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Home My WebLink AboutProduct Approval - __ �tt size (W X HJ �.. 1,'tp{N;mpaq,Sinole Hung Window 36 x37 " (Side Garii94 Window) 2. Non-Impact Single Hung Window 36 x37 (Side Garage Wiindow) 3 Pion-impact Single Hung Windows 110 x 49 (Front Tr-'ple Window) - 4. N?n-lmpact Single Hung-Windows 73 x37 j(r.�Ftznuale Window) 10 9 $ . ' Non;jrgpacl$Ingle Hung Window 36 x37 (Rr n.(Sin,1te Wfirdow) Hyng Nllndet! 36 x 37 t•+.� 'i��r;1e 5irg7e tyindotvl "1 t:gn-iii jact9ingte Hung Window 36 x 37 [ Id3 Single Window) -� E..jr2-Impact SSngle Hung Window 36 x37 ' ((iack.�Sir.y:A GVtri¢ow) t,On ingtact Salle Hung Windows 73 x 37 . (ki2ck Dbxrliie Window) ` 1 Q• t,v-In aact Single Hung Window 36 x 37 (Back Single Window] -11. I'•(�ndn,pact Single H.,ung Wtnaows 7307 37 - (,$fde Double Wiridowl, 3 4 5 Q CO rn o 1tt N M a: 2 Eu- - . _ ICU 0) - CL LL's N .,"t a- LO r COPYAMM EAEMPMCOM �.P SCALE: II NOT TO SCALE DATE: Jul 20,2017 PAGE DESCMP"— Site Plan PAGE: OFA 17 I Property Information Building Infon-nation Owner: Hicks Wind Zone: 160 MPH. Address: 5015 Palmetto Dr Exposure Category: B Ft Pierce,Fl 34982 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure.(psf) Pressure(psf) 1 Int 36 37 7 32.5 -35.2 2 hit 36 37 7 32.5 -35.2 i 3 Int 110 49 7 29.7 -32.4 4 Int 73 37 7 31.2 -33.9 5 Int 36 37 7 32.5 -35.2 6 Int 36 37 7 32.5 -35.2 7 End 36 37 7 32.5 -43.5 8 End 36 37 7 32.5 -43.5 9 Int 73 37 7 31".2 -33.9 10 Int 36 37 7 321.5 -35.2 11 End 73 37 7 31.2 -40.8 I ' I ' I Prepared in accordance m,ith:ASCE 7-10,Chapter 3o. 97ind Loads-Components and Cladding.5th 1:ditiar(2015)Florida Building Code. - Page 1 of 1 — — -------------------- -- - i I ' .._7 � �111 IP— tJ IV BCIS Home 1 Log In User Registration Hot Topics ; Submit Surcharge Stats&Facts Publications r FBC Staff BCIS Site Map Links Search dbFlorida _71 v f{Product Approval USER:Public User �<x,. Product ADoroval Menu>Product or Application Search>Application List>Application Detail j; FL# FL239-R24 Application Type Revision i Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived J i Product Manufacturer 10T Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext:22318 druark@pgtindustries.com i 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 i jrosowski@pgtindustries.com i Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Singl-.EH un Compliance Method Certification Mark or Listing I i 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 r I , i Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval i ' i ° I i Date Approved 09/08/2016 Summary of Products i FL# Model, Number or Name Description 239.1 SH- 200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0505.02.odf 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 FL239 R24 IIS 16-0505.02.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-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 15-6612.12b.od f 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 FL239 R24 II 15-0612.12b.odf (NOA)for product performance information,anchorage Verified By: Miami-DadeBCCO-CER details,and anchor type, size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-600(Non-Impact) Aluminum Single Hung Window i 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 FL239 R24 II 16-0714:05.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade-BCCO-CER details,and anchor type,size,and spacing information. Created by Independent:Third Party: Evaluation Reports ' Created by Independent'Third Party: 239.4 SH- 700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.06.6df 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 FL239 R24 II 16-0714•.06.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-,CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent IThird Party: 239.5 SH-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.Ol.odf 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 FL239 R24 II 16-071401.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-,CER details,and anchor type,size,and spacing information. Created by Independent•Third Prty: Evaluation Reports Created by Independent,Third Party: 239.6 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.02.1)df 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 FL239 R24 II 16-0714.02.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-iCF.R details,and anchor type,size,and spacing information. Created by Independent Third Pzrty: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window i i , I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 15-0612.11 LMI .pd f j 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 FL239 R24 II '15-0612.11 LMI.