum.(Fig.4}: WA WA N/A WA WA WA WA WA WA WA WA NIA WA WA 715 We CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ancharl F COp(Fig.5� 195 the 195 be 225 ft 445 On 822 We 135 be 140 lbs 1T7 be 370 lbs 187 lbs 3321bs a73 bs 17o lbs 221 lbs 280 Me ADDITIONAL ANCHOR OPTIONS FROM THE PROCUCTNEVISED. ....:. 2 Anchors®t.15"Min 0-Cl F-Calp(Fig.6): 2401bs 360lbs NIA N/A WA WA 190lbs WA WA N/A WA WA 341 lbs 442lbs 560The ANCHOR CAPACITY TABLE. as comply_ink with tt*446Ada Builds GpT1 - - • NOTE:FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. No"cv,• - 17-0630.11 • Expiration Date 051:02b21 By Mia a Product Can of FIGURE 1: FIGURE 2: TABLE NOTES: o" 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I IL O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" 4 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. B HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000" 1 t l I 1 t FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. .�� aNY LYNN ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125" ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" i ' THICK.STEEL STUDS TO BEA MIN IMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2"X.125"MULLION y� : No.58705 ® LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND *_ - - - - - - THE MATERIAL#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S- % SCrth F (V�: A.L 4Q'Miit L�R,P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table bsJttx Opening Width(for vertically-spasming mdions)or Opening Height(for horizontally-spariNng mUllons) o W_ 50 In 60 in in 84 in 90 in 100 in 12D in 140 in 160 in E C 3% v�_�H Rectangular Trap/Trlang. Rectangular Traprrriang. Rectangular TraprTrlang. Rectangular Trap'Triang. Rectangular TrapfMag. Rectangular TraprNarg. Rectargular Trap/Triang. Rectangular Trap/Triarrg. Rectangular Tfa"ang- m m Z S X 2 x.375 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading00 3 Alum.Tube a a u v 133 v v c0_• !v .00 81 a ac dMullion �.� 0 0 aGm �U is & 9o2 �cz5m cs9� tr LLi 2a LU� � Ic W3 c LU 42 in 170.0 620 170.0 435 151.3 662 1170.0 47a 129.7 662 170.0 606 113.5 682 169.5 518 1100.9 662 168.9 517 90.8 682 168.9 517 75.7 662 168.9 517 64.9 662 168.9 617 56.7 662 168.9 517 Y - 48 in 121.6 607 136.0 419 101.4 507 119.2 410 66.9 507 108.7 403 76.0 507 1026 399 67.6 507 99.5 397 60.8 507 99.0 396 50.7 507 99.0 396 43.4 507• 99.0- 396 38 0 507 99.0 -396 - x .F- J - - - CD - 50,625 in 103.7 456 114.8 379 86.4 456 99.9 371 74,1 456 90.5 364 648 456 84.6 360 57.6 456 81.3 357 61.8 456 80.0 356 43.2 456 80.0 3556 6 37.0 456 80.0 332.4 456 80.0 356 O �m 0 00 c F' 54 In 85.4 400 93.3 336 71.2 400 80.9 328 61.0 400 72.7 372 .53.4 400 67.3 318 47.5 400 64.0 315 42.7 4623 314 35.6 400 61.8 3133 30.5 400 61.8 313 26.7 400 61.8 313 J W t 601n 623 324 66.9 276 51.9 324 57.5 270 44.5 324 51.2 264 38._9 324 46.9 260 34.6 324 43.9 257 31.1 324 420 256 26.0 324 40.5 253 22.2 324 40.5 253 19.5 324 40.5 253 Q 01 � 631n 53.8 294 57.4 1 262 44.8 294 49,2 246 38,4 1 294 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 28.9 294 352 232 22.4 294 33.5 230 19.2 294 33,4 230 16.8 294 33.4 230 a = Z Q 66TH 46.8 268 49.6 230 39.0 268 42.4 225 33.4 268 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.6 212 19.5 268 28.0 210 16,7 268 27.7 209 14.6 2W 27.7 209 p = 0 o m Z Z cU iE 72 in 36.0 225 37.9 198 30.0 225 32.2 191 25.7 225 28.4 lea 225 225 25.6 186 20.0 225 23.5 182 18.0 225 221 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 176 -a � Gil� 3S �O 76 in 30.6 202 32.0 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 19.7 165 15.3 202 18.4 163 128 202 16.7 160 10.9 202 15.9 158 9.6 202 15.8 158 78 in 28.3 192 29.6 168 236 192 25,1 165 202 192 220 162 17.7 192 19.7 159 15.7 192 18.1 157 14..2 192 188 155 11.8 192 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 O Q J 90 in 18.5 144 19.0 128 15.4 144 16.1 126 z ~ = Q Z _ so 96 in 15.2 127 15.6 113 Q j•� •N U ar^ 1� G • � Wp ••4•:• (� • TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: _ to Anchor Ca ac' Table Ibs ANCHOR CAP. R X Y • •• • •• • •.••• Substrate: 2.7k Concrete 3.5k Coco. Hollow Mi Filled CMU PT Wood Metal (DPS,)X{ r�"'}=ANCHOR CAP." ••® • r N lq (!3 • MULLION CAP-- •�•.• 5/16"Eico 114"SS Elco 5/16'Eloo 1/4"SS Elco #10 Steel #12 Steel #12 Steel •31 •U ?� •� • Anchor Type: 3/16"Elco Ultraean 114"Eloo Ulbecon 3116"Elco Ultmoon 1/4"Elco Ultmoon Anchor Clip Pat6ems uitraaon AggreGata ultracon AggreGator Screw(Gs) Screw(GS) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR C7 p Q Edge Distance pnX 1` 2-t/2" 1" 2-l/2' 3.1/8' 1' 2-1/2" 1" 2-1/2" 2` 3-118" 2" 0.48" 0.5r 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN ••a' • s 'a rlQ (n •0". Embedment(InX 1-Y4' 13/4" 1-3/4" 1-314" 2" 1-114" 1-1/4" 1-114` 1-114" 1-1I4" 1-114" 2" 1-318" 1-3/8' %ades ACTUAL PRESSURE REQUIREMENT FOR THE • � • B .• m 0y y 0 • •• 2 Anchors @ 4.75"Min.O.C./Standard orOlrset Clip(Fig.1X 390 Ibs 390 lbs 450 ibs 890 lbs 1644 lbs 270 Ibs 280 the 354 The 740 lbs 374 lbs 664 lbs 946 lbs 341 Ips 442[be 560 IDS OPENING,WHEN IT IS LOWER THAN THE MULLION ••tj m m T o� •i••• 4 Anchors 1.15'Min.O.C./Standard(or Olrset)Glp(Fig_2X 4&J Ibs 700 lbs WA NIA WA WA 380 Ibs NIA WA WA WA WA 6821bs 885 Ibs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED rn +rte 4 Anchors @ 3"Nm.O.C./(2)2x5 Angle dips I(Fig.3X 780 Ibs 780 lbs 680 Ibs 1560 lbs 1896 lbs 540 Ibs 560 lbs NIA 760 Ms g748s am lbs 1892 Lbs 682 Lbs 885 lbs 1120IDs MULLION.IT WILL YIELD A MINIMUM ANCHORPROI�U�'.TREVISED• :2 Anchors @ 0.45"Min.O.C./U-Clip,kdo.125"Aiwn.(Fig.4X WA WA WA NIA. WA WA N/A NIA WA WA WA WA WA 715 lbs CAPACITY WHICH MAY BE USED TO QUALIFY as complying with tp-ndAda1 Arxhorl Flip(Fg.5X195 Ibs1951ba 225 Ibs 445 Ibs 8221bs 135 Ibs 140 Ibs 1771bs 370 Lbs s 332 Ibs 473 IDS 17o IDs. 22f lbs 280 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE B,i,d,G •Coag ,�7-Ofi30rK11 2Anchors @ 1.15"Alin.O.C.1 F-Clip(Fig.BX 24016s 3501bs WA WA NIA WA 190 Ibs NIA NIA WA WA 341 Ib6 4421bs 5W Ma ANCHOR CAPACITY TABLE. NOA�Id: . a • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expiration Date 05/26/2021 sly Miam ad roduct Control FIGURE 1: FIGURE 2: TABLE NOTES: 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. O SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. / 2'000" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ``� O A`/ o ® FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;� '� ''-vlclvySi' i ANGLE CLIP MUST BE USED IN PAIRS. - 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED [[175' } CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = No.58705 FIGURE 4. FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 11"X 2"X.375"MULLION z • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 0 ® ,�THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. `_c1 4ORiUP` is10NAL ENG• 111171 L1t,1 A.LYNNILLER,P.E. FL P.E.#58705 i I TABLE 3A ya6 a1 wsr Mullion Capacity Table(lbs/fe) �'a;1 -0 Opening Width(for%er6cally-spariNng mullions)or Opening Height(Tor horizontaly-spant'nrig mullions) a C"�¢ m o 50 in 60 In 79 in 80 in 90 in 100 in 120 in 140 in 160 In- z E33i �°Sgr moiV� 7 x 275 x Rectangular Trapmang. Rectangular Trapfrdang, Rectangular Tmpirdang. Rectangular Trap/Tdang_ Rectangular TrapiMang. Rectangular TrapdTdang. RectargAar Tr?iTdang. Rectangular Trapfrdang, Rectang lm Tmapfrriang. Loading loading Loafing Loafing Leading Loadirg Loading Loading Loading Loading Loading Loading Lowing Loading Loading Lowing Loading Leading .376 AJum. 2: Z. e � o �m>g �du eab �u e corudiov_o �c�v �_ cv��m vn��_CY vL`nzd�'or• v tv� Ldvpma cCO 'rVak,imm n Trg cc_y g_tv g Aw t�o3. t v � �Tube a a Mullion vv Y _ SZ P ' s. �o � n C W 2ME a W: ° oro A N O 42 in 170.0 620 170.0 436 170.0 744 170,9 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 1275 1301 170.0 521 111.5 1301 170.0 521 WW J to rn 48 in 170.0 708 170.0 524 170.8 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 680 113.9 1139 170.0 680 97.6 1139 170.0 680 85.4 1139 170.0 680 - fn 5D,M in 770,0 747 170,0 563 170.0 898 170.0 631 167,8 1032 170A 684 146.8 7032 170.0 723 130.5 1032 770.0 747 117,4 1032 170.11 756 97.9 1032 170.0 755 63.9 1032 170.0 756 73.4 1032 170.0 756 W O 54 in 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 164.7 730 120.9 907 162,5 720 107.5 007 145.0 714 98.8 907 141.1 719 80.6 907 140.0 709 69.1 807 140.0 709 60.5 907 140.0 709 m cm to 60 In 141.1 735 151.5 625 117.6 735 130:3 611 100.8 735 116.0 599 882 735 106.2 590 78.4 735 99.5 583 70.5 735 95.1 578 588 735 91.8 574 50.4 735 91.8 574 44.1 735 91,8 574 W H- to0 63 in 121.9 666 130.0 570 101.6 6% 111.5 557 87.0 666 98.9 547 76.2 666 90.1 538 67.7 666 83.9 531 60.9 666 79.8 526 Sae 666 75.6 521 43.5 666 75.8 521 38.1 666 75.6 621 Z LU d 66 in 106 0 607 1124 522 $8.3 607 96.1 511 75.7 607 85.0 501 662 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44,2 607 63.4 476 37.9 607 62-7 474 33.1 607 627 474 Q Z JL z� v c_ 0 72 in 81.6 310 65.8 44.3 68.0 510 73.0 434 58.3 70 64.3 426 51.0 510 57.9 419- 45.4 510 53-3 413 40.8 510 50.0 408 34.0 510 '45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 "d e g .'4);"0 J 76 in 69.4 } 458 72.5 400 67-e 458 61.7 392 49.6 456 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.6 368 2a.9 458 37.7 362 24,8 458 36.0 359 21.7 458 35.7 358 0 ? J Z O Q 78 in 64.2 435 67D 351 53.5 435 56.8 373 45.9 435 49.8 36.6 40.1 435 44.7 360 36.7 435 40.9 355 32.1 435 38.1 351 26.8 435 34.4 344 22.9 435 32.6 341 20.1 433 322 340 Z F- Z Q Q3 O 90 in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25-7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 Q M OZ •� 26 in 34.4 287 35.4 267 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.7 287 20.9 240 77.2 287 19.3 237 14.4 287 16.9 232 U • Ae 0 �O d ••• • 108 in 242 227 24.7 205 20.2 227 20.8 201 17.3 227 16.0 198 15.1 10.0 195 •R to in. o • o • • • 111 in 22.3 215 22.7 194 18.6 215 10.1 191 15.9 215 16.6 188 •• •� � •• •Y ••••• 120 in t7.6 184 17.9 167 •_ • I � 0 0 •i•• TABLE 36 ANCHOR CAPACITY ADJUSTMENT FORMULA •• ' c4 to •;•'. Anchor Ce Table lbs /ANCHOR CAP. ` •• • •• oro rV 'p • •- Substrate: 27k Concrete 3 Sk Conor. Hollow CMU Filled CMU PT Wood Metal (DP A)X 1 iAONiN°I=ANCHOR CAP. 1 m ,r ma \\MULLIONCAP.,,n,," ••O � 71� •�•:- 916"Moo t/4"SS Elco 5116"Elco 114"SS Elco #10 Steel #12 Steel #12 Steel c • Anchor Type: 3116'Elco Uttraaon 114"Elco Utracm 3116"Elco Ultracon 114•'Elco tlltracon Anchor Clip Patterns Ultracon AggeGator Ullracon AggreGata Screw(G3) Scn3w(G5) screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR pRO13UfT32EViSED• 4...:- Edge Distance(in): 1" I 2-117 1" 2-irr 3-1/8" 1" 2-1/z' 1" 2-1/2 2" 3-118 2" 0.48' 0.54^ 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN as eorQplyyy�I With 1fstb'F1dr'ida Embedment(in): 1314" 11-314" t�l4" i-3/4" T 7-114" 1-714" 1-114^ 1.114^ 1-1/4" .VW 1/4" 2' 1-318" t-318^ caries ACTUAL PRESSURE REQUIREMENT FOR THE Suildiiag 40141 •••- d• • 17-0930s11 2 Anchors @ 4.75'MIn.O.C.I Standard or Offset Clip(Fig.1): 390 lbs 390 ths 450 Ibs 890 lbs 1644 Ibs 270 lbs 280 lbs 354 ibs 740 ft 3T4 lbs 664 lbs 946 ros 341 lbs 442 lbs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION NOA-N • 4 Anchors C 1.15^Min.O.G.i Standard(or0M6q Cllp(Fig.2): 480 Its 700 lbs WA NIA N/A WA 380 lba WA NiA WA WA WA 68211 665 lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED ••••Expiration Date 05/26/20•21 - 4 Anchors @ 3"MO.C.1(2)2x5 Angle Clips 1(Fig.3): 780 lbs 7801bs 660 Ibs 15601be 11896 Ibs 540 lbs 560 lbs WA 760 Ibs 748 lbs 880[be 1892 lbs 6B2lbs 885 lbs 1120 lbs MULLION.IT WiLL YIELD A MINIMUM ANCHOR 2 Arwilors 0.45"Mn.O.C./U{Mip,into.125'Alum.(Fig.4X NIA WA WA WA WA WA WA WA WA NIA NIA NIA N/A WA 715lbe CAPACITY WHICH MAY BE USED TO QUALIFY By 1 Anchor)F-M)p(Fig.5X 195 Ibs 195 lbs 225 lbs 445 Ibs I 135 lbs 1140 lbs 177[be 370 lbs 187 Its 332 lbs 473 lbs 1TO lbs 221 Ibs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE Miam!ODad roduct Control 2 Anchors 1.75'Min.O.G./F1Mip(Fig.BX 240 Ibs 350 Ibs WA WA WA WA 190 lbs NIA WA WA N/A NIA 341 IDs 442 lbs 560 Ibs ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: --1 1.000" ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3' '� •''0CENSF 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. * No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE.CLIRMUST-BE USED IN PAIRS, _ - - 4)SUBSTRATES:CONCRETE SHALL-CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - - 375' �• �� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� ATE : (V�� O FIGURE 4:. FIGURE 5: FiGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" * . i WRiD.,.. THICK STEEL STUDS TO BE A MiNIMUM GRADE 33 AND.045"TRICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2-75'X.375"MULLION �� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �� ZONAL E�� 0 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S.OR 410 S.S. SII i i 11 I�t.\% ' A.LYNN I�1LLER,P.E. FL P.E.#58705 [ i ti y C W TABLE 4A ��es gE� g�os Mullion Capacity Table Abse) ^eD" °w fin 8 $ � �8 =lea Opening Width(for 1�rticalh/-spariing mi.Aons)or Opening Haight(forhorinorrtall�Spaming mt>ILons} m ,o"rm o c1g 3� c 50 in 60 in 70 in 80 k1 90 in 100 in 120 in 14d in 160 in E oo g 5 s F�� 1 x 2.78 X Rectangular TrapfTdang. Rectangular Trap(Triang. rm r Trap/Tdang. Rectangular TrapiTdang. Rectangular Trap/Tdang. Rectangiar Trap/Tdang Rectangular Trap/Thang, Rectangdar Trap/Tdang. Rectangular Trap/Tdang. �/ d o Load6ng Loafing Loading Laadng Loading Laadmg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading .660 Alum. U �' �' D 2' 2;` � � �' �' �` �, ;�;' �' y. �' x. L` �` .�' 2+ 2+' Z` � �' �` � L' L' .�' �Tuba n v v v .. v .� iT v.. v v.. v <'S v.. v v v v.� iv - 't�., p�S ,,q pmm, epr� m pmmymA� m .n m a a m a" � y]1 a mae a mppmNMu®tfln p G m {C O N m G {0 G m m N R 6t t0 G 0 td G iO l0 Ql NA m G m /0 /ti m m gipm ym QU V U V b U U�. V CC77 V U U V_ V U_ V'p V U V U_ V U U V U'p V V 9 U U V U b V V'p U V C U3 c � cFi $ ? $ � crry�r m c^ cN CCif CC� 'i c� c o cyL^ to c^ g �� _ ii > m00OO OIC O K - C C t O Z 7 o C L X= Q tOL.