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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 3 r ra' dfc4 tom . s'Ci'�i hR'. 'Da a1r Y 3 s S �� *�a�"r� "-„E l b`�� `� tl• �, t �.�`v' As aAs �.��ay ,s� I.��y„ .a n^.a � Kik =,f",� '- - � ' •,:,.ss�r,,,�.t.,,. ,�� r�„;�� ,'�ss�� "��c-e,'�;�,.,z-fmµ,,.,....»�� rfa.#...• "..� tt� ,.t. .. t� � � .'��. � BCIS Home Log In t User Registration Not Topics i Submit Surcharge ? Stats&Facts i Publications FBC Staff BCIS Site Map Links Search = - �Product Approval .USER:Public User Pmdnct Anprovai Menu>Product or Application Search>A licati• p rW2DBPR. 1 x rye FL# FL239-R24 x.W._..°. .: Application Type Revision Code Version 2014 Application Status Approved provedpprovals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Techn rive enice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category (:!Single nd:Hung) Subcategory Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 2/6/2017 Florida Building Code Online Page 2 of 3 i Summary of Products FL# Model,Number or Name Description 239.1 ISH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI.?39 R.4 C CAC 16-05055?,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 1I 16-0505.02.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL239 R24 C CAC 15-061.2.12b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 15-0612.12b.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 ISH-600(Non-Impact) Aluminum Single Hung Window .. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.05.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 11 16-0714.05.1)dF product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 ISH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.06.1)df product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.0l.pdf j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 11 16-0714.01.adf product performance information,an chor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 1SH-800(Small Missile Impact Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH s FL'239 R� AC 16-Q714.02.odf i Approved for use outside HVHZ: esQaMiVAssurance nititmaL.Exmiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NO for FL239.R24 II 16-0714.02.pdf product performance information,anchorage details,and anchor typ , Verified By:Miami-Dade BCC - size,and spacing information. ird Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.11 LMI.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12706/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 IT 15-0612.11 LMI.pdf i product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: I Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24.C CAC 15-0612.10 SMT.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 Ii 15-0612.10 SMt.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER i size,and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 2/6/2017 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions ' Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 II 16-0714.04.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 — SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.13df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R24 I1 16-0714.03.odf + product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmB... 2/6/2017 i MIAMI•DADE MIAMI-DADE COUNTY e PRODUCT CON'T'ROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Slreel,Room 208 ! BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miumidade.gov/cconomy ? PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 tails 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 die right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. a This product is approved as described herein,and hash I deli : o comply with the Florida Building Code,including the High Velocity Hurricane c.- DESCRIPTION: DESCRIPTION:Series"SII-800"Alum nunHung Window—L.M.I.APPROVAL DOCUMENT: Drawing No. HSOOLM-01, titled "SH w—Large Missile", sheets I through 8 of 8,dated 11/11/11 with revision B dated 05/15/16,prepared by manufacturer,signed and sealed by A.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. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. # LABELING: Each unit shall bear a permanent label with the n:an:rfaclurer's name or logo,city,state, model/series,and following statement:"Miami-Dade County Product Control Approved",unless otherwise noted herein. ° RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and 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 j distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOME 15-0609.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. j The submitted documentation was reviewed by Manuel Perez,P.E. 1 i MIAMtDAOE COUNTY C"I =Expiration o.16-6May 03,20Z2gI Page 1 i f ' PGT Industries,Inc. I NO'T'ICE OF ACCEPTANCE: EVIDENCE SUBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. { (Subutitted under NOA No.11-1222.04) 2. Drawing No. MD-SH800LM-01, titled "SH Window — Large Missile", sheets I through 8 of 8, dated 11/11/11, with revision B dated 05/15/16, prepared by I{ manufacturer,signed and sealed by Anthony Lynn Miller,P.E. i B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 i 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 PVC sliding glass door, I a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,Duraseal®spacer system,Super Spacer®NXTTM spacer system and XL Edg9m spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small 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 single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6642,dated 10/03/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-1222.04) 3. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 i 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 an aluminum single hung { window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6643,dated 10/03/11,signed and sealed by Marlin D.Brinson,P.E. i (Submined under NOA No.I1-1222.04) j I i 7 Manuel Pe Ei .E. Product Control exam' er / NOA No.I - 4.01 Expiration Date: May 03,2022 Approval Date: August 18,2016 E-1 i I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i t C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5" Edition(2014),dated 05/29/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.I5-0609.02) 2. Glazing complies with ASTM E1300-04 I t D. QUALITY ASSURANCE j 1. Miami-Dade Department of Regulatory and Economic Resources(RER). i E. MATERIAL CERTIFICATIONS 9 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White)Glass Interlayer'§"dated 06/25/15,expiring on 07/04/18. i F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511'Edition(2014),dated May 29,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted[aider previous NOA No.15-0609.02) 2. Statement letter of no financial interest,dated May 29,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.1S-0609.02) 3. Laboratory compliance letters for Test Reports No.FTL-6642 and FTL-6643,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/11,signed and sealed by Marlin D.Brinson,P.E. (Sitbmilled under NOA No.11-1222.04) 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Isbaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No.15-0609.02,issued to PGT Industries,Inc.for their Series "SH-800"Aluminum Single Hung Window-L.M.I."approved on 08/20/15 and expiring on 05/03/17. Manuel Per E. u Product Control xami er NOA No.16- 4.01 Expiration Date: May 03,2022 Approval Date; August 18,2016 E-2 l I I GENERAL NOTES:800 SERIES LARGE AND SMALL MISSILE IMPACT RESISTANT SINGLE HUNG WINDOW _DESIGN PRESSURE RATING IMPACT RATING +90.0/-110.0 OR+90.01-130.0 LARGE 8 SMALL MISSILE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANT REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2).SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 53-118"MAX.WINDOW WIDTH - 53-1/8"MAX.WINDOW WIDTH - 52-118"BUCK WIDTH 52-1/6"BUCK WIDTH - 3)FOR MASONRY APPLICATIONS IN MIAMI-ME COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 49-_V VISIBLE LIGHT 49.5/8°VISIBLE LIGHTEVALUATIONS WERE SOUTHERN PINE,ASTM COD CONCRETE MASONRY UNITSANDCONCRETEWITH MIN.KSI PERANCHORTYPE•SEETABLES2,4OR6. [1-S MAX. Ly- 18-112" MAX. i _ B,SEE 10"MAX. MAX. �_;SHEET 2 MAX. 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X SHEET2 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER j LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE I _ RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. I / EQUALLY I A,SEE SPACED 35-3/16" 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING I SHEET 2 VISIBLE EQUALLY I / 54-516" ANCHORS OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLES 2, PER TABLES � LIGHT SPACED VISIBLE 4 OR 6.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 13&5 / ANCHORS - - - -A,SEE LIGHT OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF , j - PER TABLES I SHEET 2 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE j 77" 1,3&S INSTRUCTIONS. I BUCK j / BUCK A,SEE ------`-" _ HEIGHT 78• HEIGHT J 6)1!4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE SHEET 2 I 10 78' r-"-' •'-' MAX. PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF MAX. WNDOW l - WINDOW TRANSFERRING APPLIED LOADS. Q / A,SEE I HEIGHT HEIGHT --------.--. .- EQUALLY �35-3116" SHEET 2 7)DESIGN PRESSURES: SPACED I VISIBLE ---- --- 14"MAX. A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND ANCHORS _ _ I / - - LIGHT EQUALLY - - 4 / - - 15.314' GLASS PER ASTM E1300. PER TABLES I SPACED I VISIBLE B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL& 1,3&5 I ANCHORS I / LIGHT CYCLE TESTING AND GLASS PER ASTM E1300. 1 PER TABLES 1,3&5 _ 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE i 1 WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE SEE SILL WEEP-�'`• ,_,_�B.SEE SEE SILL WEEP- L.-._d B,SEE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS NOTCH DETAILS SHEET 2 NOTCH DETAILS SHEET 2 , PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF SHEET 7 OF 8 48-1/4" 6 SHEET 7 OF B 48.114" 6"MAX' ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER �— VI VISIBLE LIGHT DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA N0 NO ANCHORS IN FRAME SILL BUILDING CODE FOR CORROSION RESISTANCE. ......... - -- 9)REFERENCES:TEST REPORTS FTL-6642,6643;ELCO ULTRACON NOA;ELCO TYP.EQUAL-LITE TYP.PROVIEW/ORIEL CRETEFLF_X NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. FRAME ELEVATION FRAME ELEVATION r S aci Maximum Anchor Spacing, Window Window Sash Height or Design Pressure As tested,Equal-lite As tested,ProView Width Configuration' (+)psf (-)ksf Header 16.125 Header 16.125 Up to 50-5/B" All Sash Heights +90.0 -130.0 Abota MR 24.58 Above MR 22.03 prtUDUCI-REVISE D Below MR 13.71 Below MR 13.95 as,Plying wish the rloFida Over 50-5/8' Build! C,4 Up t and less than 25"thru 30-15/16" +90.0 -130.0 I I I / AtteprnoI Ee 14,oj ,.-'ill-[i_l., / Revised By. Dote: Revision: �xl�neimi Dste 53-1/B" 63" 13"lhru 24-15/16" +90.0 -110.0 SHEET INDEX: :..••• • •.'' ' B ADDED SHEET 8 By �ZZ JR 05/15/16 ) Equal-Lite +90.0 -130.0 GENERAL NOTES........................1 ieQini it f ride 1'ro4nci U 63"and Over q ELEVATIONS................................1 „ Revised Sy: Dole.- All ote:All Proview/Oriel +90.0 -110.0 DESIGN PRESSURES..................1 /•' SASH HEIGHT MUST BE MEASURED AS SHOWN IN FIGURE A.SHEETS 3.4 OR 5. INSTALLATION..............................2 ' ANCHOR QUANTITIES A.............3 p Description: Drown By: ANCHOR QUANTITIES B.............4l6 .1;�I GENERAL NOTES&ELEVATIONS J ROSOWSKI STANDARDS USED: ANCHOR QUANTITIES C.............5 '-,.--)'•. ie.t• -'-_' •2014 FLORIDA BUILDING CODE(FOC),5TH EDITION EXTRUSION PROFILES................6 ). 1070 TECHNOLOGY DRIVE TIO.: Dote: -ASTM E1300-04 ' '•:' "`i'.',' SH WINDOW -LARGE MISSILE 11/11/11 PARTS LIST...................................6 ;••'•• ..• N.VENICE, FL 34275 ASSEMBLY DETAILS....................7 �i ��;t; %•1,. P.O. BOX 1529 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION r. `' '.�I`�'` �'� NOKOMIS; FL 34274 -ALUMINUM DESIGN MANUAL,ADM-2010 GLAZING DETAILS........................8 (!1 j I t`. Series/Model: Seafe: Sheet: Drawing No. Rav: •AISI-S100-07/S2-2010 A.LYNNMILER,P.E. CERT. OF AM. {/29296 SH-800 NTS 1 OF 8 MD-SH800LM-01 B P.E.lf 58705 INSTALLATION OPTION 1 CONCRETEICMU INSTALLATION INTO INSTALLATION PER ANCHOR INSTALLATION WOOD 2X,SEE NOTE 2, 2X WOOD, OPTION 2 REQUIREMENT OPTION 3 THIS SHEET. — EDGE DISTANCE I-►-- SEE NOTE 2. INSTALLATIONINSTALLATION ANCHORS THIS SHEET. ANCHORS DIRECTLY EMBEDMENT 1X WOOD BUCKSTR(P,SEE THROUGH 1X BUCKSTRIP NOTE 2,THIS SHEET. OPTIONAL ADDON INTO MASONRY. 1/4"MAX. INTO MASONRY. FLANGE Q HEAD, 52 (ABOVE MEETING SHIM 1I4"MAX.SHIM —�-I ° ° (BELOW MEETING SILL 8 JAMBS EMBEDMENT RAIL SHOWN) a 31 I RAIL SHOWN) EDGE DISTANCE 3 38 12 34. BALANCE 32 TYPE 48 �114"MAX. VARIES • _ O SHIM 39 WITH SASH EMBEDMENT 'T�' OPT. TYP.ANCHOR TYPE, 61 WEIGHT Ij 19 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 44 FIXED 51 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 50 EXTERIOR VISIBLE DISTANCE PER SUBSTRATE, SEE TABLES 2,4 OR 6. EDGE 49 DISTANCE < ' LIGHT SEE TABLES 2,4 OR 6. HEIGHT 6151 69 25 SH 5 45 OPTIONAL ADDON 46 I_ FIXED VISIBLE LIVISIBLE 16 G TWIDTH TYP.ANCHOR TYPE, EXTERIOR 16 OPTIONAL FLANGE @HEAD, 52 LIGHT WIDTH EMBEDMENT AND EDGE SILL 8,JAMBS BUCK WIDTH DISTANCE PER SUBSTRATE, 7 `'f SEE TABLES 2,4 OR 6. WINDOW WIDTH JAMB ANCHORS BELOW THE MEETING 1) HORIZONTAL SECTION A-A I NOT NTERF RE4IL H WI UST HE 25 OPERATION OF THE SASH. BUCK �-{ � 114"MAX.SHIM HEIGHT 26 USE EITHER TOP SWEEP TYP.SMS(GS).SEE &-/ LATCH(#21) TABLES 2 OR 4. 34 WINDOW OR SILL BALANCE NOTES HEIGHT LOCK(#B). 32 TYPE SASH 59 VARIES 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES VISIBLE INSTALLATION m 35 WITH SASH 2,4 OR 6.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY LIGHT OPTION 4 WEIGHT INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE ---'•--- HEIGHT 50 44 27 INSTALLATION WINDOW. 49 ANCHORS 2)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED _ DIRECTLY INTO 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS METAL. INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X &\ ARE 1-W"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL ' 23 EXTERIOR BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 8 DADE APPROVED MULLION, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 46 42 NO ALUMINUM,STEEL FRAMING OR THE ENGINEER OR ARCHITECT OF RECORD. ANCHORS STEEL STUD.SEE SUBSTRATE 24 41 IN FRAME PROPERTIES,TABLES 2 OR 4. SILL PRODUCT REVISED 53O us complying with ftFlorida SEE SILL WEEP- Buildgtg Code NOTCH DETAILS---__` p (Q-,Q I Acct mncotvb 'O X22 SHEET 7 OF 8 Revised By: Date: Rsvision: pip Date B1, Miami edc Yrceducl vol// .. SHIMMAX. Revlsed By, Date: Revielon: SHIM 1X WOOD - t,.,:'•i','/l•'`.• BUCKSTRIP.SEE ° NOTE'2.THIS SHEET. ° ® DeacNptlon- Drawn 8y: °• . •'•.. 6 1`��1� FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE Atte: Date: .,, N. VENICE, FL 34275 29 P.D. BOX 1SH WINDOW -LARGE MISSILE 11/11/11 VERTICAL SECTION B-B '"•I ,�•��;;;'=I•i"" •��' NOKOMIS, FL 342 34274 Selves/Model: Scale: I Sheet: DrowNg No. Rev: A.LYIJ{f MILLER,P.E. CERT. OF AUTH. 29296 SH-800 NTS 2 OF 8 MD-SH800LM-01 B P.E.#58705 TABLE 1: ANCHOR QUANTITIES REQUIRED-Group A Anchors Overall Window Width TABLE 2: 19.1/6" 26.1/2" 33" 1' 41" 45" 49" 53-118° Anchor Min.Edge Sash Height or Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb GroupAnchor Substrate Distance Min.Embedment Height Range M a M 2 a M g a g a X X 13a - v P.T.Southern Pine(SG=.55) 9/16 1118' m ro y m d m y ry m m y v i a #12;Steel SMS(G5) > _ = b '6 = '6 z 3 9 i b o i z gS x � x or 6063-T5 Atum 378" 1/8°*+ w a $ a a K 3i a v Steel Stud,Gr.33 min. 3/8" 0.045(18 Ga)++ ¢ m ¢ m ¢ m ¢ ¢ m ¢ m ¢ m #12,410 SS SMS 241/2" 12-314"(Equal-Elle) 1 2 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 A A38 Steel 3/8" 118"o+ 25.1/2° 13.114"(Equal-Lite) 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 3116"Steel Ulliam. Concrete(min.2.9 W) A 2.112" 1-3/4" 37" 19"(Equal-Lite) 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 Gmuled-filled Block,(ASTM ego) 2.112° 2-1/4" 1&5/8"(Equal-Ute) 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 114-Steel Ultmcon Concrete k.(An.2.9 kap F{ 1' 1.114° Hollow Block,(ASTM C90) 2.112• 1-114' 19"thin 19-9116" 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 ++MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE:. 38-318° 16"Ihm1&15118"• 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2" 2 3 3 2 3 3 3 4 3 13"lhru 15-15118" 2 2 1 2 2 1 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 NOTES: 23'(Equal-Lite) 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 4 3 2 4 3 2 4 3 FIGURE A: 22"lhru 22.15116" 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 4 3 2 4 3 3 4 3 SASH 1)FOR BUCK DIMENSIONS,SUBTRACT 1° 45" 19"lhm 21-15116"+ 2 2 1 2 2 1 2 3 2 2 3 2 2 3 3 3 4 3 3 4 3 3 4 4 CROSS FROM WINDOW WIDTH OR HEIGHT. 18"thtu 18-15/16" 2 2 1 2 2 1 2 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 4 4 SECTION (WITH 2)"MR"_"MEETING RAIL" 13"thru 15.15118" 2 2 1 2 2 1 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 4 3 4 INSULATED 25314"(Equal-Ute) 2 3 1 2 3 1 2 3 2 2 3- 2 2 4 3 3 4 3 3 -A 3 3 5 3 GLASS) 3)FOR OVERALL SASH WIDTH, SUBTRACT 2-9116"FROM THE WINDOW 25"thnt 25-11116" 2 3 1 2 3 1 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 3 5 3 WIDTH. 22"thm 2415116" 2 3 1 2 3 1 2 3 2 3 3 2 3 4 3 3 4 3 3 4 3 3 5 4 4)FOR SIZES NOT SHOWN,ROUND UP 50.5/8" 19"lhm 21-15/16"+ 2 2 1 2 2 1 3 3 2 9 3 2 3 3 3 3 4 3 3 4 4 a 4 4 TO THE NEXT AVAILABLE WIDTH OR 16"lhm 18-15118" 2 2 1 3 2 1 3 2 2 3 3 2 3 3 3 4 3 3 4 3 4 4 4 4 HEIGHT DIMENSION SHOWN ON THE r 13"thm 15.15116" 2 2 1 3 2 1 3 2 2 4 2 2 4 3 3 4 3 3 4 3 4 4 3 4 SASH TABLE. � VISIBLE SASH •i6 32"(Equal-We) 2 3 1 2 3 1 3 4 2 3 4 2 3 4 3 3 5 3 3 5' 4 4 6 4 LIGHT HEIGHT, 5)SEE SHEET 2 FOR INSTALLATION = 31"Qnu 31-15/18" 2 3 1 2 3 1 3 4 2 3 4 2 3 4 3 3 5 3 3 5 4 4 6 4 HEIGHT 39.112"MAX. DETAILS. 3 a 28"lhm 30-15116" 2 3 1 9 3 1 3 4 2 3 4 2 3 4 3 4 5 3 4 5 4 4 B 4 c }� 25"ihm 27.15116"+ 2 3 1 3 3 1 3 3 2 4 4 2 4 4 3 4 4 3 4 5 4 4 5 4 PRODUCT IiEV1SC:D 83 22"thm 2415116" 3 3 1 3 3- 1 4 3 2 4 3 2 4 4 3 4 4 3 5 4 4 5 5 4 SASH VISIBLE LIGHT FORMULAS: es complying roith dna iFlaYida 19"thm 21.15/18" 3 2 1 3 2 1 4 3 2 4 3 2 4 3 3 5 4 3 5 4 4 6 4 5 — WIDTH=WINDOW WIDTH-4.875" Doilding Cade 16"lhm 9&15116" 3 2 1 4 2 1 4 2 2 5 3 2 5 3 3 5 3 3 5 3 4 6 4 5 HEIGHT=SASH HEIGHT-4.293" An:cyr,note No l�C'O��L�.O[ Gxpi tion D•a1e � 13"lhm 1515116" 3 2 1 4 2 1 4 2 2 5 2 2 S 3 3 8 3 3 B 3 4 8 3 5 FIXED VISIBLE LIGHT FORMULAS: 31 37"(Equal-Ute) 2 3 1 3 3 1 3 4 2 3 6 2 4 5 3 4 6 3 4 6 4 4 6 4 WIDTH=WINDOW WIDTH-3.5" Miami f o e Product Con" HEIGHT=WINDOW HEIGHT-SASH 34"thru 35-15118" 3 3 1 3 3 1 3 4 2 4 5 2 4 5 3 4 8 3 4 6 4 5 6 4 HEIGHT-3.336" 31"thm 33-15115" 3 3 1 3 3 1 4 4 2 4 4 2 4 5 3 5 5 3 5 6 4 5 6 4 r ' 26•Ihm 30.15/16"+ 3 3 1 3 3 1 4 4 2 4 4 2 5 4 3 5 5 3 5 5 4 5 8 5 73 25"lhm 27-15118" 3 3 1 4 3 1 4 3 2 5 4 2 5 4 3 5 4 3 6 5 4 6 5 5 22"thn12415/16" 3 3 1 4 3 1 5 3 2 5 3 2 5 4 3 6 4 3 8 4 4 8 '5 5 19"lhm 21-15!1(3 3 2 1 4 2 1 5 3 2 5 3 2 6 3 3 8 4 3 6 4 4 7 4 5 l".,1•i' 16"ltuu 16-15116" 3 2 1 4 2 1 5 2 2 6 3 2 6 3 3 7 3 3 7 3 4 7 4 5 - 39-112°(Equal-Lite) 2 3 1 3 4 1 3 4 2 4 5 2 4 5 3 4 6 3 4 8 4 5 7 4 ei 'e , 37"lhm 39.7/16" 3 3 1 1 3 4 1 4 4 2 4 6 2 4 5 1 3 4 6 3 5 8 1 4 5 7 4 Revised By: Data: Raviefon: •t 34"thm 3515118" 3 3 1 1 3 3 1 4 4 2 4 6 2 4 6 3 5 6 3 5 8 4 5 6 5 •`'j•'• }t'•'•.':i.