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: 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 SMI.od f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instruction's Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II1 15-0612.10 SMI.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent;third Party: Evaluation Reports i Created by Independent Third Party: 23 .9'9 LinS Non-Impact]---"� Vinyl Single Hung Window 'I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC 16-0714.04.1W Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II'16 0714.D4.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade'BCCO-CER details,and anchor type,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 Ce rtificate Approved for use in HVHZ: Yes FL239 R24 C-CAC 16-0714.03.6df 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 FL239 R24 II 16-0714!03.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type, size,and spacing information. Created by Independent'Third Party: Evaluation Reports Created by Independent'Third Party: Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 j The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement f 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 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 Carta Safe 1111�i1 I I ' j I I i M IAM IO2ADE MIAMI-DADE COUNTY eI PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) m"v.miamidade.eoy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,PL 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 Miatni-Dade County RER- Producl Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AIIJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the Higl Velooi y Hurricane Zone. DESCRIPTION:Seris"5400'PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single IIung Window Installation-NI", sheets 1 through 12 of 12,dated 05115/15,with revision A dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, p 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 theexpirationdate 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 he dispiaycd 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 distributbrs and shall-be available for inspection at-the job site at the request of the Building Official. — — This NOA revises NOA#15-0519.06 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMtDAH- D UNTy �� NOA: o.July16-0714.04,2020 (f Expiration Date: July 30,2020 Approval Date: August 18,201 1 t Page PGT Industries,Inc. - I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.06) 2. Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI",sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using:Kodispace 4SG TPS spacer system,Durascal®spacer system,Super Spacer'NXTTM spacer system and XL Edge"m 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 j along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. l (Submitted under previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying-with FBC-5'n - Edition(2014),dated 05115/15,prepared by manufacturer,signed and sealed by Anthony Lyme Miller,P.E. (Submitted under previous NOA No.15-0519.06) — — --_ -2._ _ Glazing complies with ASTM E1300-09-- - D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). j Manuel Perez,P.E. Product Control xa)ilner NOA No.16, 14.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their-"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5a'Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony } Lynn Miller,P.E. f (Subitt&!ed tender previous NOA No.15-0519.06) p!p 2. Statement letter of iro financial interest,dated May 15,2015,issued by manufacturer, I signed and sealed by Anthony Lynn Miller,P.E. (Subs nilied under previous NOA No.15-0519.06) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by Jaime Gascon,P.E.Supervisor,Product Control Section. (Submitted under previous NOA No.15-0519.06) 4. Proposal No.16-0125 issued by the Product Control Section,dated Match 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.06,issued to PGT lridustries for their Series "5400"PVC Single Hung Window-N.I."approved on 07/30/15 and expiring on 07/30/20. _�N/4Zi 14lanu 1 Per E. Product Control E %. er NOA No.16-7 4.04 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHO AGE EXAMPLERFOR 28-118°MAX.O.C. 21-5/8" �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS TOP _ 52.1/8"MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM. 12"MAX.FROM �r HEADER(SIM.FOR ALL LEVEL,SEE SHEETS-6-7 IMPACT RESISTANCE FOR ALL FRAME SEAM _ 1 30" Imo- - 12"MAX. / WINDOW TYPES) WINDOW TYPES) 8,SEE _ MAX.O.C. SHEET3 l / 52-1/8"MAX.BUCK WIDTH _ - 10"MAX.FROM SEE SHEETS �r 1-114" A,SEE r'-" t' 92"MAX FRAME SEAM8&9I 11 B.SEE 30"MAX.O.C. ►- 12°MAK SHEET31 FIXED VISIBLE _ D,SEE _- , SHEET3 � � I 1 LIGHT WIDTH -L � SHEET4 A,SEE -- B,SEE ----- _ 30°MAX.O.C. 12"MAX. I I SHEET3^ �I-12"MAX. C.SEE SHEET3 _ � - j FIXED SHEET4+ EQUALLY ) VISIBLE �- - A,SEE -' 12"MAX / / SPACED / LIGHT SHEET3+ EQUALLY 17-7/8"MAX.O.C. I 17-7/8"MAX.O.C. SPACED / - ANCHORS PER i ) /HEIGHT_ --� TABLES 6 8 7 1 �— EQUALLY I 17-7/8"MAX.O.C. l i ANCHORS PER I. 91.78" SPACED TABLES 6&7 Q i i / O i / 84" MAX. ANCHORS PER I` e4" BUCK TABLES 6&7 62" I I BUCK MAX. HEIGHT MAX. I I HEIGHT BUCK 10 MAX.O.C. BUCK —I - AS SHOWN 10"MAX.O.C. 10"MAX.O.C. X I HEIGHT (91.78" X 4 HEIGHT X 4 _ 4 X I I 4 1717 .