� Q L J t t (n WtL a t 7 p {� fn ttVV 3 d •� V N V 7 O ��r q GU aocd`� �otY O LU LU 421n 170.0 629 .170.D 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 1820 570.0 521 136.8 16M 170.0 521 -i (n v7 -I (n 46 in 170.0 708 170.0 524 170.0 J850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 680 141.7 1417 179.0 680 121.5 1417 170.0 680 106,3 1417 170.0 680 _ ~T 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 162.6 1286 170.0 747 148,3 1288 170.0 756 121.8 1288 170.0 756 104.5 1286 170.0 758 87.4 1286 170.0 756 W 0O o F- 54in S70.D 797 170.0 612 170.0 956 170.0 691 170.0 11f5 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 637 120,6 1130 170.0 856 100.5 1130 170.0 861 86.1 1130 170.0 �1 75.3 1130 170.0 861 ¢ � W 60 in 170.0 885 170.0 701 146.5 '915 162.3 781 125.5 915 144.5 746 109.9 915 132.3 735 97.6 015 123.9 726 87.9 915 118,5 720" 73.2 915 114.4 715 82.8 915 114.4 715 54.9 915 114.4 715 F-- {� Z 631n' 151.8 E30 181.9 710 128.5 830 t38.9 694 108.5 830 1232 681 94.9 830 112.2 870 84.4 630 104.6 662 75.9 830 99.4 656 63.3 8� 94.5 849 542 830 94.1 649 47.4 830 94.1 649 00 � _ 4~ Qp 66 in 132.1 757 140.0 850 110.0 757 119.8 836 94.3 757 105.9 624 825 757 96.1 614 73.4 757 89.1 606 86.0 757 .842 600 55.0 757 79.0 583 472 757 76.2 591 41.3 7'57 782 LLI 591 Z d m e(} c "O J 72 in 101.7 636 106.8 552 84.8 636 91.0 540 72 7 836 80.1 530 63.6 836 72.2 521 56.5 636 65.5 514 50.9 636 623 508 424 636 57.2 500 36.3 836 55.3 497 31.8 836 552 497 J mZ 78 in 86.5 571 90.4 498 72.1 571 76.8 488 61. 571 67.4 479 54.1 571 60.6 471 46.0 571 55.5 464 43 2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 446 78 in 80.0 542 83.4 474 66.7 542 70.8 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 26.6 542 40.6 425 25.0 542 40.1 423 Z Q _ Z • •CSV 90 in 521 407 53.7 381 43 4 407 45.4 355 37.2 407 39.8 341) 32.5 407 35.3 343 28,9 407 32.1 338 26.0 407 29.6 334 21.7 407 26.1 327 18.8 407 24.1 322 16 3 407 23,0 319 a • O • 1- e:• E� m0 •••• 96 in 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 26.6 304 23.8 358 26.1 300 21.5 358 24.0 296 11441 .9 358 21.0 289 15.3 358 19.2 284 •• X,'� o• o •' 1081n 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 ••d•QJ ti •• •Y Y •••• tv� rryy III in 27.8 257 28.3 242 23.1 267 23.8 238 19.8 267 20.1 Z35 17.3 267 18.3 231 15.4 267 16.5 228 ••�.•r' nj 0 •. > •••• 120 in 22.0 229 22.3 209 16 3 229 f 8.8 205 15.7 229 162 202 • •� X • •U) • TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: •• s •• m S�•Rose• Anchor Ca aci Table as m� ANCHORCAP.,,p,,,� •• m ; ••••: Substrata 2.7t Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal (DP„�,}X( a ANCHOR CAP.,,, C) r Q y n-�a•� •• 5116"plea 1/4'SS Elco 5116•Elco 1/4"SS Eicc #10 Steel 012 steel 012 Steel MULLION CAP.,,,,,,,. Anchor Type: 3/15'Elco Ultracon 114"Elco Ueracon /16"Ullrad>n 3116•Elco Ultracon 114"Elco Ulbwon AggreGator Uitracon A�reGatar Screw(G5) Screw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR PRODUCT-REVIt6Fa • • •••• Anchor Clip Patients Edge Distance(MY 1" 2-1/7 1" 2-W 3-I1r 1' 2-11T 1" 2-1n" 2" 3-1/8' 2" 0.48" 0.54" 0.324" CAPACrlY REQUIRED'CORRESPONDING TO AN B ldingcoirplyieg with{�1e I'orida • •: fmixvknent Crek 1-314' 1-314" 1-314" 1-314" 2' 1-714" 1-114" 1-1/4" 1-114" i-IW 1-7/4" 2' 1-3/8' 1318' perks Building Oade • •••• ACTUAL PRESSURE REQUIREMENT FOR THE �• • �7-Q6S�':�1 • • 2 Anchors a 4.75"Min.O.C.!Standard or Oeset Clip(Fig.I 390 lbs 390 Ibs 4501bs 890 its 1644 lbs 270Ibe 280 Ibs 3541b3 740 Ibs 374 Ibs 664 Ibs 946 The 341 Ibs 442 lbs 5601125 OPENING,WHEN IT IS LOWER THAN THE MULLION IdOA-No, 4 Anchors G 1.15'Min.O.C.1 Standard(or offset)Clip(Fig.2): 450 Ibs 700 Ibs WA WA WA WA 380 Ibs NIA WA WA N/A WA 682 Ibs i 885 I --T,20 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4 Anohms @ 3"Min.O.C.1(2)2x5 Angie Crips I(Fre.3y 780 Ibs 760 Ibs 680 Ibs 1560 lbs 1896 lbs 540 The 560 Ibs WA 760 Ibs 748 Ibs SBO lbs 18921bs 882 tbs 8 bs - 1 20 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR - 2 Anchors Q 0.45"Min.O.C.I U-0111), nto.125"Afum.{FiO,4x NIA NIA WA NIA WA WA NIA WA WA WA WA WA N/A --Ti CAPACITY WHICH MAY BE USED TO QUALIFY BY 1 AnchcrI FCrp(Fig.5) 195 Ibs 195 Its 225 lbs 445 lbs 8221155 135 Ibs 140 Ibs 177 tts 370 Ibs 187 Ibs 33211. 473 lbs i70 Ibs 221 Ibs 280 Ibs ADDITIONajg Product Con 2 Anchors 1.15"MIN O.C1 F-Clip(Fig.6)1 240 Ibs 350 Ibs WA NIA NIA WA 190 Ibs WA WA WA WA WA 341 1- 442 lbs 560 Ibs ANCHOR CAPACITY TABLE_ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A8 THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2 TABLE NOTES: --1 1.000- 0 ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750 � �+ �C } .•'�XGENSk i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,p EO FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No,58705 ANGLE CLIP MUST 6E USED 1N PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED " * /4 ` CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ,-O •(/t/' LL FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT . Tp`TE ' O LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1"X 2.75"X.650'MULLION % '•. FLORID?'.-' . ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �� , �PUiPNILL� P.E. LL A.L FL P.E.#58705 i I i U G C yj gn12 TABLE 5A i Mulfion Ca aoity Table(ibs/ltZ) a°$ 2 S' $ c ^B zawdnF Opening Width(forverticaAy�panr9rg mulliorts)arOpening Height(for horizontally sparring mr/tions} W �" Zo w"' tz•-p 50 in 60 in 70 in 80 in 90 in 100 in 120 in 140 in 160 in E- 3 b8arf�-r =S m12 i ai Rectangular TraplTriang. Rectangular Trap/Triang. Rectangular TraplTdang. Rectangular Trep/Triang. Rectangular TraplTriang. Rectangular Trap/Triang Rectangular 7raplTriang. Rectangular Trap/Triang Rectangular Trap/Triang f U- 1"x 3.1 25"x Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Leading Loading (`�JJ I .500"Alum L 2' 2, 2^ Z, Z" v a W� 1tl a1� � ca2t+ 2 z^ z Z Lm� Zm" �E •o -a to u 75 aCL n a cTubo Mull It R R 9p 9 G W a aG a U U Ub V U O U Uv U UU b U 9 U U O U �a 15 l° Ii In c >S� o� 1i� o r ZS L i; tS a `o� o~ 15 c i5 �� `o� c b� �� b.� rg ` b �-` ? �k �-` � ' �� c o Fi rn ~ L � _ tt �g c t tS c � c e 4� t � S t c � t c � __ t � r c t V� LOLIJ d�dre d0� ��c d� gc ma ��• g aPi �� c $ c �� v5 q �� c �i '=� $ g 7a GuGm '} ' irr' 1SLU 4: �� K �c 40_ �2G Qtr g G Qa .'f:c QR .'2G QQ' gG � �c QC' 1c 6R' fc �fYcK �c �6' gG QC'� c �� O 42 in 170.0 620 -170.0 435 170.0 .744. 170.0 478 170.0 868 170.0 506 170.0 992- 170.0 519 170.0 ll i6 170.0 521 170.0 1240 170.0 521 170.0 _1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.0 521 J f= 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 5275 170.0 677 170.0 1417 170.0 680 157.7 5577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 680 50.625 in 174.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170,0 756 141.7 1495 170.0 756 121,5 1495 170.0 756 106.3 1495 170.0 756 C7 � CD fl I 0: U1 O � i 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 168.1 1401 170.0 837 149.5 1401 170.0 858 124.8 1401 170.0 861 106.8 1401 170.0 661 93.4 1401 170.0 861 Q = LU 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 156.5 1156 170.0 B78 138.7 1156 167,0 028 123.3 1155 155.5 917 111,0 1156 149.7 910 92.5 1156 144.5 903 79.3 1156 144.5 903 69.4 1156 144.5 903 Z 83 vi 170.0 930 170,0 74S 169,8 1049 170.0 850 137.0 1049 155.5 660 110.8 1049 141.7 846 108.5 1049 132.0 836 95.9 1049 125.5 828 79.0 1049 119.3 820 68.5 1049 118.9 619 59.9 1049 118 9 879 O V Q z c m Fp 68 in 168.6 170.0 789 139.0 955 151.3 841 419.1 955 133,7 788 104.2 855 121.4 775 926 955 1126 785 83.4 955 706.4 757 69.5 955 99.8 749 69.8 055 98.7 746 521 955 98.7 746 n Z U.1 Z c D_ m 72)n 128.5 603 134.9 697 107.0 SD3 114.9 682 91,8 803 101.1 670 80.3 803 91.2 659 71.4 803 83.9 649 64.2 803 78.6 642 53.5 803 72.2 632 45.9 803 69.8 026 40.1 803 69.7 627 0) J o �Z 9 761n 109.2 721 114.1 629 91.0 721 97.0 618 78.0 721 85.1 605 68.3 721 76.5 595 60.7 721 70.1 586 54.6 721 65.4 579 45-5 721 WA 589 39.0 721 56,6 584 34.1 721 56.1 553 0 ¢ ,E r � Z r r 78 in 101.0 684 105.4 598 84.2 684 89.4 587 722 684 78.4 576 63.1 664 70.4 567 56.1 684 54.4 558 50.5 684 59.9 551 421 684 54.1 541 36.1 684 51.3 536 31.6 664 50.6 534 Z Q N • • LO 90 In 65.8 514 67.9 456 54.8 514 67.3 448 47.0 514 50.0 440 41.1 514 44.0 433 38.5 514 40.5 427 32,9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.6 514 29.0 403 • C7 0 F¢-- • r to• •••• 96 In 54,2 452 55.7 404 452 452 47.0 396 38.7 452 40.9 390 33.9 452 38.4 364 30,1 452 32.9 378 27.t 452 30.3 373 226 452 26.6 365 19,4 452 24.2 359 16.9 452 22.8 355 ••� X st o�QO 108 in 38.1 357 38.9 322 31.7 357 32.7 317 27,2 357 26.4 312 23.6 357 25,2 308 21.1 357 27-7 303 19.0 357 20.8 299 15.9 357 18.0 293 13.8 357 18.2 287 17.9 357 15.0 283 •• •w N •• •sL • •••• Y Y ill In 35.1 338 35.8 308 29.2 335 30.1 301 25.0 338 26.1 296 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.8 338 16.5 278 12.5 338 14.8 273 11.0 338 13.8 268 •• .a Cf) (0 •••i i�in 27.7 288 262 263 23.1 289 23.7 259 19,8 289 20.5 256 17.3 269 18.1 252 15.4 289 16.3 249 13,9 289 14.9 246 11.6 289 12.8 240 9.9 259 11.4 236 8.7 269 10.4 232 •• • X • • / • • TABLE 5B x c • ANCHOR CAPACITY ADJUSTMENT FORMULA: •' ' s " ' ,�• '•• AnchorCa acIty Table Obs ANCHOR CAP. •• �-� _ � ��• ••••' SubsUatr 2A Concrete ask Conc- Hollow CMU ROedCMU PT Wood Metal (DPS)X( i10UTA 6)=ANCHOR CAP.R, ••i o in `� tri •• 5716"eco 1/4'SS Elco WT Elco v4"SS Elco #10 Sted #12Steet #12 Steel MULLION CAP.�,,,,T, v • AricW type: 3/16'Elco Ultracan V4"Elcoultracon 3116,Elco UBracon v4"Elco Ultrcon " PRODUCT•REV % '•"" AnehorCiip Patiems Macon AggreGaor Uttwon AggreGator Screw(w) Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR . Edge Distance pn} r 2-112• 1^ 2-117 31/8^ r 2-1/2" 1^ 2-1/2 z 3116 T 0.48^ 0.54^ 0.324^ CAPACITY REQUIRED'CORRESPONDING TO AN as complying with the Florida_ •.• Embedment n 1-&4" 14" 13/4' t3�4" 2' 1-v4" 1-v4" t-1/4" 14/4^ 1414" 1414• 2• t 3r8• t�IB winACTUAL PRESSURE REQUIREMENT FOR THE 17 es BufldiTlg • NOA-No. .0830_7<1 2 Anchors 4.75'Nn.O.C_I StaMaM OrOliset Cop(Fig.1) 390 bs 39D IE450 IDS 8901105 ISU lbs 270 lbs 280115 354 bs 740 Its 374 Bis 664 lbs gas Bs 341 bs 442 Its 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION •+ 4 Ancher5 @ 1.15'MUt O-C.I Stanciard(orcmet)Clip(Fig 4 480 bs 700 B1s N/A WA NIA WA 360 lbs NIA WA NIA WA WA 662 ba 685 is 1120 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED Expiration Date 05/26/2021 4Archors 3"!610-O_C.1(2)215 Angle Clips f(Fig.3x 780 lbs 780 roe 180 Ibs 1560 Its IWS Its 540 lbs 56D lbs NIA 760 HIS 746 bs 88D IW 1892115 682 ms Mills 1120 Ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AM 1105 @ 0.45"Uln.O-C_I U-6p.Into.125"Alum.(Flg.4j NIA NIA Nle. N/A NIA NIA WA NIA WA NIA WA WA N/A 11rA 1073 lbs CAPACITY WHICH MAY BE USED TO QUALIFY BY 1 Anther/F4 lip{Fig 5X 195 ibs toga 225 lbs 445 bs 822 Ida 135 lbs 140115 177 itn 3701bs 187Ibs 3321bs 473 Bs 170 lbs 221 bs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE Miam a Product Control 2Anchors @ 1.73'Min.O_CJ F-Clip(Fig.6X 1 240 bs I SW I)s N/A WA NIA I NIA 190 Its WA NIA NIA WA WA 341 IW 442 its 560 Ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. I-_1.000"-4 FIGURE 1: FIGURE 2: TABLE NOTES: ® 0 ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINE=AR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE- 3.125" TV 't�- '\,1GENSF FIGURE 3: ' �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. O ® IN FIELD APPROXIMATE HFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 FIGURES SHOW SUGGESTED, ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �0" - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� •, `$*A7 O (V- FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" .p - 1"X3.125"X.5'MULLION �(OR1faP,.• �� THICK.STEEL STUDS TO 8E A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT �i CC •., (1"VF LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION) ® ` � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 110NAL A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 6A mgr g Wa aw F Mullion Capacity Table(Ib-Ae) J i - moa 0 a cAn a Opening Width(for vertically-Spanning mullions)orOpenin Height(tor hoftont*-spartrlrlg mullions) o n >_o• z0 50 ie 60 In 70 in 80 in 1 90 In 100 to 120 In 140 in 160 in __.---� Rectartgolar raptniang. Rectangular Trapffdeng. Rectangufar, Trap/Triang. Rectangular Traprrriang Rectangular Trapfriang. Rectangular Tral;Mang. Rectangular TralplTriang. Rectangular Traprrdang• Rectangular Trap/Tdang. 1 X 4 x.125 -Loadn9 Loafing Loafing Laedatg tLoadinj Loafing Loafing Leading Loading yading Loafing Loading Loading Loading Loading Loading Lowing Lo ng �. U Alum.Tube e o 9„ )°ice a a^ °� p a$� W .q�� ^ o.�Q- �o m o m R m^n a m °m m m a •a^ t� •g aa. & G m a m >° ' $ �' a�G m m n a m E°Ci n ro L' �'c i�• c n a N 8� 8 6 o (y 87¢ oG v n 1�j o o U U-, 8 a �_ o v t �a c3 �$ v � v U� � � c��G$y7^ c� � 1,Co' Qy U S�J O O V 13.L 9 0 ,L N $ C tS C `d.Vtr ii1' C :^ O C L p T. Z$"•� L ` .�G / L 0 Ir 01 a a' Z c SS SYi. _ t t ss qy�1 �G G G Q tL" .L K rL G n.• .�L 6 Q - Q �!G 4� "�G re G G• �2 G Q �G s:G �C K W W 42 in_ 170.0_ '620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 16 170.0 521 170.0 1240 170.0 521 170.0 1488 770.0 S21 145.8 1489 170.0 521 127.6 1489 170.0 521 W O = 48 in 1'110 -V6 1170.0 624 170.0 850 170.0 5841 170.0 992 170.0 630 170.0 1133 170.0 661 ' 170.0 1275 '170.0 677 156-3 1303 170.0 650 130.3 1303 170.0 680 111.7 1303 170.0 68D 97.7 1303 170.0 680 = m 50.625 In 170.0 747 170A SW 170.0 896 170.0 631 170.0 1045 170.0 684 170.0 1195 170.0 TM 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 756 100.4 1235 170.0 756 87.8 1235 170.0 ..756 Q o F=-- 64in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.1) 754 154.4 1158 170.0 803 1372 1158 170.0 837 123.5 t 15 170.0 856 102.9 1158 170.0 861 882 1156 170.0 861 772 1158 170.0 861 -j m O U) 601n 170.0 885 170.0 701 166.7 1042 170-0 797 142.9 1042 161.1 832 125.1 1042 146.7 816 111.2 1042 138.8 $01 100.0 1042 130.2 791 83 4 1042 125.1 762 71.5 1042 125.1 782 6Z.5 1042 175.1 782 Q 0 631n 170.0 930 170.0 745 151.2 992 163.6 818 129.6 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 768 90.7 992 114.6 758 75.6 992 108.4 745 64.8 992 106.0 744 56.7 992 108.0 744 z T < s 66in 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 $47 117.7 752 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z 6 m U C 721n 135.9 849 142.7 737 1132 849 121.6 722 97.0 849 106.9 708 84.9 849 96.4 696 75.6 849 88.T 686 67,9 849 82.7 675 56.6 849 75,3 659 485 849 72.5 652 425 849 72.4 651 to CIL W m st0 116 n1, 115.5 762 120.7 665 9fi.3 762 1026 652 825 762 90.0 640 722 762 80.9 829 64.2 762 74.2 620 57.8 762 692 613 481 762 .62.8 602 41 3 762 59.9 597 36.1 762 59.4 595 O J G7 Q 78 m 106.9 T24 111.4 634 89.0 724 94.6 627 76.3 724 82-9 609 66.