� C Q. 7B° 31"Ihm 38.15116"+ 3 3 1 4 3 1 4 4 2 5 4 2 5 5 3 5 5 3 5 8 4 0 6 5 - - 26'1hm30-15116" 3 3 1 4 3 1 4 4 2 5 4 2 5 4 3 B 5 3 6 5 4 6 6 5 Revised By: Date: Revi9lan: •��rri�•''�1-)I`�'�`"• ��. A.L1f1,IN MILL�d,P.E. 25"lhm 27.15/16' 3 3 1 4 3 1S 3 2 5 4 2 6 4 3 6 4 3 6 5 4 7 5 5 P.E.#58705 2Z'thm 24-15118" 3 3 1 4 3 1 5 3 2 6 3 2 8 4 36 4 3 7 4 4 7 5 5 ® Deecrlption: Drawn By: 20'1hm 21.15116° 3 2 1 a z 1 5 3 2 6 3 2 6 3 3 7 4 3 7 4 4 7 a 5 ANCHOR QUANTITIES A J ROSOWSKI •SASH HEIGHT RANGE INCLUDES THE STANDARD PROVIEW IORIEL CONFIGURATION. 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE, FL 34275 SH WINDOW —LARGE MISSILE 11/11/11 P.D. BOX 1529 NOKOMIS: FL 34274 Sed-/Model: Scab: Sheet: Drawing No. Rev: CERT. OF AUTH. #29295 SH-800 NTS 3 OF a MD-SH80OLM-01 B TABLE 3: ANCHOR QUANTITIES REQUIRED-Group B Anchors dow Width 19-1l8" 26-112' 33" 3T' h4l" 45" 49" 1/8" Sash Height or Jemb Jamb Jamb Jemb Jamb Ja TABLE 4: m m � `w rc �, o: o: ;, m m Anchor Min.Edge Height Range a Z. s sa a g a Substrate Embed m Y Group Anchor Distance Min Embedment Y a4 Y _ Y Yo o' � x � S = P.T.Southam Pine(SG=.55) 9/16" 13/B" e #14,Steel SMS(G5)¢ m ¢ m ¢ m ¢ m ¢ m ¢ m < m 6063-T5 Alum 318" 118"+• 24-1/2" 12-314"(Equal-Ute) 1 2 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 B- #14.410 58 SMB or Steel Stud,Gr.33 min. 3/8" 0.045(18 Ga)•• 25.112" 13.1/4"(Equal-Ute) 1 2 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 A36 Steel 3/8" 1/9'++ 37" 19"(Equal-Lite) 2 2 1 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 1/4"Crate ex P.T.Southam Pine IS -.55) 1" 19-518"(Equal-Ute) 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 5/16"Steel Ultmcon Hollow Block,(ASTM C90) 3118" 1-1/4" 19"thm 19-9/18" 2 2 1 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 3 2 �+MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 38-318" 16"lhm 1&15118"r 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 13"thru 15-15116 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NOTES: 23"(Equal-Elle) 2 2 1 2 2 1 2 2 1 2 2 2 2 2 3 2 2 3 2 FIGURE A: 22"thru 22-15/15' 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 SASH 1)FOR BUCK DIMENSIONS,SUBTRACT 1" 45" 19'thru 21-15/16•+ 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 CROSS FROM WINDOW WIDTH OR HEIGHT. 18"lhm 18-15/18" 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 SECTIDN (WITH 2)"MR"="MEETING RAIL" IV'thru 15.15!16• 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 INSULATED 25314"(Equal-Ula) 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 GLASS) 3)FOR OVERALL SASH WIDTH, SUBTRACT 2-9116°FROM THE WINDOW 25"Ihru 25.11/16° 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 WIDTH. 22"ihr 224-15/16" 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 3 50-518" 4)FOR SIZES NOT SHOWN,ROUND UP 19'thru 21-15118"k 2 2 , 2 2 , 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 16"thru 18-15/16' 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3F TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE t 13"lhnl 15-15!18" 2 2 1 2 2 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 SASH .. TABLE. SASH 32"(Equal-Lite) 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 3 4 3 LIGHT HEIGHT, 5)SEE SHEET 2 FOR INSTALLATION 3 31"thin 31.15/16" 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 3 4 3 HEIGHT 39.1/2"MAX. DETAILS. v 28"thm 30.15116" 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 3 3 2 -3 4 3 3 4 3 yyG 25"lhm 27-15/16"+ 2 3 1 2 3 1 2 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 7 63" PB .rAyh g wiIh O D 2Z'thru 24.15!16" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 SASH VISIBLE LIGHT FORMULAS: as cmnplyiug with the Florida WIDTH=WINDOW WIDTH.4.876" Bulldin Code a) 19"thru 21-15115' 3 2 1 3 2 1 3 2 1 3 2. 2 3 2 2 3 2 2 3 2 2 3 3 3L 8 l�0-p 14-.d) O 16'lhru 18-15/15' 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 HEIGHT=SASH HEIGHT-4.293" Acccy6 Nh� ExpL'nY n 1}afe Q� 13"lhm 15-15/16" 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 3 FIXED VISIBLE LIGHT FORMULAS: By y r 3T'(Equal-Ute) 2 3 1 2 3 1 2 3 1 2 3 2 3 4 2 3 4 2 3 4 3 3 4 3 - WIDTH=WINDOW WIDTH-3.5" HEIGHT WINDOW HEIGHT SASH Miam llnde l'roduN' 34"thru 36-15116" - 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 HEIGHT-3.336" 31"thm 33-15116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 73° 28"thru 30-15/19'* 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 •�-.;,( l,:'lely�,,.�,��: 25°thru 27-15116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 4 3 3 `'�``��• 22"thin 24-15116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 2 4 3 3 - 19"thin 21-15116" 3 2 1 3 2 1 3 2 , 3 2 2 3 2 2 4 2 2 4 2 2 4 3 3 16"1hn118-15/15' 3 2 1 3 2 1 3 2 1 3 2 2 4 2 2 4 2 2 4 2 2 4 2 3 39-1l2"(Equal-Ute) 2 3 1 2 3 1 2 3 1 3 3 2 3 4 2 3 4 2 3 4 3 3 5 3 .)_ 37'thru 39.7/16" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 2 3 4 3 - •:,(r....,',l,)'',',•.:','-'- 34"that 36-15176" 3 3 , 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 Revlsed By: Date. Ravlslon: 31"thru 33-15/18"r 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 78., �r` `.:. 28"thru 30.15116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 2 4 3 3 Revised By. Date: R.4.1= 25"thru 27-15116" 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 2 4 3 3 . #587 5 P.E. P.E#50705 22"lhru 24-15/16" 3 3 1 3 3 1 3 3 1 3 3 2 4 3 2 4 3 2 4 3 2 4 3 3 ® De..dptlon: Orcwn By: 20"thm21-15,16" 3 2 1 3 2 , 3 2 , 3 z z a z z 4 2 z 4 z z 4 3 3 ANCHOR QUANTITIES B J ROSOWSKI -SASH HEIGHT RANGE INCLUDES THE STANDARD PROVIEW I ORIEL CONFIGURATION. 1070 TECHNOLOGY DRIVE Title: Date.- 14. ata:N.VENICE, FL 34275 SH WINDOW -LARGE MISSILE 11/11/11 P.O. BOX 1529 NOKOMIS, FL 34274 1 Series/Modal: Scale: Sheet: Drawing No. Rev: CERT. OF AUTH. #29296 SH-800 NTS 4 OF 8 MD-SH800LM-01 B TABLE 5: ANCHOR QUANTITIES REQUIRED-Group C Anchors Overall Window Width 19-1/8" 1 26.112" 33' 1 37" 41° 45" 49' 531/8' Sash Height or Jamb Jamb Jamb Jamb Jamb Jamb Jamb Jamb x rc fii to ¢ rc rr ` rr 1 o: W to o: b TABLE 6: Height Range a a g 2 Anchor Min.Edge # Anchor Substrate Min.Embedment o x _ S x Group Distance ¢ m a m m < m ¢ c m m B m 1/4"Steel Ultracon Concrete(min.2.9 ksi) 2-1/2" 1 /6" 24-112" 12.314°(Equal-Lite) 1 2 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1/4"CreteFlex Concrete(min.3.35 ksi) 2-1/2" 13/4" 25-117' 131/4'(Equal-Lite) 1 2 1 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 C 37" 19"(Equal-Lite) 2 z 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 z z 2 z z z 5/16"Steel Ultracon Concrete(min.3.5 ksi) 23/16" 13/4" 19-518"(Equal-Ute) 2 z 1 2 z 1 2 2 1 2 2 1 2 2 z 2 2 2 2 2 2 2 2 z Grouted-tilled Block,(ASTM C90) 2-1/2" 13/4" 19'thru 19-9116" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 16"thru 18-15(16"# 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 13"lhru 15.15116" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 23"(Equal-Ute) 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 NOTES: FIGURE A: 22"frau 22-16/16' 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 SASH 1)FOR BUCK DIMENSIONS.SUBTRACT 1" 45° 19'thru 21.15118°♦ 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 CROBS FROM WINDOW WIDTH OR HEIGHT. 16"Ihtu 1&15116" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 SECTION (WITH 2)"MR"="MEETING RAIL" 13"thru 15-15116" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 INSULATED 25314"(Equal-Ute) 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 GLASS) 3)FOR OVERALL SASH WIDTH, SUBTRACT 2-9N6"FROM THE WINDOW 25"thru25-11/18" 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 T. WIDTH. 22"thru 24.15116" 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 1 50.518" 4)FOR SIZES NOT SHOWN,ROUND UP 19"lhru 21.15/16"t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 18"thru 16-15/16" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 TO THE DIME AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE SASH TABLE. 13°thru 15•15/16" 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 VISIBLE SASH S 37'(Equal-Ute) 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 LIGHT HEIGHT, 5)SEE SHEET 2 FOR INSTALLATION 31"thru 31-15116'. 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 HEIGHT 39-1/2"MAX. DETAILS. v 28"thru 30-15116' 2 3 1 2 3 1 2 3 1 2 3 1 2 9 2 2 3 2 2 3 2 2 3 2 c �„ 25"1hm 27.15H6"• 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 PRODUCT It1-:VIS4iU 22"tluu 24-15116" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 SASH VISIBLE LIGHT FORMULAS: as complying with the Flat'Ida N 10'thw21-15116' 3 2 1 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 WIDTH=WINDOW WIDTH-4.875" Buildin6Code 16-0 .O HEIGHT=SASH HEIGHT-4.293" AmOpti no N. I 16°lhru 18-15116° 3 2 1 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 C imilm Date 22 13'thru 15.15116' 3 2 1 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 FIXED VISIBLE LIGHT FORMULAS! Ry _ 37"(Equal-Ute) 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 WIDTH=WINDOW WIDTH.3.5" Mi:mla ProGuaCCuVf HEIGHT=WINDOW HEIGHT-SASH 34"that 35-15/16" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 HEIGHT-3.336° 31"thru3315118" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 ,.�5'I'•r li.'/• 28"thru 30.15116"e 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 25"lhru 27-15/16° 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 22"Hutt 24-15116" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 _ 19"thru 21-1511'' 3 2 1 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 -' 16"thnr 16-16116" 3 2 1 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 J32 239.112"(Equal-Ute) 23 1 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 2 " 637"IhN 39-7118" 3 3 1 3 3 1 3 3 13 3 1 3 3 2 3 3 2 3 2 -34"thru 36.15/16" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 .3 2 3 2Revised By: Date: Rvlsln: 31"lhru 33.15/16"w 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 2�" Revleed 8y: Date: ReNalon:28"lhtu 30-16/16" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 225"lru27-15/16" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 2 A.LYNN MILLER,P.E. P.EM 58705 22"lhtu24-15116" 3 3 1 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 2 ® Descrfptron: Drown BY:20"lhru2l-15116' 3 2 1 3 z 1 3 2 1 3 2 1 3 z 2 3 2 z 3 z ANCHOR QUANTITIES C J ROSOWSKI •SASH HEIGHT RANGE INCLUDES THE STANDARD PROVIEW I ORIEL CONFIGURATION. 1070 TECHNOLOGY DRIVE Tltfe: Data.- N. ate:N.VENICE, FLSH WINDOW -LARGE MISSILE 11/11/11 P.O. BOX 152929 NOKOMIS: FL 34274 Serfee/Mader: Scale: Sheaf: Drawrn9 No. Rer. CERT. OF RUTH. #29296 SH-800 NTS 5 OF 8 MD-SH800LM-01 B TABLE 7: Itom Dwg.# Pail Doscription Matorial 1 4002A 61222500 Frame Head 6063-16 2 4050D 64050DW Frame Hi-Rise Sill 6063-76 3 4004 612227W Frame Jamb 6063-76 2,783" - 2.325" 5 40548 840545W Fixed Meeting Rail 6063-TB I 062, --- 7 4006D 64005W Sash Top Rail 6063-T6 .062" - 8 4009 764009W Sill Lock 6063-T5 11 4051A 64051W Sash Bottom Rail-Hi-Rise 8063-T6 2.945" 12 1 4008 612231W Sash Side Rail 6063-T5 1.363" 13 1155 781P4A #8 x 51 'Ph.Fl,BMS Steel Seel SS I 2309' 16 1016 785800 W #a x 5/e"Ph.Fl.SMS Steel 17 4087 4408TAWR Sash Bottom Rail End Cap Rigid PVC .062^ - 2.648" Pr 19 4081 64081W Head Fastener Cover(Opt.) 6053-16 �FRAME HEAD 21 1096 71797W Top Sweep Latch Cast Zinc �..i 6063-T6 ALUMINUM 062 22 40808 74080BK Mtg Rail Sweep Latch Plug Rigid PVC 23 1088 SPRNG Sill Latch Spring Spring Sleei .500" 25 1 2235 6678116G DW WstP•.Bulb 170'x`2770"Sash F n Sealtorn Ralf) Flex PVC 70 �„ 2.783" t+- _ 1.749" 26 4066 64066G .187"x.230'Fln Seal FRAME SILL,HI-RISE O 6063-TBA ALUMINUM t 1 SASH BOTTOM 6 ALUMINUM IL 27 1062 61062G .187"x.270"Fin Seal 28 1626 7PAD1627 Adhesive Open Cell Foam Pad Polyethylene 1.341" 29 74087 Hi-Rise Sill Gasket Polyethylene 30 40763 74076DW Head Gasket Polyethylene .tl62" 2278° ►{ 31 4053 6405300 Sash StopCowr(All Balances 60633I.75 I 1.164^ j 32 1080 6EIALCVR916W Balance Cover All Balances Rigid Vinyl I1� 34 75831KEZ Caldwell EZLiftBalance F � ( 857 •040" 7834AA #8 x 314"PH PN(EZ Lift) Steel 1Z31J 2.154" 689" 36 4085 44065WR Sash Cover Guide(EZ-Lift) Vinyl 3B Caldwell Ultra-Lift Balance.(Sash>55 lbs) 1.706" _ 1.349° 39 7BX1FPAX #8 x T'Ph.Fl.Sl.Sll.(Ultra-UR) 410 SS •062° i-- 1,533" -►� .907 4D 1086 44086WR Sash Cover'Gulde(Ultra-Lift Vinyl ,062" 062 I} HEAD FASTENER COVER 41 4029-1 7ULBRKT Sash Bracket(Ultra-Lift) Steel ...____.�_ --••--�- 19 6063-T6 ALUMINUM 42 7832X12FPFX #8.32 x 112"PH FL SS Ultra-Lift 41O SS FIXED MEETING RAIL SASH TOP RAIL SASH SILL LOCK SASH SIDE RAIL 45 1622 71715K Land Senting Block 3132"x 25/64"x 1" Neoprene,85 dura S 6063-T6 ALUMINUM O 6083•TSALUMINUM O 6063-TS ALUMINUM 12 6063-T5 ALUMINUM 46 1715 71715K (G Setting Block 1/8"x 314"x 1-1114" Neoprene,85 dvro 48 4222-JA 84222AW 7/16"Laml Glazing Bead 6063.75 49 40394A 64039800 13116"Lami IG Glazing Bead 6063-TS 50 1224 6TP247W Bulb Bead Weatherstrip,IG Polyethylene 050" 51 1225 6TP248K Bulb Bead Weatherstrip Polyethylene 1.512" --�-j 52 134 66615W Add-on Flange 0t. 6D63-T6 53 1014E 61014FW Screen Frame Aluminum 040" '681" 1" -r- .050" t 187 .218" 54 1630 47042W Screen Comer Key wlRings Vinyl .738" 55 1531 47041W Screen Comer Key wlout Rings Vinyl T( 7T� T} 56 3208 73203PNG Screen Spring SprIng Steel -�-{ 1.094" j--.•-� 1.089" Imo'•168" J.650" I 57 1624 61635K Screen Spline-,135 Dia.Foam Rubber SASH STOP COVER 7116^BEADING 13/16"K3 BEADING ADDON FLANGE 58 61635K Screens Spline Dia.Hard Rubber 31 6063-TS ALUMINUM 46 6063-TS ALUMINUM 49 6063-T5 ALUMINUM 52 6063-T6 ALUMINUM 59 61816034 I Screen Cloth Fiberglass 6i Dow Coming 899 Silicone Glazing Sealant or Equiv. I'RODUCT REVISED 93 3116"HS090'SenlryGlas lnledayer-3116"HS aw c0mplying with the Flolfda Building Code 84 118!'T-114"Air-3116"HS-.090'SentryGlas Intedayer-3/16"HS t` . , f,•. Acedptanc0 Na D 14L O) Revised By: Date: R.vlaton: la piratian Dnt. By i Miax� adeProdw-11-tr R.vtsad By: Dar.: R011110n: Desariptran: Drawn By: BOM&PART DETAILS J ROSOWSKI )';'�.,,;'•., 7•Lq`a<;;:•'.'.;;',�' 1070 TECHNOLOGY DRIVE Tiffs: Data: N.VENICE, Ft.34275 SH WINDOW -LARGE MISSILE 11111111 +i,'"'ry'Oi•.I;�,.:vv.". P.O. BOX 1529 NOKOMIS;FL 34274 S.r7es/Nadal: Seol.: sh0ate Drawing N0, R. P.E.#E.#68705 A.LY P.E.P.E. CERT. OF AUTH. N29296 SH-800 NTS 6 OF 8 MD-SH80OLM-01 B i SILICONE HOT-MELT BUTYL STRUCTURAL 94 STRUCTURAL 1/4"NOMFOAM 3116"NOM. 93 . SILICONE POLYISOBUTYLEN WITH 13/16"NOM. WITH DESICCANT DESICCANT _ 7/16"NOM. GLASS STACK GLASS STACK 1/8"TEMPERED CAP EXT.GLASS EXT.GLASS .090"SENTRYGLAS 1/4'AIRSPACE 3/16"HEAT .090"SENTRYGLAS 3/16"HEAT STRENGTHENED STRENGTHENED 3/16"HEAT GLASS 31'16"HEAT GLASS STRENGTHENED STRENGTHENED INT.GLASS INT.GLASS GLASS 61 GLASS 61 I 51 1 50 y T5 KODISPACE 75 SUPER 4S .524"MIN.GLASS BITE 49 .524-MIN.GLASS BITE O-4SG TPS O SPACERW NXTT"' EXTERIOR EX EERIIOR 45 76-78 46 7/16"GLAZING DETAIL 13/16"I.G.GLAZING DETAIL ALUMINUM GLAZING NOTES: REINFORCEMENT POLYISO. DESICCANT FILL AREA BUTYLENE 5116"NOM. AMERICSENTRYALAS, BY KURARAY 5116"NOM. SEAL AMERICA,INC. BUM& SILICONE SEAL DESICCANT ROLL-FORMED FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS i INT.GLASS INT.GLASS DURASEAL© XL EDGETM 77 SPACER 75 SPACER 11RUDUC'I•IL13VISG6 I as complying with tho F)rid. Duilding Code ' Accaplance Nn tCID 7►4�0 „' Revised By. Dote: Revisn:ioL• iratkm Dale 2 Part# Description Material :',;?'i •`:'.....;„c;,: I•„, •.,,>;, JR 05/15/16 B)ADDED SHEET 8 By 75 ommeding 4SG TPS Spacer System Miami).de ProddeCrnrdmt $BB this Revised By. Dote: Revletan: 76 Quanex Super Spacer nXr Wth Hot Melt Butyl o.!3705 Sheet for 77 Quanex Duraseal Spacer Materials �. 0 Deeertotron: Drown ey 78 Cardinal�Edge Spacer GLAZING DETAILS J ROSOWSKI [ REFERENCE TEST REPORTS:FTL-8717,8966 8 8970 '.',r-- 1070 TECHNOLOGY DRIVE Title: Dote: "'.'-e' •.`l:�':a.• ,.,.��-".` N. VENICE, FL 34275 SH WINDOW -LARGE MISSILE 11/11/11 "'•`) - '-"'' P.O. BOX 1529 "��r�•"`I I`'t"��"� NOKOMIS:FL 34274 A.LYNN MILLER,P.E. Series/Model: Scole: Sheat: Drawing No. Rev; P.E.#58705 CERT. OF AUTH. #29296 SH-800 NTS 8 OF 8 MD-SH800LM-01 B f 1 9 S Florida Building Code Online Page 1 of 2 i BCIS Home j Log In 7 User Registration Hot Topics ; Submit Surcharge I Stats tk Facts Publications f FBC Staff BCIS Site Map Links Search dbox OWN114.11) Product Approval USER:Public User rikhbkK 3s�;xs.�?td�w Product Annmval Menu>Product or Avolication Search>Mved tail FL# urs,°',. ."?.a ;.:� .. a'3• Application Type Code Version Application Status R.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer =IndustriesAddress/Phone/Email 5 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 2/6/2017 Florida Building Code Online Page 2 of 2 j Summary of Products !T FL# Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 Rio C CAC 16- .odf Approved for use outside HVHZ:Yes e-6eatWct Exptr on Date Impact Resistant:Yes 05/26/2021 Design Pressure:N/A �FI_261 stallation Instructions Other:Please see Miami-Dade County Notice of Acceptance(N )for RIO II ifi-0218.03.odf performance information,and mullion clip anchorege detal erified By:Miami-Dade BCCO- arty: f Evaluation Reports L Created by Independent Third Party: Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ad FG1sEc.. Credit Cord Safe http://www.floridabuilding.org/pr/pr_app -dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbI... 2/6/2017 M IAM FDADE 2*11AAfl-DADE COUNTY 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 11805 SW 26 Street,Room 208 130ARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 11aving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (1n Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as descri m 1 with the Florida Building Code, including the Hi a Deity HurricaI DESC1tIPTION:S ries"PGT"Clippedluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: ray ube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for nispection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 1111(o Approval Date:April 14 2016 Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter/under NOA No. 10-08.19.OS) 2. Drawing No. 6300dR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 .through 25 of 25, dated 08129/11, with revision B dated 10/10/14, 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 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance`rest,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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 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. L Jr� ImanuD. 6-10218-03 a ez,P.E. Product Cuntamiuer NOA N Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' 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. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product ContrVIE miner NOA No218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL B�� 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 W o MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS...............................1 ��m o ELEVATIONS...................................1 H�a FIGURE I: MULLT02XWOOD.......................2 0 �� w MULTIPLE OPENING WIDTH FORVERTICAL MULL ARCHES 100E 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL 701X A MASONRY..............2 MULLIONS - -� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES..............._..2 LL SEE OFTAILs RECTANGULAR NOT HAVE A GAP OF MORE THAN 1W FROM THE CLIP. MULL TO MASONRY.......................3 SNEETS2-0 —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 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180,THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U) W ALTERNATATE CLIPS_...................4 z IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL.INSTALLATION..........