-._._._ ._ ._._._._ MAX.) ._._._._. / SASH ._ .l / 13-3/4"MAX.O.C. /._._._._. a.i EQUALLY I 13-314"MAX.O.C. EQUALLY 113-3/4"MAX.O.C. EQUALLY _ I SPACED I _ T SPACED - VISIBLE y 1) SPACED I SEE �T[ I ANCHORS PER i ANCHORS PER LIGHT/ HEIGHT I A TABLES PER I ^/ ' SHEETS J s / TABLES687 I A TABLES687 A I A 8&9 I 6-12°MAX. 8-1I2"MAX. 6-1PL"MAX. _ 40ANCHORS AT SILL �.-. NO ANCHORSATSILL �J NO ANCHORS AT SILL J B 62 118°MAX.BUCK WIDTH SEE SILL WEEP.NOTCH DETAILS, B�.- .J SASH VISIBLE SEE SILL WEEP- B _ I--'J SEE SILL WEEP- D ----- 1-1/4° -►� I SEE SILL WEEP- 62-118" NOTCH DETAILS, �1 52-1/8"MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TtYP,FLANGE FRAM ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SNQWN WITI ORIELYPROVIEMONF.IGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 6&7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS... 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6.7 - _6)1/4"MAX-SHIMS ARE.REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8.9 7)DESIGN PRESSURES: - - - - - -- - - - - -- --_ - - EXTRUSION PROFILES................10 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........11,12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT RRVISBO 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION;- ALUMINUM DESIde GN MANUAL,ADM-2010--._ - ._. -- _ .c uPI)in8 Wit-h the-FkWmA - 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER •AIS'-S100-07/.2-2010 lluilding Co . -- SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMI UM.DEBIGN'MANUAL Accapl ynD 3t j 14:04- t.Pir�tynu�m ,2 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. "(.:t •t•, ", Revised By: Gate: Revision: 511.2 -- - — - ---'- -- - - .:.....:.' A)ADDED SPACERS B. ,y -- - — - - _ JR__ 105/_16 USER INSTRUCTIONS: -- -— — :,' - - - TO SHEET 11- --Mined 11.aa,a,T ce,e�f( -- 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '( ,/,:r Revised By: Date: Revision: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = Description: Drawn By: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP I, -i � .l,l; GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS ri,j•'•, '%I�t'''r�'• ` Date: FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. .1.'•.,'Lr:;;lT.l:•'•. ` 1070 TECHNOLOGY DRIVE Rtle: "''' SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ��i�,;;�"••••" N.VENICE, FL 34275 00 /(,)I•I r'`" ` (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, rr I I I 111 Serles/Model: Scale: Sheet: Drawing No, Rev: INTEGRAL FIN OR EQUAL LEG/BOX). A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 SH-5400 NTS 1 OF 12 MD-SH5400-01 A P.E.#58705 ' TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame - Glass Design Pressure Types Options Configs. Shapes Installation Options that may be used .type Description(Listed from Exterior to Interior) Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 3/4"I.G,:1/&'A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 Into 2X Wood FramelBuckstdp-sheet 3,option 1 Equal-Ute, SquarelRect., 2 314"I.G.:1/8"T Exterior Cap+1/2"Air Space+118"T Exterior Cap 4.5 6,7 �„7(ang ,-¢, Through the frame ....Into Concrete/CMU-sheet 3,option 2 tr:.0.k: O&Cotta ew Radius-TArch-Topop p of the window...... 3 3/4"LO.;3/16"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4.5 6,7 GLAZING NOTES: �t#2>` &Cottage Radius-Tap ....through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 "A°=ANNEALED into Metal-sheet 3,option 4 4 3/4"I.G.:3116"T Exterior Cap+3/8"Air Space+3116"T Exterior Cap 4.5 6.7 "T'=TEMPERED into 2X Wood FramelBuckstdp-sheet 3,option 1 Box/ Equal-Lite, SquarelRecl., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Led 1-4 Odel/Proview Arch Top& of the window...... through 1X Buckstrip into Concrele/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME (94) &Cottage Radius-Top _,,,into Metal-sheet 3,option 4 MIN.OF 3THREADS Mtn.Edge Min. Through the ....Into 2X Wood FramelBuckstdp-sheet 4,option 5 Group Anchor Substrate BEYOND THE METAL Equal-Lite, S uare/Rect.,Integral fin...... Distance Embedment" q q eg ....Into Motel-sheet 4,option 7 SUBSTRATE.FOR J-Channel P STEEL STUDS, 1-4 OrieCProtiew Arch-Top& ,,,,Into 2X Wood FramelBuckstd sheat 4,op on 6 P.T.Southam Pine(SG=0.55) 8" 1-318" (#1) &Cottage Radius-Top Through the frame P- #10 SMS MIN.Fu=45 KSI& of the wlndow...... into Metal-sheet 4,option B Steel,A36• 3/8" 0.050" P (steel, 0 S.S.S. MIN.Fy=33 KSI. or 410 S.S. Steel Stud,A653 Gr.33• 3!8" 0.0451"(18 Ga.) Through the ....Iola 2X Wood Frome/Buckstdp-sheet 4,option 5 A ) Aluminum,6063-T5• 3/8" 0.050" "UNGROUTED CMU" Integral Fin Equal-Lite, Square/Reel.,Integral fin..... Into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/16" 1-318" VALUES MAYBE (#3) 1-4 Oriel/Pro>riew Arch Top& Through the frame ...