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 $73 382 724 54.3 567 33 4 724 53.5 565 z � r r 90 in 69-6 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47,1 458 38.6 543 42.8 452 34-e 543 39S 446 29.0 543 34.9 436 24.8° 543 32.1 430 21-7 343 30.7 426 Q 2 z N r 961n 57.3 478 58.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 078 38.5 406 31.8 478 34.8 400 26.7 478 320 395 23.9 478 28.1 386 20.5 478 25.6 380 -17.9 478 24.2 376 Q U) N � m aD m� U Q�O 108 In 40.3 377 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 325 22.4 377 24.0 321 20,1 377 220 317 .16.8 377 19.0 310 14.4 377 17.1 304 ti r0 r moos 0 • o W X see* •••• 111 in 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 VA 313 232 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 ••40 � � • � � •• 111 In 29.3 306 29.8 Z79 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 267 16.3 306 17.3 263 �•yy •• • •�•p •••• 144 in 17,0 212 172 196 Q O O TABLE 6B l ANCHOR CAPACITY ADJUSTMENT FORMULA: •�� a l !�• '90 mo Anchor able Obs) a ANCHOR CAP. 'S °-o •••• Substrate: 1 2.7k Concrete 3.5 Hollow CMU Filled CMU PT Wood Metal (DP„",)X{ """""�=ANCHOR CAP. � � ••• MULLION CAP.,,,o„�•"• 5/ i'Elco 114"SS Elco 5/16"Elco 1/4'SS Elea #1,0 Steel #12 Steel #12 Steel PRODI�Pr'1'REVISEb• **so Anchor Type: 3176"Etta Uttracon 7!4"Elco Ultracon 3176"Elco Unracon 1/4'Elbo Ulbacon • Anchor Clip Patterns Aggn Gator Unracon AggreGator screw(G5) screw(c,5) screw{G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as cepV111v3 with the Florida s Edge Distance(Inx 1" 2-112' 1' 2-112" r 118• 7" 2-112" 1' 2-112" 2" 3.1/8" 2' 0.48" 0.54" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building CCoo_d�e 7_ W 7 *so* -- Embedment pn)_ 1-314" _ 1-314' 1-314" �•4AW-- 2" 1-1/4" 1-114" 1-114" 1-1/4" 1-114" 1-1/4• 2' - 1-3/e' 1-3/6" %ones ACTUAL PRESSURE REQUIREMENT FOR THE N0A-Ido. ••••• 2Anchars 4.75'Met.O.C./Standard or Offset Clip(Fig 1h2) r 390 IDs 390 lbs 4501bs 890__ 76441ba 270 N 230 Its 354 Ibs 7401bs 374 lbs 664 lbs 946 lbs 341 Its; 442 lbs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION ExpiMltiYA Dpte 051 / 021 *see (Ffg 4 Anchors®2.25'Min.O.C./Standard(or Offset)Clp .3x 700 lbs 700 lbs 580 Eft 1416 lbs 952 lbs W 60 A 5lbs N/A 630 W5 N/A ago ft NIA. 682 Its •8851138 1120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED I aAnchors C 1.15 Min.O.C./Standard(orOtfset)Clip(Mo.4x 960 lbs 1400Ibs WA - '`WA WA N/A 760 lbs NIA NIA NIA NIA WA 1383 lbs 7770 ms 2240lbs MULLION.R WILL YIELD A MINIMUM ANCHOR 1)y •• 4 Anchors @ 3'Mtn O.C./(2)2%5 Angle pips 1(Fig.5): 780 lbs 780 lbs 680 lbs 1560 lbs 1896 lbs 540 lbs 560 lbs N/A 760 tbs 748 lbs 880 ibs 1892 lbs 682 lbs 885 lbs 1120 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY Miami, . d rouct Control 6 Anchors @ 3'Mn.O.C_I(2)16 Angle Clips I(Fig,6y 1170 lbs 1170 lbs 1020 ft2340lbs 2844 lbs 810 lbs 840 lbs WA 11140 lbs 1122 ft 1320 ft 2838 lbs 1022[be 1327 lbs 1660 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors @ 0.45'Mtn.O.C.I U-CIO,into.125"Alum.(Fig,7}: WA WA NIA N/A NIA N/A NIA WA NIA NIA WA WA WA WA 1430 Ibs ANCHOR CAPACITY TABLE. 2Anchots @ 2.25"Min.0.C-1 F-Clip(Fig.8) 350lbs 350 lbs 290 lbs 7051bs 476 ms NIA 280 Its NIA 315 lbs WA 440 lbs NIA 341 lbs 442(its 580 Obs 4 Anchors @ 1.15"Min.C.C./F•Clip(Fig.9) 480 Iba 700 Poe WA NM WA NIA 380 Ibs N/A NIA WA WA WA 1 682 lbs 865 lbs 1 1.000` NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -^ TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE y t 1 I I r+l! • • • • [i, SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� %( YN&2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.• • • • • • • • 4.000" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES * : No.58705 ` TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. M _ _-0 . • • v1t�2. • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED O STATE OF • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125" � •, '_40R10 • \�� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063"75 AND BE A MINIMUM OF.125"THICK.STEEL �i� 'S •...•• G • • STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT L.EAST.125"THICK M '01VAL`E ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1"X 4'X.125" A.LY�1�li0ALLK P.E. j #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION -FL P.E.#58705 U TABLE 7A Mullion Ca aci Table(Ibste) "e$$ °a Opening Width(forverlicaty-spanning mullions)or,Opening Height(for horimrdaily-spanning mullions) a'a Wii •azo-. 50 in BD in 70 in 80 in 90 in 100 in 120 in 140 m 160 in E= z .. <Hit a o -3 �8sr �Z-W 1 x 4x.376 Recta°gdar �d Rectangular Trap/Toang. Rectangular TraplTdang. Rectanguiar Trap/Triam. Rectangular TmpfTriang. Rectangtdar TroplTriang. Rectangular Tn1plGiang. Rectan9ulx Trap!lYfang. Rectarrgrrlar TraplTriang. Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loafing Loading Loading Loading Loading Loading o Alum. 2^ 2" 2^ 2 D 2^ _ L_ _L 2 Z L L Z._ T" i� qq `u Ti v '8 0- 8 n t7t w m m m m 'G '0 w era w m n ii a �� a 1O�' a na n"c o a� a o b" c� a gg a a o °' a i3 n n na c • a nrp (V Mullion c3 r3� 8 c�� ci 45 c� 8, 8 8� � cab cS c�� v civ �� c3_ 3� c� slo c� a _ r�,s c� S� rS s c3 A.. o � y� � Wig ` 8� �� ' U) ��c da•' �� dray ��c Qa �� a c 5c d �� d` d0.' � � �� <� c <a�3 c dr � � UJ 2i� d� 2 drx Mc Z w�� LLLI 42 in 170.4 620 170.0 435 170.0 744 170.0 478 170.0 M 170.0 6% 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 17in 0.0 521 170,0 1735 170.0 521 170.0 1963 470.0 521 O = f1) 48 in 170.0 708 170.0 524 170.0 850 170.0 564 170.0 892 170.0 630 170.0 1133 170.0 981 170.0 1275 17D.0 677 170.0 1417 170.0 6e0 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 880- (n 50.625 in 170.0 747 170.0 583 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 755 170.0 1793 170.0 756 156.0 1919 170.0 756 136.5 1919 170.d 756 O W 0 Fr W O"64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 754 170,0 1275 170.0 803 170.0 1434 170.0 537 170.0 1594 170.0 SW 159,9 1799 170.0 861 137.1' 1799 170.0 861 120.0 1799 170.0 861 _jm O (n QLU 60 in 170.0 885 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 995 155.5 1619 170.0 1033 129.6 1619 170.0 1063 111.0 Isis 170.0 1053 97.2 1619 170.0 1063 CO (9 63 in 170.0 930 t70.0 745 170.0 1116 17010 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.5 1542 168.5 1158 100.7 1542 167 9 1157 88.1 1542 167.9 1157 0 2 Z r.1 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168.8 1148 128,5 1472 158.8 1130 107,1 1472 147.111108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 O z Z m = a Z U U C 721n 170.0 1063 170.0 878 170.0 1275"f70.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1072 117.3 1320 137.8 1066 105.6 1320 128.5 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 6&0 }320 112.5 1012 e6 W 3 m -go 78 in 170.0 1122 170.0 937 149.6 1184 159.4 1013 1282 1184 139.9 994 1121 1184 125.7 978 99.7 1184 115.3 964 89.8 1164 107.5 952 74.8 4184 97.6 935 64.1 1184 93 1 927 56.1 1184 92.3 925 N a � �z 7 J U) Z 781n 166.1 1124 170.0 967 138.4 1124 147.0 MS 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.8 918 83,0 1124 98.5 906 692 1124 89.0 890 59.3 3124 84.3 884 51.9 1124 83.2 878 Z J 901n 108.1 844 117.5 750 90.1 844 94.3 736 77.2 844 82 1 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 844 61A 693 45.0 844 542 678 38.6 844 60.0 SW 33.8 844 47.7 662 z 0 Q Z 0 l 96 in 80.1 742 91.5 663 ld2 742 77.2 652 63.6 742 67.2 641 55.7 742 59,8 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 Goo 31,8 742 39.8 590 27.8 742 37.5 584 U I- in m 00 m0 106 in 6Z6 586 63.9 530 52.1 586 53.8 521 44.7 586 46.6 513 39.1 586 41.4 505 34.8 686 37.3 498 31.3 588 34.2 492 26.1 586 29.6 481 22.3 586 26.6 472 19.5 586 24.7 466 r. � M o ° 111 In 57.6 555 68.8 503 48.0 555 49.5 495 41.2 SW 42.9 487 36.0 555 38.0 480 32.0 555 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.6 555 24.3 448 18.0 555 224 442 • r X • • •••• •� • Y U • 120 in 46.6 475 48.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 475 29.8 414 25.3 4J5 26.8 449 22.8. 475 24.5 404 19.0 475 21.1 395 18.3 475 18.7 387 14.3 475 17.2 387 • 1441n 26.4 330 26.7 3D5 22,0 330 72.4 301 18.8 330 19.3 297 48.5 330 17.0 293 •• 0U • •H IL0 •• Cn In •••� TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: •e a !� e s •e• AechorCa c Table Otis) ANCHOR CAP. , ,,, = m m �-� 4-� • • Substrate: 2.7k Concrete 15k Cone. Hollow CMU Filled CMU PT Wood Metal (DP®)X( �=ANCHOR CAP.� •••• � v• n• � •'• y16"Elco 114"SS Eloo 5/16"Elco 1/4"SS Eko #10 Steel #12 Steel 912 Steal `MULLION CAP.w,,,," PRODUCT REVISED• •••• Anchor Type: 3118"Elco Ultracon 1/4"Elco UBraeon 3/1G Elco lAtracan 1l4"Fico UBraoon ( as Cornpl • with the Florida • Anchor Clip Patterns Ultracon AggraGator Ultracon AggreGator screw G5) screw(G5) straw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(in) 1" 2-112" 1^ 2-112" 3 1l8 1" 2-112" t^ 2-112" 2" 3-1/8" 2" 0.48• 0.54" D.32a^ CAPACITY REQUIRED"CORRESPONDING TO AN Buildeng 4 i Embedment any 1-314" 1-314" 1-3I4" I V4" 2" 1-114' 1-1/4" 1-114" 1-1/4" 1-114" 1-1/4" 2' 13/8' 1318" series ACTUAL PRESSURE REQUIREMENT FORTHE NOA-No. 17- 1 .•11 2Anchors C 4.75 Min.O.C.i Standard or Offset Gip(Fig.1U 390 lbs 390 lbs 450 ft 890 be 1644 lbs 270 Iba 28D lbs 354 lbs 740 lbs 374 lbs 664 lbs 94611MI 341 lbs 442 lbs 560 Itis OPENING,WHEN iT IS LOWER THAN THE MULLION ExPira99n ate 05/2612021~ :11000: 4Anchors Q 2.27 Min.O.C./Standard(or Offset)Up(Fig.3X 70[l Itis 7001bs 580 ibs 1410 lbs 952 lbs NIA 560 lbs WA 630 lbs WA 880 lbs NIA 682 lbs 885 lbs 1120 Itis CAPACITY(FROM THE TABLE)OF THE SELECTED a Anchors @ 1.15^Min.O.C./Standard(or Offset)Clip(Fig.41 960 lbs 14DO lbs WA WA WA H/A 760 lbs WA WA N/A NIA NIA 1363 lbs 1770 lbs 2240 lb; MULLION.IT WILL YIELD A MINIMUM ANCHOR By ••�•• 4 Anchors Q 3•Min.O.C.I(2)2x5 Angle pips I(Rg.5x 7W lbs 7801bs 680169 1560Ibs 1896 be 540 lbs 560 lbs WA 760 lbs 748 Itis 800Ibs 1B921bs 682 Ihs 885 lbs 1120 lbs CAPACITY WHICH MAYBE USED TO QUALIFY Miami roduet Control- 6 Anchors Q 3"Main,O.C.i(2)2X5 Angle Oips I(Fig.By 1170 lbs 1170 lbs 1020 Ibs 2340 lbs 2844 lbs 810 Itis 840 lbs WA 114011:16 1122 lbs 1320 The 2838 lbs 1022[be 1327 Itis 16801112 ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhors @ 0.45"Min.Q.C.I U-Clip,into.125"Akan.(Fig.7): WA WA WA WA WA NIA N/A WA WA WA WA WA WA WA 1430 be ANCHOR CAPACITY TABLE 2 Anchors C 2.25 Mb.O.C,I F-alp(Flo.8): 350 lbs 350 lbs 290 lbs 705 lbs, 476 lbs NIA 280 lbs WA 315 Ibs NIA 440 lbs WA 341 lbs 442 lbs 560 lbs 4 Anchors @ 4.15"Min.O.C./F-Qip(Fig.9r 480 lbs 700 Itis WA WA WA N/A 380 Itis WA WA NIA WA WA 682 lbs 885 lbs 1120 lbs NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.062" 1.000" r-- TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ►I I J►/ 2)LiNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. %\\\ *Y LYNN, • • • • • FLe • • ♦ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE " 4.000' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000 ti* : No,58705 f SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIG10 URE 7: r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ♦ • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE %�Q VAqTE �(J�� • ♦ • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ♦ ♦ 6063-T5 AND BE A M[NIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" S THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS -T s%Nq� �N�� ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LE=AST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375, 1"X 4X.375" T a [4mIMILL9R,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. "T"-MULLION MULLION FL P.E.#58705 TABLE 8A % o Mullion Ca aci Table(Ibs/ft�) ® %mo= mulions ) ZmOpening width(torvertica!N- Parrn9 mulions)oroPeningHei9ht(for dzontalN- Pennin9 y ?��sBLL� 50 in 60 in 70 In 80 in 90 in 100 in 120 in 140 in 160 ineg Rectangular Trap/Triang. Rectangular Traprrrleng. Rectangular Traprrrrang. Rectangular Traprrdang. Rectangular Trap/Triang. Rectangular TiaplTdang. Rectangular Traprrdang. Rectangular TraplTriang. Rectangular Tmp/Tdong. 3 of 125^X Loading Lcadrng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading � 3.1188"'x �y a z a a x _ a x x a a a z• a o LID .265 AIUrt1 v o�+ O 111 p V V Gp1.y. t] L) to [I l7I o U ao �(p1 flp] O U O O O �j �j v U Cl V GC 0. .� 0. 0.� m C 4 G.� 0. ¢� F. ¢ Q I1 a� a Q.G o ii o., a aA CV Tube Mull r�� G c`3� c3 dS �� cR !ia c� Sam 3� O c�a is va 3 r rS c3 m v o v o tS 15 _ _ _ q} ,c v v n Fs o � o 3 e '23. n �� d� a �� y �� u •�� « � o '9 3 m $ m W z cin r-tr o: G 6 �c dr' a �c drtr �c m ,yq� c a �Yj drrY �� •� �c ¢K �G C, dcK r: G Q rr G tr 3 G Q I !L G K '23 G 4 d• E G Q IY 2 G 1 4 m G rY ,m G Q Q• 41 G 0 w 42 in 170.0 6'20_ 170.0 435 170.0 744 170.0 478 170,0 668 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 521 1170.0 1240 170.0 521 170.0 1488 170-0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 J 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1715 170.0 677 170.0 1417 170.0 680 154.6 1548 170.0 680 132.7 1548 170.0 680 116,1 1548 170.0 680 (n 50.6251n 170.0 747 170.0 563 170.D 896 570.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 1392 1468 170.0 .756 119.3 1468 170.0 756 104.4 1468 170.0 756ai o = LU CD 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 837 146,8 1376 170.0 856 1223 1376 170.11 861 104.8 1376 170.0 861 91.7 1376 170.0 B61 j m L) O W 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1158 170.0 878 139.0 1t58 167.4 930 123.6 1158 156.8 919 111.2 1158 159.0 912 92.7 1158 144.8 905 79.4 1158 144.6 905 69.5 1158 144.8 905 ¢ LL)V tg 0 631n 170,0 930 1710 745 160.1 1051 170.0 860 137.2 1051 155.9 862 120.1 1051 142.0 848 106.7 1051 132.3 837 96.1 1051 125.7 830 80.1 1051 119.5 822 68.6 1051 119.1 821 610 1051 119.1 821 OR 2 0 Q 66 in 167.1 957 170.0 789 139.3 957 151.6 805 119A 957 134.0 790 104.4 '957 121.6 777 92.8 957 112.8 767 83.6 957 1106.6 759 69.6 957 100.0 750 59.7 957 98.9 748 522 957 98.9 748 Z J z do U J of m Cm 72 in 128-7 604 135.2 698 1073 804 1152 684 91.9 804 101.3 671 80.4 804 91.4 660 71.5 804 84.1 650- 64.4 804 78.5 643 53.6 804 72 3 633 46.0 804 69.9 629 40.2 604 69.8 628 V) o o z 76 in 109.4 722 114.4 630 91.2 722 97.2 618 78.2 722 85.3 ISM 68.4 722 76.7 596 60.