-..4 0 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF 1 X 2 X.125 MULL SPECS...............5 E F TS J 1 X 2X.376 MULL SPECS SPEC............6 = INSTRUCTIONS. 1X275 X.375 MULL SPECS._.......7 � a= (n 1 X 2.75 X.65 MULL SPECS-..........B z 3 SEE DETAILS 1/ 111. 1 X 3.125 X.500 MULL SPECS...._..9 111 0 G / / III / 6 USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND A TxRU G; 'Y ( ) m SHEETS 27 I 1-- III _ L SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4%,126 MULL SPECS...._..-.....10 (- ch I V- _ 1 A SHEETS G; 1 X 4 X.376 TUBE MULL SPECS..,.11 Q ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN H SHEETS 23 1 X 4 X.376 T MULL SPECS 11 7 J IT- III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. lL I I / 111 � �- I, / 1,25 X3.188 X.265 MULL SPECS = J u ti OPENING 1.26 X 3.25 X.100 MULL SPECS.....13 W z VERT, HEIGHT 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 ? OR MULL LENGTH HORIZONTAL 1,26X 3.94 X.624 MULLSPECS....15 z 6 LU MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS...............10 Q o 5 z. SEE DETAIL E, 2 X 6 X.26 MULL SpECS........_......17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q N c- 4 SHEET 3 11 X.126 MULL SPECS 26 X 2. ....1B .- AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1, f 30'X 3.26 BAY MULL SPECS....,....19 h Q N o REACTIONS. q5'%3268AY MULL SPECS.,.......20 Q 0z :CMULLION&CLIP DIMENSIONS......21.23 I- z .O FENESTRATION 6)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS E%AMPLES 1&2..............................24 R' S Q o� PRODUCTS MAY LOADING EXAMPLES.............-.......25 LU BE OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE TUR6o CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH z U01 BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U V, Z. O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. I ma LMULL /SEEDETARS xDRlzoxrAL A•D,c,H: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING � � , �-,�' SHEETS 2-3 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. LENGTH HORIZONTAL MULL — LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFTP)FOR THE OPENING USING THE ASCE-7 STANDARD. A1ULL I—OPENING WIDTH I�— HORIZ.MULL LENGTH---1 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. -'(LEN,GLLH I-- _I _ '� 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR"OR'TRIANGULAR/TRAPEZOIDAL'. PISINILI, OPE INC - 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFPI FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE ns ildioscumplodd Isle Florida OPE[NG MULLFOR r— I ( 13uildin8 COdO MUS HEIGHT a LENGTHHDRIz y VERT. MULLION CAPACITY(LeS.M OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(UWFT')FOR THE OPENING OBTAINED IN Acocpmm NB 1 �1 `* MULL P MULL STEP 1). Fira11 Dale pbu LENGTH FROM THE SAMETABLE USED IN STEP4)ABOVE,FIND THE VALUE IN THE T COLUMN ANCHOR CAPACITY REQUIRED(LOS THISVALUE L .I-� —Ly-- —� REPRESENTS THE W NDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. By Miami cProductCm OPENING WmTM 11 I7 SINGLE MULLION FOR VERTICAL MULL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\\\\o��(LYNN of ///� OPENING WIDTH ANCHOPJSUBSTRATE(ANCHOR-CLIP PATTERN MAY APPLY SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR __4FORWRTICAL MULL CAPACITY IS MET. ` �` •'L"LGEi4g�••,rp i SEE CORRESPONDING DETAILS MULTIPLE MULLIONS • �1 FROM FIGURE 1 ABOVE, 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FPFOR THE = k:' N..58705 ' OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ =_ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ _- STANDARDS USED; 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 0 ,61 •2014 FLORIDA BUILDING CODE(FEC),5TH EDITION 1r VTE %.7�'•, CAPACITY(LBSIFMOBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION .......... F(OR1DP ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. /�, O� '•••••••'�`\G *ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. / '1 f� I aAISI-S100.07IS2-2010 � ppp FL P. 58705 ri�h� A DETAIL A: DETAIL B: MULLION Ila o k' MULLION TO 2X WOOD-BUCK MULLION MULLION ATTACHED TO 1X SUCKSTRIP TYP,ANCHOR 1 a w OR WOOD FRAMING WOOD BUCK AND MASONRY AND /-PER SUBSTRATE, C LL ATTACHMENT SEE SEE TABLES 1B-160 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, 10 SEE NOTE 1, N MULLION i SHEET 1. SEE SHEETS b I . EDGE I W 1 I I a 1 I MIN 2.7 KSI ',Df STANCE, O W EITHERTHE I I 21-23FORHOLE d I I I CONCRETE OR CMU .� STANDARD OR ° I LOCATIONS ° I ,1 SEE SEE TABLES _ IOFFSET MULL o EDGE o m I EDGE DISTANCE 1BA68 (L"P U) CUP MAV BE DISTANCE I ° FOR MASONRY W ¢ 'O a Q INSTALLED BY I I I FOR WOOD / ° I I I ANCHORS Co cr. M THISMETHOD. SCREWS 1 260-MAXFOR n<d I I SIDE VIEW Z 0 U)J q ALL MULLIONS c' d E-' _O J d a EITHER THE i- STANDARDOR d OFFSET MULL P E cd IY ° - - a CLIP MAV BE Z ° d < EXTERIOR e ° INSTALLED BY ] !— ffi u d THIS METHOD. _l � u Z EDGE ¢ Z c1 d DISTANCE 4 r •— ° ° d FOR M Q 0 N O MASONRY c THE OFFSET CLIP'S ANCHORS < F-y co RECOMMENDED FOR JQJ TJFf o ow 44 FW-FRAMED (n EXTERIORWINDOWS,BUT MAY ALSO BE USED FOR f- N 52 OTHER FRAME TYPES. V In ? ¢ y In z O 0 TYP.ANCHOR TY CHOR �-�p�p (Y TYP.ANCHOR / PER SUBSTRATE, —PER U STRATE, - F d ��x PERSUBSTRATE, / SEETABLES IB-168 SEE A LES IB-160 SEETASLES 113.160 I EDGEIEND DISTANCE BUD TRIP SEE TABLES AND 1B 160 �" ATTACHMENT EMBEDMENT BUCKSTRIP I •' BY OTHERS, ANp EMBEDM SEE NOTE 1, ATTACHMENT 1 '_� SHEET 1. • BY OTHERS, •• SHEET 1. • ' 2.7 KSI CONCRETE OR CMU ONT VIEW PRODUCT REVISED SIDE VIEW as complyinglvilhaw FIDTidn Codo FRONT VIEW BuildingAcceplanccND �• X21 Ex imtion Date INSTALLATION NOTES: By Miami da Trodud 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 I I 1 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \��` CY-�4YNP7 ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��*�•'�LCGNSF••�F'P �� 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 INTERIOR CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. cr 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3, F '•i1 �"C 1� '• S �G O 5)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADECOUNTYAPPROVED �'�f.•'•..FLOIt1�P•'••�Cj` ELCO ULTRACON OR ELCO 114"S.S.AGGREGATOR MASONRYANCHORS. 0 A.LfNNIMILLEF3;P.E. FL P.E.#58705 DETAIL E: DETAIL C: — —.128 MIN. MULLION TO MULLION ® 3� MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: a MULLION (U-CLIP) �•• MASONRY STRUCTURE F1)MAY BE INSTALLED IN"TEE'OR"CROSS' �^ o (STANDARD CLIP SHOWN) _ INTERSECTIONS. VARIES RZ E 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. LL TYP.ANCHOR N EITHERTHE I I I PER SUBSTRATE, _~L3)SEE U-CLIP DRAWINGS,SHEETS 21-23 8 m h STANDARD SEE TABLES IB-13B 8 S iL OFFSET MULL I j TOP VIEW FOR CORRESPONDING MULLION. Z M CLIP MAY BE 1 I e, EDGE DISTANCE MULLION O INSTALLED BY - II .—FOR MASONRY �-I THIS METHOD. I I I ANCHORS VARIESi----{ J W #12 STEEL SCREWS. 7 Z SELF•ORILLING OR PRE-DRILL A ��MULLION AND USE SMS 0 o Do m o O G 0, EXTERIOR 4" s / MULLION F Z f° j a O EDGE DISTANCE THEOFFSET CUPIS FOR MASONRY RECOMMENDED FOR U g 1 ANCHORS .. FIN-FRAMED LINTERSECTION WINDOWS,BUT MAY U•CLIPALSO BE USE FOR OTHER FRAME TYPES. EXTERIOR J Z m Z TYP.ANCHOR '.d Q m p E TRATE, d Z Z N Q ¢ O Z SEE TABLE -13000 IYp.ANCHOR SEE SHEETS 2/-23 FOR N <d YO PER SUBSTRATEHOLE LOCATIONS ¢ o BUCKSTRIP 1n J AND S ,EE TABLES 1B-138 FRONT VIEW EDGE W J ATTACHMENT DISTANCET U) <, BY OTHERS, SE DISTANCE h 9 SEE NOTE I, '<' - - 18-170 („) Z Q �. EMBED ENT• .• ' SHEET 1. •. .•. EDGE D_` s.O • - DISTANCE �s m0 T.o ��—SEETABLESSIDE VIEW ,A MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 -7 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATIO OTES. STRUCTURE 1)ANCHOR EMBEDME MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. TYP.ANCHOR o PERSUBSTRATC, ` SEE TABLES IB•13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0, SEE SHEETS © PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR as complying with[ho Flmido CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. MULLION LOCATIONS AmptXIM No1Co-&Z IS-6S Cnpimlf Date 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. Y 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. ® Mi Dade cl 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED - oDG STANCE o ELCO ULTRACON OR ELCO 1f4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES ��p\�Y•-•••••..9CCC�• �� FRONT VIEW 16 GAAND COMPLIANT WITH THEFLBUILDING 1B-13B ��t:.•��GECISt CODE,A 2X WOOD BACXER MUST USED. ATTACHMENTBYOTHERS. NO. EXTERIOR USEWOODANCHORBPECS SIDE VIEW = NOTES: - i) [C 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD •'• 1U� ANCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, ��So fn �` SHEETS 5.20,FOR QUANTITY OF SCREWS. A'L'YNNI 4 r=k P.E- FL P.E.d 58705 DETAIL F: DETAIL G: DETAIL H: �� FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $$$' o SEE DETAILS A-E, 30'OR d+ sz g O SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 04 MULLION N IS'M Ov"'r- INSTALLED ruZOO O O O O OLU O OSIDE VIEW I LU V o0 o OsepwNwRNrx4x.12s TOP VIEW I j In 4n 0 MULLION ZI TYP.ANCHOR FEXTERIOR SEE TABL PER R158 OR 15B ZTYP.ANCHOR ()STANDARD MULLION CLIP IP RSUUBSTRATE, I 4 I EXTERIOR MODIFIED TO FIT FIELD BEE TABLES iB•740 O 3-1 Q ?CONDITIONB. TXWANGLECUP, ZII2 PER MUWON END,MUST B£ ¢ Z N INSIDE OF BAY MULL. F• FQ.. 00 p -MULLION I I I I CD I (n J a r ` I I J I I II I I I © lL Q \ I I I 2•XVX.125• U) Ln fn 11 I I ANGLE CLIP, Z 2 PER MULLION END, Q Q Q Q I I I MUST BE INSTALLED l d t Z N (n I I I INSIDEOFMULL. �'o m0 mS.Q I \_TYP.ANCHOR L5 PER SUBSTRATE, SEE TABLES IB-140 „/� INTO WOOD, E� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY CEXTERIOR ALUM, MU OR MASONRY MODIFIED IN-FIELD. EXTERIOR - O EppEO �pµ � PRGOUCTREVISED PELT _F as complying with tha Florida ® Building Co do 16-O$t6•� INTO WOOD,STEEL, Acceplonce No O3 ® ALUM,CMU ORMASONRY EDGE O FXplmlionDalc 2) DISTANCE By PER Miami a?MdUct ANCHEDGE DISTOR EOGE PER ANCHOR—I —® O NOTES FOR INSTALLATION OPTION G 8 H: NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ;�t�;•'��GENSt? 'P 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 211'X.125'MULLION. 2)DETAIL G:SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE Tip 50705 LOCATIONS. _ c 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE -,�)•'•,v` N g L 6 ;•\G�`LCI- ��, S, tE• F 3)THE 2X5 CLIP 1S NOT SUITABLE FOR THIS APPLICATION, LOCATIONS. :(�i<•- �LORtOr,•�C� A.ItY PaFr� P.E. FL 58705 TABLE 1A ®Q F Mullion.Ca ac Tablo Ibefle) Opening Width(for verilcally-sparrirgmtMon6)orOpeningHeight(for horizor W-spanning mullions) Lca! 'a 501n 601n 701n 801. 90 in 1001n 1201n 1401n 1601n d. o Reclangllar T pfTdang• Rectangular 11apMang. Re WEMar TmprTdang. RectangWar Trepmeng. FA.Wedal TreplTrWV. Rectanguler TmprTdwg. Flutengular TraprTdang. Reclartgwar Treprof-g. Rectangular ReprTdang. o e w 1%2X.926 Lc9ding Lesunp Loadn9 Loading loafing Loadnri Loading Ledmg Lowing Loading Loading Lwcln9 Lowing Loadn9 Lowing L ding Loedng Loafing s� O AIurn Tuba Mullion s a� s �. p d $J$ ^¢ t^ a V a s 5 q�( �ig1 a�@ a a_ a � 3^y s a g a s gg o on �, dr$ fid _ fid $C Ee dK 9� d` �E d` `s8 (nln� (n 421n 111.9 408 128.6 332 83.2 408 115.5 325 79.9 406 107.8 321. 69.9 400 104.4 319 e2A 408 104.0 319 55.0 408 104.0 319 46.0 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 J W 481n 74.9 312 93.8 266 624 312 73A 252 53.5 312 67.0 218 46.8 312 632 246 41.6 312 61.3 244 31.5 312 61.0 244 3L2 312 61.0 244 28.8 312 61,0 244 23.4 312 61.0 244 � � 60.625 In 03.9 281 70.6 234 63.2 291 61.5 228 45.6 28l 55.7 224 39.9 261 52.1. 222 35.5 281 60.1 220 31.9 281 49.3 219 26.6 281 49.3 29 22.6 281 49,3 219 20.0 281 49.3 2t9 W 0 o O 64 In 626 247 57.5 207 419 247 49.8 202 31.6 277 44.8 199 32.9 247 41.5 196 20.2 247 39.4 104 26,3 241 38.4 193 21.9 247 38.1 103 16.6 247 30.1 193 16.4 241 38,1 193 on 0 1- C 601n 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 20,9 100 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 26.0 156 I-'• J et In 33.1 let 35.3 165 27.6 181 30.3 152 23.7 161 26.9 149 20,7 181 24.5 146 19.4 101 22.6 1M 16.6 151 21.7 143 O z 661n 26.6 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 16.0 165 21.0 134 ? N gZ 721n 22.2 139 213 120 16.6 139 19.9 116 15.9 139 17.5 lie pu$ rH. 1n18.9 12619.7 109 15.7 125 Me 1071n 17.6 116 16.2 104 Q N _O TABLE 1 B r ANCHOR CAPACITY ADJUSTMENT FORMULA: u Z m o Anchor Capacity Table lbe ��m- Anchor CAP.„„ � o Substmt& 2.78 Concrate 3.5k Cone. Holm CAIU Fded CMU PT Wood MGM (OP..)X( >=ANCHOR CAP.,,, y , Anchor Type: 3110'EW o Ultremn 114'Eko Macon 6116'Eko 3116'Eko Ullrecon 114•Eft UlDscon 114"SS Eko 5/16'Elco 114•SS Eko 9106ted 012 9tee1 012 tiled X Y Y Anchor Clip Patterns ult-on AggmGma Ult-an AgglsG.Im screw(G5)screw(05) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR N Edge Olstance 9n): t^ ZIP' t• 2-trr 3-118• t' 2tm r 2-1rz• 2- 3x16' Y o.4a' 0.54• oaz4• CAPACITY REQUIRED"CORRESPONDING TO AN U X Q Embedment(ink 1-314- 1x14' 1.314^ 1.3/4' 7 .1-u4^ 1-714• 1-11. 1.114• 7•va• t-v4• 2- tare lana• teles ACTUAL PRESSURE REQUIREMENT FOR THE Q r Z O O 2 Anchors @ 4.75'Mo.O.C. Standard or Offset Clip(Fig,t} 390165 39016. 45016. 88016. 1844 @s 2ro lbs 2601os 354 M 7a0 ma 3T4lbs cora res 94s lbs 3a116s 4az lbs seo 165 OPENING,WHEN IT IS LOWER THAN THE MULLION D-` X46 s.0 4Anchors®t.ts Min.O.G./Slandard(of OpseO Cgp(Fq.2}: 480 lbs 70016. WA -WA WA WA Wo lbs WA WA WA WA WA 602 lbs e851bs 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 2 a,m� 4Amh%s 83"Mm.O.G I(2)215Ang19 Clips/(Fig.3y 760 lbs 7110 les 68016. 15501bs 1890 Ins 540 Its 56a lbs TLA 7609rs 748 It. See lbs 189216s 682 bs 0651bsI 120Iba MULLION.IT WILL YIELD A MINIMUM ANCHOR PEE Q 0.45•Min O.C.I U-Clip,W.A2S Alum.(Fig.4k WA WA WA WA WA WA NIA WA WA WA WA W221 IDB x80 s A WA N/A Me Ise CAPACITY WHICH MAY BE USED TO QUALIFY a 1 AnUlsr r F4:9p(Fig.5k 195IDs les lbs 22516. 445 Ws 82216. 13516e 14016. 7711. Ile Iba 167lbs 332Ibs 473lbs 170 roe ADDITIONAL ANCHOR OPTIONS FROM THE 2AncnasO 1.15'Min.O.CJ F-p F'.8. 240 Me 350165 WA WA WA WA 18016. WA WA WA WA WA 34116. 4421De 58010. 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: pRODUCr RCVISGD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as cnmplyin8 with gw Florida ® 0 -4 FOR GENERAL INSTALLATION METHODS. --� 1.000" f` noilding Codep A.Mw1eNO SEE SHEETS 2 16�OZf8•w1� ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Ex imti Date FIGURE 3: D 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Miami 0 pro . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 1 BE USED IN PAIRS. � YN.. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 126" \�Oda(L, �![[FR ANGLE CLIP MUST CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ��;•'\,vCQNSE FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126* -'( •% THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT .• rt17U5 _ ( ) 1'X 2'X.125'MULLION �-�,,, p10..7 THE MATERIAL`#KO 8#12AND 36.ANCHORS INORS INTO METAL SHALL EXTEND AT TO WOOD MAY BE STEEL,18.8 S S OR 4107S.S.CREW THREADS BEYOND _ /� / -_ UU��UU��--��JJ IILL__11LL �1vL y-r, �p'• . r 4 LL1= %�'•. C TE OF ij . c.v ..( ' 4\\". A.IYNIJ,)l�4 R,�.E. FL P.E.#58705 TABLE 2A ;t a Mullion Capacity Table IbstW ;P Opening Width(torveNcally-epsnrJng mullions)orOpen(ng Helght(for holizontallyspeMng mUbns) res�" 501n 601n 701n 801n 901. 100 in 1201n 14011. 1W In M LL 0 Rectangular Tfep't'darg. RectagNar TrepRdang. Rectangular Tnp'Tnang. Reclargulan TrapNdarg. FtWanguler Ttapf fl g. RectargNaf 7. It. Reclanouler TrapTdarg Rectangular Trap'rdarg. Ratergular TrepfTderg. y 17(2X.376 loading toa9rg LwdnB Loading Loading LoeGrg Loading Loading Loading Loading Loadng Leading Loadi:g Loading L.Odeg Loading laedllg Loading Alum'Tube .. o ? •.. ' P ?g_ P P ?gg' a F _ _ _ F " Mullion fi� 8p tlg 0� J3 3 d� c N Ism I � o 41 In 170,0 626 170.0 435 151.3 662 1700 478 129.7 68'2 170.0 506 113.6 6M 169.5 618 10119 662 768.9 617 80.8 602 1669 517 76.7 662 1668 517 84.9 8112 188.9 617 68.7 662 188.9 617 J ILI 4611. 721.6 607 136.0 ate 101.4 607 119.2 410 88.9 607 100.7 403 T8.0 507 1028 399 87.8 507 99.8 397 60.0 507 99.0 396 50.7 507 99.0 398 43.4 507 99.0 396 38.0 607 99.0 396 60.62511. 103.7 458 114.8 378 88.4 456 Bag 371 74.1 459 90,5 364 64.0 456 84.6 360 67.8- 456 81.3 357 51.8 466 80.0 356 432 456 800 356 37.0 456 80.0 350 324 45e 60.0 358 Sc m (R C3 0 641n 85.4 400 93.3 338 71.2 400 00.8 3x9 81.0 400 72.7 322 53.4 400 67.3 $10 47.5 400 64.0 315 427 400 82.3 314 35.8 400 61.8 313 30.5 400 61.8 313 28.7 400 61.6 313 W C) 60 In 62.3 324 60.8 276 61.9 324 57.5 270 445 324 51.2 264 Me 324 48.9 260 34.8 324 43.9 257 31.7 324 420 2Tla 200 324 40.6 253 222 324 40.5 253 19.5 324 40.5 253 J g631n 53.8 204 57.4 252 44.8 294 49.2 248 364 294 43.0 241 33.6 294 39.0 237 20.9 2D4 37.1 234 26.9 294 35.2 232 22.4 204 33.5 230 19.2 204 334 230 16.11 294 33.4 230 6811. 48.8 268 49.8 230 39.0 289 424 225 33A 269 31.5 221 29.2 269 341 218 20,0 26B 31.6 275 234 268 29.0 212 195 268 28.Q 210 16.7 268 27.7 209 14.6 269 21.7 209 Z rC 721n 3&0 225 37.9 196 30.0 225 322 191 26.7 225 20.4 188 22.6 225 25,6 165 20.0 225 235 102 1&0 225 221 180 15.0 225 20.3 177 129 225 79.6 176 11,3 225 19.6 176 LU .`x� 78 In 30.6 202 32.0 177 x5.5 201 27.2 173 21.9 202 23.9 170 19.2 201 21.6 167 17.0 202 19.7 185 16.3 202 18.5 163 128 202 19.7 180 10.9 202 75.8 159 8.8 202 15.6 758 J dZ 78 in 28.3 192' 29.6 168 236 1 125.1 165 20.2 192 220 162 11.7 192 187 169 157 792 19.1 157 14.2 192 16.8 155 11,6 19x 152 752 10.1 192 14.4 150 69 182 14.2 150 Q J �' 90 In 78.5 144 18.0 128 16.4 114 16.7 ¢ N O Q Z c 00 in 162 127 15.6 713 y U0 55 r 00�O TABLE 2E ANCHOR CAPACITY ADJUSTMENT FORMULA; U, M.6+ 0 0 Anchor Ca ao Table Ibe ANCHOR CAP.,,,,,,,,,, � X subatme: 2.7KConaae 3.6K Con.. Hotoe CMU FYlad CMU PT Wood Mehl (DP-)X ANCHOR CAP.,", N 2 y MULLION CAP., y1w EI00 7l4'S9 Elco y16•o- 714.58 Eko M10 suet 012 moat 812 s(eel U X +Q O O Anchor Clip Patterns Andra T7pe: 3f10'EIce Ultfacon 114'Ek.Ul9aGm 3f18'Elw Ulacon If4'Elco Ullrac.n UIDac.n AO9n:Ge1a UDaeon Aggneea9r screw iG57 6eraw(G51 scree(GS) USE THIS FORMULA TO OBTAINTHE"ANCHOR Q Ed9a Ulnaroe 01.): 1' 28.72. r 2-112' 3-t8• 1• 2.172• 1" 247 2 3.18• 2 0.48- 0.54• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN C.= Z�W s) Embedmonrylnl: I-Y41' 1.314' 1-314' 1.374• 2 1-114• 1.114' 1-1/4' 1.1N• 1-114• 7-tr4• Y 18./8• lace- lades ACTUAL PRESSURE REQUIREMENT FOR THE €�m� 2 AMhas(.e 4.75-Min.O,C.l Slen�N afO/sel Qlp(Fq.1): 5901bo 39D 98 450111. 690106 16441. 270IDS 2809s 3541Ds 740111. 3741DS 6W 11LMA 40IDS 3411DS, 442IDs SBOIbe OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Anchas®1,IV Min.0-0.1 Standard taorffeq Clip(Fig.27. 460106 7=0106 WA WA NIA WA 3801bs WA NfA WA WAWA 6829. 05 IN- 1129los CAPACITY(FROM THE TABLE)OF THE SELECTED ��-' 4 Anchors®T Mut.D.C. (2)2St5An*Clips I(Fig.31. 780108 100!be� BOO lea 15N IDS 1ee89e 640Ibe 56098 WA 7801DS 7401os Bee IS. 9298 622 The 88510.7 11201DS MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Pnch.re®0.4Y Min.O.C.1 U{OID.Into.125'Alum.(Figir WA WA WA WA MIA WA MIA WA MIA WA WRWA WA MIA 715111 CAPACITY WHICH MAY BE USED TO QUALIFY I Asha I F-ctip(Fig.5) 195 IDS $951b5 225IDS 4451Ds 9221117 135165 14096 177169 37010. 197101 33216. 77-3 IDS 17096 7271be 290 IR ADDITIONAL ANCHOR OPTIONS FROM THE 2A.ch.r6 1.15'MM.C.C.!F•ai [Fig.e• 240166 350 M WA WA NIA WA IW IDs NIA NIA WA WA 341 IDs 44216. 