•Into 2X Wood Freme/Buckstdp-sheet 4,option e USED FOR GROUTED &Collage Radius-Tap g 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-310" CMU APPLICATIONS. of the window...... ,into Metal-sheet 4,option 8 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 412 SMS P.T.SouthernPine(SG=0.55) 9/16" 1-318" FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES Steel,A36• 318" 0.050" B (steel,18-8 S.S. Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) or 410 S.S.) Aluminum,6063-T5• 318" 0.063" / Concrete(min.2.85 ksi) 1" 1-3/4" 2 go 3, 4 p 1/4,steel"Ultracon / C F r�� - - .;� Ungrouted CMU,(ASTM C-90) 2-1l2" 1-1/4" 174"steel Creteflex Concrete(min.3.35 ksl) 1" Box OR 1-3/4" �/ // FLANGE EO OR 114"steel Ultracon Concrete(min.2.85 ksi) 2-112" 1-314" LEG AL- 114"steel Ultracon P.T.Southern Pine SG=0.55 1" 1-3/9' ( ) I'EQUALLjTE. -ORIEL COTTAGE 1/4"steel Creteflex Concrete(min.3.35 ksl) 2-1/2" 1-3/4" o D 1!4"steel Crotegex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" 1-3/8" —rI BUCK WIDTH If--I BUCK WIDTH--- {BUCK WIDTH 1/4!'steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-318" T T - i T —' JGJAEJ P.T.Southern Pine SG=0.55 1" 1-3/8" T T Tqlr 9 114"steel Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" �� OT1 �w = w T J-CHANNEL Ix x M ti Lo—h W W1 TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY I'RODUCTRHVJSBU Group Anchor Substrate - - _ - - BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING-- - - -- - ----- -__ ns comPI)nng with tee F9aa"td-.0 Distance Embedment' DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM - - Buhidingf.ode / E 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7116" THE TABLES ON SHEETS 6.9. Expiration Date� b 2-1/2"Ring-shank Rooting Nail P.T.Southern Pine(S0=.55) 3/8° 2-7116" Revleed By: Date: Revferon: -�7 ! I P.T.Southern Plne SG=.55 112" - 1:318" " - By �2 t ) Minmi f ndcPnxhna Con rhs #10TrussheadSMS Aluminum,6063-T5• 318" 0.059, Revived By: Date: Revislon: V' (steel,18-8 S.S. or410S.S.) Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) - •MIN.OF3 F Steel,A36• 318" 0.050" - Drown By: P.T.Southern Pine(SG=.55) 9116" 1-3/8" THREADS BEYOND ��.m': p Description: #12 SMS THE METAL 1�16 :;' GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Aluminum,6063-T5' 3/8" 0.063" SUBSTRATE.FOR Date: (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0.050" STEEL STUDS, "r,l...•,, 1070 TECHNOLOGY DRIVE 77tfe: or 410 S.S.) MIN.Fu=45 KSI& N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36' 3/8" 0.050° MIN.Fy=33 KSL "" , ,., ;, `,�� (141)-480-1fi00 Senee/Model: Soule: Shoat: Drawing No. Rev: A.LYNNIMILL05 P.E. CERT. OF AUTH. #29296 SH-5400 NTS 2 OF 12 MD-SH5400-01 A P.E.N 58705 _-__-__--_�-__----_--__._----__- -- _- ^ '� 66 3)VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR 7=777-1�INSTALLATION INSTALLATION INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL 1-H- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR a114"MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, _ SASH VISIBLE J-CHANNEL T EMBEDMENT AND EDGE 18 LIGHT WIDTH r� 17 O FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. (�-- o (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES - ------ - ----- �� 1/4"MAX SHIM 42 WITH SASH Q EDGE � R WEIGHT 54 1 �a TYP.ANCHOR TYPE, DISTANCE 30 EMBEDMENT DISTANCE PER SUBSTRATE, L I I�Q 31 a� a I I SEE TABLE 3,SHEET 2. ILII I� EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) �L 67 INTEGRAL EMBEDMENT AND EDGE T— �/ 3 FIN DISTANCE PER SUBSTRATE, r , --I FIXED VISIBLE AME SEE TABLE SHEET 2. FIXED 19 20 OPT.SASH TOP J-CHANNEL —I LIGHT WIDTH FR VISIBLE LIFT RAIL FRAME + SHOWN (NAIL SHOWN)) LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 48 FROM END AND AT +)usE ONLY. HORIZONTAL SECTION C-C Q D 1 — I 21 CENTER. SUBSTRATE-APPROPRIATE 1 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADDADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16-31W INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: 010 OR 012 STEEL 1/4"MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM SCREWS @8.318° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 T_ FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, ED 30 THAN 1.112"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS _ y 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-112"THICK LO BOTTOM OR GREATER.1X AND 2X BUCKS &0, LOCK SHEET3.65 (WHEN USED)SHALL BE DESIGNED TESTED UNIT ) I FIN ANDIOR D81 31 30 63 LOCATION:6-516" TO PROPERLY TRANSFER LOADS U FLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK IN-FIELD FROM SASH END. WEEP — - _ - --DESIGMAND INSTALLATION IS-THE NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL EACH NO.. (Illl NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME.._ (ALSO REFERRED TO AS DAYLIGHT __OPTION7____ � OPTION 8 P r^&e -OPENING IS MEASURED FROM---- - as cem I i i iW FUe Floidn ANCHORED THROUGH FRAME INTO- -Uuildin Cade INTEGRAL FIN O SHIM 1/4"MAX ANCHORED THROUGH METAL INTEGRAL FIN/FLANGE REMOVED P 8 BEADING TO BEADING. �!b•O tC-,UQ. SHIM INTEGRAL FIN INTO METAL ( ) A`r''10nroi1` r7n FRAME SHOWN �DO .. Eapitation Drle -t2 r-U+�O Revlsed By: Dater Revision: --27"X1.25"-WEEPHOLE By -f OW/COVER@2.87" TT -`rt''.:••• - - --- -� - - - -- — -Nlimnit adeProducl Conlrnl._�I _ 38 FROM EACH END. -�— 1 ""I I'`-' ='`/• Ravlsod 6y: Dale: Revlslon: VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, EDGE DISTANCE "•:�.:�ar.l EMBEDMENT AND EDGE WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-1/2" ® Deseriptlon: Drawn By' SEE TABLE 3,SHEET 2. —►1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318" �•• ./ �' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI SCREW SHOWN I� �6 ( ) •-• Date: HEIGHT(EQUAL-LITE) •�,`-, •I'�" 1070 TECHNOLOGY DRNE Title: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3-15/16" N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN :t,.l.�: ;•.•' r' (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- �, P.E. Series/Model; Scale: Sheet: Drawlnp No. Rev: STRIP.SEE NOTE 2,THIS SHEET, A.LYNN,MI((.ER)PCERT. DF AM. 29296 S H-5400 NTS 4 OF 12 M D-SH5400-01 A P.E.H 66705 3/4"NOM. 314'NOM. 314"NOM. 3/4"NOM. 1/8"A_GLASS I 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE \ 118"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"TGLASS—\ y G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7679—–-� 76-79 78-79 76-79 GL�'ASSw PYTr 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 112"NOM.GLASS 76-79 SITE TYP. 73 74 -EXTERIOR 31 75 - - - - - - - – .-_ 38 PItODUCI'Ii6V156D complying with WO FWilds ❑ Building Cud" �A Accepmn"o No ��0 6xpiralGm D&le�i�� r/z(� Ravfsed By: D.f.: Revlslon: ti ?ff.TYP.GLAZING DETAIL ' '• ' Revised By: Dofe: ReNslon:D—Hpli"n; Drawn By: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRIVE 7illw Date: GLAZING NOTES: ...' N. VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A'=ANNEALED l'''I'1�'I' (941)-480-1600 "T"=TEMPERED �' � Series/Model; Scale: Sheet: Drawln9 No. Rev: '�'A.LYNN MIL�.ER;P.E.' CERT. OF AUTH. #29296 SH-5400 NTS 5 OF 12 MD-SH5400-01 A P.L.III587b5 014Typee vollom seen seen Dealgn Pressure(lbsgi') 1.4 D..dpbr A,t9lwn HtlGhl W..L-0 Rq.(mw MOw "" Window Burk Vndth(lr) - RI IlelghlsN- On) 38 24 32 035 40 48 52.125 23.5 EgwMft 11894 .50.0 •100.0 4500 -100.0 460.0 -100.0 450.0* 100.0 150.0 •100.0 450.0 •99.0 +50.0 -92.0 6laltlard Coila9e 14.517.15,870 -50.0 •100.0 450.0 •100.0 450.0 -100.0 +60.0 -100.0 +500 •100.0 +50.0 -97.0 40.0 50.0 26 Ewel Ids I1.SB3.14.516 +60.0 -100.0 ...a •100.0 +50.0 •100.0 .50.0 -100.0 ♦50.0 -100.0 1s" AODA +50.0 -91.1 Stw ,d Pf9New 11.377-11.5B2 450.0 -100.0 450.0 4wo 160.0 -100.0 160.0 -100.0 160.0 •100.0 450.0 -10DO 430.0 -94.0 T,11,A 23.517-16785 .50.0 -100.0 450.0 Aw.O .50.0 -1ma 1No -100.0 1500 -100.0 .60.0 40.0 +50.0 -77.9 ' SlandarO Colla80 20.055-23.518 450.0 -1000 .60.0 -100.0 +5010 -100.0 450.0 -100.0 .600 •100.0 160.0 -00.6 450.0 •70.1 0 1.37 17.511-20.05/ 450.0 -100.0 .600 •100.0 450.0 •100.0 L50.01 •100. 050.0 -100.0 .60.0 50.6 460.0 -78.0 Slm mpmlaw 11611.17,618 460.0 -100.0 two -100.0 +5010 -1000 .w.A^4c 1w.0 400.0 450.0 14.2 460.0 -75.2 GW.'t 11.377.14.010 .50.0 -100.0 460.0 -Iwo 450.0 •100.0 450.0 •IDDA +a.0 -100.0 430.0 43.0 450.0 -73.6 T.W.1 27.603-31.911 150.0 •100.0 .60.0 400.0 44.0 •100.0 .50.0 -97.0 +5D.0 •89,0 160.0 -76.0 450.0 •71.0 -- cuammsize 28.017-2T,6B2 se0.o -10o.a 150.0 •160.0 +saa -190.0 460,0 -1a)a .50.0 -100.0 .No 124 .".a -73.9 a HEADER Slaraam C91tap M.317-28.015 .50.0 -160.0 460.o AD0.0 4so.o -mo +50.o -look 450.0 .1ma 450.0 49.0 +w.D 40.9 44 Ewaune 20.611-23.618 .w.o -1010 460.0 -10a.0 450.0 -100.0 .wo 4010 +%a lw.o 450.0 -7U +50.0 -743 6W,rd PW4 17.517-20.618 "-a 460.4 450.0 -iw.a 450.0 -iwA 450.0 Awo +w.0 •100.0 .50.0 -78.5 ."A -704 Cw1am0f.e 14.517-17.518 +60.0 -100.D +50.0 -100.0 4w,o -iwA +60.0 -160.0 +wo •100.0 +wa •19.5 +SDA -71.2 Sn4M1eal 11.37T-14.516 +60.0 -100.0 .60.0 -10.0 +50.0 -100.0 40.0E-822 two -NA 460.0 •78.6 .6010 -71.8 Talbel $1.583-36.911 +50.0 400.0 450.0 -100.0 MA -60.9 +50.0 +00.0 •89.3 450.0 •74.9 150.0 19.1 6l4nUrd C011o9e 28.517-31882 150.0 •100.0 450.0 •10.0 .60.0 •100.0 450.0 +50.0 -904 +50.0 43.8 .60.0 15.8 Eq.1Ro 20.617.26.518 +50.0 400.0 .50.0 -IMA 450,0 -160.0 450.0 +5D0 -93.2 450.0 41.0 MA 139 a O MEETING RAIL 49 Slandanl Pm1m 17,617-20.518 +50.0 •100.0 +wA 400.0 tars -100.0 10.0 +60.0 -97.1 .50.0 •719 .50.0 17.0 23 Cwlom Size 14.517-17.016 +50.0 4WA +50a -100.0 .60.0 400.0 +50.0 +50.0 •92.0 450.0 -76.3 .50.0 18.1 26 0 Cwi4m Blie 12.517.14.518 +50.0 400.0 450.D -100.0 .60.0 •10.0 450A +600 11.8 +60.0 -73.8 150.0 109 •_+ swnnl 11.371-12 518 +50.0 -100.0 +50.0 •10.0 +50.0 -96.0 150.0 400 -86.7 460.0 -72.2 450.0 47.3 j, TOW 33.205-37.538 +a.0 •100.0 450.0 -9510 +50.0 -84.3 150.0 Me 11.9 .a.0 .71.8 40.0 18.8S1,-d College 20,51T•33.207 .50.0 •100.0 +6010 -100.0 +50.0 400.0 +500_ +no -60.8 450.0 •71.1 450.0 103.3 ai m' 23.517.28.510 +600 .10.0 450.0 -10.0 400 •100.0 L60.07 +60.0 -94.5 450.0 .72.8 +50.0 45.1 23 48526 wlom 9lzo 20.517.23.610 10.0 -100.0 +6D.0 -10.0 160.0 -10.0 -60.om tlalyP .600450.0 -72.9 40.0 d5.1 61end4N PfMaw 17.617.20.616 +50.0 -100.0 450.0 -100.0 +600 -100.0 450.0 Awa +600 -98.0 +50.0 417 .50.0 -0648 Cu514m Sir. 14.617-17.516 +50.0 400.0 450.0 4=0 +mo -100.0 +60.0 59.0 .500 -09.8 450.0 •7541 10.0 -07.1 FMERfOR SASH Cual6m Elie 12.517-14.618 560.0 -100.0 40.0 -10.0 +60.0 -917 .50.0 -92.6 +500 15.7 40.0 •127 .60.0 -07,3 E1RFRgR <13 HEIGHT erad.'t 11.377-12.518 4m.0 -100,0 40.0 -99A +50.0 -837 +Wa 17.0 +MO -81.9 450.0 49.5 ta.0 -04A Tail44t 38.517-41.644 450.0 400.0 460.0 12.8 .50.0 -71.2 460.0 48.6 150.0 1701 44.0 46.1 .60.0 SBR Slondard CAtlego 31.517.36.610 4600 •100.0 .60.0 -99.2 +600 153 +5040 40.6 .60.0 -8810 .5010 147 .50.0 36.6 JAMB a o.14..la 28617.31.616 +50.0 -100.0 160.0 •IDO.O .f0a -100.0 46D.0 -907 +50.0 15.7 .60.0 43.7 4saa 16.3 Sla ,JPn-W 23517-28.616 .50.0 -100.0 +60.0 48.7 460.0 _s7.8 +50.0 16.0 4500 -81.9 160.0 45.4 +60.0 _17.6 _ 23 w Cw1om Slze 20.517-23.516 450.0 -100.0 +50.0 Sea +50.0 -77.0 .60.0 -74.8 +50.0 -716 450.0 -0448 +50.0 58.8 Cwlom Blid 17.517-20516 +50.0 -97.3 .60.0 -78.9 .60.0 4B.1 450.0 15.8 +600 14.2 +w.0 306 +50.0 -".a SILL O Cwi9m Slie 14.517.17516 +50.0 -07.0 .50.0 .73.0 .60.0 11.9 450.0 38.9 460.0 -67.0 +60.0 55.0 +50.0 32.8 IIIl�rI�{IIII Cwlom glia 13.017-14.516 450.0 .88.7 .500 -TOA +50.0 -59.0 +60.0 18.0 100 -63.9 .60.0 1210 .50.0 51.6 I u UN'tl 11.004-13.01a .50.0 -83.7 +50.0 17.6 44.0 -61.0 460.0 13.9 +500 47.8 +60,0 30.0 .50.0 SD.O Tolb>I 394517-11.611 460.0 -160.0 +50.0 12.6 .50.0 •71.2 460.0 SBA +600 17.1 .60.0 1048 450,0 53.0 Cualomblio 38,817-39.616 .50.0 -100.0 +50.0 48.7 150,0 -71.5 +5010 •T80 4500 -74.1 +6010 30,7 +aro •63.1 Eq..Rl. 35.617-38.518 450.0 400.0 450.0 5210 .00.0 40.8 4wa -78.5 1500 -71.9 .60.0 10.0 +50.0 52.4 0 75 C.M..Slze 32.517.33.510 460.0 •100.0 .50.0 158 .50.0 •110 .60.0 -71A 100 -70.2 450.0 40.2 430.0 52.5 SI�40ard Pm m 29,517.32.516 +50.0 -94.6 M. -77.5 +wa 16.3 +50.0 53.3 .50.0 101.8 .SOA 507 +50.0 STA cwlnmSRO 25.517-20.610 150.0 -87.2 .w.o 41.0 +60,0 40.0 $60.0 5Gs .60.0 -5410 450.0 516 +WA 51.5 SECTION DETAIL FOR WINDOWS WITH Sn9M14e1 26.616.26.616 .50.0 65.0 460.0 59.0 460.0 58.1 +60.0 35,0 +60.0 .63.0 460.0 61.4 450.0 -so.6 EgwWt. 38517.41.844 .59.0 14,5 150.0 -77.5 .aro -sea +5D.0 513 .60.0 -015 460.0 •68.4 +60.0 Sore LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 84 carom Slee 35517-38.515 .50.0 -m.2 .50.0 •7144 ODA -60.0 .50.0 5610 .5o.o -619 41.0 Sas 5044 SOe (REINFORCEMENTS SHOWN IN FIGURES - - ---Smmam Pmdew--3lete•35,510 160.0__43.7 +50.0 a7,B_ 460.0 _-n.0 +6040 43.9 .aro -6146 .aro •5040 S o - _ ABOVE APPLY TO ALL FRAME-TYPES 9u8 rdbat •• •41.94 +No -a7 .No 575 .6o.o .57.0 +50,0 -33.9 .50.0 -5146 .aro So.o .60.0 So.o CONFIGURATIONS) - - - - SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY, •`MIN.SASH HEIGHT=WINDOW BUCK HEIGHT_60.136 PRODUCT itmssia _ - -Building Ci'& - - -- r.tteplRnDa .I',11 i!i 1 i Expimlanl Dale.� ro :'S 7-.W�rJ • ��I�„ ' Revised By: Dole: Revision: -_ __ _ _ _ _ _ _ -_ __ _ ___ _ _t.;�.,.,,a..•.•..';5_-.._ _ __- _ _- _____ _ pOnnli9 ndc Prndllcl 6:nntrnl�-1- Revised By: Dote: Reviefon: NOTES: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME C.(.� " ® Description: Drawn By: OR INTEGRAL FIN. 6 ►��.i6 ;. DESIGN PRESSURE TABLE J ROSOWSKI Data: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ;,( ',, 7�•, 1070 TECHNOLOGY DRIVE Title: `'!`�;"',.•' N.VENICE, FL 54275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR `% "!;-11:1 1- '�`` (941)-480-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. A.L1/NrI Iv111LLER,P.E. Series/Model: Scale: Sheet: Drawing No. Rev: P,E,q 58705 CERT.OF AUTH. #29296 SH-5400 NTS 6 OF 12 MD-SH5400-01 A TABLES: ala-Type. a it..born sash Design Pressure pb31flt1 2.4 oeemp ae III- Height R.W.Level Range Q WIN- R.N v4ndowBuzY Wldlh1 - R2 H.IDIA Shown (b) 19 24 32 36 40 46 57.125 23.5 Equ,Wls 11.394 +65.0 430.0 +65.0 -130.0 465.0 -130.o 465.0 -130.0 .65.0 -1]0.0 463.0 •129.0 +650 •120.0 9laltlard Mitre 14.617-16.