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 56.2 564 � J o nz Z 7 0 Q O 2 781n 1012 685 105.6 600 84.4 665 89.6 58B 72.3 685 78.5 577 63.3 685 70.5 566 56.2 685 64,6 560 50.6 665 60.1 553 42.2 685 54.3 543 36.2 685 51.4 537 31.6 665 50.7 536 Z i- CV T z ¢ °' 0) 90 In 65 9 515 88.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 44.7 434 36.6 $15 416 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20,6 515 29.1 404 Q X Z 96 in 64,3 453 65.6 404 45.3 453 47.1 397 38.8 453 41.0 391 33.9 453 36.4 385 30.2 453 33.0 379 27.2 453 30.4 374 22.81 453 26.8 356 5co co 9.4 453 24.3 360 17.0 453 229 356 U N L Op SOS in 38.1 358 39.0 323 31.8 358 32.8 318 27.2 358 28.4 313 23.8 358 25.2 308 21.2 358 22.T 304 19.1 358 20.8 300 15.9 358 18.0 293 ti M • a • •j�U co •• •_ ••�••• 111 in 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 19.5 338 219 289 17.6 338 19.1 285 •• V x • •• r 120 27.8 290 28.3 264 23.2 290 23.8 260 19,9 290 20.8 me 17.4 290 182 253 15.4 290 16.4 249 ••i••� � •Q • � 0040* • 144 in 16.1 201 16.3 186 •• • e- Q Q •000 goo • a. TABLE gg ANCHOR CAPACITY ADJUSTMENT FORMULA ••p.e.- • �(K m� ••••• Anchor Capacity Table(lbs) ANCHOR CAP..,.) ••: • • �-� ••i••• ` sunstrattr 27k Concrete ask conc. Hollow[x1U Filled CMU PT Wood Metal {DP,,,,)K( =ANCHOR CAP.,, MULLION CAP. 5116"Elco 1/4"S3 Fico 5+15 Eko 114"SS Elco N10 Steel #12 Sbeel #12 Steel '"0A1° ° PROdtiJCY REVISED•• *000:* Anchor� 9116•Elco 1.19=011 1/4'Elco Ultracon Ultiacon 3±78'Elco 1Atra d1 114^EkoUttracdm Agg e(A' or -UMon AggWator Screw(G5) Screw(GS) Screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR as eorlpl i�its with the Florida • Anchor Clip Patlema Coup EDge[Distance(inX 1' za12 1" 2-1/2• 3•t15' S• 2-v2• 1• z err zR 3116• r 0.46• 0.54~ 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Buiidt4tg . ••••; Embeftent n 1�4" 1-&4" 1-3/4• 13+4' 2^ 1-114• 1-114" 1=114" 1-114" 1-114" 14kC 2" 1.318" I-Wr jades ACTUAL PRESSURE REQUIREMENT FOR THE No"o. 17-�6r�0u!1 • • 2 Anehors @ 4.75'On.O.C./Standad or OBset Clp(Fig.1Z SW Ib3 390 Ibs 450 IbS 0901ts 1644 lbs 270 ft 2801bs 3541bs 740lbs 374 lbs 664 lbs "S Itis 341 Ib3 442 lbs 560 Itis OPENING,WHEN rT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 ••••. 4 Anchors 01.15•Min O.C.I StzndM(or Offset)Clip(HS 4 480 Me 700 Its N/A NIA WA N/A 380 lbs WA WA NIA WA WA 692 lbs 885Itis 112D lbs CAPACITY(FROM THE TABLE)OF THE SELECTED ! 4Anchors @ 3•Min.D.C./(2)215 Angle CUPS I(Fig 3X 760 lbs 780 abs 6B0 Itis 15Ms 1896 Qs 540lbs SW lbs NIA 7601bs 746 lbs 880 lbs law Ilia 632 lbs 885 lbs 112D lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR By ' �� 4Ancho m dft 0.45"Mm.Q.C./1.14;lip,into.125 Ahm(Fig.4 NIA NIA NIAWA WA N/A WA N1A WA NIA WA WA E�17O �22i 14301bS CAPACITY WHICH MAY BE USED TO QUALIFY Mia ado oduct Control 1 Ancnor/F-Cep(Fig 9 195 be 105 lbs 225 bs 443 rtn a22 ns m ms 140 Ihs 177 lbs 370 Itis 167 lbs 332 lbs 473 Itis 260 roe ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctm 1.15^MIR O-C1F-CBp(Fig.6) 240Ibs 35D Ihs NIA NIA NU N/A 190 Me N1A WA N/A WA WA 560 Ibs ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: ® ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION i ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' �111il1!// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�� ONY LYNN/ z FIGURE 3-. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ANGLE SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 1 BE USED 265^ = = IN PAIRS. = I - - - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ --O GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL A Q �� FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r ® 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND t ��e� ' •��OR4DA.•' \�� .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL 1.25"X 3.188^X.265"MULLION i�t b ® ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4"VF MULLION) i�II ss�1Qf(vAL • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A. LYNOW1LR,P.E. 0 FL P.E.#58705 U r t? = W TABLE 9A Mullion Capacity Table(lbs/ie) m-a i v Be Opening Width(forvertically�panning mullors)or Opening Height(forhoftontal"paming mullions) ream 's° 2g e� a z dlL na �0 LLQ '>�WQ-n 50 n 60 In 70 in 80 in 90 in 100 in 120 in 140 in 160 in Rectangular TraplTriang. Rectangular Trap/rdang. Rectangular Trap/Triang_ Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Tdang. Rectangular TnaptTriang. Rectangular Trap/Triang. Rectangular Trap/Trieng_ 'g mei f 1251325 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Lcadinr9 _ X.100 � Alurm Tube s 2 ? epi �i ' o Mullion KE a 3 �a fc Q 1" aerr Q � c c c 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 506 170.0 992 170.0 519 174.0 1116 170.0 521 153.3 1118 170.0 521 127.7 1118 170.0 521 109.5 1118 170.0 521 95.8 11118 170.0 521 W _ 48 in 170.0 -708 170.0 -524 170.0 850 170.0 594 167.6 978 170.0 636• 14&7 978 170.0 661- 130.4- 97S 170.0 -677 117.3 978 170.0 680- -97.8- We .170.0 680 83.8 978 170.0 6811 73.3 -978 1700 880 50.625 In 170.0 747 170.0 563 170.0 898 170_0 631 150.7 927 170.0 684 131.9 927 166.5 708 117.2 927 169.1 699 105.5 927 166.3 696 97.9 927 156.3 695 75.4 927 156.3 695 65.9 927 156.3 695 w = 541n 170.0 797 170.0 612 154.5 889 172.5 0.0 691 43869 163.9 683 115.9 869 141.8 889 103.0 Beg 134.0 660 927 869 1299 654 77.3 869 128.9 652 66.2 869 128.8 652 57,9 889 128.8 652 it W p l" 60 in 143.2 746 163,8 634 119.4 746 1323 620 102.3 746 117.8 608 89.5 746 107.8 599 79.6 746 101,0 '592 71.6 T46 96.8 587 59.7 746 93.3 5a3 51.2 746 93.3 583 44.8 746 93.3 583 Q 03 in 123.7 877 132.0 579 103.1 677 113.2 666 88,4 677 100.4 555 77.3 677 91.4 546 68.7 677 85.2 539 61.9 677 81.0 534 51.6 677 77.0 529 AC2 877 76.7 629 387 677 76.7 529 to ~ W O Z 66 in 107.6 817 114.1 53o 89.7 617 97,6 519 76.9 617 86.3 509 67.3 617 78.3 500 59.8 617 72 6 494 53.8 617 68.7 489 44.8 617 64.4 483 38.4 617 63.7 482 33,6 617 63.7 482 �nrY j d 72 m 82.9 518 87.1 Am 69.1 518 74,2 440 592 518 65.2 432 61.8 5te 58.8 425 46.1 518 54.2 419 41.4 518 50.7 414 34.5 518 46.6 408 29.6 518 45.0 405 25.9 518 45.0 405 Q z N z U 0 78 n 70.5 AIM 73.7 406 58.7 465 62.6 388 50.3 465 54.9 390 44.1 485 49.4 384 39.2 465 45.3 378 95.2 465 42 2 374 29.4 465 38.3 3B7 25.2 465 38.5 364 22.0 465 36.2 363 °a J g m z C) 78n 65.2 441 68.0 387 54.3 441 b7.7 379 48.6 441 506 372 40.8 441 45.4 368 36.2 441 41.6 360 32.6 441 38.7 356 272 441 34.9 349 23.3 441 33.7 34S 2&4 441 327 345 3 J o V �Z 90 in 42.4 332 43.8 295 35.4 332 37-G 289 1 30.3 332 323 284 2&5 332 28.8 280 23.6 332 26.1 276 213 332 24,1 272 17.7 332 21.3 266 15.2 332 19.6 262 43.3 332 18.7 260 Z O 96 in 35.0 291 35.9K221'3 30.3 256 25.0 291 26.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 291 19.5 241 14.8 291 17.1 236 125 291 15.6 232 Z Q O O 1�in 24.6 230 25.1 21.1 205 17.5 230 1&3 201 15.4 230 16.2 198 0 ¢ X Z O t0 U � tn�eoc7 111 in 22.6 218 23.1 19.4 194 16.2 218 18.8 191 14.1 216 14.9 188 CV o0120 in 17.9 187 18.2 15.3 1e7 • • trj2 )4 •• • • •••• •• •+- EN •• •� • 1111 • 1111 •• •mss •• mO 50 • • TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: •Fill - '• 1W m. • .••• Ann chorCapacfly Table Bts V • s� �� ••••• Substrate: 2.7k Concmte 3.5k Conc. Hollow CMu Filled CMU PT Wood Metal (DP.))((ANCHOR CAP.,,",,,,,\_ANCHOR CAP.- •• � `MULLION CAP. / PROIybft REVISED•• ••••:• 5116"Elco V4"SS Elco 5118"Elco 114'SS Elco #10 Steel 912 Steel #12 Steel �awu Anchor Type 3116'dco UBracon 114"Elco Ultrecon UBracon 3/16`Elco U(ttaoon 114"Elco Uttracan AggreGatcr Ultracon AwreGator Screw(G5) Screw(G5) Screw(G5) as co (t with the Florida • Anchor Clip Patterns USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance Ink 1" 1" 2-10 3.1!81 1" 2-V2^ 1" 2-VY 2' 3-118' 2" 0.48" 0.54' 0.3241CAPACITY REQUIRED"CORRESPONDING TO AN BuildWg • • ••i• ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Vo. Embedment(ink 1-314* 1-314' 1.3/4` 13/4" 2' 1-1/4" t-1/4' t-1l4^ 1.1/4° 1-1/4" 1-114' 2" 11318" 13/8^ series • • • • 2 Anchors Q 4.T5"Min.O.C./Standard or Oftel Clip(Fig.ik 390 ft 390 lbs 450 ft 890 lbs 1644 lbs 270 ft 260 lbs 354 The 740 lbs 374 lbs 664 fbs N6 lbs 341 8u 442 lbs 560 lbs OPENING,WHEN IT 1S LOWER THAN THE MULLION Expiratt:m Date I /2021 • ••• 4Anchom Q 1.15"Min.O.C./Standard(or Offset)Clip(Fig.2k 480[be 700 lbs NIA NIA N/A NIA 380 lbs WA N/A NIA WA NIA 682 lbs 895 lbs 1120 UCAPACITY(FROM THE TABLE)OF THE SELECTED •• • 4 Anchors Q 3^Mm O.C.I(2)2x5 Angle Clips I(Fig.3X 780 lbs 780 lbs 6mw Ibs 4560 ibs Iam ibs 54o ibs 560 ibs WA 760 ft 748 lbs S80]be IB92lbs 682 rm 885 lbs 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR By 3 Anchors Q 0.54"W.O.C./Ul:Sp,into.100"Alum.(Fig.4k NIA NIA NIA N/A NIA NIA N/A NIA NIA WA WA NIA NIA WA 950 lbs CAPACITY WHICH MAY BE USED TO QUALIFY Miami a Product Control 1 Anchor/F-01p(Fig.5): 195 lbs 195 Pot 225 fba 445 lbs 822 ft 135 lbs 140 Ibe 177 lbs 370 lbs 187 the 332 be 473 Ibs 170lba 2211. 260 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchors Q 1.15"Min.O.C.I Flip(Fig.6k 1 240 lbs 1 350 lbs WA N/A N/A NIA 190 lbs WA NIA WA N/A WA 341 lbs 442 ft 560 ft ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1 250" 1250"� . 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ``��QN.,,..•. N,�� FIGURE 3: ) 3250" 3.250° � � "10EiVs SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �' e ® CLIP IBE USED T _ * : No.5870_5 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - _ IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '0 s BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �� MATE j a'; FIGURE 4: FIGURE 5: FIGURE 6: 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � O.c�(. j 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.1125°THICK AND A36.ALL .100" .100" _ �i,`-d �4OR1DP`.• G\a`� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3,25"X_100" 1.25"X 3.25"X.100" /s/ONAL ® • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FOR MULLION FOR /,/I }}1 FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN M�W. R,P.E. • FL P.E.#58705 i ti TABLE 10A Mullion Capacity Table ObaKf) m n,a 9! J> Opening Width(Ibrvertieally-spenning mullions)or Opening Height(Iforhot[zon(aty-spanrnng mullior>s) m=in__ _I Zd I =J _ a� m •�=Z:LL 50 in 60 in 70 in 80 In 90 in 100 in 120 in 140 In 160 in E 8;� m~ 3 12fi X 33b Rectangular Trap/rriang_ Rectangular Trap/iriang. Rectangular TrapJTriang. Rectangular Trapfrflang. Rectangular Trap/Triang. Rectangular TWriang. Rectangular Trap/Triang_ Rectangular TraprTriang. Rectangular Trap?riang. LoadingLoading Loading Loading Load Loading Loading Loading Leading Loading Loading Loading Loading Loading Loading Loading Loading Loading ® �' &` o x.624 9 9 9 n9 8 9 n9 9 'g 9 n9 ng ng 9 U Alum.Tube ._ x s t r ,� a r s u u u u u .. 'G u •u ou u u�. v 'u u '1�i u 75 u 'iu.. 'u 'u Ln m m a R c w m U„ m m a m a p m a m R m R m R m a m m h R m m m m p m .� m m m a m m a m O a Mullion a as n a� u asci N U u a u U m U u a O c 0 o6 9 o s At bey �, v� c � � � c'� �� r� o Y c� 9 £ t fl a 1V o a� `o IS 8 a _ -y u D• = y v = m tsi v m n V p. or Q C`m' .� tl O [l.[ �a f� ¢`� g � �o LIl 42 in 170.0 620 170.0 435 170.0 1 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 12RD 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 W O 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 63D 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 -680 169.7 1979 170.0 680 148.5 1979 170.0 Sao U) -1 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1045 170.0 684 170.0 1195 170.0 723 170.9 1345 170.0 747 1711.0 1494 170.0 756 170.0 1793 170.0 756 152.5 1877 170.0 756 133.5 1877 170.0 756 0 A = 54 in 170.0 797 170.0 612 170.0 956 170.0 699 170.0 1116 170.0 764 174.0 1275 170.0 803 170.0 1434 170.G 837 170.0 ism i7D.0 856 156.4 1759 170.0 861 134.1 1759 170.0 861 117.3 1759 170.0 861 o ~ � m M LLI 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 161.1 1511 170.0 996 2 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 F- U 0p 0 63 in 170.0 930 170.0 746 170.0 1116 170.0 850 170.0 1302 170.0 940 156.6 1370 170.0 1015 1392 1370 170.0 1076 125.3 1370 164.0 1082 1 D4.4 1370 155.9 1072 89.5 1370 155.3 1070 78.3 1370 155.3 1070 a 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1248 170.0 1002 1361 1248 158-6 1013 121.1 1248 147.1 1000 108.9 1248 139.0 969 90.8 1248 130.4 978 77.8 1248 129.0 975 68.1 1248 129.0 975 �j Z o m = m z c • 72 in 167.8 1049 170.0 878 139.9 5049 1502 892 118.9 1049 132.1 875 704.9 1049 119.1 860 93.2 9044 109.7 840 83.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 912 820 524 1049 91.1 820 J mV J 3 u rQ a 76 in 1427 941 149.1 822 118.9 941 126.8 805 101.9 941 1112 791 392 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 757 59.5 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 J 1Z 78 in 132.0 854 137.6 783 110.0 894 116.9 767 943 894 102A 753 825 694 91.9 740 73.3 894 84.1 730 66.0 894 78.3 721 55.0 894 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 0 Q 90 in 85,9 671 BB.7 596 71-6 671 74.9 585 61.4 671 65.3 575 53.7 671 58.2 566 47.7 671 52.9 558 43.0 671 48.8 551 35.8 671 43.1 539 WT 671 39.7 531 26.9 671 37.9 526 Z Q N cn 9S in 70.8 5M 72.8 527 59.0 590 61.4 516 50.6 690 53.4 509 44.3 590 47.5 502 39.3 590 43.0 494 35.4 590 39.6 488 29.5 590 34.7 477 23.3 590 31.6 469 221 590 29.8 464 Q X Z 10B lit 49.7 466 50.8 421 41.4 458 428 414 35.5 466 37.1 408 31.1 466 329 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 466 23.5 382 17.8 466 212 375 15.5 466 19.6 370 U 0) LO-• CD QO 111 in 45.8 441 46.7 400 382 441 39.3 393 32.7 441 34.1 387 29.6 441 30.2 382 25.4 441 272 376 22.9 441 24.9 372 19.1 441 21.5 363 18.4 441 19.3 356 14.3 441 17.8 351 • M *of*- _ •••• 120 in 36.3 378 36.9 344 302 3T8 31.0 339 25.9 378 29.8 334 227 378 23.7 329 20.1 378 21.3 325 18.1 378 19.5 321 15.1 378 16.7 314 •• X • q '21.2 242 17.5 262 17.8 239 15.0 262 15.3 236 • N •• •••• ..