680108 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CT D FIGURE 1: FIGURE2: TABLE NOTES: iu wn,plying with do Fioe{1911 ® ® 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Building Coda 1.000° AcceptanceT4o '02 •0.'j ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. '� �- Expiration Dale ) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 1S ALLOWABLE. { By FIGURE 3: I Miami do Product 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. LYI 1 I 117 l • ® • ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' ON( JJJ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ( `�` \\ .. ANGLE CLIP MUST BE USED IN PAIRS. }I_ .375" Q•'•• �'IC£I��SC•••�'P 4)SUBSTRATES;CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED /'' N0.5'6705 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 BEAT 1'X 2'%.375'MULLION _ ;! • LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND "U •• Q CIS THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL,18-D S.S.OR 410 S.S. S Fb •CV UU��llll��ll IILL��II :p s,rre lV; A.LYNN MIbhEFZ P.E. FL P.E.#58705 TABLE 3A _ Mullion Capacity Table Ibafte) Opening Width(for veltically-sperm g mullions)or Opening Height(for horizonlelly-spanning mtlllons) I, 501n 80 in 701n 801n 801n 10010 1201n Me In 160 In p Rectangular TroplTderg. Rectangular Traprrdarg. Rectangular Thp/Tdong• Rectaguar TrepRdeng, Rectangular 7repTil". Ractangul Treprrdarrg. Rectangular RgYOfang. Root in TrepRdeno, Rectangular Treplydang. o$ 1 x 2.76% Loading Loading Loading Loading Loading Loadiig Loading Loading Loading Loadrg Loading LoadHg Loading Londng Lowing Loading Loading luadrg Sx gin .376 Alum. t• Tubeto _ .. a _ q Fi.. ,. ,. F •u.. .-. •� �`u.. �c ., Mullion121111H � sfiU) N A 11 Cn 4210 170.0 020 1700 435 170.0 744 170.0 470 170.0 868 170.0 508 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 149.7 1301 170.0 621 127,6 1301 170.0 521 111.6 1101 170,0 521 z W 48 in 170,0 708 170.0 524 170.0 850 MAI 581 170,0 092 170.0 630 170,0 1133 170.0 661 101,8 1139 170.0 877 136.6 1138 170.0 600 113.9 1139 170.0 680 97.6 1139 170.0 868 85.4 1139 170.D 680 J W � T 50,6251n 170.0 747 170.0 583 170,0 888 170.0 637 167.9 1032 170.0 684 148.9 1032 170,0 723 130.5 1012 170.0 747 117.4 1032 170.0 756 87.9 1032 170.0 766 83,9 1032 170.0 756 73.4 1032 170.0 756 o 541n 170.0 797 170.0 612 161.3 g07 170.0 691 139.2 907 164,7 730 120.0 907 152.6 720 107.5 007 145.0 714 90.8 907 141.1 710 00.8 907 140.0 709 69.1 007 140.0 709 60.5 907 140.0 709 CO O OF CO 6010 141.1 735 151.5 625 117.8 735 130,3 611 1048 735 116.0 699 002 735 106.2 600 78.4 735 99.6 583 70.5 735 05.1 67B 59.8 736 01.8 674 50.4 735 91.8 574 44.1 735 OLD 014 H t0 J 63 N 121.9 666 130,0 570 101.8 608 111.5 057 87.0 666 08.9 547 76.2 060 90.1 538 07.7 668 63.9 631 60.9 666 79.8 520 50.6 666 75.0 521 43.5 666 76.6 521 36.1 egg 75.6 521 rG U) J 6610 100.0 807 5124 522 80.3 607 09.1 671 75.7 607 85.0 601 86.2 607 77.1 493 56.9 697 71.5 486 53.0 607 87.8 481 44.2 607 63A 478 31.9 607 62.7 474 33.1 607 62,7 474 z W �' m 2 �4 7210 81.6 Me 858 443 68.0 510 73.0 434 58.3 f0 04,3 42B 31.0 610 57.9 419 45.4 510 53.3 413 40.8 510 60.0 403 34.0 610 45.9 402 28.2 510 44.4 399 25.5 510 44.3 399 fn .aTW s' .7610 89A 458 72.5 400 57.8 438 61.7 Sgt 49.6 458 54.1 380 {3.4 458 40.8 '370 38.8 458 44.6 373 34.7 458 41.6 380 26.0 458 37.7 362 24.8 458 36.0 369 21.7 458 35.7 350 J J o dZ 781n 84.2 435 87.0 301 65.5 435 SB8 373 45.9 135 49.8 308 40.1 435 44.7 Jsa 36.7 135 10.0 355 321 435 36.1 351 28,0 475 51.4 344 22,11 435 326 341 20.1 475 32.2 340 F¢-- e- 901n 41A 327 4J.1 200 31.0 327 38,4 285 29.9 327 31.0 280 26,1 327 28.3 275 23.2 321 25.7 271 20.9 327 23,7 206 17.4 327 21.0 262 14.9 327 fg.3 256 Q N O Z 11co 6 In 31.4 217 35.4 267 21.1 217 21.9 262 24.6 237 26.0 246 21.6 287 23.1 244 19.1 207 20.9 240 17.2 287 19.3 237 14.1 287 18.8 232 r N X goo fO11n 24.2 227 24.7 205 20.2 227 20.6 201 17,3 227 18.0 tog 15.1 10.0 195 W b o a 1111n 223 215 22.7 194 11.8 215 18.1 181 16,9 215 16.8 188 w N 12010 17.6 W. 17.9 167 _ U 44�r TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d � Z 90.0 Anchor Capacity Table Ib9 ANCHOR CAP-„a,,,,rc _ s'W'ste: 2.71,Concrete 3.5k Cont. Holm CMU FIBed CMU PTNbod Metal (DP IONCAP.)X( ANCHOR CAP.a« 30 €wmlY \MULL 5/16'Elco 114'SS Eco 5116'Elco 1/4'SS EIco 310 Steel e1291ae1 0129tet1 AnchorCllpPalteme MchaType: 3I16'EkoUluacon tra•EkoUllracon UlMon 3r18'Elcoul6aeon 1l4"Eleouprecan AggreGator Ulm- AggmGntm Serew(G5)sorew(G5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge W nee(In): t• 2-12" i• 2-12' 3-11W t• 2-10 1' 2-112• 2- 3.1ra 2• 1 OAT D.5V 0.32a• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(111 1-314' 43r4' 1-314' 1-3r4' T 1-174' t-1/4' 1-114' 1.1/4' 1-IN' 1-114' 2' 1318• KUB• lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Aacbm Q 4.75'MN.O.C.ISlanaardvMot COP Flg.1. 390 FA 390lot 450 lbs 89D lbs 16441M 270lba 2801bs 354163 740 The 374 ins 664lbe 948lbx 341 lin 442 Its 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amtwrs 111.15 MIn.O.C./SlandNd(cr OOxel)Clip n.21: 460103 700lbs WA ILA WA WA 360 lbs WA WA WA WA WA 662 tos 885 Ila Me lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Antlers Ql 3"Min.O.C.1(2)2x5 Angle Chips/(Fig.3): 780165 780109 6BO lbs 1560lbs 1996 tbx 540 to 56D ilia WA 760lbs 748163 080 to. 18921bc 682 Ibs 06516x_ 1120 Ws MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchom®O.aS'Min.0.C.1 U{71p,Into.12Y Alum.(Fig.Ay WA" WA WA WA WA WA WA WA WA WA WA WA WA NIA T151ba CAPACITY WHICH MAY 8E USED TO QUALIFY 1 Anchor/FLgp(Fig.5k 195 to$ 195 Ib. 226 Ws 445109 '2'lb, 135 lbs 1401ba 1771be 770Im 107163 332103 47310a 770@3 221 Ibs 280163 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 7,15'MN.aC/F-CII (FIG. 740163 350 Poa WA WA WA NIA i901bs WA WA WA WA WA 347103 4421ba 560 @x 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. PRODUCT REVISED as complying With tha FIOrI& Building Code ot18•�3 AccepNO tance 16- FIGURE 1: FIGURE 2: TABLE NOTES: --1 1,000" r--- expiration Date 2pQ1 ® F-* • ® ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mi 1i ado ProdCaxta uct el SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: ..........ze 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" `4��'``•,-'1 IGEN@�'••-F,p • 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •1t - I`!G.65705 ANGLE CLIP MUST 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 490.WOOD SHALL BE PRESSURE-TREATED ljnc G 2 FIGURE 4: FIGURE5: FIGURE 6: �Q /( f•(/ 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.SHA THICKEN GAUGE),STRUCTURAL STEEL 70 BE AT T • . ' LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.75"X.37S'MULLION %�S•.,F<OR10P•''`('�`�,� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAY BE STEEL, ,A tS/f'1hp"""ggql C:r 4YfVry( 4r R,\�`P.E. FL(°' #58705 TABLE 4A Mullion Ce ac 7a610Ib51R' 61 Opanlng Width(for SeNca*sparnirg mullions)or OpSning Height(for horiznllteB�-spellrtirg mullions) 501n 601. 70 in 80 in 90 In 100 N 12010 1401n 160 in [t�n 1 X2,76X R.Wgdu Trep7Murg. Recta.guiu TuiprTdang. Rectangular TMOT1en9. Racte.gUlm Tmollmg. Rectangular TraprTdeOg. R.ctargUer TmprTd.ny. RecmnOulu T1ep181en0. ReotengLA TmP7rdan9. Rectangular TraW7deng, o os w LmIln L.adn L.ft Lmdn Lox .660A1um. 0 0 D 9 dxry Loadtg Loxdng LoadnO Loading Loadln9 Loadn9 LoadnO Loaduq Loed'rq LoedN9 LoadnO Loadi.e Loadrq oz V Tubo £ x a p P x x' p .� r {, r x• 7: a z. F E _ a a 27 LL if 'G b.� 6.. 6 .. p .. 6 '3 n G.. `$ $ pg@ NMullionosot� o 421A 170.01 820 1 170.0 435 170.0 744 170.0 478 170.0 888 170.0 508 170.0 092 170.0 519 170➢ 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 158.7 HIM 170.0 521 138.8 1620 170.0 521 J W 40 In 170.0 706 170.0 524 170.0 850 170.0 584 170.0 992 170.0 030 170.0 1133 170.0 601 170.0 1275 170.0 977 170.0 1417 170.0 880 141.7 1417 170.0 880 121,5. 1417 170.0 900 100,3 1417 170.0 680 7 = 3 (J) 50.6251. 170.0 747 170.0 567 170.0 SW 170.0 631 170.0 1048 170.0 684 170.0 1195 1700 723 1628 1286 170.0 747 146.3 1288 170.0 756 121.8 1286 170.0 750 104.5 1200 170.0 756 01.4 1288 170.0 756LLI C> 54 N 170.0 707 170.0 612 170.0 VA 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 003 133.8 1130 170.0 837 120.8 1130 170.0 856 100.5 1130 170.0 881 60.1 1130 170.0 081 75.3 1130 170.0 861 m O 0 m BON 170.0 885 170.0 701 146.5 015 162.3 781 1255 916 144.5 746 109.8 915 1323 735 07,6 015 123.0 720 87.0 015 1113.5 720 73.2 915 114.4 715 62.0 015 114.4 715 54.0 915 114.4 715 f = 63N 151.8 030 1111.8 7l0 128.5 930 139.9 884 tOB.S 830 123,2 981 81,8 630 1122 870 84.4 830 104.8 692 75.0 830 90,4 856 93.3 830 84.5 &B 54.2 Bag 04.1 B4B 47.4 830 94.1 849 W m p 80 in 132.1 757 140.0 650 110,0 757 119.8 630 84.3 757 105.0 024 82.5 757 88.1 614 73.4 757 80.1 600 68.0 757 B4.2 800 55.0 767 70.0 603 47,2 767 78.2 591 41.3 757 78.2 591 Z d � j 72N 101.7 038 108.0 5S2 64.0 We 9L0 610 727 638 ml 530 83.0 M28A 521 58.5 f28.1 14 509 830 823 508 42.4 0.18 57.2 500 36.3 836 55.3 497 31.8 B36 55.2 497 � J o rcZ $ 7810 86.5 571 00.4 406 72.1 571 76.6 488 B. 671 67.4 479 54.1 71 48.0 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.0 447 27.0 571 K.5 440 781n 90.0 542 83.4 474 66.7 542 70.8 465 57.1 542 521. 456 $0.0 449 44.4 442 400 542 41.5 437 333 542 42,0 429 28.6 542 40.6 425 25.0 642 40.1 423 Z p ¢ N BOIn 52,1 407 53.7 361 43.4 407 45.4 355 37.2 407 38.8 349 32.5 311 28.8 338 26.0 407 29,9 334 21.7 407 20.1 327 18.8 407 24.1 322 16.3 407 23.0 319 Q to Z r' BB In 429 356 44,1 320 35.8 356 37.2 314 30.7 358 32.4 309 20.8 36d 2J.8 300 21.5 358 24,0 200 57.8 350 21,0 289 13.3 358 19.2 296 CA ><m 00 Cq O10810 30.1 283 30.8 265 25.1 283 25.0 261 21.6 283 22,5 247 18.8 244 10.7 240 15.1 283 16.5 237 W Nr111 N 27.8 267 28.3 242 23.1 267 23.0 238 18.8 267 20.6 235 17.3 231 15.4 228 h N y U) 120 N 22.0 229 22.3 209 18.3 719 16.8 205 15.7 229 18.2 202 V x Q O O TABLE 4B IL a r Z ANCHOR CAPACITY ADJUSTMENT FORMULA: @ "p Anchor Ce act Table Iba ANCHOR CAP.,,,,,,,,„ -$ Substrate: 27kConcrete 3.5kConn. )kOowCMU F91edCMU PT Wood Metal (DPo)X )=ANCHOR CAP_ 5'18'Eko 114'S9 Eko 5116,El,. 114'SS Eko 910 S1rel 012 Sl.el (112SlOel MULLION Anchor Type; 3118'Eko UlUecan 114'Eko UXrecan 3116'Ek.Ulkacon 1!4'Eke UlBxon Anchor Clip Patterns Ulbecm Ap9recata ulirecon AyyreGaior Semw(05)Bgew(G5) scmw(05) USE THIS FORMULA 70 OBTAIN THE"ANCHOR Edge Olde..(N): 1' 2-Ur 1" 2-112' 3-IW 1• 2.1/2• 1' 1 2.11r21 3418' 2' o.48' 0.54" - 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emit.&-tM>: INV 1-314' 1-V4' 1-314• 7 1-114• 1.114' 1-114' 1.114• 1.1/4' 1.114" r I-W tare' !edea ACTUAL PRESSURE REQUIREMENT FORTHE 2 AwImm 63 4.75'MO.O.C.I Stan&M of 015M Clip(Fig.1): 390 39016. 450lba 89D Ns 16441W 2701ba 280 lbs 3541bs 740Ioa 374106 6641bs 046 roe 341 442106 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctrore 631.15'MN.O.C./SkMafd hof OBsep Culp(Fq.2): 480106 700 mx WA WA WA wn 380106 WA WA WA WA WA 6821bs east 1120 fns CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arw1nra 6y 3"Min.O.C.!(2)215 Angle C9ps!(FIy.3): 780 Im 760U 660105 1580 lbs 1896 Ns 640166 560106 N/A 780169 748106 - BW lb. 16921bs" 882 ft BBS be (1201bs MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 ArCtwfa 690.45•Min.O.C.f U-Uip.kilo.W Akim.(Fig.41 WA WA WA WA WA WA WA N!A WA WA WA WA WA ".I. CAPACITY WHICH MAY BE USED TO QUALIFY 4 Ancborf F-Crip(FW 5): 1951bs 195@6 22516.. 445 lbs 922106 1351ba 140 tba 177 pts 370166 197166 372166 473 lbs 1 170166 1 221166 zea lba ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncMra®1.1S MN.=1 F-01P(FIy.6XI 240166 350146 1 WA WA WA WA 190106 WA WA WA WA I WA 1 341816 1 442106 580166 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RBVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. m complying with 9w FlDrldh Building Code 4.eWb.Cx3 FIGURE 1: FIGURE 2: TABLE NOTES: Ac PI No ® • • --� 1.000' '+-- EnpimliOn Dale )$P1� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. B"o\nI.111,• SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r M2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 FIGURE 3: "0 3) •<�`� 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. �.:• k FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .650" �' R-- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED 1 %O'., lrL1,6 !/�FIGURE 4: FIGURE 5: FIGURE6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' �J '. STAW THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT '•.,�COFt10 P••• (`� I I I{ f I THE M 125"THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND 1'X 2.75"X.850'MULLION .Sin \'�� THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. �1� ff1111111�1 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A o > + Mullion Copacity Table IbeA11 a E Opening Width(for ver5da*9pwdrg mdlon9)or Opening HolSint(for horizonla"parYi g m 1lone) 501n 60` 701n e0 In 0010 I 10016 I 120 in 140 in 160 in O Racleno 1Yapllliong. RWmiluter lln p Tking. RWI.gdar Taprodag. Red4ngdar Tmprodaig. Rmtvi A Troprrdang. Rederw TmplQlmlg R4dengrler Trap4li1mg. RucWgW.1 Treprrdsig. Reclengular 7tap7Ttlwa. cc 1"x3.12b"x Loadrg Laedno Lvad'nA LoadnO Loednp LoadnO Loadn9 Loading Loading Loadna Load`g Loading Lo Ong loedna Cooing Loadn9 Lo ling Loafing 1)Y 0 J .600"Aluma a a r F A• ILDLL N Tube Mull O F 42` 170.0 020 170.0 435 170.0 744 170.0 478 170.0 170.0 503 170.0 992 170.0 5re 170.0 lie 170.0 521 170,0 1240 170.0 521 70.0 14ea 170.0 621 170.0 1735 170.0 521 164.4 t6m 110.0 5x1 W 170.0 703 170.0 524 170.0 650 170.0 684 982 170.0 630 170.0 1133 170.0 601 1275 170.0 077 170.0 1617 170,0 8BO 157.7 1577 170.0 680 135.1 1577 170.0 660 118.2 1577 170.0 8110 Y w 9ro N 50.825 In 170.0 747 170.0 563 170.0 006 170.0 831 170.0 1040 170.0 684 170,0 1105 170.0 723 170.0 1345 170.0 747 VD.0 1494 170.0 756 141.7 1495 170.0 768 121.5 1495 170.0 758 106.3 1485 170.0 156 LU 'n o O 64 in 170.0 787 170.0 012 170.0 056 170.0 691 170.0 1118 170.0 754 17%0 1275 170.1) 003 166.1 1401 tT0.0 837 1411.6 1401 170.0 856 424.9 1401 170.0 681 108.8 140f 170.0 681 03.4 1401 170.0 801 ca CD ~ 7 00In 170.0 8115 170.0 701 170.0 1003 170.0 707 158.5 1156 170.0 678 1387 1156 167.0 928 123.3 1150 168.6 917 111.0 1160 140.7 910 92.6 1156 144.5 003 70.3 1156 144.5 903 89.4 1158 144.6 003 { 83In 170.0 030 170.0 745 159.8 7049 170.0 650 137.0 1049 155.5 600 119.8 1048 141.7 848 106.5 1049 132.0 BSB 95,0 1049 125.5 826 79.8 1049 119.3 620 OB.5 1049 118.0 819 69.9 1049 118.9 810 � (N.7 �• Fa 601n 160.8 855 170.0 78D 139.0 955 151.3 601 110.1 055 133.7 780 104.2 055 121.4 716 02.0 955 112.6 765 83.4 055 100.4 167 69.6 855 09.e 749 59.0 955 88.7 749 52.1 955 88.7 748 �(� Z W 721n 128.6 803 134.9 697 107.0 BOJ 114.9 062 91.6 803 101.1 670 60.3 803 81.2 559 710 803 63.0 049 04.2 Bea 78.6 642 53.5 603 722 832 45.9 803 69.8 628 40.1 803 80.7 027 J J `c3 zZ 78117 100.2 721 114.1 628 91.0 721 07.0 015 76.0 721 85.1 005 86.3 721 78.5 595 60.7 721 70.1 588 54.6 721 65.4 570 45.6 121 59.4 569 39.0 721 58.6 664 34.1 441 56.1 663 781n 101.0 684 105.4 599 04.2 614 811.4 587 72.2 094 76.4 576 83.1 604 70.4 687 58.1 684 64.4 558 60.5 684 59.0 551 42.1 664 54.1 511 30.1 6114 51.3 530 31.6 884 50.0 534 �I"" Z Q C1 0 901n 06.6 514 87.0 456 54.e 514 67.3 448 47.0 614 60.0 440 41.1 514 44.6 433 39.6 514 40.5 427 32.9 614 37.3 421 27.4 514 33.0 412 23.5 514 $0.4 400 20.6 6N 28.0 403 I 1/� h u'7 s�Z o 99In 54.2 452 56.7 404 45,2 462 47.0 306 35.7 452 40.0 390 33.0 452 36.4 384 30.1 452 32.0 378 27.1 452 30.3 373 22.5 452 20.6 385 18.4 452 24.2 369 10.6 452 22.8 355 ' to N A �� 108117 30.1 357 39.0 322 31.7 357 327 317 27.2 357 284 312 23.8 357 252 308 21.1 397 71.7 303 10.0 337 20.8 209 15.9 357 18.0 2D3 13.8 357 16.2 207 11.9 357 15.0 287 W N 111 In 35.1 338 35.8 306 28.2 J38 30.1 301 25.0 339 20.1 296 21.0 739 23.1 282 10.5 339 20.8 268 ITS 330 10.0 284 14.0 338 16.6 278 12.5 378 14.8 273 11.0 338 13.0 280 M 120` 27.7 289 28.2 203 23.1 289 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 HA 288 16.3 249 13.9 289 14.9 240 11.0 289 12.8 240 9.9 289 11.4 236 11.7 289232 U X Q O O IL Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCe eG Table Ilia ANCHOR CAP.,,v,,,, ��ba subslrsle 270 CDmrdeJ24�f2' 31ifr Cane. N ow CMU Filed CMU pTwtwd Mnz+ (DP-)X( )=ANCHOR CAP 114'$S a'Elco 114•$5 Elco 916•Eko 174•SS FJco a10Slad NtzSlcel N72steel AnehorCllp Pelleme °JI�EIco uBracm tl4'Ekorbcm 9t6'Etco U0.mcm t1a•Ekoueracm AgQeGSor U=m A99foG9tr screw(05)screw(135) Scrar(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E aslame P v 2-9T r .1ra 1• 2-9T 1' 2-tIT T 3-ve' 7 0.48• 0.54' 0324• CAPACITY REQUIRED"CORRESPONDING TO AN Emtemlmf n lora' 1-W 1ar4' 2• 1-w' 1-U4' 1414• 1.14• 1414• tars 2 tate• ta'asines ACTUAL PRESSURE REQUIREMENT FOR THE 4.76Mlno. .IslatdaoorOieatc t Soo 103 45AM 44106 270105 280106 354 be 740185 3r410a 6Mlb. eros 34 O5 442 ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aa6pn® 15'MmO.C.Istwmrd(oromet)COp(r1g 23 40)IDS - 70OW NIA WA NIA 380 ms NIA WA NIA WA WA 882105 absOs1120 tin CAPACITY(FROM THE TABLE)OF THE SELECTED ®3'Min.O.C./M 2i5AngkC031(Ag 31 18010s beg 165 96ms 540105 561 NIA 7601oa 748165 800166 1392IDs 652 Ms B851tw 1728 IRs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Ancmia 0.4YM`.O.C./U•Clip,inl0.123'A1um.(F NIA WA NIA NIA NIA WA NIA WA WA WA WA NIA IVA 1D73 m6 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcon FU (Rg 106lbs f95ms MIS ma 22 ms135109 140 me rams 370106 1871Ds 3321Rs ma16s t7o Ns 2211as egglm ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aril®1.15•Min O.GJ F4C 1Flg 61 210168 350105 NIANIA NIA IAO ms NIA WA NIA 1 WA WA 347 ms 442166 660M ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PAT TE CHOR VALUES AS THE NO CUP. FRODUC'P RBVI96P as complyin8 wilh Ym F10ri& H 1.000'1 nuildiu8 D Acaeptanca tbo(�$Z)8•nZl FIGURE I: i": ABLE NO ES: O/A 6 irstimDate /•.. o 1) EE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By S SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MiwDedot'roduct 111f11111)/j2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125, I! )/�FIGURE 3: 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 LOCATIONS. 'i..• Nu.G67U5 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -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" :t� g jj11(: F rl/ �t.� '•, � THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT (" MULLION )1-X3,125'X.6'MULLION ��•.,F(OR1p;``.•'�Cj�•` 1 VF LEAST THICK AND 130.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ' l 5s \•;� THE MATERIAL.010&µI2 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR410 S.S. IIrSI[)��i��.. t1� A.LYNWMUER,P.E. FL P.E.4t 58705 TABLE 6A ®gn A Mullion Capacity Table Ibsile Opening%6dth(for ueNcaRyspanrlrgmulllons)orOpeningHeight(for rodzonle9y-sparWrgmullions) C", Q 501. 60 in 701n 8111. 901n 1001n 120 In 1401n 1601n p Reclargilar T*Tdang. Rectangular Trapfidanp, Recta WW, TrWTdwq. Rectangular TreprWng. Reelen9ider Trapailanp. Rectangular TreNrdenB• Rectangular Tr"'Tda.g. Recwnoar TmpfTdeng. Rectangular Ttepfnieng. u 1 x 4 x.125 Loading lnedng Loadn9 Loadne Leafing Wading Loafing Leader Loatling Inedrg Loafing Loafing Loedinp Lpadrg Loafing Loafing Laednp Loafing Alum.Tube € ,. •' .€_ .� .'f Al .�' €� � .�' .�^ .'. '� Mullion : o r 42W 170.0 620 170.0 435 170.0 7M 170.0 478 170.0 868 110.0 F00 170.0 982 170.0 619 170.0 1118 170.0 621 170.0 1240 1700 621 170.0 1408 170.0 521 115.8 1189 170.0 621 {27.0 1489 170.0 521 J W 46h 170.0 708 170.0 624 170.0 850 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1278 170.0 877 150.3 1303 170.0 600 130.3 1303 170.0 BN 111.7 1301 170.0 680 97.7 1303 170.0 680 _ 80.8251n 170.0 1.747 110.0 56.5 170.0 OW 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 170.0 747 140.5 1235 170.0 756 117.1 1235 170,0 166 100.4 1235 170.0 750 07.8 1236 170.0 756 641. 