•1e +65.0 -13D.0 465.0 -130.0 !65.0 -130.0 485.0 -130.0 465.0 Axe .65.0 -121.0 afi5.0 -116.0 28 Eq-11. 11.563-14.516 465.0 430.0 #55.0 -130.0 .65.0 430.0 4650 •130.0 185.0 -130.0 .65.0 •130.0 .05.0 -130.0 Slandaid PrW- 11.377-11.602 465.0 -130.0 #05.0 0130.0 #65.o •130.0 460.0 -130.0 465.0 -130.0 +85.0 •130.0 .65.0 423.0 T41110 23.517.26106 -65.0 -130.0 165.0 AnS -83.0 -130.0 #83.0 -130.0 4600 •130.0 465.0 -1210 465D -113.0 SMaid Lift 20.950.23.516 465.0 430.0 .65.0 -130.0 l65.o -130.0 105.0 •130.0 l85.o •130.0 465.0 -121.6 .65.0 -112.3 ]1.]76 EquaNllo 17.611-10.05/ 165.0 41]0.0 #85.0 -1]0.0 163.0 -130.0 .83.0 -130.0 463.0 •1]0.0 4600 -121.2 485.0 -109.3 Slvn ecl PW.aw 14.517.11.510 K. -130.0 #69.0 .130.0 #63.0 -130.0 #65.0 430.0 465.0 -130.0 +65.0 -122.2 +65.0 -110.2 -.11 11.377-14.010 105.0 -130.0 +65.0 -13D.0 .65.0 -130.D .65.0 -130.0 +56.0 -130.0 465.0 -1100 .6340 -ID7.0 T6ike1 27.583-31.911 465.0 -130.0 .65.0 •130.0 165.0 -130.0 .65.0 427.0 165.0 -116.0 +65.0 -99.o -63.0 -93.0 I1� Cue1vm 011. 26.517-21.502 .65.0 -IWIS 465.0 -130.o +65.0 -1]0.0 .65.0 -130.0 -63.0 -130.0 .65.0 •116.3 .850 -103.4 (�J HEADER SIaltNrd C40.9e 21517 m 204515 -65.0 -13DS .65.0 -130.0 .65.0 -130.0 405.0 -130.0 +67.0 430.0 .65.0 AIDS .05.0 -992 44 Equ.We 20.617-23.618 46S.0 430.0 165.0 -130.0 -65.0 -130.0 #65.0 -130.0 165.0 -13D.0 +85.0 -109.0 465.0 .984 &IeMaN PW 11.617-20.616 +85.0 430.0 405.0 -130.0 165.0 -130.0 .65.0 -130.0 +85.0 -130.0 -65.0 -109.9 465.0 -98.6 Cullom 6lze 14.517-IT.fitfi +63.0P�� .0 .65.0 -130.0 485.0 -130.0 465.0 -1210.0 .65.0 -130.0 +63.0 -111.3 165.0 -99.7 Snonoal 11317-14.516 +65.o .0 405.0 -130.0 .65.0 -130.0 +05.0 -Iwo 405.0 -130.0 +63.0 •113.0 465.0 -101.7 TOW 31.583-35.911 $65A .0 465.0 430.0 165.0 -127.2 .65.0 -125.1 405.0 -116.0 +65.0 -000 .65.0 93.0 St-,dC411.pe 28.611-31.602 .05.0 .0 +600 -130.0 405.0 •130.0 +05,0 •130.0 489.0 -130.0 465.0 -103.3 .65.o -92.1 Equ.Nlle 20.617-28.518 -65.0 .0 105.0 •130.0 +65.0 -130.0 166.0 -130.0 465.o -130.0 465.0 -100,2 -65.0 49.6 a O MEETING RAIL 48 spmmPlwww 17.51T-20.518 .65.0 .0 1E5.0 430.0 465.0 -130.0 465.0 •113.0 +65.0 •130.0 465.0 404.8 r65A -93.1 23 Cu I-Site 14.511-11.610 165.0 .0 465.0 -130.0 -69.0 -130.0 465.0 •130.0 .05.0 •130.0 .65.0 -105.8 aB3.O 95.3 27 U- CunvmSite 12.517-14.616 465.0 .D .6511 -130.0 +W.D -130.0 463.D -130.0 #86.0 -130.0 465.0 •110.8 +B5.0 -90.0 Y" e �•�.- Sh deet 11.377-12.816 .85.0 .0 465.0 -130.0 +65.0 •130.0 465.0 -130.0 -65.0 -130.0 .650 -114.5 165.0 -ID1.0 U _ TOlieal 33100.217.638 .65.0 .0 46111 -130.0 165.0 -118.0 .63.0 -715.1 #890 -114.1 465.0 -98.0 +63.0 421.0 0 p Slartlmd Calltg. Her 7.33.207 +65.0 .0 465.0 430.0 *W.0 -130.0 .65.0 -130.0 165,0 •130.0 465.0 49.6 165.0 4S8 Equaltila 23.511-28.516 465.00 465.0 -130.0 10.9.0 -130.0 463.0 44.0 .650 -130.0 465.0 -101.9 465.0 -91.1 1� 23 19026 Cualom Slze 20.511-23.618 *BS.o0.0 465.0 -130.0 .650 -1]0.0 .65.0 -130.0 .660 -130.0 .65.0 -102.0 +65.0 111.2 /-1 .p SWWaNPmlaw 17.517-20.516 185.0 -130.0 465.0 430.0 W. -130.0 465A 430.0 4650 -1300 .65.0 •1032 •65.0 42.1 L� 3F CUflvm 61x4 14.517-17.516 +65.0 •130.0 .65.0 -130.0 .66.0 -130.0 465.o -130.0 #65o -130.0 465.0 405.4 -65.0 -93.9 Q EXTERIOR SASH Cuatvm Bite 12.511-14.516 +85.0 -130.0 465.0 -130.0 .65.0 -130.0 .65.0 -129.6 465.D 429A .65.0 -1096 *65.0 4711 �� EXTERIOR HEIGHT ShoM1e.l 11.377.12.616 .65.0 -130.0 .65.0 -130.0 .05.0 -124.2 a05.o -121.8 -63.0 -121.7 163.0 -1112 .65.0 •700.4 �1` T.Ik.I 38.617-41.614 165.0 -1]0.0 +65.0 -116.0 -65.0 -89.1 +05.0 113.8 405.0 43.8 -66.0 -92.7 465.0 -01.6 Slardard Cnllag. 31.611-38.616 -65.0 -130.0 465.0 -13D.0 4.4D -123.8 .05.0 -121.2 .05.0 42140 #G5.0 49.0 .fi5.0 •79.] ew.1 in. 26.517•)1.016 .600 -130.0 .66.0 -130.0 160.0 -130.0 +65.0 -IW.0 4650 •119.9 485.0 49.2 +65.0 -78.9 JAMB O _ Sill-PmAo 23.617-26.516 4fi5A 430.0 .65.0 -130.0 .65.0 -122.9 *65.0 -1204 .65.0 -120.2 465.0 -91.6 #65.0 41.0 _ 23 62 C-lam.1. 20.517-23.510 165.0 -130.0 165.0 -123.? .89.0 -iD7.9 +65.0 401A .650 -103.1 465.0 43.4 -65.0 4211 Luelam Slee IT.517-20516 #65.0 -1300 165.0 -111.9 -50.0 -96.1 M. 42.1 161.0 -09.9 #65.0 49.3 -65.0 44.5 O 1 Cud-Slta 14.517-17.616 405.0 -125.0 .65.0 -102.2 165.0 -06T 465.0 424 .10 -78.0 405.0 4181 465.0 -78.2 SILL IVIII Calvm Site 13.017-14b5l6 -65.0 -120.0 +fi0.0 98.0 .65.0 42.6 -66.0 •18.3 485.0 -76.6 485.0 -73.4 .05.0 •?3.4 Swell 11.804-13.016 .65.0 -111,1 +65.0 -94.9 483.0 -70.8 465.0 -7611 +650 -12.5 +65.0 •70.0 4M.0 -70.0 Tell- 39.617.41.644 -65.0 -13D.D -65.o .115.6 465.0 -997 105.0 .93.9 .560 -93.9 165.o -04.9 .05.0 -74.2 Cuelvm Site 38.617-39.616 405.0 4300 -66.0 •124.2 469.0 •1084 .a5o 405.0 .000 -103.7 -05.0 -04.9 .0.5.0 -74.3 Equzl Ill. 35.511-38.516 