� � O 0 • • ILS •°G°mp rco O •••� TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: ••p •�a 1•• m� ••• AnchorCapaclty Table(lbs) ANCHOR CAP. v m L • • SttCstrate 27K Corcre[e 15K Cox. Hollow CMU Flied CMU PTW0od Metl (DP„ )X X '"OY"•r)=ANCHOR CAP.. •••j•� aq• +p•��'7 ••• yi(p pup 1/411 SS Eko 5/16•Elco v4 SS Elco #t0 Steel #12 Steel #12 Steel MULLION CAP.,«,,,,. PROVU�1 REVISE1 • •••' Anchortype 3116"pcoUllracon v4`punt wacon 311E Elco Uitracon 1J4'E7couttracon UBracon AggreGator Screw G5 Screw Screw(G5} •• AnchorClip Patesms ulbaton A99 ( ) ( ' USE THIS FORMULA TO OBTAIN THE"ANCHOR as cc with the Florida Edge Distance pny 1" 2-112" 1" 2-1J4' 3-1/8" 1• 2-1/2" 1• 2-1/Z Z, 3-118" r 043' 0.54, 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Build g Coodd0 17-b63 A 1 0000 Emtedtnent n 13/4" 1314^ 1314` 1314" z• 1-114" 1-114' 1-114• 1-1/4" 1-114" 1-114' r 1-3r8• 13+0 vanHOA- o.es ACTUAL PRESSURE REQUIREMENT FOR THE tt - 2 Anchors @ 4.78'Mta O.C./Standartl or Offset Clip(Fig.1) 390 lbs 39D lbs 450 0s ago 07s 16U ft 270 lbs 280 Its 354 lbs 7401bs 374 lbs 664 021 946 Its 341 lbs 442 lbs 56o bs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration at-05/26/2021 ••• 4 Anchors @ 1.15"MIR O.C.Ts- (or Offset)Clip(rig.2}' 480 bs 700 lbs NJA WA NIA WA 38D bs NIA WA 141A WA NIA 6B2 bs sm bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED •• • 4Arlctmm @3"Min.O.C.1(2I2z5 An&Clips((Fig.4 780 b6 730 U 680 lbs 1560 Its 1896 bs 540 lbs SO bs 141A 760 lbs 748 bs 880 lbs 1892Ibs 6ti28ta 885 Its 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR Ily 3 Antos®0.5e MIR O.G I U-Cop,Wo.100•Munn(F1g.4X WA WA NIA WA NIA WA WA N/A WA N/A WA WA NIA WA 9501hs CAPACITY W H ICH MAY BE USED TO QUALIFY Miami- a roduet Control 1 Ane hor/F-Cip(Pig.Sar 195 b3 195 bs225 lbs 445 bs 822 ih 135 bs 140.Ips 177 lbs 3701b5 187 ft 332 los C3 170 bs 221 Its mo lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors Q 1.13'MIR O.CJ F-Clip(fig.q 240 IDs 350 Its NIA NIA N/A NIA I 10D bs NIA N/A N/A NIA WA 341 lbs 1 442 I11s 560 bs ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1.250" 1.250" ® ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® e ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ``tltlltttfr/J7j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE VGENs �� FIGURE 3: ) �. F SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.250" 3.250 Q.: ,t� ANGLE SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0 � e BEIUSEDST = �. : No.58705 - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND IN PAIRS. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM.C-90.WOOD SHALL « 1-4 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624 .624 0 5 ATE O !V FIGURE 4: FIGURE 5: FIGURE 8: 6063-T5 AND BE A MINIMUM OF.100"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND i /a 7-ORiD.P.. • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL s S ••• 0 ® ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 125•X 3.25"X.624" 125"x 3.25"x624" MULLION FOR MULLION FOR SHOAL ��\�` • ® ® #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. // 1 t I I 1 t 1 t t t FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MILLER,P.E. • FL P.E.#58705 i i TABLE IIA � U Mullion Capacity Table Abse) c= o$ N Opening Width(rorveRically-spanning minions)or Open Ing Height(for horizoitallyspanning Ind lions) y a Ps ;;I 50 in 64 in 70 in BO in 90 in 100 in g 120 in c mN^61 � 140 in 160 in -a ; _ z cWi wa Rectangular Tr E 3 a i b 8 126 X394 9 9 Rectangular TraplTriang. Rectangular Trap/Triang_ Rectangular Trap✓frieng. Rectangular, Trep/frang Rectangular Trapariang_ RD 11, Trap?nan_ Redan alar Tra 9 plTtian9 3 gAF <0 F Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load 9 9 PRda"9• Rectan alar Tra o 0 o z $ X_624 ng Loading Loading Loading Landing Loafing Loading Alum.Tube = _ r r Mullion W w w b W U U O U C r = w ' > Y r v a n a s li a.Wa w • • m �o o, m p W a p w a u 'v 'v 'u - 0 Z T-mi- p c �. n,o ma wa a W W R ■ v U.. .v ci v 3.r W W W da bU V•D U UV U �L � ,oc"3 3 o -9 o e `oP c e d U Uo U Uv c.S Uv U Uv U Uc" W WG a_ 5 c � 'a. `o � m v U U�., ry ` U a Nit - v c - ' f - � . b• k €i �r - ac ._.r • w w � & � W ��0 W� �z ga do �� z 42 in 170.0 620 170.0 435 170.0 744 170,0 478 170.0 868 170.0 506 170.0 992 170.8 519 170.0 1116 170_0 52[01 1240 170.0 527 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 W _0 _ 48 in 170.0 TOB 770.9 524 170.0 850 170.0 584 170.0 992 170.0 63D 170.0 1133 170,0 661 17 ,0 1275 170.0 671417 170.0 680 170.0 1700 170.0 680 170.0 1963 170.0 fi80 170.0 2267 170.0 680 J 50.625 in 170.0 747 170.0 563 170.0 896 770.0 631 170.0 1046 170,0 684 170.0 1195 170.0 723 170.0 1346 170.0 74494 170,0 756 170.0 1793 170,0 756 170.0 2092 170.0 756 170.0 1391 17Q.0 756 54 in 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1116 170.0 764 170.0 1275 170.0 803 770.0 1434 110.0 8371594 170.0 856 170.0 1913 170.0 861 170.D 2231 170,0 861 160.2 2403 170.0 067 O C.3 1' BO in 770.0 885 170.0 701 170.0 1063 170.0 797 170,0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594' 170.0 996771 170.0 1033 170.0 2125 170.0 1063 148.3 2763 170.0 1063 129,8 2163 770.0 7063 j 63 in 970.0 930 170.0 745 t70,6 1116 110.0 850 770.0 1302 770.0 940 170.0 1488 170.0 1015 110,6 1673 77CD a, 107859 170.0 1122 156.9 2060 17!10 1169 134.5 2060 T7Q.0 1171 117.7 2060 170.0 1171 J co ce) LU .. rn LIJ Z qr 66 in 170.0 974 170.0 789. 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1568 170A 1086 170.0 T753 170.0 1155945 170.0 1210 143,0 1966 -170.0 1275 1226 1966 170.0 1286 107,2 1965 170.0 1171 O72 in 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 7228 154.1 7734 170.0 1315734 169,8 1386 115,6 1734 155.9 1364 99,1 1734 150.4 1952 86.7 1734 150 2 1352 m = 0 J o Z 76 in 170.Q 1122 170.0 937 170.0 1346 170.0 1080 168.5 1566 170,0 1209 147,4 1556 165.2 1285 731.1 1556 151.5 7265 117.9 1556 141.3 1251 953 1556 126.3 1229 842 1556 1223 1219 73.7 1555 121 2 1216 an J 9 rV 3 O12 A Z 781n 170.0 1161 17D.0 967 170.0 1381 170.Q 7116 155.9 1477 169.3 1245 136.4 1477 152.0 1224 121.2 1477 139,1 1206 109.1 1477 129.5 1191 90.9 1477 116.9 1169 T7.9 1477 !10.8 1168 682 1477 109.3 1154 90 in 1420 1110 746.5 986 118.4 11t0 113,9 968 701.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 87.5 922 71.0 7110 80.7 910 59.2 1110 71.3 891 50.7 1110 65.6 878 44.4 1110 62.7 870 ° Q � Zs Z coNQ 07 96 in 17,0 975 120.3 872 97.5 975 101.5 856 83.6 975 88.3 842 73.2 975 78.5 629 65,0 975 71.2 817 58.5 975 65.4 607 48.8 975 57.4 789 41,8 975 523 776 36.6 975 40 3 707 S Q Z N (3) 108 in 82.2 771 84.0 696 68.5 771 70.7 685 58.7 771 61.3 674 51.4 771 54.3 664 45.7 7T! 49.0 656 41.1 771 44.9 647 34.9 777 38.9 632 20.4 771 35.Q 621 25.7 171 32.4 612 U F x ` 111 in 75.7 730 T7.3 661 63_t 730. 65.0 650 54.1 730 56.3 640 47.3 730 49.9 631 421 730 45.0 622 37,9k731b4lL,1 31,5 730 35.6 600 27.0 730 31.9 689 23.7 730 295 581 • Qgc •120 in 39.4 624 61.0 569 49.9 624 512 580 42.8 6Z4 44.3 562 37.5 624 39.2 Sao 33.3 624 35.3 537 30.0 Z5.0 824 27 7 519 214 624 24.6 509 18.7 624 22.5 501 ••Edi 4.C1 • ••1441n 34.7 433 35.! 400 189 433 29.4 395 24.8 433 15A 390 21.7 433 224 385 19.3 433 20.0 381 97.3 X • Y `• TABLE 11B •• •Q 0 p• •I 4 9 • •05 (q. •i AnchorCapaclty Table Qbs) ANCHOR CAPACITY ADJUSTMENT FORMULA- +'a•� a is: .6©m0• ••• Stittstrate 2.7k Concrete 951t Com Hallow CMUto U .� �� • FBtedCMU PTWO0r1 Metal [IDP X\ANCHORCAP•,,w�°s _Anchor type: iris"F1co UttracOn 114"Etco Uluacon s1s^Elco 3116'Elco u0raeon 1!4°EOcounracon 114"SS FJco 5/147 taco v4^SS Elco #t0 Steal #12 Steel #12 Steel ) `MULLION CAP_,,,D, ) ANCHOR CAP.�aAnchorC6pPatSems - UOracon AggreGaor Uibacon AggmGator Screw(G5) Screw(W) Screw(G5) PROQ ��REVISE EOge 0lstartce pnz 1" " 2-U2' 31!18 Y 2_712 p gi/g r oma, o p�� E THIS FORMULA TO OBTAIN THE"ANCHOR as eoatn�7yq'ng•with the loridaEmbeanent(Ink 1314^ 13&.r 114^ t3r4^ z^ 1-it4^ t-vx t 114^ 1 v4^ t 114^ 1-ir4" r PACITY REQUIRED"CORRESPONDING TO.ANBuildi�tg Codd2 Ancbas 4,75•Min O_C.r start=crOffset 13&8^ 13&5" varies CTUAL PRESSURE REQUIREMENT FOR THE NOA-Vo. . 17-06SU:71 • • @ CNP(Flg 11 390 IDs 39Q 88 450Ibs. 890lbs 1644 ibs 270 lbs 280 Ibs 's54 Ifm 7401bs 3174Ibs 664 D]5 946 341 075 442 IDB 560 Das • 4Amhors 1.15°Mlit O_C./SlAndard onset OPENING,WHEN IT IS LOWER THAN THE MULLION • •••• (a )C6p(Rg 2} 48D Ots 7001bs NIA NIA NIA _N/A 360 lbs WA WA N/A N/A WA 6620x5 885 Ds t720I� E?xpira4l4,Date / q • 4Anc hors 47 Min-O.C./(2)2c5 Angle Clips I(Flg 3) 780 lbs 7&? US s80 Ibs 15W 8a 1696 lbs 540 bs 560 IbS WA 760 ib5 748 Ibs 880 ft 1892 67s 6821bs 88,its i1201he CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION,IT WILL YIELD A MINIMUM ANCHOR By ••_• 4Archors 0.54"MIR O.C.!U Clip,into.100 Ap&n (Fig 4} N/A NIA NIA WA NIA N!A NJA NIA NIA N/A WA WA NIA NIA 1267 itB t AiSehor!FClfp(Fig 5} 95 tbs 195 lbs 225 lbs 445 IDs 8221bs 1351bs 740 Itis 177 ft 370It15 T87Ibs 332 ma g731pe . 170 Ips 221 Itg 280 CAPACITY WHiCH MAYBE USED TO QUALIFY Miami a roduet Control 2 Anchors @ 1.16'Min O.CJ F-Clfp(Ag.%H40 lbs 350 Its NIA NIA WIA NIA 190 61s NiA WA WA NIA WA 341 Ibs 442 Ips 560 ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2 FIGURE 1: FIGURE 2: 1250° TABLE NOTES: 0 0 � o ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `111111111/// 2)LINEAR INTERPOLATION BETWEEN MULL.LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3:. �� t�� •• /ff cif ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.34° �� . 410ENS� •�f<1 CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS � o ® o ® BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * : No.58705 - - - IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =-g - FIGURE 4. FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 4790.WOOD SHALL Z BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r ! e i 0 g TE O \ 6063-T5 AND BEA MINIMUM OF.100°THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624"EE .!cCORipP. o .045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST. THICK AND A36.ALL ......• �� • #10&#12 ANCHORS INTO OW OD MAY BE STEEL, 18-8 S.S. R 410 ANCHORS INTO METAL SHALL EXTEND AT LST 3 SCREW �S,S.BOND THE MATERIAL NAL #10 1.25'X 3.94"X.624' I I l e - MULLION A LYNN MILL LER,P.E. FL P.E.#58705 I 9 j TABLE12A w C O q S W g Mullion Capacity Table(lbslit�) e r vb og Opening Width(for vertically-spandrg mditons)or Opening Height(for horizontally-spanning mullions) s 3 $ o 50 in 60 in 70 in 8o in 90 in 100 in 120 in 140 in 160 In a Wyl 3 o r ga a m-C = am Rectangular Tmp/Tdang. Rectangular Trap/Tdang. Rectangular TralMang. RectangWar Trap/Tdang. Rectangular TraplTdang. Recfangular Trep/Tnone. ReCtattgWar Traplydang. RactangWorda Tra Recten lar TFap/rdang. E pR � 1u v_s� 2 x 4 x 25 Loading Loading Loading Loading Loading Loading Loafingdi Landing Loading Loading Loading Loading Load ni; Loading Loading Loading Loading Loading a 6 z A[utn Tube z z i~ ri 3 & P Pa r _ i a a a 2' P 2r x 2^ ® o V 1S Al1UIIItx1 v U v a v V a U a aB n pq n n 0.13 Q '° a a2 a SA K as 8 a� $ a� a }ia a $� no a � c a8' �p ((pp qq{{ G qI 1q tp g4 �p G y�p4 cy 1p 11pp G 1p 1Q G q q ry lq ry q G 1Q qq G 0 �p El- 8 to U (7 9 C7 tl U 9 (J U C U V 9 V_ U S V V 9 V CJ gg U C7 9 U • C7'C U U to U C7 C CJ C7 y � t `o t5 t° � !f�' $ e ! 115.� c $ • c� E (ff 6 @ _C t5� $(� E m e $° °�' ° N S S E' �f $ o N- t5 lit o rix �� $ 9 V L C L L L C O^ L '_�+G C t 5 L s o L 9 L L 12 IC J u fi 3 V tl 3 1 g a C r3 c 9 Fq '5 .5 q c F q !D S .�� r2 G� �- �G �G do a o: anc a� as Z tmn�xm 1- W 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 1700 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 '170.0 521 170.0 1983 170.0 521 W 0 LU - 48 in 170.0 708 -170.0 524 1 170.0 850 -170.0 564 -170.0 .992 _170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170,0 1417- 170.0 680 170.0 1700 1 1170.0 680 170.0 1983 170.0 660 170.0 2267, 170.0 680 _ _J _ W 50,MSin 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 17911 170.0 756 170.0 2092 110.0 756 170-0 2391 170.0 756 54 In 170.0 797 170-0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170-0 1913 170.0 861 170.0 2231 170-0 861 170.0 25511 170.0 861 W C) 60 In 170.0 GM 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 996 170.0 1771 170.0 1033 1704 2125 170.0 1063 1170.0 2479 170.0 1063 160.8 ?6!!a 170.0 1063 G 123 M W 83 in 170.0 930 170.0 745 170.0 1116 170.0 850 170,0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1159 166.7 2553 170.0 1171 145A 2553 170.0 1171 � Z w se in 170.0 974 170.0 769 170.0 1169 170.0 903 170.0 1364 170.0 10M 170.0 1558 170.0 1086 01.0 1753 170,0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 1329 2437 170.0 1286 O � B m = 72 m 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 WA 2184 170.0 1488 124.8 2184 170-0 1529 109.2 2184 170.0 1530 � z 0� u 't 76 in 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170-0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 146.6 1960 170.0 1505 123.8 1960 161.5 1548 WSJ 1960 154.0 1535 929 1960 152.7 1531 N j Uj� � m0 D-3 5 �z 78 in t70.0 1151 170.0 967 170.0 1361 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 IM 152.7 1861 170,0 1474 137.4 1861 163.1 16M 114-5 1861 147.3 1473 982 1861 139.6 1459 85.9 1861 137.8 1454 p Q Uj n Q J r r 90 in 170.0 1328 170.0 1144 149.1 1398 156.0 1219 127.8 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 1102 1162 89.5 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 55.9 1398 78.9 low Z Z J Q G7 96 in 147.4 1229 151.5 1098 122.9 1229 177.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 824 1016 611.4 1229 722 993 52.7 1229 65.9 977 46.1_ 1229 62.1 967 �' Q Z (9 _2 ii 00 m 108 to 103.5 971 105.8 877 85.3 971 89.0 862 74.0 971 772 849 64.7 971 68.4 837 57.5 9711 61.8 825 51.8 971 56.5 815 43.1 171 49.0 798 37.0 971 44.0 782 324 971 40.8 771 U • d O 111 in 95A 919 87.3 832 79.5 919 81.9 619 68.1 919 70.9 806 69. 919 629 794 53.0 919 86.7 784 47.7 919 51.6 774 39.7 919 44.8 766 34.1 919 40.2 742 29.8 919 37.1 732 � � � _ � *Goo . , X • Y .' 