170.0 791 170,0 612 170,0 958 170.0 681 170.0 1118 1700 754 154.4 1150 170.0 807 137.2 1158 170.0 037 123,5 1158 170.0 856 102.9 1168 170.0 061 88.2 1150 170.0 661 77.2 1168 110.0 801 M 801n 170.0 BB5 170.0 701 168.7 1042 170,0 797 112.8 1042 161.1 032 125.1 1042 146.7 015 111.2 1042 136.6 601 100.0 1042 130.2 791 03.4 1042 125,1 762 71.6 1012 125.1 782 82.5 1042 1x5.1 782 F to J 01 In 170.0 930 170.0 745 151.2 992 163.6 810 120.0 092 144.4 709 113.4 902 131.0 782 100,8 992 121.4 780 90.7 992 114.6 75B 75.6 092 108.4 745 84.0 092 108.0 744 50.7 092 108.0 744 2 J 661n 165.4 047 170A 789 137.0 847 146.0 786 110,1 947 130.3 -768 103.4 947 117.7 752 01,9 947 108.7 738 52.7 947 102.2 727 60.9 947 05.1 713 59.1 047 04.0 711 51.7 047 64.0 711 Z to i m 721n 135,9 849 142.7 737 113.2 649 121.6 722 97.0 849 1009 7138 84.9 849 98.4 696 75.5 049 80.7 680 67.9 840 82.7 676 608 849 75.3 659 40.6 646 726 652 42.5 049 72.4 651 2 W 1 sW 761n 116.6 782 120.7 665 96.3 762 102.6 662 52.6 762 90.0 640 72.2 762 80.9 629 84.2 762 74.2 620 57.8 762 69.2 813 48.1 782 62.0 602 41.3 762 89.9 597 36.1 782 b9A 595 ,=jZ ' 4 J S 78 h 106.9 724 111.0 874 89.0 724 94.0 621 78.3 724 02.9 809. 60.8 724 74.4 699 59.1 724 60.1 691 53.4 724 83.4 561 411.5 724 57.3 677 38.2 724 64.3 6(17 33.4 724 63.8 565 Q W O 90In 89.8 b13 71.6 483 68.0 513 60.7 171 49.7 543 62.9 488 17.5 513 47.1 458 3&8 W3 42.11 152 34.8 513 39.5 446 29.0 617 34.9 138 24.0 543 72.1 !30 21.7 643 30.7 126 ¢ cC Z N ,- 061n 57.3 476 58.9 427 47.0 476 49.7 419 40.0 478 43.2 412 M.0 476 30.5 405 31.8 478 34.5 400 20.7 476 32.0 385 23.9 470 20,1 388 20.5 178 25.6 300 17.9 478 24.2 376 F N¢ 0 1081n 40.3 371 41.1 341 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 28.6 325 22.4 371 24.0 321 20.1 377 22.0 317 18.0 377 19.0 310 14.4 377 17.1 301 N r $ S III In 37.1 357 37,8 323 30,9 357 31.6 318 26.5 357 27.6 313 23.2 367 24.1 309 20.6 357 22.0 305 10.6 367 20.1 301 15.4 357 17.4 281 UU K S2 S2 120 in 20.3 308 28.8 219 24.5ji 306 25.1 274 21.0 308 21.7 270 18,3 306 19.2 267 10.3 300 17.3 263 F- X 1441n 17.0 212 17-2 186 <2s- Z.,0 N Q' TABLE 6B ' ANCHOR CAPACITY ADJUSTMENT FORMULA: m m� Anchor Capacity TableAbs) a subslmte. 2.7k Canorete 345k Cone. mollow CMU Filled CMU PT Wood Metal (DP,)X(ANCHOR =ANCHOR CAP.., �y mm 1f4.85 Eko 5118'Elco I.'Sit Eleo M1136reei 012 Steel N12 Sted `\\MULLION CAP,r ,ae Anchor Clip Patterns Arwhor Type' 3(18'Eke Ullman 1111'Elco leuecan o mke4on tld•Elm Unrawn AgpreGala Uuracon Ap9leGalor Sorew(OS)so"(66) sorer(G5) USE THIS FORMULA TO OBTAIN THEANCHOR Edge pslome(Int 1' 1780bs 1• x-112' tt2• t• 212' Y stra• 2• 0.49• 0.54' 0.321' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(1# 1.94• 1.94' 1-94• 1-1111• 1.114• 1-114• 1-114" 1-114' Y 1310• ty8• redos ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom 404.76'Min.O.C.1 StaraWdarOl0et CUP(Ftp.1527 3001bs 450 P. 89a lbs 1644 lbs 270159 250 the 354 lbs 74D lbs 374 The 664 bs 046 bs 341 lbs 4421614 56 rA OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AOCMrs®2.25•Min.O.C.f slmdard(d OBsel)Clip(Fill.3): TOO Ibs SBO lbs 1110Ibs 052 Ib* WA SBO lbs WA 630 R. WA 881)IM WA 602 lbs 8081014 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Arlham§1,15'MIn.O.C.l Slandmd(orO69e0 Clip(Fig.4} 960159s WA NIA WA WA 760 lbs wA WA WA NIA -WA 138310s 17701b3 2240 It. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aahas®3'MIB O.C.f(2)2x5 Angle Gips I(Fig.57 780 P. 660 bs 15601b5 1896 ft 6401bs 560IM WA 7601bs 7401bs 880 Itis 1592lbs 602153 8851bs 11201ba CAPACITY WHICH MAY BE USED TO QUALIFY B Anchors 3'Mirt O.C.I 35AngbCYpcl 6): 1170153s 1020 bs 2340153 2844 bs BIO IW 840 bs WA 1140103 1122roa 1320 Ds 2B381tis 1022 ibo 1327153 1880 16e ADDITIONAL ANCHOR OPTIONS FROM THE 4 Arohars 0.45'Min.D.C.f U{xlp,Info.125'ANm.(Fb.lk WA WA WA WA WA WA WA WA WA WA WA WA NIA 44J01os ANCHOR CAPACITY TABLE. ED 2 Anchors 89 2 25•Min.O.CJ F42ip(Fig.Bt 350 Bn 2BO 1ba 7051bs 476 bs WA 2001b. WA315 ha WA 4401bs WA 341153 H21bs 560153 PRODUCTRw,th gic4 Anctwrs®1.15'Mht O.CJ F-QID O=tO Bl 48015314 WA WA WA WA 380149 NU WA WA NIA WA 602 914 885153 1120 814 as complyin0 with 1116 Flmi&4 7,000' Boding Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I I` Acceptance No Expirelim Date �Z) TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8. FIGURES: Nuami de Pro t • • • • • • IF. • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE C C 11 5 I ' Of • o • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��• W 1 �4\*U. ........... 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4\CENSE >Q 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4'000" Ira,515/05 _ TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW -_ FIGURE 5: FIGURE 8: FIGURE 7- SUGGESTED,APPROXIMATE HOLE LOCATIONS. = i) a•TLf- ° ° ° • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .0 • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70 ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' ( /'!ORIOI`...• �`': SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL ' NO CK ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS STUDS To BEA M TO INTO SHALL E(TEDE 33 AND.045" IND CK AIT EAST 3)SC EW THREADS.STRUCTURAL BEYOND EYOND THE MATERIALELTO BEAT •#01& J /+'+11 NN- VX N- V X 4'x.126• A.LYNN UiLLER,P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,18-6 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A an tt Mullion Capacity Table Ibstle) Open Ing Width(for veitcalyspercdlg mullions)or Opening Height(for hotl2onlaly-spanning mullons) c^t 6D In 601n 701n 80 M go in 1001n 120In 1401n 1601. g.• p 1x4%-376 Reclangul" MwTdMg. Rectangular TraplTdang. Reolangular Traprrilug. Reclengdar Trap7Tdeng. Rectalgular maplTdwa.. Rectangular TraplTdeng, ReeWpler Trap7Tdeng, Reelanad" T71riang. Rectangul' Trep77dang. Loading Laading Loafing Coaling Loedmg Lowing Loadn Loading Loading Leading 'Lowing Loafing Loafing Load0lg Loedhe Lowing Loafing Loafing o: Alum•Tube 9 s� &.,T„ � 'a., v �„ v a £ �• F �• o.. •� � � v.. % £ �i �.. A b v x �' a �' 'a.. 2^ LL Mullions 8 IL m ^ 8 a s ^ 15 8 s �u $ d� lig s a� Z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 680 170.0 506 170.0 992 170.0 619 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1450 170.0 521 170.0 1735 170.0 521 170.0 1963 170.0 521 O W 481n 170.0 708 170.0 524 170.0 850 170.0 554 170.0 092 170.0 SM 110.0 1133 170.0 681 170.0 1275 170,0 677 170.0 1417 170.0 600 170.0 1700 170.0 880 170.0 1987 170.0 600 161.8 2021 170.0 680 11J 50.8251n 170.0 747 170.0 685 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 170.0 1793 170.0 768 156.0 1919 170.0 756 136.5 1019 170.0 766 2 n n N o 541n 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170,0 637 170.0 1594 170.0 656 159.9 1799 170.0 561 137.1 1799 170.0 661 120.0 1799 170.0 eat m M O 601. 170.0 885 170.0 701 170.0 1061 170.0 707 170.0 1240 170.0 878 170.0 1117 170.0 944 170.0 1694 170,0 998 155.5 1619 170,0 1033 129.8 1819 170.0 1063 111.0 10191170.0 1003 97.2 1619 170.0 1083 to J 631. 170.0 930 170,0 746 170,0 1118 170.0 050 170.0 1302 170.0 940 170.0 1400 170.0 1016 160.7 1512 170.0 1078 141.0 1542 170.0 1122 117.5 1542 180.6 1168 100.7 1842 187,9 1187 Be.l 1542 787.9 1167 ..I 681. 170.0 974 170.0 789 170,0 1189 170.0 903 170.0 1384 170.0 1002 160.8 1472 170.0 1088 112,8 1472 788.8 1148 126.5 14M 168.6 1130 107.1 1472 117.8 1108 Bt.B 1172 118.0 7104 BO,J 1472 148.0 1101 z U m 11n .0 1063 170.0 878 170.0 1275 170.0 7009 159.8 1320 168.2 1101 132.0 1320 149.9 1082 117.7 1320 137.8 1086 105,8 1320 12&6 1049 68.0 1320 117.0 1074 75,4 1320 112.6 1013 66.0 4320 112.6 1012 ? d SW J .0 1122 170.0 937 149.6-1184 159.4 1013 128.2 1184 139.9 904 112.2 1154 125.7 970 99.7 1164 115.3 964 89.8 1184 107.5 952 7,L8 1184 97.6 1184 9&1 927 88.1 1184 82.3 926 J Z .1 1124 170.0 967 138.4 1124 147.0 905 118.0 1124 126.8 947 703.8 1124 lilik 931 92.3 1124 105.8 SIB 83.0 1124 88.6 am 89.2 1124 89.0 1124 84.3 681 51.9 1124 83.2 876 ---10.1 844 111.5 760 90.1 844 94.3 738 77.2 044 82.1 724 67.6 844 73.3 712 60.1 844 6&6 702 54.0 644 61.4 693 45.0 844 84.2 844 50.0 860 33.6 844 47.7 652Z.1 742 91.5 683 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.6 742 64.1 622 44.5 742 49.8 614 37.1 742 43.0 742 39.6 500 27.8 742 37.5 584 N o; ..0.6 558 63.9 530 62.1 588 53.8 521 44.7 586 46.6 513 39.1 506 41.4 506 34.8 686 37.3 498 31.3 588 34.2 492 26.1 566 29.6 558 26.6 472 19.5 556 24.7 466 �.0 555 fie.8 503 48.0 655 49.6 495 41.2 655 42.9 !87 36.0 655 39.0 !80 32.0 655 34.2 473 20.6 555 3f.1 407 24,0 658 277 555 24.3 148 78.0 595 22.1 142 X.6 475 46.4 433 38.0 475 39.0 428 32.6 475 .33.7 420 28.6 475 29.8 414 26.3 476 28.8 409 220 475 24.5 406 19,0 676 21.1 3951163 476 18.7 JB7 14.3 475 17.2 301 V X Q y 1441n 26.4 330 26.7 305 22.0 330 224 301 18.8 330 19.3 297 16.5 330 17.1 283 a "' Z 0 0 TABLE7B ANCHOR CAPACITY ADJUSTMENT FORMULA: rz TO s.Of Aneher C eel Table Ibfl ma. suwlmle: 2.7k00m1eta F111AA nc. Holl-CMU Filled CMU PT wood Metal (DP-)X(ANCHORCAP.,,,,,,,,�,)_ANCHORCAP_ ko 114'SB Eko 5178'Elco 114•Ss Elco X70 81oe1 X12 Steel 912 Sled `MULLION CAP.,,_ Anchor Clip Patterns ArchorType. 7If8'EkoUluacon ifb'EkoUarecontrecon3118'EkoUlbocon 114'EkoUlUacon k A170mOaior Ullr Etc /4"SS slor NIO SLNI S 1125ted S 12 Sled USE THIS FORMULA 70 OBTAIN THE'ANCHOR Edge valence tmk 1' 2-U2- V 2-1/2- ' 1' 2-1tr 1" 2-V2" 2' 3118" 2' 0.48' 0.54' ,324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment MY 1.3x4" 1-314' 1-34• 1.314' 1-Ife 14/4" 1-114• 1-114' 1.114' 1.114' z• 1a/a f-3le' lanae ACTUAL PRESSURE REQUIREMENT FORTHE 2Anchom®433 Min.O.C,Istandwder OBsel Cep(Fig.162Y 3901W 390 lbs 4501W 8901W 270156 2501W 354156 740 IN 374106 064115 946 Ms 3411W 442lb1 560 me OPENING,WHEN IT IS LOWER THAN THE MULLION YAmhom®2.25 Min.O.C.I standard(vO0se6 Clip(Fig.3Y 700 roe 701 Ib. 5801W 1410IW6 WA Soo lbs WA 630 IN WA 880!be WA 682 ms 05 IN 11201ba CAPACITY(FROM THE TABLE)OF THE SELECTED e Anohom®1.15'Mm.O.C.ISIandn1("0%eOCgp(FJ2.4Y 960 roe We IN WA WAWA- 7601ha WA WA WA WA WA 13639. 1770156 22401W MULLION.I7 WILL YIELD A MINIMUM ANCHOR 4 Anchors®T Min.O.C.I(2)2(5 Antila Clips I(Fig.5): 780 Ww 7801W 600lbs 1560 The6 640 gra 56011. WA 7801bs 7481bs 680156 1B921be e82 lbs seslos 1tz91W CAPACITY WHICH MAY BE USED TO QUALIFY 6Apc1Ws®1'MIn.O.C,I(2)245Angk dlowig.B); We lbs 117011. 1020 IN 234D INW eto lbs "a it. WA - 11401w 1122106 1320 ms 2836 1b, 10221W 13271W 16901W ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhm Q 0.45'KUL O.G I U aip,lnln.125"ANm.(Fig.7Y. WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430150 ANCHOR CAPACITY TABLE. 2 Asch-Q 22Y Min.O.CJ F471p(Fig.8yj 350 NS 350150 290 Me 705 lb. 47611m NIA2801W WA 315100 WA 440116 WA 341156 442116 580 @s PRODf1CTREVISGD 4 Amhara®1.15'Min.O.C./F alp(Fig.91' 460IW F700 The WA WA WA WA 380 W NIA NIA WA NIA I WA 6821W 88519 11x0108 ns complying with 9w Florida B.Ilding Code NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' 1.006' f-- Acceptance)Ws 16-219.03 E pile) .Mid TABLE NOTES: By 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 Miam'Dedo Product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t t I I I I) • • • a • s • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �7�`T�.•��Of:h7S� ''`')' • • • • ° ° • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 4 000" 4 000" •.lir SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRlCT10NS p10.5070'+ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE6: FIGURE 7: ()'-- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 6LU__ • • e • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE �.1'•.' (, oI' .11; • • • s PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE LORI ' 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' ,375" 375" i cCS ••••., `\'•�. THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS -7 ill S/(1)•`(s�,. ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&#12 1•X 4"X.375• I 1"X 4'X.375' A.Ml4lMILLtW P.E. ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S.S. 'T'-MULLION MULLION FL P.E.#58705 TABLE 8A ® s Mullion Capacity Table Ibste) u Opening Width(for vartically-spanning mullions)a r Opening Height(for horizordally-spanning mullions) gC! e 501n 601n 701n 801n 901n 1006 1201n 140 In ISO in �• p RectangulaplTdarg. Rectangular Tiagelana. Rectangular Trep7Tdwg- Reaten9r4ar TreP/TdonO. Reclm�gUer TroprOtang. Rectangular Tmp;Tdan9. Rectangular TmplTdang. Rootangder Ymprtdeng. Rectangular Tr ang. C 1.26"-x Loading Loar Trading Loading Loading Loading Loodin9 Loading Loading Loading Loading Loading Loading Loading Loading Load"l,9 Loading Loading Laadng s1r. V 3,188"x -• � .266"Alum .F F F F E & .. a111! 17 .& F .' '•-. L' .'„ .� ;± LL Tube Mull � s �, ->; a� a� N a d a as d 8^ a a< a a� 6 8.e a, a b S 7 ate ^ 0 98. 9 a= � 1 � e.€ h. g 1l, h�9� w421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 688 77all 508 170.0 992 170.0 1158 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 151.8 1768 170.0 52148 In 170.0 708 170.0 624 170.0 050 170.0 554 170,0 992 170.0 630 170.0 1133 170.0 1275 170.0 677 570.0 1417 170.0 660 154.6 1516 17a0 600 132.7 1548 170.0 680 116.1 1648 170.0 660 50,6251n 170.0 747 170.0 563 170.0 B98 170.0 631 170,0 tae 170.0 884 170.0 1195 570.0 723 170.0 1345 170.0 747 787.0 7468 170.0 768 539.2 1468 110.9 756 118.3 1466 INA 756 INA 1488 170.0 756 � (yg � 641n 170.0 797 170.0 612 170.0 958 170.0 691 570.0 1116 170.0 764 17x0 1276 170.0 803 16].1 1376 770.0 877 148.8 1378 170.0 056 122.3 1]76 170.0 081 104.0 1]78 170.0 061 91.7 fJ76 170.0 001 ca O 601n 170.0 085 170.0 701 170.0 1083 170.0 797 158.9 115a 170.0 876 139.0 1150 107,4 Me 123.8 1158 168.8 910 111.2 1166 150.0 912 92.7 1158 144.8 905 79.4 1156 144.8 805 69.5 1158 144.0 905 W rD J 831n 170.0 930 170.0 745 160.1 10511 170.0 850 137.2 1051 155.9 862 120.1 1051 1420 848 106.7 1051 132.3 037 96.1 1051 125.7 630 80.4 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 621 � N 661n 167.1 957 170.0 788 139.3 057 151.8 805 119.4 957 134.0 700 104.4 957 121.6 777 92.0 957 112.6 767 83.8 957 106.6 769 69.8 851 100.0 750 59,7 957 93.9 748 52.2 957 98.9 746 Z J x m J $ C 721n 128.7 601 135.2 896 IO7.S 804 115.2 B8{ 91.8 804 101.3 671 00.4 804 91.4 BBO 71.5 004 04.1 850 64.4 801 78.8 813 53.6 604 72.3 833 46.0 804 89.8 620 40.2 804 69.0 826 ? '9 161n 109,4 722 154.4 830 81.2 722 97.2 818 70.2 722 BS.3 808 88.4 722 76.7 698 80.6 722 70.3 608 51.7 722 65b 680 45.6 722 59.5 570 39.5 722 bB.T 685 34.2 722 58.2 664 J � a dZ 78 In 101.2 6B5 105.6 600 84.4 683 89.6 568 72.3 685 78.5 $77 63.3 685 70.6 566 68.2 685 84.8 560 50.0 685 B0.1 SS3 422 605 51.3 543 30.2 665 51.4 537 31.6 685 60.7 638 N r 901n 85.9 5f5 68.0 437 54.8 673 57.5 449 47.1 575 50.1 441 41.2 .515 44.7 411 J8a 515 40.6 /28 33.0 545 37.4 422 27.5 5f5 33.1 453 27.5 515 30.5 407 20.0 515 28.1 40/ Q X Z N 06In 64.] 4S7 55,8 404 49,3 453 47.1 397 30.8 453 4f.0 391 3J.9 459 SGA 385 30.2 453 J3,0 37B 27.2 453 30.4 374 22.8 453 26.8 360 19.1 153 24.3 380 17.0 457 229 350 h of C7 co O§r 1081a 38.1 358 39.0 323 31.8 358 32.6 318 27,2 356 20.1 313 23.8 355 26.2 300 21.2 356 22.7 304 19.1 356 20.8 300 75.9 356 18.0 283 (n ELI M III In 35.1 338 We 306 29.3 330 30.1 301 25.1 338 26.1 297 22.0 338 23.2 293 I9.5 336 20.9 280 17,6 3]8 I0.1 285 d' x 5 N 1201n 27.8 2B0 2a3 284 27.2 290 23.8 260 19.9 290 20.0 256 17.4 290 18.2 253 ISA 290 tat 249 (� Lo N Q O O 1441n 16.1 201 16.3 186 z TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1W_ 120.1 AnchorCe act Table Ibs R' ANCHOR CAP. ,,,,,,, Subslmte 2TIc Cdrcrrle 3,5%Ctt1c. Hosaw CMU FIIIedCMU PT Ward MLlet (DI',m)X >=ANCHOR CAP.,,, &iS EI[o 1/4.55 F]ca d1E Elco Na•55 Elco 1010 Sled 012 sleet 012 steel MULLION CAP.,,m,,,,,, Anchor Type 3576"Elco Udracort I-Ek.Ullracan 3116'Elco Ultracal, 114-Elco Ultmcon AnehorCllp Peltamtf unwon A(pe0ator Unman AgrmUcr screw(G5)Strew(G5) screw(557 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dslanc8 n 1• 241r 1• 2-lir 3-1 f 1' 2-lir 5• 2-1Ir r 3.11ir r 0.46' 0.54' 0.325 CAPACITY REQUIRED"CORRESPONDING TO AN Emeeanenl n 1-74• 1-314• 5914' I-TC 2" 1.114' 1.114' 5-1/41 1-114- 1.114- 1-114' T 1-3W 14F lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 494.76Wit O.C./Standard a OMet Clip 41 39D Ibs 390 We "450019 8901ho tGolbs 2:Ibs 200105 !lbs 740105 3741bs 664 t8 61D5 tars 442115 ts0IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers 491.15'Mi.O.0/Standard(or Otrsel)Clip(Fig.2y 4501bs 700 me WA WA NIA 360109 N'A WA NIA WA WA �21b5 98.5 tns 1120115 CAPACITY(FROM THE TABLE)OF THE SELECTED dArchas®3'MIn.O.C./ 215 Angle Cdps 109.8 7801bs Igo hos sero los 1560 lbs 18961os 6660 msNI760It5 745 ms SWIM, 5692 R0 66zfbs 065 u5 1tzl ws MULLION.IT WILL YIELD A MINIMUM ANCHOR d A04F171045"MIn O.C.1UCllp.lntoA25"Alum Ig.4 NIA WA NIA WA NIA WA NIA N!A WA WA WA WA WA 1439Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcrnrl FC9p(R95F 1951bs 125195 2251bs 445lbs 822195 1140 Me ITT lbs 370195 587195 33218.5ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchoa®1.15•IdleO.C.fFC1p g 6 240 hos 3501x9 141A WA NIA 100105 N/A WA N/A WA WA 341 Ibs 442108. 560196 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying with Ow Floft Buil.9 Cod.►10"621 O FIGURE I: FIGURE2: 11.250--i Acc PI-eNo a• 3 ® ® TABLE NOTES: Ex irallmDate Qb21 ® t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By.V. ftW!iqt ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tvh' \lllll illi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, \� ��( LYNN;L1, ///� FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• \ '�1\,•''\\GCNgc''•�F�Q • CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Nv..ridl-G5 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ IN PAIRS. 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND `.v p• 1/ rfC;- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ,, •,• O 6112 ` FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE /' S11+1 E 0, '•'�!! • 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •.,FiGRl01*.•' 1.25'X 3.188"X.205'MULLION ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ® • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL (1.714'VF MULLION) �'��SS/....... I • #10 11#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN IMILLt`R,P.E. FL P.E.#58705 TABLE 9A Mullion Capitally Table(Ibalft') � R Opening Width(forveNcoW-spanning mullons)oropening Heltlht(fortwrizonlagy-9parcdng mullions) Win gain 70 In 80 in 901n 10D In 1201n 140M tell In O 1.26 K338 Re91ena". TrapTdana Rectonguler %0Tderq. R.,lan9uler TrepTdang. RW eetergr Trap7Tdana Rectangular TropTdaM. Reclan2uler TroNTdeng. Rectangular TlaplTden9. Rada kr TropRden& Ralangula TraplTden9. Loading Leodng Loading Loading Lending Loading Laing Leading L.,Ig L°ddng Loading Loading Losing Loading Leading Loadhq Loadn9 Loadne R ra X.1100 Alum.Tubo F _ _ _ _ B _ �' _ �' Muto llion Csqfl� �fl 8 $` ppgg pp` gg j0$[ B �d' g1`¢ '(¢!