120 in 75.5 786 76.8 716 62.9 786 64.5 705 53.9 766 55.8 695 47.2 786 49.4 686 41.9 786 44.4 677 37.7 786 40.6 668 31.5 786 34.9 653 27.0 786 31.0 641 23.6 786 28.4 631 ••$ •• • •• • 144 in 43.7 546 M.2 504 38.4 546 37.0 498 31.2 646 31.9 491 27.3 546 282 485 24.3 546 25.3 479 21.8 546 22.9 474 18.2 546 19.5 464 15.8 546 17.2 455 13.7 548 15.5 448 ••~ fJ X �j • (V O O •••• TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: ••>• �� • COit • AnehorCapecity Table(Ibs) •a' - • m0� ••• Substrates 2.7k Concrete 3-5k Cone. Hollow CMU FIIedCMu PT Woad Metal (DP�°)X(ANCHOR CAP., , ,,�1 ANCHOR CAP. ••� a ,�• �� • • - /_ • o m o:� ' ••• 516"Elco 1/4"SS Elco916'Eko V C SS Etco #10 Steel #12 Steel #12 Steel \MULLION CAP._ �- +••• Allton Type 3118 Ecco Utttacon V4"Eko Utracon ultmon 3/16•Elco UBracon ve"FJcoUlbacon AggreGator Ultracal A ttor Screw(W) Screw screw USE THIS FORMULA TO OBTAIN THE"ANCHOR • AncharCiip Patlrems 9g� (�7 t� PROA�JCT.REVISEp Edge Cistance onr 1^ 2 V2' 1" 2-v2' 0.1/6• r 2-vr 1" 2-11Z r - 3-1/8" r 0- asa^ 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN as eotnpirni!with the Florida • Embedment n) 1314" 1314" 1310^ 13'4" 2• 1-v4" 1-V4" 14/4" 1-1/4^ 1-11/4" 1414^ z 1316• 13x8• vanes ACTUAL PRESSURE REQUIREMENT FOR THE Build g coodd40 •'•• 2 Anchors C 4.75"Min O.C.I Standard or Offset Clip(Fig 18:2): 39D ibs 390 Ibis 450 DS 890 lbs 1644 DS 270 lbs 250 lbs 354 8u 740 lbs 374 lbs 664 lbs 946 lbs 341 Ins 442 lbs 560 its OPENING,WHEN IT IS LOWER THAN THE MULLION NQA-Vo. • 7-�� •71 •: CAPACITY FROM THE TABLE OF THE SELECTED •••• 4 Anchors @ 2.68"Min O.C.I Standard(or Orbeb)dip(Fg 3): 740 lbs 740 lbs 630 lbs 1485 Its 1424 lbs N/A 560 itis NIA 695 lbs NiA 680 lbs WA 682 it» 685 Ila 1120 8a ( ) Expiration Date OSl 440,21 • SAmhors Q 1-71"Min O.C.I Standard(a offset)Clip(Fig 4) W5 lbs C050 1_0 758 lbs 19461 s NiA N/A 705 tis NIA 790 lbs N/A WA N/A 1022lbs 1327 lbs 1680 Itis MULLION.IT WILL YIELD A MINIMUM ANCHOR -•�--r- 4Anchors @ 3"Mh O.C./(2j 2K5 Angle Clips/(Ag.4 78D lbs 7 bs 680lbs 1560 lbs 1896 Ors lbs 5601 NIA 760 M9 746 Ors 88D Itis 1692lbs 682ID5 805 Its 112D lbs CAPACITY WHICH MAY BE USED TO QUALIFY gy 6AnChols @ 5"MIL O.C.1(2)W Angle Clips/(Fig 67: 11701bs- 1170 His 1020 Itis 2340 8s 2844 lbs 81 W05 NIA 114D� 1122 lbs 1320 Ibs 2838 IbS 10221bs 13271DS 1680 Its ADDITIONAL ANCHOR OPTIONS FROM THE Miam Da Product Control 3Afrtars 1.34'Mtn.O.C.l U CFQ,Into.126'Alum.(Flg 7) N/A WA NIA N/A N/A NIA WA N/A WA N/A WA WA N/A NIA 10731 ANCHOR CAPACITY TABLE. 6 Anchors§0.64"Mln.O.C.1 UCiip,into.125"Alum.(Fig.8): NIA WA NIA WA N/A NIA WA N/A WA NIA WA WA N/A WA 2t Os 2 Anchors 260"Min O.0 1 F�Op(Fg 9j 37(1 lbs 370 Its 315 Bas 7431bs 712 roe NIA 280 Ibs NiA 348 Its NIA 44If lbs NIA 341 lbs 442 5601DS I SAnctns 4@ 1.71"Min.O.C./Flip(Fig.10): 443Ibs 525 lbs 379IbS 9731tis N/A NIA 3531bs NIA 399 tb6 NlA WA WA 511 fOs 6611bs 840114 NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. i FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • TABLE NOTES: 2.000" `ylttttfl/, ) • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR • • • • • GENERAL INSTALLATION METHODS. `i�.`�0.• 10Ely N�j��i FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �y • • • • 2 " 4.000" - * : No.587pg -_ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23,HOLES TO BE DRILLED IN >�= • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE -Q tSAP1TE0 LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FiLLED CONCRETE BLOCK UNIT �` • • • IE (FIGURES 5&6) -(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ii�ss/ • • • MU N PBA�RUS EDALUMINUM SHALL BE 6063-T5 AND BEA GAUGE).STRUCTURAL STEEL TO BE ATMLEAST.2 INIMUM O THICK AND A36F.125*THICK. TALL ANCHORS NTO METAL SHALL EEL STUDS TO BEA MINIMUM DEXTEND AT�LEAST SCREW X4"X 25"MULLIQN �,,AN M E �THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN IUELLER,P.E. ' FL P.E.#58705 1 L] TABLE 13A w Mullion Ca achy Tablesite =6i o �2 H o�B Opening Width(for verticafly-sparining mullions)or Opening Haight(ion 1101tizArltaty-spanning mlAlioils) a `� As E o 50 in 60 in 70 in 80 In 90 in 100 in 120 it 140 in 160 ine im 3 i Rectangular TrapJTriang. Rectangular Trap/Triara Rectangular TrapfRiang. Rectangular Th#Tdang. Rectangular Trep/Tdang. Rectangular' Traprrdang. Rectangular Trap/Triang. Rectangular TraplTriang. Rectangular Trap/Triang °g 2 x 6 x.25 Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading - 3 q S= Alum.Tube a a a a a z a a a'Z 73.. c-SLO G'�4 U�mMYlIOn aW vCWL b UW CL CL G u v4Na d.-2L�� T�Wa ga �u�c•' u 'S ev aum IL c UW Um 5 UU Ua Uv U� U V Uv m 04 E 0O U C rLir°� - H� �s�a 2c �1 UJQ� � g 0. ga He a >Y fcQLU Z U.1 42 in 170.0 820 170,0 435 170.0 744 170.0 478 170.0 888 170.0 SW 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 17MO I 1983 170.0 521 W Z 48 in 170.0 708 170.0 524 170.0 850 170.0 584 17D.0 992 170.0 630 170.0 1133 170.0 681 t70.0 1275 170.0 677 170,0 1417 170.0 680 170,0 1700 170.0 680 170.0 1983 170.0 680 170.0 2267 170.0 680 _j 50.625 it 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170,0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 756 170.0 2381 170.0 756 W Z LLJ CD m 1- 54In 170.0 797 170.0 612 170.0. 956 170.0 691 VDA 1116 170.0 754 170,0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 881 170.0 2550 170,0 861 _j M a W 60 In 170.0 885 170.0 701 170.0 1003 170.0 797 170,0 1240 170,0 878 170.0 1417 170.0 944 170.0 1594 170,0 06 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170.0 2833 170.0 1063 < tp U 03 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170,0 1171 170.0 2875 170.0 1171 Z t� WIn 170-0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1286 0 Z (n z m Z a =U C72 In 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 We 170.0 1125 170.0. 1700 170,0 1228 170.0 1913 170,0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 ,8 iU • °� Q 1 76 in 170,0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170,0 1505 170.0 2692 170.0 1829 170.0 3140 170,0 11694 170.0 3589 170.0 1705 • •J Q o ��Z ••••• "E 78 in 170.0 1151 170.0 967 170,0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 470.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1796 •VO F- J *• 0 v = •• 90 in 170,D 1328 170.0 1144 170.3 1504 170.0 1328 170.0 1859 170.0 1498 I 170.0 1 2125 170.0 1653 170.0 2391 170,0 1793 170.0 2656 170.0 1918 170-01 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.D 2361 •«� _j N CO ••••• Z 98 N 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1794 170.0 25W 470.0 1952 170.0 2833 170.0 2095 160.0 3199 170,0 2338 137,1 3199 168.5 2470 120,0 3199 156.1 2428 • I- m P Q •••• L3 <0 U.) • 108 in 170.0 1594 170,0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 25W 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92 7 2781 1111.0 2190 • A N Q o 00*0 111 in 170.0 1838 170.0 1454 170.0 1966 170.0 1700 170.0 2283 170.0 1932 170.0 2621 170,0 2149 151,8 2632 162.3 2245 136,6 2632 148.4 2216 113.8 2632 128,4 2186 97.6 2832 115.1 2126 85.4 2832 108.3 2096 •N •r x 004 •i•• T t0 • 120 in 170.0 1771 170.0 1586 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1584 120.1 2252 1272 19W 108.1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1836 67.6 2252 81A 1808 •� •H X j ••••• • t441n 125.1 1564 126.8 1445 104.3 1564 106.1 1425 80.4 1564 91.5 1407 78.2 1564 80.7 1390 68.5 1564 72.3 1373 626 1554 65.7 1358 52.1 1584 56.0 1330 44.7 1564 49.2 1305 39.1 1584 44.4 1263 i Q CV Q •0 Q •• • Q o .z�i0 U) ••••• TABLE 130 ANCHOR CAPACITY ADJUSTMENT FORMULA: • m• �c • Anchor Capacity TableObs) ANCHOR CAP. m • m • 6 ivy •••• substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal (DP.)X\ fl 0P"° }=ANCHOR CAP_ � e•�� • a 5116"£loo t/4•'SS Elco 5116'Eloo 1/4"SS Eko 1110 Steel #12 Steel #12 Steel `MULLION CAP."",,r"b PRODUCT REVISED Anchor Type: 3/16`Elco Ultracon 1/4'Elco Uttracan 3116"Elco Uliracon 114'Elco Ultracan _ Ulttacon AggreCator Uttracon ApOraGator Screw(G5) Screw(6551 Screw(65) USE THIS FORMULA TO OBTAIN THEANCHOR as complyingwith the Florida Anchor Clip Patterns Edge Distance(in}: 1" 2-1i2' V 2-1/2" 3-1/8' 1' 2-in" 1' 2-1/2' 2' 3-118" 2' 0.48" 0.54" 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Building Code Embedment(Iny 1-314" 1-/4• 1-3/4' 1-3/4" 7 1-1/4' 1-114' 1-I/4" 1-114• 1-114• 1-114" 2" 11W I-We" usdes ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.11 2 Anchors Q 4.75'Min.O.C.1 Stardard or Offset Clip(Fp.1&2): 390 lbs 390 tbs 450 lbs 890 lbs 1644 ibs 270 lbs 200 lbs 354 lbs 740 lbs 374 lbs 664 lbs 946 lbs 341 lbs ' 442 Ibs 550 ibs OPEN ING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05!26/2021 4Anchors 4.68"Min.O.C./Standard(or Oifset)Clip(Fig.3): 780 lbs 780 lbs 900 lbs 1780 lbs 3232 bs 540 lbs 6130 lbs 708 ft 1480 lbs 748 lbs 1272 lbs 1892 lbs 682 lbs 885 lbs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anrhora f.7f"Min.O,G/Standard(or Otfset)Clip(Fig.4): 1180 lbs 1400 ibs 1010 lbs 2595 lbs WA WA 940 lbs N/A 1065 bs N/A NiA WA 1363 lba 1770 lbs 2240 lbs MULLION.IT WILL YiELD A MINIMUM ANCHOR By 4 Anchors 3'bin.O.C./(2)2x5 Angle Clips!(Fig.5): 780 bs 780 ba 680 ibs 1560 lbs 1896 ars 540 lbs 560 lbs NIA 760 Ibs 748 lbs 880 lbs 1892 The 682 Ibs 885 Ibs 1120 Ibs CAPACITY WHICH MAY BE USED TO QUALIFY Mia a Product Control 8 Anchors 3"twin,O.C./(2)2x5 Angle Clips/(Fig.8): 1560lbs 1560 lbs 1360 lbs 3120 Iba 3792 be 1080 The 1120 Ibs N/A 1520 lbs 1496 be 1760 bs 3764 lbs 1363 lbs 1770 lbs 2240 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anchone @ 1.5"Mad.O.C.1(2)2x5 Angle Clips/(Fig.7): 16601bs 2100 lbs 1440 tbs 3780 Ibs IIA NIA 1320 lbs NIA 1500 lbs NIA NIA NIA 2045 Ibs 2654 bs 3360 bs ANCHOR CAPACITY TABLE. 4 Anchom @ 1.34"Min.O.C./U-Clip,into.125"Alum_(Fig.8): NiA WA NIA NIA N/A WA WA NiA WA NiA WA WA WA NIA 1430 Ibs 8 Atwhors @ 0.64'Min.O_C.l 11-Clip,krt0.125"Alum.(Fig.9): WA WA WA WA WA WA NIA WA WA WA WA NIA WA WA 2661 Ibs Fes- 2.000"-#I 2 Anchors @ 4.68"Min.O.CJ F-Cflp(Fig.10Y 390 Ibs 390 Ibs 450 lbs 8901bs 1616 Ibs 270 Ibs 280 Ibs 3549 740 lbs 374 bs 636 the 946 bs 341 Ibs 442 bs 560 bs 4 Anchors @ 1.71'NrL O.CI F-Clip(Fig.11); 590 Ibs 700 Ibs 505 Ibs 1298 lbs NIA WA 470 Ibs WA 533 lbs WA WA WA 682 bs 885 Ids 112D Ibs .250" NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ♦ • • • • • ♦ • •• • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Q !ice • • • •• • �i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q�•' 4 SF •.lam • • • •• • 6.000° , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS = * : No.58705 • • • • • ' '• • • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5:- - FIGURE 6: _ -FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - - - ANGLE _ _ _ - - • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED ,� S ATE O (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED i Fs•'•c4OR1DP.: • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" is G �� MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO /;��IAL 1E0 • • • ♦ • • ♦ • USED IN BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW1 1 PAIRS. 2"x 6"X.28" A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 • � � ill TABLE 14A 0 Mullion Capacity Fable IbslWF��l z S R§ Opening Width(tartertically-spanning migions)or Opening Height(for horizon?ally-spattring mullions) o �. $ 50 in 60 in 70 In 80 in 90 in 100 in 120 in 140 In 160 in Rectangubr T n Rectangular Ira Hang. Recta ular T Hang Rectangular Trapfrriart9• Rectangular Tra ri Rectangular Tra ria Recta ular Tra Tria Rectan ular 7 v S 5 9 rWT•arg• pf ng raplT ng P�a+t8• ng PrT rg. n9 pl ng. 9 raplrnarg. Rectangular Trap!Triang. / &o m z W 1.26"x2.11 Loading Loading Loading Loading Loading Loading Loading LoadN Loading Loading Loadug Loading Loading Loading Loading Loading Loaclirg Loaotng we " x.126"Alum ,. U .. �� L z�s �., Z �� i •a � ia uaa a Z"i � � � a LOTube Mull a A & .8 FLJ3 n 9L da a a ° C14� Z3 -a � � UIs 12 L 7 a� 5 _ 9 1 t u d 75 � Of d W�K r w 42 in 144.2 526 167.0 428 120.2 525 148.91 419 1 103.0 525 138.9 414 190.1 1 526 134.61 411 80.1 528 1341 411 1 721 525 134.1 411 60.1 526 134.1 411 1 51.6 526 134.1 411 45.1 526 134.1 411 LU 48 in 96.6 403 108.0 333 80.5 403 94.7 325 69.0 403 66.4 320 60.4 408 81.4 317 53.7 403 79.1 -315 48.3 403 78.6' 314 40.3 403 78.6 314 34.5 403 78.6 314' 30.2. 403- 78.6 314 J -� 50.625 in 8Z3 362 91.0 301 68.6 362 79.3 294 58.8 362 71.9 289 51.5 362 67.2 266 45.7 362 64.6 2S4 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 25.7 362 63.5 283 D- _ 54 in 67.8 318 74.1 267 56.5 318 64.2 261 48.5 318 57.7 256 424 318 53.5 253 37.7 318 50.8 750 33.9 318 49.5 249 2B,3 318 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 W CD o ~ co C) U) LU 601n 49.5 258 53.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 247 258 334 203 20.6 258 32.2 201 17.7 268 322 201 15.5 258 32.2 201 Q U c0 63 in 427 234 45.8 200 35,6 234 39.1 195 30.5 234 1 34.7 192 26.7 234 31.6 189 23.7 234 1 29.4 186 21.4 234 28.0 184 17.8 234 1 26.6 1 183 15.3 234 26.5 183 13.4 234 26.5 163 O LU Q 7 66 in 372 213 39.4 183 31.0 213 33.7 179 26.5 213 29.6 176 232 213 27.0 173 20.6 213 25.1 170 18.6 213 23.7 169 15.5 213 222 167 13.3 213 Z20 166 11.6 213 22.0 166 Q z (/) c m = Z 72 in 2 179 30.1 156 23.9 179. 25.6 152 20.4 179 225 149 17.9 179 20.3 147 15.9 179 18.7 146 $ C 08 � J g 8.6 • >b`• a O 76 in 24.3 1B1 25.4 140 20.3 161 21.8 137 17.4 161 19.0 135 15.2 161 17.0 133 s 78 in 225 152 23.5 #33 1&B 152 19.9 131 16 1 152 17.5 128 • to • ~ 0• N • • • TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: • 7 00000 Anchor Capacity Table(lbs) X ;Z ��O •••• ANCHOR CAP.n,,,,v.,, _ Substrate- 2.7k Concrete &5k conc. Hollow CMU FMW CMU PT Wood Metal (DP_)X ANCHOR CAP- • •r- m 5116°Eko 1/4'SS Eko 5116`Eko 114"SS fico 410 Sled #12 Steel #12 Stew MULLION CAP.,„,,,,E 0000 Andra Type 3!ts'EfCo Ultracm 1!4 Elco Uttrarm Macon 3/t6"Elco Utnacon t14 Eko Ultracon A99reWcr Uitracon AggreGator Screw(G5) Screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR •4 } X 004• Y ••••0 Anchor Clip Patfiems Edge Distance(ink 1" 2-110 1^ 2-11Z 3-116" 1" 21/2" t" 2-1/2' 2" 3-118^ 2' Ez48" 0.5d' 0.324 CAPACITY REQUIRED"CORRESPONDING TO AN . m .• Embedment(Ink 131a' 1314" 1 4 13/4 2 1 t/t t-t14" 1-t/d' 1-v41414' 1-111f2" is s" 1-re, vanes ACTUAL PRESSURE REQUIREMENT FOR THE C� Q •• 4 Ancrnrs s^AAaL G.C_1(2)WAngle Clips 1(Fig.tk 'A ttn 780 IDs 660lbs 15M lbs 1896 Ins 540 Ins 5641bs WA 760 tbs 7491h; 660 its 1692Ips set Ds 685 lbs 1x30 les OPENING,WHEN ITIS LOWER THAN THE MULLION • (7 �- Z O O - CAPACITY(FROM THE TABLE)OF THE SELECTED • >- :9 00000 MULLION_IT WILL YIELD A MINIMUM ANCHOR ; (L 2 m m'Qom. •0••; CAPACITY WHICH MAY BE USED TO QUALIFY V 8 • o• • �&� • ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 TABLE NOTES: By Miami-ft roduct Control 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - 1'266"� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 125" I 1 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED LYN� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r i� 25" YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.1 OCENSF'•.. THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 211"X.125'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) N0.58705 ' THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S.OR 410 S.S. = 13 0 . Sg tv 70NAL A. L+NNJNI1LIL P.E. FL P.E.