�ru 53 .gS�Tg�r `g d •$�g N 421n 170.0 1120 170.0 435 170.0 744 170.0 478 170.0 960 170.0 508 170.0 092 170.0 510 170.0 1118 170.0 521 153.3 Ilia 170.0 621 127.7 7118 170.0 521 109.6 117a 170.0 521 95.8 1110 170.0 621 O W 481n 170.0 708 170.0 524 170.0 850 170.0 584 161.8 678 170.0 630 146.7 976 170.0 Sol 130.4 978 170.0 077 117.3 978 170.0 880 97.8 070 170.0 680 8.7.0 9)8 170.0 BW 73.3 078 170.0 Bao ? _ 50.625 Y1 170.0 747 170.0 603 170.0 898 170.0 631 150,7 927 170.0 684 131.9 927 150.5 700 117.2 027 159.1 B99 105.5 927 156.3 896 87.9 027 158.3 695 15.4 927 156.3 6.95 65.9 927 750.3 605 '2 54 in IT0.0 797 110.0 612 154.5 869 170.0 691 132.6 850 163.9 693 1f S.9 666 141.8 669 103,0 869 134.0 660 92.7 869 129.8 851 77.3 809 728.6 852 68.2 869 128.6 652 57.9 809 128.0 652 Llf O C O WN 143.2 746 153.8 634 119.4 746 132.3 620 1D2A 746 117.6 508 89.5 748 107.0 599 79.6 748 101.0 692 71.8 746 00.8 507 50.7 748 97.3 505 51.2 746 83.3' SB3 d1.e 7dB 93.7 503 m 10 1fl J 63In 123.7 677 132.0 579 103.1 877 1132 566 88.4 077 100.4 655 71.3 677 91A 640 68.7 677 85.2 639 61.9 011 81.0 534 51.0 877 71.0 629 44.2 677 76.7 529 38.7 677 76.7 629 I••• () J 6e In 707,6 017 114.1 530 69.7 617 21.6 519 76.8 617 86.3 500 67.3 617 78.3 500 59.8 817 72.0 494 63.8 017 68.1 489 44.6 617 81.4 409 38.4 817 63.7 482 33.6 617 83.7 182 C 72 H 82.9 518 e7A 450 60.1 510 74.2 440 59.2 518 65,2 432 51.8 618 50.8 425 48.7 518 54.2 419 41.4 610 50.1 414 34 5 $10 48.6 408 29.8 5f8 45.0 405 26.9 510 45.0 405 Z N? w o ° 5 TB In 705 IBS 737 406 58.7 485 82.6 390 50.3 IBS 64.8 390 11.1 485 {9.d 301 39.2 465 45.3 370 75.2 405 42.2 774 284 d115 3a3 SBT 25.2 48S 36.6 361 T2.D 485 SB.2 363y LLLLLLJJJ �l Iain 85.2 147 68.0 787 54.9 Ut 67.7 378 d6.e 441 W.B 372 40.8 Uf d5.4 368 76.2 411 41.6 960 32.6 4d1 36.7 758 27.2 U7 1d.9 3/g 23.7 4U 33.1 948 70.4 441 327 346 J a c3Z BD in 42.4 SJ2 43.8 285 35.4 332 31.0 289 30.3 332 32.3 204 23.5 332 28.8 280 23.0 332 28.1 270 21.2 332 24.1 272 17.7 332 21.3 266 15.2 932 18.8 262 13.3 332 107 260 e- 08k 35,0 291 35.9 280 29.1 201 3D.9 258 25.0 201 20.4 232 21,9 291 23.5 240 18.1 291 21.9 241 17.6 201 195 2U f4.e 291 17.1 238 72.5 201 75,6 232 Q ¢ N O 708 in 24.6 230 25.1 209 20.5 230 21.1 205 17.5 230 18.3 201 16.4 230 10.2 '98 I- K Z 00_6 (n c[3 O - 171In 22.6 218 23.1 1BT 1flB 210 19.d 741 10.2 210 18.8 791 14.1 210 14.8 180 N 120 N 17.9 tai 18.2 170 14.9 107 15.3 167 X (~j C13 Q ' 5 d Z O O' (n (n m O a0 TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: AncharCap Ity Table(lbs) ANCHOR CAP.,,,,,,,, o�rc� _Substrate: 2.7k C°0erele 3.5k Can.. 11011-CMU Filled CMU PT Wood Metal (DP e)X( )=ANCHOR CAP.- Substrate: 1!4'ro Eko 5x16'El. 1M'SSElco 410 Sleet 012 Steel #I291etl MULLIONCAP. ,,,,r Anchor Clip Pattema Archarypa: 3rye'Elw Ullrocon Ili"Elco UlDxon 3116'Eko Ullrecon 1r1'ElcO Unreeon unraoon Agpn.4inla UIDlaOn Aggeoator Screw(G3)screw(a5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Oktance Bnk 1' 2.112• V 2.112" 3.118' 1' 2.112' 1' 2-12' 2' 3.18' r 0AS' 0.64' 0.3R CAPACITY REQUIRED"CORRESPONDING TO AN EmDedmenl(n 1-314' 144' t-314' 1.314' 2' 1.114' 1.114, 1.114' 1-174' 1-114' 1-114' 2' 1310' 1916' errs ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ant hea@4.75'Mm.O.C.I Standard a Onset CIO(Fig.1k 390113 350150 450 Ne 89011,9 1644 ka 270 ka 280 lb. 354 It. 740 Ito 374 ft I Gab to 94016. I341 lbs 442100 500109 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchone®1.15'MIn.O.C,(Standard(or Oftel)Clip(Flg.2): 450 IDs 70D lb. - WA NTA NIA WA 383 Ib. WA -N/A WA WA WA 662 W 8851bs 1120 wa ,CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anthea®3'Min.O.C.1(1)2,5 Angle Clip.I(Fig,3k 15029 780 The BW Ib3 1560 roil 18'96 Me 540Ibs 5W Ites WA 700lbe 748 ibs gee 9s ta9z Iba 682IDs 8851bs 1120!be MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors®0.54,Mln.O.C.I UCOp,Int.10'Al-(Fyn.4T WA WA WA WA NIA WA WA WA NIA WA WA NIA WA WA 950 ks CAPACITY WHICH MAY BE USED TO QUALIFY \ 1 Anchor F-0iio(Fig.SY1 195 IDS 195 gra 225 @3 445[be 022(bin 135 lb0 1401ba 177 the 3701D3 197 IDs 332[be 4731hs 170IDs 221 It. i 280Ice ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 09Kir min,5.6.1 F-Cep(Fq.6). 240113 350160 WA WA NIA WA 190 War WA NIA WA WA WA 3411D3 442IDs I 5001bs ANCHOR CAPACITY TABLE. nRODUC(REVISED ail complying with me Florida Building C FIGURE I: FIGURE 2: t210"-_ Acceptance l+lo TABLE NOTES: Expiration Dale DZ ® • ® . ® 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Al a1)(Dgde lroduct ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I v� 11 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �\\t\�LYt`!N FIGURE3; ( .. ... ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,.:,. VCLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS0 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. : No•(1$70IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND100.GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 4,90.WOOD SHALLFIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �••. 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �,' S1A�•=r : .0 '..Ff 78101+..•`_� .045'THICK(Ill GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL 1,25'X 3.25'X.100' S1+ •' IOI ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION `!�•�•• 1`+ • 010&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.NNIA MILLEk,P.E. FL P.E.#58705 TABLE10A Mulllon Capacity Table(Ibafte) 7, Y Oponing VLldth(forvadica"pal9ling mulliols)orOpening Halght(for hodzortalitspenoing muilions) H 50 in 601n lot. 80 In 90 in 100 in 120 in 14oln 160 In 126%320 RAclangalaf Trop7flarg. RoclangNar TrapRdang. Roclangutar Traprrdarg. Rt IW Tfepri'dog. Rectangular TlaPlTdan9. ReclargWa hepl7riang. Recangular. TrapRriarg. Rectangular Trap'7dang. Rectangular TrapTriang. y� %.824 Loading Loading Lao6ng Loading Laedirg Loading Laadng Loafing lnadng Loafing Loading LoeN'ng Loadifg Loading Londng loading Loafing Loading Alum.lTube .s [on �aa. � YSrc� .0fFi� 8;�A ?'€ .3s�d%nAa_a ,2a. &'fE8 6 Nv �m wU)MulO 421n 170.0 620 170.0 435 170-0 744 170.0 476 170.0 ON 170-0 606 170,0 992 170.0 619 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1180 170.0 52t 170.0 1773 f70.0 621 170.0 1903 170.0 511 J W 401n 170.0 708 110.0 524 170.0 950 170.0 594 170.0 992 170.0 630 170.0 1133 t70.0 661 170.0 1275 170.0 677 170.0 1417 170➢ 660 1T0.0 1700 170.0 690 169.7 INS 170.0 680 148.5 1979 170.6 600 _ 50.625 in 110,0 747 170.0 563 170.0 096 1700 631 170.0 1046 170.0 684 170.0 1195 170.0 T23 1700 1315 170.0 747 170.0 1441 170.0 756 170.0 1793 t70.0 756 1525 1877 170.0 756 133.5 1877 170,0 766 `2 �� to Win 170.0 797 170,0 612 170.0 956 176.0 691 170.0 It% 170.0 754 170.0 1275 170.0 603 170.0 M34 170.0 937 170.0 1541 170.0 856 INA 1159 170.0 861 134.1 1759 170.0 961 1fT.3 1759 170.0 061 m O � Win 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 t240 170.0 870 170.0 1417 170.0 9M 161.1 1511 170.0 996 145.0 till 170.0 1013 120.8 1611 170.0 1063 103.6 1511 170.1) 1067 90.6 1511 170.0 1063 H 0� '� J 63 in 110.0 930 170.0 Td6 170.0 1116 170.0 050 570.0 1302 170.0 040 156.6 Iwit 170.0 1016 139.2 1770 170D 1076 125.3 1370 164.0 1082 1DIA 1370 IN.S 1072 89.5 1370 155.3 1070 T03 1770 155,3 Will LLI -3 be Min 170.0 974 110A 709 170.0 1169 170.0 903 165.6 1248 170.0 1002 176.2 1248 150.6 1013 VIA 1248 147.1 10011 1110.9 INS 139.0 909 90.6 1248 130.4 978 77.8 1248 129.0 976 60.1 1248 129.0 97S Z �d m 7214 167.8 tall 170.0 618 139.9 1049 j1922 119.9 1049 132.1 875 101.9 1049 119.1 860 93.2 1049 109.1 640 83.9 1049 102.7 SSB 69.9 1049 44.3 825 69.9 1049 95.2 820 52.4 1049 91.1 620 J per' a 76in 112.7 Wt 144.1 B22 118.9 911 5 101.9 941 111.2 791 89.2 961 100.0 777 79.7 Wt 91.1 766 7f4 041 05.5 767 59.6 911 7i.6 7M 61.0 %t 16.0 737 64.6 411 73.7 136 � �o Ez S J 7014 132.0 894 137.6 TB3 110.0 894 7 91.7 691 102.4 753 82.6 BW 91.9 760 7J3 B91 01.1 730 66-0 845 78.7 721 65.0 696. 70.7 707 17-1 B9d 67.0 701 111.7 B04 66.1 690 Q 90 in 05.9 fill 88.7 596 71.11 671 5 61,4 61f ,65.7 i75 63.7 671 58.2 566 4T.T 671 529 SSB 67.0 671 dB.b 551 75.8 675 63.1 679 70.7 671 39.7 531 26.9 671 37.9 526 Z Q N 961n 70.8 690 72.8 627 59.0 590 0 50.6 590 53A $09 44.3 690 47.6 502 393 69D 410 494 35.4 590 39.6 488 29.5 590 34.1 477 25.3 590 31.6 469 221 590 248 464 FQ-' x Z � r 108 in 49.7 {66 50.6 421 41A 466 4 36.5 466 37.1 406 31.1 466 32.9 402 27.6 466 29,7 396 24,9 466 27.1 391 20.7 466 23.5 381 17.8 466 212 375 15.6 466 196 370 rn N11114 45.8 641 46.7 600 312 44193 32.7 441 31.1 387 20.6 441 30.2 382 25.4 441 21.2 776 22.9 441 24.9 372 19.1 441 21.6 363 16.4 441 193 356 14.3 441 17.8 351 m C120 in 36.3 3711 36.9 314 30.2 37939 25.9 378 26.8 334 22.7 378 237 729 20.1 370 21.3 325 18.1 378 19.5 321 15.1 318 16.7 711 W xSIn144 in 21.0 262 212 242 17.6 26239 15.0 262 15.3 236 V N Q Q OO (LZ p (1)TABLE I OB ANCHOR CAPACITY ADJUSTMENT FORMULA: .. 2-:xo AnchorCapaclty Table(lbs) .� Substrate 2.7k Lbferele a.5kcanc.I H6Dow CMU FIIWCMU PTWeod Meta ANCHOR CAP.,",a_ (DP)X( =ANCHORCAP.k" N1G Elco 114.58 Fko 5116-Elco N4•SS Elco mitt Sled /H26tcel #1Mott MULLION CAP._-) AnehorCllpPsttems Anclwr Type 3116-Elcotmracon 114'Elco Unmcon unrdcw &1C Elco Nlrecm t!4•Eko U9racon nggeGaor Macon Aggle0alm SCW(G5)screx(G5) soar(L1157 USE THIS FORMULA TO OBTAINTHE'ANCHOR Edge C(slarce Oro is 2-fr2' r 2-112 3-v6- 1" 2-117r 2-1/2- r 3.10 2' 0Aa• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN EmOedian n 1-3142 talo• 1-74• lard• 1 r 1-114• 1.174• I4W 1-114• 1414• 1-vd• r I-Na^ I-YE woes ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancbom@4.76'M10.O.C.I Standard or0ftet Cep Ong.Q alp Its 3m las 4501bs 890103rlMlbs 2/0101 280IDS 3041os 740106 374lbs 664049 9461Ds 341 Rx 442Its 560Rs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncNor5@1.16•MLR O.O I Stanaald(or Met)Cllp(Flg 2) 480lbs 7m Its NIA WA NIA 3DD Rs NIA WA NIA WA WA 682W 885105 1720ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arch �3•MIn.O.C.I M 2t5Angle COps I(Bg 3) 7m Ins 7m Rte NO IDS ISM Iba 5401DS 660lbs NIA 7601bs 7411M aB01as 1892IOa 662IbS 8115 Me 11201ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arctpls @764 MW O.C.I UC4p,hlo.11101 Alum.(Ffg.4T NlA WA NIA WA N!A WA IVA WA N!A WA WA NIA WACAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc7¢f1 FC8p(Flg S) 185105 1BSItn 225165 445104 135105 14D 9x 177 Ids 370lbs 187 Ins 332 rm 673109 170W z21 m6 2eo 116 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anelnrs(a LIT MIR O.C.1 FC9p g 240 CS 350 Its N/A WA NIA NIA lm lbs NIA WA it WA WA 341109 A42106 5601h5 ANCHOR CAPACITY TABLE. PROr7ucr REVISED us complying with tho VkNid1L FIGURE 1: FIGURE 2: AcCe m-,M NO d. 16'021$,6'] 1( TABLE NOTES: t25O" Ex idiroduct ej( 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BYON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MiCaatit \\dull 111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: . ,�''•'.•''• L"IJS= r 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEEANGLE 3 \G- CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS r BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. t`lo.58705 _ IN PAIRS. f< 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G• .' Q'__ FIGURE 4: FIGURE 5: FIGURE& GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL4' BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6003-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �C 045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL '.,�S ........... Le J ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25"X.624' II `t%!�7i•J;;1.•V- #1013,012 ANCHORS INTO WOOD MAYBE STEEL,18.8 S,S.OR410 S.S. MULLION A./LVNI'44LL�R,P.E. FL P.E.#58705 TABLE 11A �R9t Mullion Capacity Table Ohalle) OpeningWidth(forverticaty-spanNng mt9ior13)or Opening Halghl(3DrhodzodaWspanning mullions) 60 in 60 in70 n BO n 90 n 100 n 120 In 140 n 1601. Reelanguer Tr*n(lan9. R4clan9otar Tmp/TM.D. R4Uangolu Tuprldarg. Rnelmg�lq TrepRdanp. Rmiingulor Tnp/rdong. RWe ng4lar Traplfdang. Raet4ngubr T,ap/Tdang. Rectangular Ti4pRdang. Raeraigular Tfofil-a. O 4 126x394 Loadn9 Loading Loading Loed'ng LaadMg Loadin@ Loddog Loading Loading Load,rg Loading LoadOg Lowing Loading loodin9 Loafing Loading Loedirp gY X .624 Alum.Tube .E .Z� .& .+ .� .&' '. .& . 5 8 E.. .F it .H.- .E .2 b• L' .F L' .� .. 3 E 'S € g r fi .S.. Mullion a o0. S oS S" o a SG "a N € ji $� s P ?s P'0. .m sg E .s 3 � % E a s` P a U) ~ d`"rc@. e"`�' �S. d"`rc" € e""d � $rc f'€ da fc �a �i'2 f2 �. Z`rc Zd d`0. O 42 in 170.0 620 170.0 435 170.0 744 1700 476 176.0 068 110.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 1700 1488 170.0 521 110.0 1735 170.0 621 170.0 1983 170.0 621 J W 40 in 170.0 708 170.0 524 170.0 850 170.0 6& 170.0 992 110.0 630 170.0 1133 170.0 661 170.0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2267 170.0 680 Z 60.625n 170.0 747 170.0 SM 110.0 B36 170.0 631 170.0 1016 170.0 684 170.0 1195 1700 723 170.0 1346 1700 747 170.0 1494 170.0 758 170.0 1793 170.0 156 110.0 2092 17&0 7545 170.0 2391 170.D 756 rL 64 In 170.0 797 170.0 612 1700 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 003 17&0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 17a.0 861 170.0 2231 170.0 661 160.2 2403 110.0 661 W p� � m Win 170.0 885 170.0 701 170.0 5063 170.0 797 170.0 1240 170.0 678 170.0 1117 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 14&3 2163 170.0 1063 129.0 2163 170.0 1061 H U Cl) 63in 170.0 930 170.0 745 170 1116 170.0 850 170.0 1302 170.0 940 170.0 1400 170.0 1015 170.0 1673 110.0 1076 170.0 1859 170.0 1122 158.9 2060 170.0 1169 134.6 2060 1700 1171 117.7 2060 570.0 1171 W m 66 in 170.0 971 170.0 709 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1550 170.0 1086 170.0 1753 170.0 1155 170.0 1945 170.0 1210 143.0 1966 110.0 1275 1226 1966 170.0 1286 107.2 1968 170.0 1788 z (1) m 727. 170.0 1063 170.0 878 170.0 1215 170.0 1009 170.0 1400 170.0 1126 1700 1700 170.0 1228 154.1 1734 170.0 1315 130.7 1734 169.8 1386 115.6 1734 ISS.9 1364 99.1 1734 160.1 1352 86.7 1734 150.2 1352 e 3 76 in 170.0 1122 110.0 937 170.0 1346 170.0 IND 168.5 15% 170.0 1209 147.4 1656 166.2 1285 131.1 1556 151.5 1268 111.9 1555 141.3 1251 9&3 1556 128.3 1229 87.2 1556 122.3 7219 73.7 1556 121.2 1216 o �z i 781n 170.0 1151 170.0 901 170.0 1381 170.0 1115 155.9 1477 169.3 1245 136.4 1477 1510 1224 1211 1477 139.1 1206 109.1 1477 129.5 1191 90.9 1471 716.9 1169 77.9 14TT 110.8 1168 68.2 1117 109.3 1164 901n 142.0 1110 146.5 986 11DA 11111 123.9 966 101.5 1110 107.9 951 89.8 Ilio 96.3 935 78.9 1110 01.5 922 71.0 1110 00.7 910 59.2 1110 71.3 891 50.7 1110 65.6 676 44A ilia 62.7 070 (NO Q N O Z 96 in 117.0 975 120 3 672 97.5 975 1 101.5 1 055 63.6 916 80.3 012 731 976 78.45 829 65.0 976 111 817 58.5 975 65A 60} 48.0 975 674 799 41.8 915 WA 776 36.6 975 49.3 76700 1001. 02.2 iii 84.0 6% 458.5 771 70.7 605 50.7 171 61.7 674 51A 771 61.7 664 {5.7 771 49.0 655 41.1 771 64.9 637 343 771 3B.9 672 29A 771 35.0 621 25.1 111 32A 612 (A oO S� titin 75.7 770 T7.3 661 457.1 730 65.0 650 63.1 130 56.3 660 47.7 730 49.9 631 42.1 T30 450 622 37.9 770 {f.1 614 31.5 730 35.6 600 27.0 730 31.9 589 23.7 710. 29.5 SBt LU {'h Lo I.in b9.9 62J 61.0 5b9 69.9 626 b1.2 560 42.8 626 H.3 552 3}.5 621 39.2 544 33.3 624 75.3 677 30.0 624 37.2 531 25.0 624 273 519 21A 624 24.6 509 18.1 67A 22.5 601 W Lo � � 144 in 34.7 433 35.1 400 28.9 433 29.4 395 7A.8 U3 26.6 390 21.7 137 22.6 ]BS 19.3 137 20.0 781 17.7 633 16.1 376 („) N Q O O Q..`" Z cc U) TABLE 11B ANCHOR CAPACITY ADJUSTMENT FORMULA: ma m0 Anchor Capacity Table(]be) ANCHOR CAP.,,e„„, F g subsume 27NCone rde a6KCalc. HabwCMU FgledC;Elco PT WOW Moa (DP,)X� >=ANCHOR CAP.,,, 5116'Elco 1M'SS Elco 5116•Elco 174•SS #1D Sled #12310e1 632 SteelMULLION CAP,AnchorCllp Pattaln� Anenu 0.'16•Elco unlacm tI5 ricoullraeon Y16'Elco unrxm v0.•EleoUnraeon W ( ) ( ) USE THIS FORMULA TO OBTAIN THEANCHOR TYPe' U9pMpg Agg'eGdor WIac00 A RGscrew(95 Screw Screw(GSE Clslame n 1• 2.112 1' 2.1r 31/8• 1• 2.117 1• 2.112 r 3178' 7DAV• &54• 0.326' CAPACITY REQUIRED'CORRESPONDING TO AN I$V4• 1316• 1374• 1315 r 1.14• 1-14• 1-14' 1.1C 1.15 1414• 719'8• i.&r ✓ares ACTUAL PRESSURE REQUIREMENT FOR THE 2Anclws 4.7YMIA OC.I insnm or 004etC 0.1 3900. 390 m3 650 ms 890 IUS 1644ms 270.ins 20011 35419 7..... 7410. 6641. 9761 3411. 442 wO 560 Me OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Archers 1.15•MIn O.C./S1ria;Wor aMet CDp(Fig.2) 480 ms 70D ItSa NIA NIA 380105 WA WA NIA WA wA 68210. 8651 tl20lae CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anctnrs Thin.O.C.I 246 Anole / g 3' T80 os 7a3 IDB 1696Itm 540105 6W III. N/A 760Its 748 IDS B80 He 18921[. 6821. 065106 1120®a MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A. 0.54'MIn.O.C.IUCB,Mo.1a.r Alum 47 11 1A WA N/A NIA IVA NIA WA NIA WA WA NfA WA 1267109 CAPACITY WHICH MAY BE USED TO QUALIFY I AMhor/FCIp g 5) 1951. 1951ts 82210. 13516 too lib 777613 370168 187 IDS 3321.6 473100. 1176 zzt lm 70.01. ADDITIONAL ANCHOR OPTIONS FROM THE 2Amho15 I.IIP Mm O.CT F-Cd 967 2b IM 35D 10e NIA NIA 190106 N/A WA NIA WA WA 31119 642b 660&6 ANCHOR CAPACITY TABLE. PRODUCTREViS331) 0.v complying with Iho FiMf& -1.250' BuildingCodc FIGURE I: FIGURE 2: Axpi 'on of TABLE NOTES: Bxplle on Data /�62) • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY • • Mi ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi Dodo Produel .�1111I 1117 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE3: ) 3.94' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .7- • • • • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.5/!705 1N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND : a FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL :'•�Ly D �b: Jt 1 BE PRESSURE-TREATED YELLLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624• ; • 6063•T5AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _._( :~n''•../`LGR10�`•'' .045'THICK(1B GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A36.ALL 'i�`�S (... • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL fl7/S�/ONO- o' � #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94•x.824' A.CVNN1 MILL�R,P.E. _ MULLION FL P.E.#58705 TABLE 12A Mulllon Capacity Table Ibelfe Opening Width(for eerticalty-spannI g m111lons)or Opening Height(for hodzordally-spanning mUllons) Y 50In 601n 701n 80 In 901. 100 in 120 In 1401. 1601. C^ a ReclangWar Trq✓Tdang, Raclongrllbr Trapmteng. Reclanguier 111."ang. R.WgUer TraprTdarg. Reclengaler TraplTderp. Raclangaler Trop7Tdang. Rectanoor 7rep1Rlanp. Reclengular Traprtdeng Reclmgrgac 7tapmlong. 2X4X,26 Loading larding Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loading Loading Loadl�g Iliac AIum.Tube a .& .F F .F F S _ _ F 2r F F r k F F F S .£_ F Sx Mullion �o aE � g a� � z. e� b. € a� g� r� € �� a s� e s 5� 5 `s w 4 �c d` ac rc s is s 0: S s s f s s s In �� 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 GM 170.0 606 770.