#58705 TABLE15A ynr � ¢cNog Mullion Capacity Table(IbsMl?) Z.0 o X r-Ir Opening VVidth(for ver ica*sparreng mUffons)or Opening Height(for horiz xta*sparrirg rMUllons) • =g" mro �70uw< 50 m 60 In 70 in 80 in 90 in 100lc 120 in 140 in 160 in o F m d>8 Rectangular TraplTriang. Rectangular Ttap/Tdang- Rectangular Trap/Tdang. Rectangular Trap/Tdam. Ractangrdar Trap/Tdang. Rectangular Trap/Triang Rectangular Ttaprhlang. Rectangular TrapMang. Rectanpufar Tra"ang. = e z 3.26"30 Loading Loadirg LoadinD Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Loading Loading Loadarg Loading U DEG.AL BAY MULL c a m n .� •-• o n.. o o `o '8 T>.•. '� 'II.. -S •a o Ti�. •a 'ti.. v c.. •B�. LO j m R 16 Q Q m m a R b m R W R a R m m R 6/ q W o 114 m m a R R R Y1 A R n R a n O. B. a s a n n n.o O. a n n�L. a. a n a n nom. �.a a )°i c n a o. a a �. @ a s N G m m C m m 4 m R m R G R G vC crsy• {Y L".b O fY civ`.. ci C $'-� u, u,p� v_� o1-v3 u C tuE u UL v u+- c1-i7v oOmCLR F3'+ m Lm•� o G R R E m EG m G Ip G U4 27SE LE t•B Z3 L L 7, o L y/ ®� 0 ' uCOm ' a � 0 dhrW LU c -1 3 G . W z 4� �� drK W N Q 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170,0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170,0 1240 170.0 521 170.0 1468 170.0 52t 170.0 1735 170.0 521 149.1 1740 170.0 521 � J U) 48 in 170.0 708 170.0 524 170.0 850 170.0 584 1170.0 992 170.0 630 170.0 1t33 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 680 114.2 1522 170.0 se0 = U CD 5U.625in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 11345 170.0 747 1642 1443 170.0 756 138.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 W O o 54 in 170.0 797 170.0 612 170.0 956 170.0 6911 170.0 1116 170.0 754 170,0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 861 103.1 1353 170.0 861 90.2 1353 170.0 861 Q m ill Ell in 170.0 885 170.0 701 170.0 1063 170.0 797 167.0 1218 170.0 678 WA 1218 170.0 944 129.9 1218 159.8 936 116.9 1218 1521 924 97.4 1218 146.1 913 83,5 1218 146.1 913 73.1 1218 146.1 913 a) C)C? W z 63 in 1700 930 170.0 745 f70.0 1116 170.0 850 1502 1150 168.8 933 131-4 1150 153.0 914 116.8 1150 14" ON 105.1 1150 134.2 885 87.6 1150 126.7 871 75.1 1150 126.2 870 65.7 1150 126.2 870 p U.1 Q p 11 6 m 2 t 661n 170.0 974 170.0 789 1524 1048 165.8 881 130.6 1048 148.6 864 114.3 1048 133.1 850 101.6 1048 123.4 839 91.4 1048 118.6 830 76.2 1048 109.4 821 65.3 1046 108.2 818 57.1 1048 1082 818 in Z = v c() a+ ....1 c•• m 8 0 72 in 140.6 NO 147.9 764 117.4 660 128.0 748 100,6 880 110.8 734 88.0 880 100.0 722 78.2 880 92.0 712 70.4 880 862 703 88.7 850 792 693 50.3 880 76.5 SW 44.0 860 76.4 668 • N -3 io • mo •A < o•• • rrZ •i•�• 76 in 119.7 790 125.1 690 99.8 1 790 106,4 676 05.5 790 93.3 1 663 74.8 790 83.9 652 6115 790 76.9 643 59.9 780 71.7 635 49.9 790 1 .1 624 42.8 790 62.1 679 37.4 780 61.5 617 • R ti i • 78 in 110.8 750 115.5 657 92.3 750 98.1 644 79-1 750 85.9 632 69.2 750 77.1 1 621 61.5 750 70.6 612 55.4 750 65.7 605 46.2 760 69.4 594 39.6 750 66.2 688 34.6 750 55.5 586 ••� Q • ••• 901n 721 563 74.4 500 50.1 563 629 491 51,5 563 54.8 483 45.1 563 46.9 475 40.1 563 44A 463 36.1 663 40.9 462 30.0 563 36.2 452 25.8 563 33.3 445 225 563 31,8 442 • m • • LLI m•• 0D CO •(,••� 96 h r38.4 495 61.1 443 49.5 495 51.5 435 424 495 44.8 427 37.1 495 39.9 421 33.0 495 36.1 415 29.7 495 332 409 24.8 495 29.1 400 21.2 495 25.6 394 18.6 495 25A 390 •� � Ijj i � 0 m� i 108 in 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 391 27.6 337 23.2 391 24.9 333 20.9 391 228 328 17.4 391 19.7 321 14.9 391 117.8 315 t• W rn p •s••• •� or W .•.• Y •j.. 111 in 370 392 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 228 316 19.2 370 20.9 312 16 0 370 118.1 305 •aQ •� U)120 in 317 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 t9.0 317 19.9 276 16.9 317 17.9 273 cO Q•0 •• I"In 17.6 220 17.8 203 • } $ :Z�� •�.••• TABLE 156 • a •S a . m Tp • ANCHOR CAPACITY ADJUSTMENT FORMULA: •$ �. � �•• �m� •r•• Anchor Capacity Table Ibs ANCHOR CAP, o , Substrate: 2,7k Concrete 3.5k Conn Hollow CMU Filed CMU PT Wood Metal (DP„.)X t ) =ANCHOR CAP. MULLION CAPPRODUCT REVISED 5/16"Elco 1/4•SS Elco 5/16"Elco 1/4^58 Elco #10 Steel #12 Steel 912 Steel Anchor m,,,,, Anchor Type: 3116"Elco Macon 114"Elco Ultracm 3116"Eloo Ultracon 1/4"Elco Ultrecan as complying with the Florida Anchor Clip Patterns Uitracan AgpreGator Ultracan AgpreGasor Screw(G5) Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Building Code j Edge Distance Qn): 1" 2-12" 1' 2-11/2• 311/9^ 1• 2-712 1' 2-112" 2" 31/8" 2" 0.48^ 0.54' 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN NO/-No. 17-0630.11 + Embedment pnr 1-314" 1.314" 1-3l4' 1-3/4" 2• 1-114• 1-114" t-v4~ 1-114^ t-1t4~ 1-1/4' 2" 1318~ 1.3/8" aeries ACTUAL PRESSURE REQUIREMENT FOR THE I 2 Anchors C 5'Min.O.C./(2)2x5 Angle Ceps/(Fig.1): 390 lbs 390 lbs 450 Ibs ago ba 1700 lbs 270 lbs 280 Ibs 354 lbs 740 IN 374 lbs 7201Cs 946 lbs 341 lbs 442 lbs 560 be OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors @ 3.5"Min O.C./(2)2x5 Angle Clips/Pa.2): 780 ros 780 The 790 lbs 1670 lbs 2525 Ibs 540 lbs 500 Ibs NIA i 120 Ibs 748 Ibs 880 lbs 1692 IDs 682 Iba 8851bs 11201s CAPACITY(FROM THE TABLE)OF THE SELECTED BY 6 Anchors @ 271'Min.O.G/(2)2x5 Angle Clips 1(FIg.3): 1120lbs 1120 The 958 8x 2246 lbs 2254 lbs WA 840 lbs N/A 1059 Ibs N/A 1320 lbs NIA 1022 lbs 1327 Ors 1680 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR Mi 1 CAPACITY WHICH MAY BE USED TO QUALIFY Mia a roduct Contro r ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 1 FIGURE 1: TABLE NOTES: P • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. i SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 125` Y LYNM • • e • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �. �� O• .•,•• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ 10ENgF •.l�t� 3 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3'250" No.58705 1 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" /j - • • • e THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30°BAY v -� = 1 LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION %�O S A E p a s THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL,118-9 S.S.OR 410 S.S. ��e;�S ••,cYORIDP. •G�� ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 7 A.(111 WN*L ffl�, P.E. FL P.E.#58705 i } d TABLE 16Ac w Mullion Capacity Table bsIR2 m n o° Y s s . Opening Width(forvertically-spanning mullions)or Opening Height(for hor12rxdaqq,-sparm9rg mviiions) W9 3E� JZO . 50 in so in 70 in so in 90 In I in 120 In 140 in 1813 in �=� ��_.. <v W 3 o g dap/Tdang. Rectangular Trap/T&ng. Rectangular T ria s~ z Rectangular TraplTriang. riectarrgular TraplTdang. Rectangular Trap/Tdarrg. Rectangular TrapJTtiang. Rectangular '3Fap/Trlang. Rectangular TrapdTriang. Rectangular T � tapir ng. 326'46 Loading Loading Loading Loading Loading Loading Loedng Loading Loading Loading Loading Loading Loading Loading Loading Loading- Loading Loading o' = DEG,AL 2' r 2 i _z BAY MULL - Ti v Z ZS 't1�. •S .3 v v,•. S r,- •�.� v v.. v u (� W W N W W N W W b W W W. W W W W W N Wn W N W W W N W W N W W W W N W W A W W q W W W W W to W W N N R O.i� 6 d 'a as G �, o,� S. 6�. b.. 6D a ¢ 0. Q� d d d dL C 6� G C.� G, 0.,L 0. d� Q dg CL O.a 6 Qp W W v W N W W G W W W W W G W W q W W G G AT W G- W W td G ,p G 6 W C W Q�. u civ u uv u u� ca a u ov u u o ue u(_y u v u c`C3_ u0. c`3 3� u u�, v u� v � a d3^� vv d3 c°3a c� vv L t G t ^' L 7 ��" L • Z L L C L t C{may • s�N W r� -CN LO r C IK Q; t- .Q L O.� - O .` L -12 r L 6 L 7 - 12 .8 d �G �q _� ' N m =_ a ag � g w Z �Nrr w c m > > o S W �� c do t1W' �a ' �K �aIY �c ¢¢ �c Q� s;� QQ= gG 0.a_ �c 2G QtY �c QRW" gG a: .tea a(Y g4 �0.' �c Q0.' �c co O w 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170-0 868 170.0 506 170.0 992 170.0 519 170.01 1118 1170-0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170-01 521 160.31 1871 170.0 521 W J U) 48 in 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1637 170.0 680 (n 50.625 in 170.0 747 170.0 563 170,0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 1170.0 1494 170.0 756 147.1 1552 170.0 756 126.1 1552 170.0 758 110.4 1552 170.0 . 756 W 0 0 F- 54 54 in 170.0 797 170.0 1812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 861 97A 1455 170.0 861 ? ch w 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 76.6 1309 157.1 982 (0U 0 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 1425 1247 164.5 983 128,7 1247 152.6 _965 114.0 1247 144.3 952 95.0 1247 136.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 lY W Z d O � Q•• � 2 E 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 183.7 965 129.9 1190 147.9 945 115.4 1190 138.5 926 103.9 1190 128-4 914 WA 1190 119.5 896 742 1190 118.1 893 64.9 1190 118.1 893 p Z W z J -Pi• C 72 in 161.6 1010 169.8 .677 134.7 1010 144,6 859 115.4 1010 127.2 842 101.0 Iola 114.7 826 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87,8 790 50.5 1010 87.7 789 • � •� J • o • 10 U) ••••• 76 in 137.4 906 143.6 792 114.5 906 122.0 775 95.1 906 107.1 761 55.9 906 98.2 749 76.3 906 882 738 68.7 906 82.3 729 57.3 906 74.7 718 49.1 906 712 710 429 906 70.6 708 • _o a Z • 78 in 127.1 861 1325 754 105.9 861 112.5 738 90.8 861 88,6 725 79.4 661 88.5 713 70.6 861 81,0 703• 63:6851 75.4 694 53,0 861 68.1 681 45.4 861 64.5 675 39.7 851 63.7 672 ••31 •Ir- •� * 0••0- 90In, 82.7 646 85.4 574 68.9 646 72-1 564 59,1 646 62.9 554 51.7 648 58.1 545 46.0 646 50.9 537 41,4 646 47.0 530 34.5 646 41.5 519 29.5 646 382 511 25.9 646 35.5 507 •1 •� m Z N ` • ••••• LU 96 in 682 SW 70.1 508 56.8 568 59.1 499 48.7 568 51-4 491 42.6 568 45.8 483 37.9 SW 41.4 476 34.1 568 38.1 470 28.4 568 33.4 459 24.3 568 30.5 452 21,3 508 28.7 447 ••g •G� W • Y 460 •� •� c••gas D 4 0000 108 in 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 383 29.9 449 31.7 387 26.6 449 28.5 382 23.9 449 26.1 377 20.0 449 1 22.7 368 17.1 449 20.4 361 15.0 449 16.9 356 • • ••s .itl w••• Y ••.. a 111 in 44.1 425 45.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 26,2 362 Z21 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 •® 0 p 4M to 4 0 0 0•0 s r 120 in 34.9 364 35.5 331 29.1 364 29.8 326 24.9 364 25.8 321 21,6 364 228 317 19.4 364 20.5 313 17.5 384 18.7 309 •2 • t[3 Q • 1441n 202 253 20.4 233 16 8 253 17,1 230 • a •Z .0 In U ••••• • a • z �••007 s•,p • TABLE 16B ANCHOR CAPACfTY ADJUSTMENT FORMULA: ••� ;; m•• mU= 000 •• Anchor Ca ci Table Obs) o '` if • _ 6ubstrate: 27k Concrete 3.5k Cont. Hollow CMU Filed CMU PT Woad Metal (OP )X(ANCHOR CAP. ,,,," =ANCHOR CAP."`° 5(16'Elco 114"SS Elco 5116•Elco 114"SS Elco #10 Steel #12 Steel #12 steel � (MULLION CAP'F 'T, PRODUCT REVISED Anchor Type 3116•Elco Uttracon 114"Elco Ultracon Ultracon 3116"Elco Ultracon 114•Eka ultracarr AggreGator Ultracon AggreGator screw(05) screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR as complying with the Florida. Anchor C11p Patterns Building Code Edge Distance(In): 1• 1 2-1/7 1• 2-110 3118" 1" 2-112" 1• 2-1/2* 2• 3-11W 2• 0.45" 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN NOA-No. 17.0630.11 Embedment(in)• 1-/4" 1-314" 1.314" 1-314• 2• 1-114• 1-1/4" 1-114" 1-114' 1-1/4" 1-1/4• 2" 1-318" 1-318" %eries ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom Q 5"kin-O.C.1(2)2x5 Angle Gips I(Fig.1X 390 lbs 390 1113 46C lbs 8901bs 1700 lbs 270 Ins 280 W354 9u 740 ms 3T4 lbs 720 lbs 948 ms 341 lbs 4421W 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021 4 Anchors @ 3.5"httn.O.C.I(2)2x5Angle Clips I(Fig.2XI 780 lbs 780 lbs 7901ha 1670 lbs 2525 ibs 540 lbs 680 lbs N/A 11201bs 7481bs 880 lbs 1802 lbs 682 lbs 885 Its 1120 8x; CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anchors Q 271"Mn O.C./(2)2x5 Angle Clips/(Fig.3) ,.1120 Ins 1120 lbs 58 91bs 2246 lbs 2254 lbs NIA 840lbs NIA 1059 Ibs NIA 1320 lbs WA 1022 itis 1327 lbs 1680!bs MULLION. IT WILL YIELD A MINIMUM ANCHOR By CAPACITY WHICH MAY BE USED TO QUALIFY Mia a e duct Control ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION'ON LOADING. -SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE Z: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11111 ((//I i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125" 45° �'tCEN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ' S � . F 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" = *; No.'58705 t FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" ',Vt ,?,y - THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45•SAY %O 57 T r 40 LEAST.125`THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .,� E O (�` s • • THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-5 S.S.OR 410 S.S. MULLION %(� ' •�<pR1DA �� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. s 11 11 AI. eo A.LYNMILIK P.E. FL P.E.#58705 3 U I-1.000"�I 1_a00" •- -1 1.000" � o M� -aa u � es � 11.266"-1o= 0z gam -{ 1.000" r-- i{ 1.000" �-- .125" o m .125' 2.750" 2.750" 125" 3.125'R501 25" 3.188" 125" 125" •125" u7 2.000" 2.000" 2,116" cv 265" w a U .125' 650" " 125' co a W r .375" 375" rco OLU-T - T _.900" i. 1"X 2"X.1 25"MULLION VX 2"X.375!*MULLION 1"X 2.75"X.375"MULLION VX X 2.75"X.650"MULLION VX 3.125"X.5"MULLION 1.25"X 3.188"X.265"MULLION 126"X 2.11"X.125"MULLION ~ U) 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM, 6063-T6 ALUM. (D Q o h X-SECTION X-SECTION XSECTION X-SECTION X-SECTION X-SECTION XSECTION W coC5 .125" •-.125" O t0 (D V) Z TABLE A 00 LU Q m RIP TANDARD CLIP I 2X5 ANGLE CLIP Z w• � =U Dimension Value (in) For Mullion: "a • 2.08083 T6 ALUM. 2.125" 6083-T6 ALUM(. • (0 •? Ll •• Q0goes** X-SECTION 2.000" X-SECTION • UT6 AL A 1.625 1"X 2"X.125" • Q t1• tiff •• I 6063-T6 ALUM. .125" $ 2.654 ••� ••�, V •• .� � ••••• 125" X-SECTION Aluminum •• •z Q • G 0.895 Tube Mullion < Z Z .� .... 125"� I A 1.125 •� • z C o a •�..� °_ I .740" _ B 2404 1"X2"X.375" -••� •� D••• •••• 5.5aa' CUT HERE TO 375" Aluminum ••® J � •••:• 5.000" C 0.635 Tube Mullion ;' •• 375" 3.125" �j-P�� _CREATE F CLIP,SEE MIN. r6 i .375"MIN. D 6.490 • O t( 2• .0 O400000 MIN. DETAIL F,SHEET 4 Qt 0- •a � A 1,875 F., ------ 338"MIN. --------------------- $ 3.000 1"X2.76"X •0 �.••�O nf ••••:: 1 I I I I q A I U CLIP A F - - ---_--J L--------i 6063-T6 ALUM. �- ------------ 375 Aluminum 8 •• �-� TOPVIEW 2X5 ANGLE CLIP C 0.757 Tube Mullion 6063-T6 ALUM. D 1 118 PRODUCT REVISED L_ TOPVIEW as complying with the Florida ; STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE A 1,312 1"X2 75"X Building Code j 6063-T6 ALUM_ DASHED BOUNDARY.SEE SHEETS 5-18 FOR THE NOA-No. 17-0630.11 CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR B 3.000 650" WITHIN THE DASHED BOUNDARY.SEE HOLE MUST UE HOLE DIAMETER:ANCHOR DIAMETER+1/16". C 0.476 Aluminum Expiration Date 05/26/202'1 SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE_MAXIMUM ANCHOR HOLE BOUNDARY.SEE D 0,06 Tube Mullion BY DIAMETER:ANCHOR DIAMETER+1116". SHEETS 5-17 FOR THE ANCHOR O.C. TABLE B A 2.000 Miam' a roduct Cont I V X3.125"X DISTANCE MAXIMUMPGT Part# $ 2'637 500"Alum 5.500" 375" ANCHOR HOLE Mull Dimension(sheet#) C 0.863 DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angie Clip Tube Mull 375" MIN. DIAMETER+1/16", D 1.137 MIN. 1"X2"X.125"(5) 66605 666113M 6681118M 666243M 666511M A 2.625 _______I------------� 1"X 2"X.375"(6) 666006 666114M 6661119M 666244M 666512M B 3.262 125"X 3.188" X.265"Alum 1"X 2.75'X.375- (7) 66607 666115M 6661120M 666245M 666513M C 0.862 Tube Mull V X 2.75'X.650-(8) 66608 666116M 6661121M 666246M 666514M D 1.762 \� p i B 1.28"X2.11' . ..CENSF �� '� € _-- --- I 1"X 3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666515M Q�.' A 1.813 .121"Alum _ 1.25"X3.188"X.265'(12) 66641M 6661117M 6661113M 666241M 666516M Tube Mull * No.58705 * . 1.26"X2.11-X.125-(18) 69370 WA N/A N/A 666517M OFFSET CLIPNOTES C pO fIT)E 0 /T-1�� 6063-T6 ALUM. .(� � # 125° ' .!ct OR1OP.•. ' TOPVIEW 1)HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 'i S •. „.. C2� �� 740' 2)SEE SHEETS 5-9, 12&18 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE, /� Sj'��NAL 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MILLER,P.E. FL RE.#58705 i 1 � -� 1.000" I-- --� 1.000" I'- 1.062"-�� w �a aW .740 � 063" J! b aw3N 13 > a .062" }y 125" --i fF.125" L.-1 s Z 9 a ' ww� .062"438" E3oF �a0 .125" � 4.000' STANDARD CLIP 4.000" 4.000" 2.625" 2.030" 6063-T6 ALUM. I 2.125" 2 000" 2X5 ANGLE CLIP U-CUP .125" XSECTION 6063-T6 ALUM. en I I 6063-T6 ALUM. X-SECTION ,125" N 125" X-SECTION .125"d3T .125" U In NN L~li 031" Z W 125" 0 = CENTER OF ANCHOR HOLE MUST LIE WITHIN THE JN155" DASHED BOUNDARY.SEE SHEETS 10-20 FOR THE5" .375" ANCHOR O.C.DISTANCE MAXIMUM ANCHOR >Y y HOLE DIAMETER:ANCHOR DIAMETER+1/16'. W o 1"X4"X.125"� 1"X4'X.375" 1"X4"X.375' a in MULLION MULLION -r-MULLION 5 500" CUT HERETO 375" 5.000" .375' Q (�D 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 375" 3.125" -I _CREATE F CLIP,SEE r' MIN. 0) Z X-SECTION X-SECTION X-SECTION MIN DErA_ILF,SHEET4 _ q. = W m _ rncr 1.594"ONLY ON1.250" I __ 375" CENTER OF Z • 1.594" r-------� r----- r---- --- ----------- 375" U vs1oN i I I I ANCHOR HOLE I I • °' I I i I Iv1iN. • 0 Le m� •••••• I MUST LIE WITHIN I I • t1 a frZ • f i I i THE DASHED j j •• Q ._I ,- BOUNDARY. •• 1 I f I BOUNDARY.SEE 1 I ••• •v 0 •• • ••.••• I i I F SHEETS 10-17 I I ••• •¢ d Z N • • 2.875"� 1 - - I I - - I FOR THE F - - -t •• • Z 0• 9� ••••� I I I I ANCHOR O.C. I I • ¢ w .960 p so 100" 3.94" I I I I I F DISTANCE. I I •• • Z • a • •• 3.250 " MAXIMUM I I • O " I I I I I ••• • •• _ ••••• 100 3.250" I I i 1 ANCHOR HOLE I I •• • J . Y DIAMETER I I I 100" � ------J L-------J ---ANCHOR � ------------------J i•• •� � •• i . " DIAMETER+1116'. • tt c 60 0 •••••• an .100 .624" �_ 2X5 ANGLECL1F •� ►0 50 .•..: 624" STANDARD CLIP U-CLIP 6063 T6 ALUM. •• m•- • 5 m� • 820" 820" 6063 T8 ALUM. 6063 T6 ALUM. TOPVIEW - to -12, 250, 1 250" " CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW --1 .820 F•- WITHIN THE DASHED BOUNDARY.SEE PRODUCT REVISED 1.25"X 3.25"X.100" 1.25'X 3.25'X.624" 125"X 3.94"X.624" SHEETS 10-17 FOR THE ANCHOR O.C. TABLE C TABLE C, CONT. as complying with the Florida z MULLION MULLION MULLION DISTANCE_MAXIMUM ANCHOR HOLE Dimension Value{in) Por Mullion: Dimension Value Vin) For Mul[lon: Building Code 6005-T5 ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1/16 " NOA-No. 17-0630.11 X-SECTION X-SECTION F 3.687 1X4"X F 1.938 1.25'X325" f X-SECTION G 1.000 .125" G 0.500 X.624" Expiration Date 05/26/2021 " " H 2680 Aluminum H 1.438 Aluminum a �rod�ut I. 3.469 5.500 1 3.000 Tube Mullion 1 3.250 Tube Mulllon w By 2.661 /� 125" .375" 375" F 3.187 1"X4"X F 2625 1.25'X 3.94" Miam Da Contr 1 7 � 125 .1.877" MIN. ' ------ G 0.757 .375" G 1.125 X.624" �n 1.377" i --- _ H 2.430 Aluninum H 1.500 Aluminum T I I r i I 3.000 Tube&'T 1 3.250 Tube Multlon I I I I F 2,250 1.25"X3.25' F 2.813 30'Ba Mug I j j I j I G 0.750 X.100" F 2875 45°Ba Mug Q .125" I 1 1 1 I .125' 45" 2.250" i i I i i I H 1.500 Aluminum I 3.250 Tube Mullion Q TABLED I%IilllIItiit I 3,250'45'BAY MULLION 3.250' I I I I E 6063-T6 ALUM. __-----� I -_-- Mull Dimension PGT Part# �� Q .......N� 30'BAY MULLION I / 6063-T6 ALUM. I X-SECTION (sheet 1A MuRton Std.Citp Offset Ctip U Cfip Angle Clip O LICENgF -•�` X-SECTION t"X4"X.125"(10) 69364 6W111M 6W1122M 666241M 666518M G OFFSET CLIP *: No.58705 .125" I 6063 Te ALUM_ t"XV-X.375-(11) 66610 666112M 8667123M 666242M 666519M TOPVII=IN 1"X 4"X.375""T'(11) 66653 866112M 6661123M 666242M 66651910v '" "•"""� - _ .228" �--.981"--� .226" {--.981"--� .740" _ - NOTES: 1.25"X3.25"X.100"(13) 20160120312 b661t27M 6661124M 6662410M fi665115M o r4-." 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 1.25"X325"X.624"(14) 20161120315 6661128M b661125M 0662411M 6665116M © �.(� '•. ATE OF ONS GIVEN ON THIS SHEET. ' -4ORIDP.• 1.25"X3.94"X.424"(15) 20162 8661117M 6681126M 666241M 666517M i S G 2)SEE SHEETS 10.11,13-15,19&20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66649 NIA NIA WA 6665110M O 7isZONAL et\ 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 66650 NIA NIA WA 6665111M I 7I I I I I i t E 1 A.LYNN MILLER,, P.E. t FL P.E.#58705 } 1 TABLE E y Mull Dimension PGT Part# a o o. gmn ; 125" ';;.a I008a (sheet#) Mullion Std.Clip U-Ciip Angle Clip x.125" 125g �s LL d ~-I I--. " A 3 LL 61 M 666271 M 6665112M2"X4"X.25"(16) 66602 6662 2"X6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP " 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. v a NOTES: 2.000 ! X-SECTION 2.12.5" I X-SECTION 2.000" X-SECTION I I 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING 125 '125" •125" o � U DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. I T N I j 2)SEE SHEETS 16-17 FOR SUGGESTED,APPROXIMATE �_ 1 490 �i _ _ - z HOLE LOCATIONS. " 1.490 I w O 2 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. J 5.500" E- U) CUT HERETO 5.000" L!! L) p 2.000" 3.500° —�{ _SEE DETAIL FCREATE � 375" 375" J m o � .375" MIN. r SHEETa MIN. F-.375" MIN. ¢ H ZO c Uj v) r-------- ---I--- ------- zL1J - F1 Z �• '^ Z 2 I I I � �• c • otf • Q • L Q• •••• I I I ••• • D_ •• U•�• 12Z 4.000" zi 3.438" - - - -i . • i250" 2"X4"X.25" • ••••• •�i• MULLION3.438" j j •• •Q Z •Z •N • • 6063-T6 ALUM. I I I I .O •NQ • `� t>a XS .375" ECTION I t I I O mo •• ••• i I I ..r�. •tom Z � o . .•- fj j • L- ------- ------ ----------I -- -- �---------------------� MIN. ••o • Q 090, s}�i� J (q co • i 1 _ STANDARD CLIP ZX5 ANGLE CLIP • _ � Q •� 000000! CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. /CENTER U-CLIP,6063 T6 ALUM. C9 Q00 0 .250"j WITHIN THE BASHED BOUNDARY.SEE TOPVIEW OR 2"X 4"MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063 T6 ALUM. ; R •CL a z TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW • .• wO s p SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS 16 17 FOR THE ANCHOR O.C. O ^ ° �x :9000V DISTANCE MAXIMUM ANCHOR HOLE ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE U in -�DIAMETER:ANCHOR DIAMETER+1116", E DASHED BOUNDARY,SEE DIAMETER:ANCHOR DIAMETER+1/16". SHEETS 16-17 FOR THE ANCHOR O.C. PRODUCT REVISED 5.500" DISTANCE MAXIMUM ANCHOR HOLE as complying with the Florida 500"- CUT HERE TO DIAMETER:ANCHOR DIAMETER+1/16'. Building Code I 375" 3' , CREATE F CLIP, 375" 5'000" NOA-No. 17-0630.11 y MIN r_SEE DETAIL F, MIN. .375" SHEE14 Expiration Date 05/26/2021 MIN. 2 375" B 33 r----- 1 — y -- ------ _------ d t I i ---------------------I Mia Da Product Control t I I I I I I I I I I I - I I I I ! I 000". -I - —r - - L 4.688" t .250' 6 I I 5.438" + I I I 5.438° I 5.438" i i tttllirll� 2'X6"X25" •�,1GENSF •�� ' MULLION I I I ! Q? 6063-T6 ALUM. I I I X-SECTION i I I .375" * ' No.58705 L MK SATE STANDARD CLIPU-CUP 2X5 ANGLE CLIP 2� 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM_ `s�01VAL TOP VIEW USED FOR 2"X 6"MULLION,SHEET 17 TOPVIEW //-/I t� TOPVIEW A. LYNI�iI�IILLk�,P.E. FL P.E.#58705 I I EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. w NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THATA 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED d b B o m 8 } g DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. - R qm1 i q z�o m 5Vi szEB <Wy-'$ �-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH=72",OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD E �o ,_ r;;,:=� FENESTRATION DETAILS, NOT BE SUITABLE FOR THIS APPLICATION. /� s .-z PRODUCTS SHEETS 3 a APPROVAL 23 FROM TABLE 4A,SHEET 8,THE 1-X 2.75"X.650-MULLION(LENGTH=72",OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MUWON CV LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 " U ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. U) N SEE O LLI = Uj DETAILS, 3}VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, WW 3 C NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: co MULL WI TH636 LBS 17- C7 OPENING WIDTH (60 PSF)X( 72 7 PSF =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) ? Q z • T • • �• �• €V• 0000 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-3/8".THE OPENING REQUIRES A • m �O • •• 0 r• • DESIGN PRESSURE OF+50.01-55.0 PSF. J m Z • 004 •� •• •yam • 0000 FOR THE VERTICAL MULLION: 019 ¢ CD �0 •••� 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72"+1'=1 OS'AND THE OPENING WIDTH IS 36'+36"41"=73.REFERENCING SHEET 25, •• •a `� •� `- • • THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318"AND WILL •• •I— m'• �25 �p 00000 EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE_ ••• 0 LU 8 • o • o 00000 ro •. • •• •UJ a •a. 000000; SEE DETAILS, FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH-108",OPENING WIDTH=801 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF a 2 Y Y • MULLWIDTH ... . 0 r` SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. .3: }? ••• • FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS • •Q LU• z 00 0 • •, • c fn V} ••0.0•, FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 0• $ •• `n 0 SEE SEE • 2 32" FENESTRATION BECAUSE IT IS NOWKNOWN THATTHE MULLIONWILLADD 2"TOTHEWIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74,NOT 73"AS PREVIOUSLYPRODVCTs HeETs� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL 2-4 THE 73"DIMENSION(35-1/2"+35-112"+2'=73"). PRODUCT REVISED as complying with the Florida 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED Building Code I I NQA—No. 17-0630.11 VERTICAL! I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. j MULLION` :_SEE -SEE ' USING THE STANDARD CLIP WITH(6)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND O Expiration Date 05/26/2021 g LENGTH DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. OPENNG SHEETS 2-4 SHEET 3 FOR THE HORIZONTAL MULLIONS: 13 �Pmdlct 5 HEIGHT W Mia FOR BECAUSE THE VERTICAL MULL WILL BE A 2"X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HORIZ / - MULLION TYPE COULD BE CHOSEN. I- MULLION1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+72"+2"=1O6".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE r USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250-MULLION(c@ LENGTH=42%OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS_ s SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" O SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH O 2- cl 3 (4)3116"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 0ti 1 1 I I I i I 1 �i 1 f ANCHOR CAPACITY OF 521 LBS. - co 3s",HH MULL LENGTH 07 ORIZ 36",F ORIZ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR o0 Q� - LIGENS", MULL LENGTCAPACITY IS 14 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,'FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Z ! OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. No.58705 ! FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: U - _ +1-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHING TO CMU; o �' "s 1(/�� +/--170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). N �0 F TE OF \ THE LOWEST DESIGN PRESSURE IS+/--64,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ® ��i�S - .40RIDP, H VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WRH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN dA.LYNN MILLER,P.E. ! i ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O i FL P.E.#58705 3 ' I - I � EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: _ ` w of w11 v �� g PI PW W PW E3 oo� �5 /�y��J\J� 2 s m i 5 JS;DH N SH/DH SHIDH SH/DH PW PW � Sy0 ZCLO, � U) LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 / / 00 / / Li! On Co o C0 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I rn LU f HINGED F z DOOR J a Q SGD 0 _z dial �• 3: 1 LOADING OF VERTICAL MULLION •0E f • ••i• PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION •• • • 0*6 •• PW �•_ •Z • •N =• • I PW P J 'V 'F" W�' m0 moa �••• PW ••F •Ln Q�• o• o • ••• / / I PW ••o •WW Z OA- Cy � •••• / / I :••N.. •5 •• SH/DH SH/DH SHIDH SH/DH 1 [177 • ��33j Q •••'•• / / I 0 {7 • cCL J cr) 09060 SH/DH O 4, • �m� PRODUCT REVISED = LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I / / / as complying with the Florida I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 Building Code PW PW HR / a / HOA-Mo. 17-0630.11 I Expiration Date 05/26/2021 I 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL BY I MULLION Miami- a roduct Control P HINGED DOOR PW PW 1 NOTES: I I 1)DRAWINGS ARE i I RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. PW CONFIGURATIONS NOT SHOWN 1 MAY BE EXTRAPOLATED FROM o THOSE SHOWN, 1 ti I t 1 I 1 1 2)IF THE LOADING TYPE CANNOT ��otyY LYNN,y��•,,� i PW BE DETERMINED,USE �� '� �,ICEN �'•,�� $ PW I RECTANGULAR LOADING. Q�•' s PW 1 ; I 3)SEE PRODUCTS'APPROVAL FOR _= J� : Na 58705 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I / ACTUAL ANCHOR LOCATIONS. PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I -0 ST TE ; SGD �1� I LOADING OF VERTICAL LOADING OF HORIZONTALA LYNNIIfU1�'LLt�t,P.E. I MULLION MULLION FL P.E.#58705