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1480 170.0 521 110.0 1735 170,0 521 170.0 1983 170.0 521 0 48 n 170.0 700 170.0 524 170.0 050 170,0 584 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1276 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1963 170.0 660 170.0 2267 170.0 680 W J W 576'25 In 170,0 747 570.0 683 170.0 898 170.0 031 170.0 1018 170.0 686 170.0 1195 170.0 723 170.0 5345 170.0 717 170.0 1491 170.0 758 170.0 1787 170.0 756 170.0 2092 170.0 756 770.0 2391 170.0 758 m 64 In 170.0 797 170.0 612 170.0 938 170.0 811 170.0 1116 170.0 754 170.0 1216 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 866 170.0 1913 170.0 681 170.0 2231 170.0 861 170.0 2830 170.0 661 W O 60 In 170.0 609 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 010 770.0 7417 170,0 914 570.0 1584 170,0 OB6 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 170,0 1063 180.8 2880 170.0 1087 m cQ O ~ F- J J13170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 840 110.0 1480 170.0 1016 17x.0 1873 170.0 1070 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168,7 2533 170.0 5171 145.8 2557 170.0 1171 J 170.0 074 170.0 789 170.0 1189 170.0 00] 170.0 1384 17x0 1002 170.0 1338 170.0 1088 170.0 1733 170.0 1165 170.0 5948 170.0 1210 170.0 2338 170.0 1275 161,8 2437 170.0 5288 1329 2137 170.0 1260 7 C 170.0 1063 170.0 078 170.0 7275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1367 145.6 2104 170.0 1488 124.9 2184 170.0 1520 109.2 2164 170.0 ISN z U110.0 1172 170.0 937 170,0 1348 170.0 1003 170.0 1670 170.0 109 170.0 1784 110.0 1322 185.1 1860 170.0 1421 140.8, 1080 170.0 1305 123.0 1980 165.8 1518 106.1 1960 164.0 1635 92.9 7980 152.7 1531 d Z f170.0 1151 170.0 967 170.0 1381 170.0 5118 170.0 1811 170.0 1250 170.0 1642 170.0 1389 152.7 1861 170.0 1474 131.4 1061 183.1 1600 114.5 1661 147.3 1473 08.2 1861 139,6 1458 05.9 1661 137.6 1454Q170.0 1329 170.0 1134 148.1 1388 158.0 1218 127.0 1388 136.0 1188 111.8 1398 121.3 1178 99.4 1399 170.2 1162 89.6 1398 101.8 1117 71.6 1398 09.8 _1122 83.9 1390 82.7 5105 55.9 1388 78.8 1086147.4 1229 151.5 1098 122.9 1228 127.9 1079 106.3 1229 111.2 1061 02. 1229 98.9 1044 81.9 1710 69,6 1029 73.7 1228 82.4 1018 61.4 1229 72.2 993 527 1718 85.9 977 48.1 1228 62.1 96700 103.6 971 103.6 877 86.3 871 98.0 882 74.0 971 77.2 849 64.7 971 88.4 077 57.6 871 G1.8 025 61.8 871 68,6 015 43.1 871 {9.0 798 37.0 871 44.0 702 72,4 871 40.0 771 fn N O � AVO 05.4 019 97,3 1132 79.5 919 81.0 019 66.1 019 70.9 848 69. 918 62.9 794 53.0 819 56,7 784 47.7 919 51.8 774 39.7 919 {4.6 768 34.1 910 40.2 742 29.8 850 37.1 772 W 75.6 78676.8 716 620 78664.6 705 53.9 186 65.6 695 47,2 766 40.4 606 4t.9 700 44.4 11/7 37.7 786 40.5 688 31.6 786 34.9 653 27.0 786 31.0 641 23.6 788 28.4 671 43.7 3417 44.2 604 30.4 646 37.0 480 31.2 648 31.8 495 27.3 616 20.2 403 24.3 610 26.3 470 2I.B 540 22.9 47d 78.2 548 19.6 404 15.0 516 77.2 455 13.7 548 16.6 Ne V x Q fV z BL 12 AnchbrCa a ) ANCHOR CAPACITY ADJUSTMENT FORMULA: mOms.�p city Table Ob• ANCHOR CAP.,",,,,,, - m 25 O_ SubsbMte 2.7k C3rcrele 35k Calc. H"CMU FI6ed CMU PTWWd Metal (DI;,,jX ANCHOR CAP-,c, 5156•Elco 114'Ss Eko WS-Ek. V4•SS EIce x50 Steel 812SIeel 012 Sleet MULLION CAP,,,q,,,,,r� F o, r� � Anchor Type 3'16'Elco Utt2ca1 fld•Eko UlUacon &16'Elco Unrdcm v4-EkoUn2con Anchor Cllp P•llem9 Udmcon A114eaafor unman AggreGelv SCM( Saar(G5) straw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslarce llnj 1• 2-11z I 1• 1 2-112' 3.118' 1' 2-vz v avz z 3-Na z 0.46' 0.54• 0.3x4' CAPACITY REQUIRED"CORRESPONDING TO AN Embeonelt9n 134'4• 1314' 1 5314• 1314' 2' 1.114• 1-1141 1.114• 14W 1-14'4• 1-114• z 1.1'8• 538• .vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMM 0 4Standard aset .75'M1n C.C.r Staard oroCap CF4 1&& 3WES 390 ms 450105 090 tbo 1644109 2701bo 280109 354 ms 740lbi 374105 was 046 a6 341134 442105 5601b6 OPENING,WHEN IT IS LOW ER THAN THE MULLION 4AMtm A 2.68'MIN C.C./Standard(or Olbet Cal 3) 740 bf 74083 630 ms 14851m 14241be NIA 59093 N/A 095105 NIA 880189 WA 6821bs M1120113 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arcncro 1.71•MNO,C./Sladalduf3flselC 441-0--- 0501 768134 19461ba NIA NIA 7067ba NIA 799lbs NIA WA WA 10221bg 1327 b3 1680 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR 4arcrors a'Mln.o.C.l 2d5A c8 sr 78010s -76nas 600 bs 15M m5 5806ibs Obs 5m•8 NIA 760 Its 748 tes 8801bs 1692M 682bS $551ba 1120 WS CAPACITY WHICH MAY BE USED TO QUALIFY SArchore 3'Mln.O.C7 2c5A leCn a 11701bs 117017E 1020186 Z3401t3 2840 IDSet s 640 bs NIA 114D Its 1122 IDS1320lbs 2038 bs 1022lbs ISO"S IBle' ADDITIONAL ANCHOR OPTIONS FROM THE 3 Arc lbn 1.34' Mn.O.C.I UC NtOd25"A10m. .NIA WA NIA WA NIA NIA WA NIA WA N!A WA WA NIA WA 073 ANCHOR CAPACITY TABLE. lvn 6Arc3 0.64'Me.O.C.I ULI Inlo.l2Y Alum. .8 NIA WA NIA WA NIA NIA WA NfA WA NIA WA WA I WA WA 21 R0 VRODUCTRBVISED 2 Arkhors 0 Z68'Mln 0.0/F4;n 370113 370 IDS 315911 743165 712m WA 280108 NIA 3481ffi NIA /401[6 WA311 bS 4428E 560 BE as complying with Ow Florida 3Archors 1.77'M1n.O.CJF-Q (FIg.l0 443 WS 525 Its 370 b6 973 Ne NIA N!A 30 Is N/A 3091hs NIA WA WA 511 b1 6651b6 040 b6 Building Cade �6"O$1$,O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Acceptance No 1J CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Pxpimti 4'1 Date �n) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: B3' S • • • • • • • TABLE NOTES: 2'000' Mim1 D4d0 PrOducl Coo 1111111111 Iy1 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,SEE SHEETS 2-4 FOR \�� ( •,•!;I GENERAL INSTALLATION METHODS. ,.c\ , • • • • • 11ce.Nsr. •. R FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION,BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. , • • • • ,250„ 4.000' No.2.3705 • • ® • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • • LOCATIONS. -_T�,•.� FIGURE7: FIGURE B: FIGURE9: FIGURE10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '(�`�•'•.'e(OR10P•'•,(j`�� •' • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. i�E`s1�"•••••• \.1 �� MUST BE USED ALUMINUM SHALL BE 6053•T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 2"X 4•X.25'MULLION • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW /1j I 1 255 A THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8S.S.OR 410 S.S. A.LYNN FL P.E. 6(17#6!1,P.E. 05 TABLE 13A Mullion Capacity Tablo Ibsle Opening Width(tor lerticalVapar9trg md11ons)or Opaning Haight(for hodzoitak�spanni g millions) ### te 5010 60 in 7010 Win 8010 100In 1201n 140 in 160 in y�y}}'a�` a fb� O Rectangular TmpIrdang. Ractenillar Trapnideng. Raclenguler TraplTdeng. Reclen0td.r 7mplTdeng. Reclengular 7LepRdanO• Roal0lgller TmplTdang. Reclangufar 7rap7Tdang. Raclmrgular TreplTdenB. Rectangular Trspl7dunp. 2x6x.28 L..6w Loang Loafing Loading Loading Loafing Loading Lo9dmg. loading Laking Loading Lo.dmg Lwdirg Loading Lasing Loadag Load4g Loading a Alum.Tuba P u..7l 'i -c 'a .'� .�' '.. tea.. N A 2: �a a,. a,. .... £ �., o .. a �.-. o .Fz Mullion g� g g� m o� w �B g � � g� � �� $ a� � s� a. � � & g� �� a � g � N� Ba= s� z & �� g Z �m uWi 4210 170.0 020 170.0 435 170.0 744 170.0 478 170.0 008 170.0 600 170.0 902 170.0 519 170,0 HIS 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 527 170.0 1735 170.0 62t 170.0 1083 170.0 621 0 W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 1177 170.0 1417 170.0 880 t70.0 1700 170.0 680 170.0 1083 170.0 680 170.0 2287 170.0 680 _ 50.625 In 170.0 747 170.0 663 170.0 6% 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 53{5 170,0 767 170.0 1494 170.0 758 170.0 1783 170.0 758 170.0 1082 170.0 758 170.0 2391 170.0 758 f1) 54 In 170.0 797 170.0 812 170.0 058 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 831 170.0 1594 170.0 850 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 681 LU O 801n 170.0 885 170.0 701 170.0 1083 170.0 787 170,0 1240 170.0 078 170.0 1417 170.0 044 170.0 1504 170.0 BBB 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 24701 170.0 1063 170.0 2833 170.0 1003 U) 631n 170.0 030 17al) 745 170.0 1116 170.0 SW 170.0 1302 170.0 040 170.0 1480 170.0 1015 170.0 1873 170.0 1078 170.0 1850 170.0 1122 170.0 2231 170.0 1168 170.0 2603 170.0 1171 170.0 2875 170.0 1171 � J 7 681n 170.0 974 170.0 788 170.0 1109 170.0 003 170.0 1364 170.0 1002 170.0 1558 1740 IBM 170.0 1753 170.0 1155 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z m Rin 170.0 1063 170.0 878 170.0 1175 170.0 1009 170.0 1486 170.0 1120 170.0 1700 170.0 1228 110.0 1013 .170,0 1315 170.0 2125 170.0 1387 170,0 2550 170.0 1188 170.0 2075 170.0 1528 170.0 3400 170.0 1530 ()m aW 78 N 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2018 170.0 1421 170.0 2243 170.0 1506 170.0 2692 170.0 1828 170.0 11{0 170.0 1894 170.0 3509 170.0 1705 D. nZ g 78 h 170.0 1151 170.0 007 170.0 1381 170.0 1118 170.0 1811 170,0 1250 170.0 1812 170.0 1388 170.0 2072 170.0 1171 170,0 2302 170.0 1564 170.0 2783 170,0 1700 170.0 3223 170.0 1777 170.0 3881 170.0 5708 ~ Q N O pi-In 170.0 1320 170.0 11M 170.0 1594 170.0 1J28 170.0 1858 170.0 1488 170.0 2125 170,0 1853 1780 2391 170.0 1783 170.0 2858 170.0 1818 170.0 3186 110.0 2125 ISB.O 3413 170.0 2273 198.5 3413 170,0 2381 � Z IS 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1952 170.0 28J3 170,0 2095 180.0 3189 170.0 2338 137.1 3189 166.6 2470 120.0 3199 168.1 2426 F 2 Z aso 0 170.0 1584 170.0 1409 170.0 1913 170.0 1847'170.0 2231 170.0 1870 170.0 2550 170.0 2076 184.6 2781 170.0 2271 148.3 2761 581.0 2333 123.8 2781 140.4 2281 105.8 2781 126.9 2234 92.7 2781 116.0 2190 NN o170.0 IBM 170.0 1454 170.0 1880 170.0 1700 2203 170.0 1832 170.0 2821 1700 2149 151.6 X32 1823 2245 135.8 2632 148.{ 2216 113.6 2632 120.4 2168 07.8 2812 115.1 2126 85.4 2832 108.3 2086 WX 170.0 1771 170.0 1588 110.0 2125 170.0 1659 2252 159.0 1981 135.1 2252 141.6 1881 120.1 2252 1272 1938 108.1 2252 118.1 1915 80.1 2252 99.8 1872 77.2 2232 88.9 1838 87.8 2252 81.4 1808X 125.1 1554 128.8 1415 104.3 1664 108.1 1425 -1584 BL6 1407 76.2 1681 00.7 1300 80.5 158/ 723 1373 820 1584 65.7 1358 521 1564 58.0 1JJ0 H.7 1584 492 1305 30.1 1681 M.1 1283 Q N 2 U) 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: Of of Anchor Capacitv Table IbB ANCHOR CAP.,,,,•," 9uhalmle: 27h Cgxrela 3.5%Conc. Howe CMU Pied CMU PT Wold Metal (DP,)X( >=ANCHOR CAP... 918'Eko 1/4.6S Eka 5115•Elco 114'SS Elco 910 SIeN 912.SIeN •1291881 MULLION Anchor TM: 3116'Eko Ulimcon 1M'Eko Ulvacon Q1twon 3`16'Eko I9vecon 114'Elco UlSecm AgWmG.W Ulm.. AW.Gnt. screw(G5)Samv(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edge pialance(in): t• z-trrr 2.112' 3-10v r 2-IW r 2-112• 2• 3.1/8• Y 0.49• 0.54• 0.3z4. CAPACITY REQUIRED"CORRESPONDING TO AN Emt>eGnent(110 1-354' 1-314' 1 al41 1.714• Y1-114- 1-174• 1.174• 1-114' 1.114• 1.114" Y tare• tare• .ries ACTUAL PRESSURE REQUIREMENT FOR THE 2Amh-90 4.75"Min.V.C.18(,Ward or Ofpet Glp-11ii 1627• 3901M 1 38015. 4509,3 890Ws 1644 ba 270 i 2BOIbs 354 W9 7401bs 374 The 6B41bs 946 lbs 341 1b, 442109 5801bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclnm A 4.68'Min.0.47 SlarKlud or Olkel CI F.3' 760Ihs 78098 NO Ibs 1700 lbs 3232 Ws 5401bs 5B01w 106 IM 14601be 748 the 127215. 1892 The 682 1b. 88510. 112010. CAPACITY(FROM THE TABLE)OF THE SELECTED '8Amhara 1.71*Min.O.C./Standwdor 06e1 CII .F .411801be 140D It. 101015• 95 1b, WA WA 9401b. WA 10651bs WA W 70 A WA 13631. 57 I. 2240 @s MULLION.IT WILL YIELD AMWIMUM ANCHOR 4A.hor.a YMin.O.C./ 2r5 bql•7 .5: 7901bs 760 W. 08016. 158011). 18961bs 54015. 56015. WA 7600• 74910. 980 lbs 189216• 1 6021. 88510a I 1120 Ib. CAPACITY WHICH MAY BE USED TO QUALIFY 0 Anchme AV Min.O.C.1 255 Aollk C41091(F .S): 1580lbs 150015• 13601b. 312015• 37921h.1 1080 n» 1120 1b, WA 1520 lbs 1496 bs 17600• 3784lba 1303 Its 1770 lbs 1 22401bs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aro1rom 9b CY Min O.C.l22a5A to Clips t .7: 16Mibs 210015. IMO lbs 3700 The WA i 1320 11,3 WA 15001be WA I WA WA 2045 lbs 2654 lbs 1 33001bs ANCHOR CAPACITY TABLE. PRODUC)'RBvISBD 4 Amh- 1.34•Min.O.C.!UGI Inlo.125•Alin.(Fig.B. WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143010• n9 complyiu$veldt Oro FloreA• 9 Anchom 0.84'MIn.O.C.lUGi Into.125•Alum.F .91: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA Wool lbs tom-2.000"-rl Buildblg Cade 2Anclwm 4.89.670.O.CJ FGip F 10' 38015• 3901ha 450 Wa 590108 101615. WTO Yu 280108 3540• 740Th• 37410• -n IDS SOW 39115• 442109 56015• Acccpaulae NO l�p-O"LL8.O', 4An.hom 7.71'Min.O.CJFG' .11: IN El 700158 50510. 120a IOa WA WA 470Th• WA 53320, WA WA WA B02 W. 8851m 11201bs 25. _ R imli Date �lQ�f' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By Atiam o Product FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON %;l 1 i r i l l/ ° ° • ° ° • • • • • • • LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. L :1 • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. ��,.''•�,C`'rISS/''�� • • .. • 6.000' F••' ;t 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS ,- (,la.011705 • • e e • . •• • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON , p FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE vl LI}9�D I U CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED "•',1 ATc O1 ! (FIGURES CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTM G90,WOOD SHALL BE PRESSURE-TREATED U '• EIEDUNUPAIRS. MUS YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" Sl" n ' \HCMUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STUSEDIN BE AT LEAST.125"THICK AND A36,ALLANCHORS INTO METAL SHALLEXTEND ATLEAST 3SCREW , `12•X8"x.25• A.LYNIV'MILL�R,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.#68705 TABLE 14A Mullion Capacity Table Ibe1ft1 Opening Width(foruerticalyspanrilgmullons)orOpeningHeight(forhodzontolly-Spamingmuilloru) 601n 60 in 701n 601n 001n 1001n 1201n 1401n 160 In p Reclanpuler Trep'Tdam.- Reclarg-A TrepTnang. Rectangular TreprTdelg. Redalpular Twrrrian9. Rectangular Treprrd.M Rctargular Tra(VTdarg. Reclangtdat 'tvrWang. Rectangular Taprrorg. [RWngular TrapTrleno 0 Loading L."nij Loading Loading Loading tnadrg Loading Loath Imdl 0.6no Loaelrg L.oading LDadirg Loaarg LoadkV Ltadiagdkg Loading C 1.28"x2.11" Loading ro oZ' u x.125"Alum _ �• _ _ _ _ .�'_ _ _ O LO Tube Mull R S �i� � y � s` {� 8 5SFbcoZ03fln44.2 528 167.0 428 120.2 526 1489 419 103.0 526 1399 414 90.1 526 134.8 411 60.1 526 134.1 411 721 528 134.1 411 80.1 528 134.1 411 51.6 526 134.1 411 526 134.1 411 zi zir a 403 1080 333 805 403 94.7 325 69.0 403 86.4 320 684 403 81.4 317 53.7 403 79.1 316 48.3 403 78.6 314 40.3 403 78.8 314 34.5 403 78,8 314 403 78.6 314 0823 381191.0 301 686 382 79.3 294 50.8 362 71.9 289 51.5 362 67.2 286 457 362 64.6 264 41.2 362 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 362 63.5 283 "2 o 67.9 318 74.1 Z67 566 318 64.2 261 486 318 67.7 250 424 310 53.5 253 37.7 318 50.8 250 339 318 49.5 249 283 318 49.1 248 24.2 318 401 248 21.2 318 49.1 248 m C) 49.5 268 63.1 219 41.2 258 46.7 214 35.3 258 40.7 210 30.9 258 37,2 207 27.6 258 34.9 204 24.7 260 33.4 Z03 20.6 256 32.2 201 17.7 258 32.2 201 15.6 258 322 201 V42.7 234 456 200 35.6 234 39.1 195 30.5 234 34.7 102 25.7 234 31.0 189 23.7 234 28.4 160 21.4 234 26.0 184 17.8 234 26.8 163 15.3 234 26.5 193 13.4 234 28.5 103 W 37.2 213 39.4 163 31.0 213 33.7 179 20.5 213 29.5 176 23.2 213 27.0 173 20.6 213 25.1 170 186 213 237 169 15.5 213 222 767 13,3 213 220 168 11.6 213 22.0 186 Z20.6179 30.1 155 239 179 258 162 204 179 ?26 149 17.8 178 20.3 14724.38125.41812113715.2 167 17.0 133225 752 23.6 133 16.9 152 19.9 137 16.1 162 77.5 728 Q to � F r E 4 ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N O Anchor Co achy Table pba) F-- ANCHORCAP.,,,,,,,,,, X mo+;� St"I.W 2.7k Concrete 3.&Cmc. "On"Wit FIBea CMU PT Wood metal )P-)X( )=ANCHOR CAP.,,, Cn � 6r16•Eko 114 SS Elco&W Elco 1/4'SSE1to #105ted #125t 1 #12 Simi MULLION CAP.,,o,,.,,,, U0 Archorrype'. 3/16'EkoUllratm 1/4'Elto UBra<m Unum 3r16•EkeUAratdl va•EkoUll2con AggmGalor UJIMM AggeG:tor SEMW(06)SUM(G5) SUM(06) USE THIS FORMULATO OBTAIN THE•ANCHOR W XN Anchor Cllp Petloma Edlfe Glslatte n t' 2-112 t• 2-12 3.115• 1• 242• 1' 2-t2' 2' 3-110• 2 e.aa U.M. U.324• CAPACITY REQUIRED"CORRESPONDING TO AN r co W y EdiKdnrnl pn 7a'd' tea• lard• card• 2 7.114' 1.114• t-114' 1-114' t-1/4 t-vs 2 tare• 15'6 vanes - ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 4A4xtnrs 3'MrtI.O.C./ 2c6A W f 1' 780108 780I0s 680106 1560IOS 1B961D5 540 ms 560106 WA 7BO Ws 748 080155 1892105 6821h5 805 14301M OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z O Q' CAPACITY(FROM THE TABLE)OF THE SELECTED ll m0 s:.p MULLION.IT WILL YIELD A MINIMUM ANCHOR gra CAPACITY WHICH MAY BE USED TO QUALIFY F -� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1+1, I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, PRODUCT REVISED us complying with the Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Rcmin1g Code 1&-071&.o FIGURE 1: A minim No 3 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 8xpindion Date Qp 21 9 ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. P.118• By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi Dadehodut3 ANGLE CLIP MUST BE USED IN PAIRS. 125" .11'.I I 1 1 r r r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �� (>„i 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-T6 AND BEA MINIMUMOF.125' T �,.�"••'�1c�Nse ''•F�' ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26"X 2.11•X.125'MULLION `r LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =i s -N".58't0J THE MATERIAL.#10 8 912 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. • b i rr•_ - Tom'•. Fr.OR101^..•''�!� •, ''r`S'�U�lA1.• A.LYI WMILLbl,P.E. FL P.E.#68705 TABLE 15A Mullion Ca acityTiblo Ib6gt2) Opening Width(for vartically-spamrgmUlions)crOponlnpHeight(for hDdzo s*sparcirgmUlions) � c' 6o In 60 In 7I 601. 1 80 In 1 100 In 1 1201n 1401n 1601n p Reet9nguler TmP7Tdang, Rectenout T(ep7dMg. Rectangular TraplTd"V Rectangae, TreplTdan9 Rectangular TrapMmii. Reclengeler Tm dung. Reel.Wer T."ang• Rectangular IMPITdang. Rectangular TmVM a. a 3.26"30 L..&.g L0 4.9 Loedng Loading Leafing Loadnil Loadne L.adn6 leading Leadng Loafing Load6g Lee, leafing Lowing Leafing Loafing l,oedng ex V DEG.AL zr _ 2• n x a r BAYMULL li .-. a9• .. •�s 15 .. •�.. .m^ A^ u"E c7 uE 32 U.2 u$ u S$ B u's 3$ 3 8 3 c B d$ u 43 c3$ 6 1 c1B $ u 78 �8 �s [t] ILE 0 � 4261 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 WS 170.0 992 170.0 619 110.0 1118 170.0 021 170.0 1240 170.0 523 170.0 1488 170,0 521 170.0 1736 770.0 621 149.1 1740 170.0 521 J W I'll 170.0 708 170.0 024 170.0 850 170.0 5& 170.0 092 170.0 030 170.0 1133 770.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 660 130.5 1522 170.0 680 114.2 1522 170.0 680 7 N 50.6261. 170.0 747 170.0 583 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 164.2 1443 170.0 756 136.9 1443 170.0 756 117.3 1443 170.0 758 102.6 1443 170.0 756 W O O 611. 170.0 797 170.0 812 170.0 966 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 803 1604 1353 170.0 B37 144.3 1353 170,0 856 120.3 1353 170.0 561 103,1 1353 170.0 881 90.2 1353 170,0 861 m M Ir CID 601. 170.0 685 I70.0 111 170.0 1053 110.0 797 187.0 1211 170.0 071 148,1 1218 170.0 944 129.8 1218 168.8 038 118.9 1216 152.1 924 97.4 1218 148.1 913 83.6 1218 146.1 013 73.1 1218 140.1 617 I--' U J 63 in 170.0 830 170.0 745 170.0 1118 170.0 850 150.2 1150 168.8 033 IMA 1150 163.0 014 116,8 1160 141.9 898 WSJ 1150 1]4.2 695 87,6 1160 126.7 671 76.1 1160 128.2 870 S5.7 1450 126.2 670 7 d e � 66 in 170.0 974 170.0 788 152,4 1040 165.8 881 130.8 1040 14118 B64 114.3 1049 133.1 050 101.6 10411 123.4 M9 01.4 Me 110.6 030 78.2 1048 109.4 821 80.3 1048 108.2 818 57.1 1048 108.2 610 �e 721. 140.8 680 747.8 781 117.4 680 128.0 740. 100.8 680 110.6 734 80.0 880 100.0 722 78.2 880 92,0 712 70.4 880 88.2 703 50.7 000 70.2 893 60.3 880 78.6 800 44.0 080 76.4 BBB � mZ 76 In 119.7 700 125.1 690 99.8 790 106.4 676 85.5 790 93.3 6113 74.8 790 03.9 652 66.5 790 78.0 843 59,0 700 -71.7 635 499 760 65.1 024 42.8 780 62.1 619 37.4 790 61,5 817 J 781n 110.6 750 11&5 657 92.3 760 98.1 844 70.1 760 85.9 632 692 750 77n2S.3320 1 821 81.5 760 70.0 612 55.4 750 65.7 805 48.2 760 69.4 594 39.6 750 56.2 588 34.8 750 65.5 560 F- Q Q` N o Z 901n 72,1 603 74.4 508 60.1 563 82.8 491 51.5 567 64.0 463 45.1 40.1 563 MA 468 36.1 663 40.9 462 30.0 60 38.2 452 Me 563 33.3 445 220 503 31.0 M2 Q m Z ro O H W a 409- BBin 50./ 495 81,1 447 49.6 465 51,5 435 42.4 /95 44,0 427 ]7.1 33.0 466 38.1 /15 29.7 493 332 409 24.8 465 26.1 400 21.2 495 28.8 394 18.8 490 M90 C7 W i7 Y o 0 1081. 41.7 JB1 /26 353 34.0 361 35.0 318 28.8 361 31,1 342 20.1 23.2 J91 24.9 53.1 20.9 381 22.8 328 17.4 361 18.7 321 14.9 391 17.6 315 _ 1111. 18./ 370 382 335 32.0 J70 31.0 330 27.5 370 26.8 325 24.0 21.4 370 22.8 310 19.2 370 20.8 312 18.0 370 18.1 J09 4A1201. 30.4 717 30.9 289 25.3 J17 28.0 284 21.7 317 22,5 280 19.0 16.8 317 179 273 U Q M O O lu In 17.6 220 17.8 203 d" Z Q s� �o �C`'m� B ANCHOR CAPACITY ADJUSTMENT FORMULA: s Anchor C acl Table h5 +m �� ANCHOR CAP.,,,,,,, 8amlmte: 2.76 WrcrNe 3.56 Caro. Hollow CMU Filled CMU PT Wood Metal (DP,)X{ )=ANCHOR CAP.,,,, 5118'Ela 134'88 Eko 5116'Elco 1!/•S9 Eko oto Sleel oft Sl.e1 012 Sled AN CAP.,,,,,,,,, Anchor Clip Patterns Ar,charype: 3119'E100 UlUaton 1/4•Eko Ullraoon Wracan 3rt6'Eko UlVecon 114"Eka Ullrecan Aggre6etar unmoor Apgrel;atar screwlos)sew(G5) scmw(G6) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Mime(In) 1' 2-1n' 1• 2-12' 3.118' 1• 2.12" r 2-1m 2' "ll" 2" 0.48• 0.54• x324' CAPACITY REQUIRED"CORRESPONDING TO AN Em6edOtld(3): .1314' 1-314- 1.314• 1-874' 2' 1-114• 1.114' 1.114' 1-114• 1-114• 1.114' 2' 1.318• 1.3/8' linos ACTUAL PRESSURE REQUIREMENT FOR THE 2Amb4 M5'Sen.O.C.1(2)2%5 Angle Clam If6a.1Y 390 lbs 390 lbs _450 lbs 090 rm %700 lies 270M 260 IN 164 Ins 74016& 3741m 7201be 946IM 7413s 4421"9 580104 OPENING,WH EN IT IS LOWER THAN THE MULLION 4 A.hm 3.5•Min.O.C.I(2)215 An01e pips I(FIp.2Y 7BD Ou 7BO lbs 79010-3 18701"-3 25251. 540 ma 5801"-3 WA 11201ba 745 IM 8601"-3 10821". 6621". BBS lbs 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED BAnchora 271-MmO.C.1220 b /F .3 112016. 1120Iba 958113 22461b9 2254 lbs WA 8411"9 WA 1 10591-. 1 I6a 1320tbs NIA loxxma 13x33-3 Iwo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRMUCF RBVI SED - FIGURE 1: os..mplying with 111.Flotlda TABLE NOTES: Rullding(:ode Acceptance No Ito_0zl8-p'3 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pintion Dal. ?p2I SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Mi Dado trOdOct FIGURE 2: '1l 11 1 111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" ��° (4Y i+ 1,1/1( HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. : �(' I ••.F�7 i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250" 1�0.,58-305 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED - ;/,• !'r� • • • • 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 BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND a0°BAY i)'•• S vac MULLION ()�•., • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FI ORLOP'' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. <�•! A.L11NN MILL'EtR,P.E. FL P.E.#58705 ABLE 16A a Mullion Ca ao Table Iba7Ra Opening Width(forvarilcalli spardrg mullions)orOponing Holglit(for MriwraalVsparnhg mullions) `� a 501n so N 701n 601. 90 In 1001. 120 In 1401n 160 in o Rectangular TraWflang. Rectangular Tmplr0arlg. Rectangular Traplidmv. RectelgJer T)eplTdang. Reclenpdw TrORTdeng. ReclengJer Tcap?deng. ReclerWlw Trep7Tdalg• Reclengukr TrapTdenp, Realangulm TreN7da4g. p w 3.26"46 1--fling Lead% Loadng Lowing Loeft L.oadng Luadne Loading Loadng Laadng Laadng Loafing Loading Loafing Loaft Loading Lowing Lo.&O pZ U DEO.AL x a a a a g p z+ i• a F ` BAY MULL -' �`• "� "' & b b �� b b s �x b m fa � E -0 s $ 3� "9 jli�4 V L? �e s` a & 'a 3� E �� §� co z w g a �a Ba a aa 1a 11 a� � a o42In170.0 020 170.0 435 170.0 7M 170.0 478 170.0 886 170.0 508 170.0 092 170,0 519 6 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521461. 170.0 708 170.0 524 170.0 050 170.0 581 170.0 002 170.0 830 1700 1133 170.0 801 76 170.0 077 170.0 1417 170.0 660 163.7 1637 170.0 600 140.3 1837 170.0 Sao 172.8 1637 170.0 660 :50.0.!51. 170.0 747 170.0 583 170.0 BBB 170,0 83f 170.0 1048 170.0 084 170.0 1195 170.0 723 45 170.0 747 170.0 1494 170,0 756 147.1 1552 170.0 758 126.1 1552 170.0 750 110.4 1652 170.0 758 Wo Q541n 170.0 707 170,0 612 170.0 958 170.0 891 170.0 1118 170,0 754 170.0 1275 170.0 80334 170.0 037 755.2 f455 170.0 050 120.3 1455 170.0 681 f10.8 1455 170.0 BB1 07.0 1455 170,0 861 1Y3Ms0N 170,0 806 170,0 701 170.0 1083 170.0 787 170.0 1240 170.0 876 157.1 1300 Woo 04409 170.0 098 125.7 1309 163.5 904 104.8 1399 157,1 082 08.8 1309 157.1 082 78.8 1309 157.1 002 1- lO631. 170,0 930 170.0 745 170.0 1118 170.0 860 182,9 1247 470,0 940 142.5 1247 164.5 90347 152.6 065 114,0 1247 144.3 052 95.0 1247 136.2 OM 81.4 1247 135.7 935 71.3 1247 135.7 935 7066in 170,0 074 170.0 789 170,0 1189 170.0 OW UB4 1190 163.7 955 129.0 1100 147.9 04590 136.6 028 103.9 1190 128.4 014 80.6 1100 119.5 696 74.2 1100 118.1 883 64.0 1100 118.1 693 Z x 1 721n 181.8 1010 169.0 077 131.7 1010 1M.8 059 115.4 1010 177.2 &2 101.0 1010 111.7 028 88.0 1010 105.8 017 60.6 1010 BB8 607 87.3 1010 80.6 705 57.7 1010 67.6 790 50.5 1010 87,7 780 ?.g LL51 781n f3T.4 900 143.8 702 114.5 BOB 122.0 715 90.1 000 107.1 781 85.8 906 98.2 749 76.3 900 08.2 738 88.7 808 62.3 729 57.3 908 74.7 710 {9.1 008 71.2 710 /2.9 OOB 70.6 708 J aZ Q r zi .'e 781n 127.1 801 132.5 754 105.9 f161 112,5 730 80.0 801 98.0 725 70.4 BBt 88.5 713 70.0 BBf 61.0 703 83.8 681 75.4 eB4 53.0 601 68:1 081 454 BBf 84.5 875 39.7 881 8.7.7 072 ♦- Q Q N O 901n 82.7 840 05.4 $TdM449 2.1 S8/ 59.1 840 82.9 554 51.7 BIB 50.1 545 46.0 646 50.9 537 41.4 640 47.0 530 34.5 046 41.5 519 29.5 BW 30.2 511 25.0 646 38.5 507 QZ z F LU m98N80.2 586 70.1 6089.1 d99 48.7 860 51,4 491 42.6 606 45.8 403 37.0 506 41.4 470 31.1 588 96.1 410 28.4 508 33.4 439 24.3 580 30.5 452 21.3 508 28.7 447 ��IOBIn48.9 4051.2 399 34.2 448 35,7 393 20.0 449 31.7 307 208 449 28.0 382 23.0 Mg 261 377 20.0 149 22.7 388 17.1 449 20.4 361 15.0 449 10.8 356 W Vi111 N 41.1 425 45.0 38637.0 374 31.5 125 328 373 27.0 425 29.1 367 24.6 425 28.2 362 721 125 24.0 358 10,4 125 20.7 380 15.0 425 18.0 343 031.9 304 35.5 33129.0 320 21.9 301 25.8 321 1.1 21.0 384 22.0 317 19.4 361 20.5 313 17.5 364 18.7 309 QIn O20.4 23317.1 230 � z TABLE 16B 11A, ISTMENT FORMULA: Anchor Ca act Table fibs) ANCHORCAP.,,,,,,N, 60Mmla: 27xConcrete 3.5k Cow. Hou"c`u Fuad CMU PTWood Metal (DP,,,,)X( )=ANCHORCAP,,," 5116'Eko 114"SS Ek.5110 Elco 114'SS Eko #10 Steel pf2 Slee) 612 Sled MULLION CAP.,„ Anchor Clip Pattems AKhwTypo 3118'Elco Ultracon 114'Eko U9eccn YIB'Eko Ultracon 114'Elm UlUacm 018-E10 nOpmGatw Utlmcon Ag9reGalw scmW(G5)acmes led, 012 Ste 5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dislaneo(In): 1' 2.1/2 T 2"12' 3.110' 1' 2-12• r 2-12• 2' 3418' 2- 0.43• 0.54' 9.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(In>: 1-314' talo' I-3t4' 1.314' 7 1-114' 1-114' 1.174' 1-114' 1-174 1414' 2• 1Jla' 1,916' wdee ACTUAL PRESSURE REQUIREMENT FOR THE 2 ADoMue 5'Min O.C.l22a5A / .1 390 ros 3 les 460 Uw 690 lbs 1700150 770 roe 280Ibs 350 On T401bs 3Td ID9 7201bs 940MS 341 ros 442I1e seg ros OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arohas 3.5'Min.O.C.1(2)2x54 Clips I(Fig.2): 760 lbs 760 ros 780 Ns 16701be 2525 We 540 lbs 5501bse NIA 11201M TlB lbs- BBOIbs 15B21b0 6821be 085 lbs 112oibs CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anclwra 271'Min.9.C122x5An Ci I .9 1120 lbs 1120 We 0501es 22461bs 2254 Iba IDA 8401bs WA 10591m WA 1320 P. WA 10221. 1327 Lb. 1660 ros MULLION.IT WILL YIELD.A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCr RBYISED FIGURE 1: a complying wiar 910 Florida TABLE NOTES: Building Cod. '�"021�i3O.3 Amptanm No s o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex��D& 2021 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.FIGURE2: 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 SHEETS 21-23. a a a HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45°-_ : ,�U:,.•••""•••<<< �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ;`•��,. �� hlcc 7 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3,250' rlD x+70�' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ". e • YELLOW SOUTHERN PINE W ITH AN SG OF 0.55.ALUMINUM SHALL BE 8053-T5 AND BEA MINIMUM OF.125" THICK STEEL STUDS TO BEAM NIMUM GRADE 33 AND.045THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 45'BAY -"�) �f $ • /� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •F)'• ..Tp;l,OC MULLION e THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ^' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ,,S�1''/( 1` t'•x�\ AA'?N E FL P.E.#58705 -j 1.000° -"i 1.000' 101 1.062•-•-1 740^ a • A .063'- 1.385' rt `� .062' �{ .125' ---I 1.125• Cite 062' .438' I 1 TANDARD CLIPp�i 4 4.000" 4.000' 4.000' 2.00 .125"56063 To ALUM. 2.125" 2X5 ANGLE CLIP ti� V 2.625' U-CLIPel ,125' X•SECTION I 2.000" 6063-T6 ALUM. 1 1 -f(II.606U ALUM. X•SECT(ON ,125• N .525' X-SECTION „y tD .125' .1031'1 7- c/) �+� 1 .120 O F- 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J W .375' .155' 375" DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE m = ANCHOR D.C.DISTANCE,MAXIMUM ANCHOR 2 m (X o (A HOLE DIAMETER:ANCHOR DIAMETER+1116'. W O O 1'X4'X.125' 1'X4"X.375" 1^X4•X.375' S.WO• ca p F MULLION MULLION 'T'-MULLION 5ETO .000" � Z M 8053.76 ALUM. 6063-TO ALUM. 6063.76 ALUM. 3 125• CREA E FmCU IF 6" 375' F„ Q f9 J X•SECTION X•SECTION XSECTION .376' --`I_CREATE FCLIP,SEE MIN. (n J MIN. I DETAIL F.SHEET Z 7 1.250' .375' Z W g m r---------� 1 r-------� r---�----- -----------� .375 - O F ..W CENTER OF 1.250' t25T I I I I I ANCHOR HOLE j MIN. J d mZ t I i j I MUST LIE WITHIN I i Q J �_ •d• THE DASHED I I I I j F BOUNDARY.SEE 2.875' ---'I ---- SHEETS 6-20 FOR F F Z d Z m p _1---------I I I I I THE ANCHOR O.C. I I 3.94' I DISTANCE. i i .Z 3.250' I I I I MAXIMUM I Ute,( O 3, I I I I I ANCHOR HOLE 1 I � I I I I I DIAMETER: I I .100' 00" _ -1�. I I I I ANCHOR ' J rnL J L_______ L_____________DIAMETER+111fi ---__� Q ¢ O2X5ANGLECLIP �Sm-.100" 4" 624" rY STANDARD CLIP U-CLIP 6063-T6 ALUM. gd' -�•I ,820" Fes-- -•-I .820' fes- CENTER OF ANCHOR HOLE MUST LIE 6063 pV EW ALUM. 80TOPV EW M TOPVIEW a; -I•820 F- WITHIN THE DASHED BOUNDARY.SEE 1.25'X 3.25'X.100' 1.25'X 3.25"X 424' 1.25^X 3.94^X.624^ SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmonalon Value(In)Par Mullion: Olmenslon Value((n)For Mulllon: 5005-TS ALUM. 6005-T5 ALUM. 6005-T5 ALUM. DIAMETER ANCHOR DIAMETER+1116'. X-SECTION X-SECTION X-SECTION F 3.66 1 X4' F 1.938 1.25•X3.25' G 1.000 .125' O 0.600 X.824' 3.469' 5.500' _ H 2680- Aluminum H 1.438 Aluminum _ I 3.000 Tube Mullion 1 3.250. Tube Mullion - 2.667" 1 877 ,125" •M N° .375" F 3187 1'X4°X F 2.025 1.25"X3.94" 1.377'`! •125'I 1 G 0757 .375• G 1.125 X.621' H 2430 Aluminum H 1.500 Aluminum -a'i)UC'P RHVISBD I I I I 1 3000 Tube 8."T 1 3.250 Tube Mullen m complying wimi the Florida I I I I I F 2250 1.25X3.25' F 2813 30'Ba Mull Building IN I I i I G 0.760 X.100• F 2.876 45'Be Mull Acueplv�ce Nu .125' I I I I E pitnti Dote .125" 45' 2.250" I I I I I 1 H 1.5017 Aluminium 2�2) 30° I I I I I 3250 Tube Mullion 13 I I I H 1 y 3.250° Mi do Pro 45"BAY MULLION I 3250" I I 1 i TABLE D 30'BAY MULLION 6063-TB ALUM. L__-____� I �_ _____� Mull Dimenelon POT Part ��7\ 6063-TB ALUM. I X-SECTION I (sheet N) Mullion Std.Clip OUeel Clip U-Clip Angle Clip ` ON ......... 4,•, � X-SECTION G1•X4'X.125"(10) 89384 6WII IM 6881122M 666241M 666518M OFFSET CLIP ` 7T .125' I 6083-TB ALUM. 1'X4'X.375'(11) 66810 606112M 6661123M 888242M 666519M "t ' .228"J •.,981"-4 .228' TOPVIEW - �'r' S•lo.G070� , 5'X4'X.375'T(11) ON53 M112M 6601123M 6W242M 606519M NOTES: .740" 1.25•X3.25'X.100'(13) 20180 6661127M 6661124M ON2410M 8885115M _ A. LY:7 VVV III til•� 1.25'X3.25'X.824'(14) 20181 8661128M 66e1125M 66B2411M 6WS116M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•X3.94•X.824•(15) 20182 6881717M 8681128M 668241M 686517M '`�p0'•. SAH'`7 .;'•T"•'1` 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degme(19) 66649 WA WA WA B6B5110M ��'•.�LORXO,. 45 De9mo(20) 86850 WA WA WA 6885111M ��'ir S•5(( `4� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LHN tl ER:KE. FL P-E. 58705 TABLE E � Mull Dlmenslon PGT Part# (sheet#) Mullion Std.Clip U-glp Angle Clip -^I x'-.125" --�1--.125' d ` --I I-'•125" x a 2"X4-X,25-(16)j 66602 666261M I 666271M 6665112M I Y$z o oo 2"X6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CLIP I U-CLIP 2X5 ANGLECLIP d w 8083-76 ALUM. 6063.76 ALUM. 6083-T6 AIUM o Z z 2'000" I X-SECTION 2.125" XSECTION 2.000• X-SECTION u'. NOTES: I Lo N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125' I .125" L .125' M m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - 7' Z wc`1 N 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE 4--1 I I O H HOLE LOCATIONS. . �1•490'..�. J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" 7 CUTHERETO U o 2.000" 3.500• "''� CREATE F-CLIP, 5.00D" 37S' m U oo O .375" '8 _sEE DETAIL F, •375" .375' MIN. Z M MIN. SHEET4 MIN. F" O J Z O r--------- ---I--- --------�- --- -- �T F--------------------T Z U.1 m '2 I I I I ' I O 5 I I J D z 4.00D" ; ; I ¢ -, r rY -I-- -- --I- 3.438" t 3.438" j-------"-j ~ U •2�" 2'X 4"X.26" I I I I z 0 ¢ C-4 O MULLION - I I I 3.438" , I ¢ Z Z 6083-T6 ALUM. j I j I N a "O X-SECTION I I I I MIN. U Z m o $ ---� -- -- L L--------------------i- MIN. ED O 52 7 0 L- STANDARD CLIP 2X5 ANGLE CLIP U-CLIP,11 6063.76 ALUM. Q Z O Q CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2"X 4"MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-76 ALUM. D,• cp N .250" WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW ,,O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. mQ' DISTANCE.MAXIMUMANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER:1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER.1116'. )---2.000'-----) .375" 3.500• ^I CREATE F•CUP, .375' 5.000" MIN. Ce __SEE DETAIL F, .375' SH MIN. rY MIN. .375' ----- -'- ----- ---- -- -- - r---------------------T I I I I I I I I I I I I I I I `i•;G+DUCT RBVISED I I j j ns complying with ttc Floib I I i I i i e,amo,gcaee (fo-O 78.03 I I Ac cpta„ce No I I 6 pimlion Date Q0x 1 4.688" I I h i 6.060• ` --I- - Mt Dene hod6et' .250" -I--- T- i t - 5.430" I I 11\I l l l l r 1 5.438" I i 5.438" ��•'\��ENs� ��Fr�:: 2•XB'X.25" I I MULLIONND,58705 i I I 6063-T6 ALUM. X-SECTION I .375" -- I I I MIN. O f I STAN. ARD CUP U-CUP 2X5ANGLECUP 250" 6063-6 ALUM. 6063-6 ALUM. 6063.76 ALUM. 1"5/ TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPVIEW �r J�1 i t lel\ TOPVIEW A.Ly W11LLER,P.E. FL P.£.#58705 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+60.01-60.0 PSF. a R NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,7HE 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 2-1W AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01.60,0 PSF,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. FENESTRATION DETAILS,EE 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+1-58.3 PSF AND WOULD pYd o PRODUCTSSHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2-3 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 LL 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. CV MULLION LENGTH A 2)USE TABLE 49 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 }m 4 lJ 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. z iN SEE 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 7 = 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. it 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, LUw 00° OF- 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: 32' 32' � tD j --11—MULLwIDnt (60 PSF)X 636 LES ( )=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 49) g OPENING WIDTH 727 PSF Z � m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A Z DESIGN PRESSURE OF+50.01-55.0 PSF- J �i Q d FOR THE VERTICAL MULLION: 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105'AND THE OPENING WIDTH IS 36"+38'+1•=73".REFERENCING SHEET 25, Q Z `- THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2.318"AND WILL N (/).§ "o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. W LLI ° FROM TABLE 3A,SHEET 7,THE 1"X 2.75•X.375'MULLION(LENGTH=108',OPENING WIDTH=60")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 41-15.11 PSF Q' :52Y Y — MULLWIDTH �-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, Q T FROM TABLE 12A,SHEET 16,THE 2"X 4"X.250"MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d -w Z N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED,OF 971 LBS. m�my,U) —SEE DETAILS, (L' 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36•+36'+2'=74',NOT 73"AS PREVIOUSLY PRODUCTS 2.3� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN IIlF APPROVAL THE 73•DIMENSION(35.112"+35-112'+7'=73'), 2)USE TABLE 12D TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL I 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. MULLION --�SEE `SEE USING THE STANDARD CUP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2"GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH DETAILS, DETAIL E, OPENING THEREFORE SUITABLE,FOR THE REQU IRED ANCHOR CAPACITY OF 971 LBS, 8 SHEETS 2-3 SHEETS .FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A3'X 4"X.250"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER U IL MULLION TYPE COULD BE CHOSEN. MULLION 72' PR(i)UCI'REVISED 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32'+72'+2'=106.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE as comPlyin wish 9.Flo" USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE `Acce twee r�1G•ollt s-o,9 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. E pimlion Date SEE DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" Y) 41AL14 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 Mi>un"a Product 2a (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 11 I 11111 ANCHOR CAPACITY OF 521 LBS. `�.\O��{ LYNN 2Jj".,I,��' 38', ON. �_ 38•,HORIL 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR �i`tV\GL-i�St '•.C� / IIF-----MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. Z 14,1.63,105 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; .: CY= +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ^;-ISI'•, fJ +1.170.0 PSF FROM THE 38'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). ()'• S'At 0• .4;`' THE LOWESTOESIGN PRESSURE IS+1.54,7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ��'\�("'•,/'LOilIDI; ( � VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH 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 A.LYNN MIILEh,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 o. t' EXAMPLES OF RECTANGULAR LOADING; EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: ^ ® n NqN 44�^e I 8 -PW li I PW PWzp o _ d N SHIDH SHIDH - SHIDH SHJDH I PW PW Z N Ym 4 U W = ag co oo ,/ / LU O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I m o ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I - rD �j HINGED J 1 DOOR 1 SGD -._--_ Z c, I ?} I LOADING OF VERTICAL MULLION = wuj , � W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION -<J I 0_❑ •- 'y PW .. j Z Q O7 p 1 ¢ Z Z5 a-• O P PW PW y sow SHID SHIDH SHIDH H SHIDH - -- _ - Q J Z O O 4 4 �o�o SHIDH as ma I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I - I PW PW HR - I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PA HINGED 1 NOTES: RMUCT REVISED DOOR PW PW I - - 1 vs complying,rilh gw Florida 5 DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL Acccr4m%ce hb p3 PW CONFIGURATIONS. imli Date QOQ) PWCONFIGURATIONSNOTSHOWN D MAY BE EXTRAPOLATED FROM Mli a ProduU OO I - THOSE SHOWN. ial (� 1 2 IF THE LOADING TYPE CANNOT • I BE DETERMINED,USE ;� +,QZ;.• ;.�((�. �� I I PW RECTANGULAR LOADING. ``•'• _ PW PW 3 SEE PRODUCTS'APPROVAL FOR .01 No.561 ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j %•;r'` ��A1•' v/ I LOADING OF VERTICAL LOADING OF HORIZONTAL �� r>�r.IAIN_ MULLION MULLION A.LYNN FRi F.E. FL P.E.#58705