465.0 -130.0 165.0 -USA .65.0 413.1 #65.0 -109.9 .65.0 -109.0 4G5,0 8.D #63.0 -7311 75 Curlvm Slz. 32.517-35.516 -65.0 -f 300 163.0 -119.5 $65.0 -103.6 +630 -09.9 .65.0 -90.3 +65.0 441 455.0 -73.6 0 6landard P104ew 29.517.32.616 +65.o -130.0 105.0 -100.5 485.0 .92.8 .65.o 40.7 .65.0 -86.3 165.0 451 +600 -74.3 CU.tom Site 26.617-29.616 +65.0 -122.1 +65.0 49.3 185C4W.Di 0 439 -65.0 -79.7 465.0 -76.9 465.0 -74.9 .63.o -74.9 SMnml 25.510-26.516 163.0 -119.1 .65.0 -96.6 +65.0 -17.1 .65.0 44.2 -654 -11,9 465.. -T1a SECTION DETAIL FOR WINDOWS WITH Equallll4 30.517-41.044 +65.0 -130.0 485.0 -109.5 -6l.o 49.7 .alo 46.3 165.0 41.0 +63.0 400 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 04 CUtlam 61x4 35.617-30.618 465.0 -122.1 466,0 -99.3 405.0 -79.7 469.0 -78.9 -63.0 •74.9 .09.0 -71.1 61.m7N PWm 33.010-35.516 .65.0 -117.1 +65.0 -91.04630 -15.4 .fi5.0 -72.5 405.0 -700 .65.00.0 (REINFORCEMENTS SHOWN IN FIGURES Talkrl -41.644 .65.0 -117.1 +65.0 -94.0 .65.0 •15.4- +65.0 -72.5 +650 -10.0 .SaW 470.0 ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136 PRODUCT RGVISEI) ns cmnplying Wilh the Florid. Building Gldc .I .,'I I;:li I l!!./.,'-•� AI:XcecirpDllniDn Di\aYl.e �ij � n nco Revised ByData: Q Q 4A- f Mihwi ade Pnvl.e;l-Com t Revised By: Dale; R-W.R: / NOTES: j/ 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ® Description: Grown 8y: OR INTEGRAL FIN. ( 1`( I6 ` "` DESIGN PRESSURE TABLE J ROSOWSKI 1070 TECHNOLOGY DRIVE idle: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. %;',n;';:. "-' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR .•'i, '' i.';t.l (941)-480-1600 HEIGHT DIMENSION SHOWN ON THE TABLE. - Sari6e/Model: Sccle: Shset: Drowlnq No. R6v: A.LVdI4Iv11lLl'R,P.E. CERT. OF AUiH. 29296 SH-5400 NTS 7 OF 12 MD-SH5400-01 A RES 58705 M0 - • LLJ • . ��DOOOOOOOOOOOOOCIOOCIOOOOOO©OLIO©©©©©©OCIO©©©©©©©©©©©©©©© •• �©©©©D©©©©©©©©©©0D0D©©©ODDOOOCI©DD©00 ©©©D00©©©©00DOD • . �AvAAQOAA©0©©©©©A.oAA40AQAAAQ©QOQQ©AA©©DODO©0©DOQ000� • .. �©©©©©©DOODDDDO00000000000DOOCI©DD©©DDDOCI000©©©©DD©0D CIDCIOOOO©0C1©©©CID00©©©©000©CID®�©©DDD©0000D©©©000000 - DOODODOOODODD©DDDDDD©OOOOOCIOODDOOODOCIDDDOOOOOOOOOOOO - ��DDD©DDD®DDDDDDDDDDDDDDDDDDDDDOCDDDODOOOCCDDDDOCDOC �CCCOCCODOCDDDODOCDODDDOCDODDDDDODDDDOCCCDDDDOCCOCDC ��mODDDOOOODDODCIOOODDDDDDDDDDDDDDDD©OODDOOOOOODOCIODOOO �OOOODDOOODDDDOOODDDODDODODOCIOOOCDDDDOOOOCCDDDDOCDOC �OOCOCCOOOCOOODDOCIOODDDODDODDODDODDDDOCCCQDDADOCO000 A ovvoovvvDovDvovvovv®vvoDvvvvovovvvvDvo®DODODCICD000 ` - ��DOOOOODOODDDODOODD®DDDDDDDD®DDDDDDDDDDDDDDDDDDDDD l - �000IOCCODDDI,7DDDDDODODDDDDDDDDDDDDDDDDDDODDDDDDDDDDDD ��mvvvoQvavvvvDvvoovvv®voDovvvvvovvvvvvvvvvvvvvvo®vvv ©DD©DD©00DDDDDDDDDD®DDDDODDODDCDDODDDDDCCDDDDOCDOC �\ �OCIODDOGID©®DDDDDODDDDDOCIDDDDDDDDDDDDDDODDDDDDDDDOGD - DCICD©©© ©DDDDD DD ODDCIDDODDOCIDDD00DDDDCIDDDD ©© ©©©© ©©DQDD go®©all a°D°aoo ��mDDDODDODDODOOO©00000©©©D�D�DO©©©©©©©©©DODCI©©DDDD©OD �DDDODODDDDDODDDDDDDODDDDDDDODDDCDDODODDDCCDDDDDODOC , �CCCDDDDD©CDDDDDDODDDDODODDDDDDODDDDDDOCCDDDDOCCO000 • ��0©©D©©DO©©©D©©©OD©OD©D©©©©©©0©©CI©©©©©©DD©©©©DD©©DD©D - �DDDODDDOODDDODCIODOGIOODDDDDODO®CDDDODODOCCDDDDOCDOC - 000©pADD©0©©OCIQ©DDDDDD©0©OCIDDOQ©DOQDOpQ0D0©A©DD_DDQn ©©DDDODDDDDOODODDOODDDDDDDDDDD0000DCIDOODODODO®DD00 ��DDDOOODDODDDOODODDOODD0000000000000000DOC DDDDOCDOC �DOCIQDAOD©CIA©CIQ©DODQOQ©Q4DAADADOCIDDDDADDDADD0004DOGA ©©©©DDDDDD©000©©DOODDGI©0000©©©©©©D0D00©DDD©000©DDDD �DODOOODDODDOOODODODOODODDOOODOOCDDODOODOCCDDDDOCDOC ov�ovv°avovAvvvvovvovvvotivvvvvvo°I�°°vvvvvaav�Dvvoovoo ��DODDDDDDDDDODDDDDDOCIDDODDODDDDDCDDODDDOD00®DDOCDOC �DOCIDCICIDDOCIDDDDDDDDDDDODCIDDDDDDDD®DDDDOGDDDDDDODCiOD �m00000DO0000000CI00CaOCI0CI000DOCI0O00®ooDvv000vvvoovvoo �DDDOODODODDDDDD©DDDODDDDDODDOODCDDD000DOCCDDODOCDOC �CICCDCODDOCDODDDOCDDDD®CDCIDGIDDODDDDDOCCiODDDDO00O000 ��mD®©DDDDDDDD®DOCIDODDDODDDDDDDODDDDDDDDDOODDDDDDDDD �D®OCCDDOCCDDDDODCDDODDOCDDDOOOCCDOODDOOCCCCOODCCOC 0®OCDODOCDDOCIDOCDDDDDOCOODDDDDDDDDODCCCDDDDOCCO000 mD®OOOCIDDODOODDODODDDODDDDDDDDDODDODOOOOOODDOCIDODOO ��ODDOCCDDOCCODDDOCCODDDODCDDDDOODCDDDOODOCCCDDDOCCOC �DOD©CDDOOCODAODOCDODDODCOOOODODODDDDD400ADDDO000000 mOOODDD000000©®DODDDOODODODDDODODODD©©©DDDD©©DDDDDD "�DDD©CDDDOCCDD®OCCCDODOCCCODODOCCCODDDDO00000000000 p_CIDDCI©OC1000A©®DADDDDODOCIDAO©©DADDDDDDDDDDDOODDADOG _��ODDDD©DDDDDDDOC®DDD©©DODDDDODDDDDDDOCIOD©©DDDDDDDOCI©b.. �OCIDDODDDOCCDOQODCCDDDDOCCDDODODCCDD®O©000CDDDOCDOC- �.CQ000CIO©DDDDDD®CODOQODAA®DDOQOCI©©®COQO©CfDOOQDOQO mOOOOODOODOOOOOOOOODDODOOD®DDDDDDDD®D©000DD©D0000©„ �DDODDDDOOCDDDODOCCODDDO00®ODDDCCCOOCIOODCCCDDDOCDOC OCCDOCCIDACICIODCIDQOCIDOQ©DAADCIDD©DCI©D©DDODGAAQ©DD�QROD �� OODGCCCCICDOOOOODODOCCICOOCODCICOCCCCICIODOCODOCOO®DDDD �OOOOODDDODDDODOOODODOODDDOODDOOCODDOOOO©DDDDD®DDDD - �CI000DCAAQQCICIpA©DA©DDDDDOQDDD©CIODD©DOD000CIDAA©��QD ODODGOOODOODQDDOGDODDDDODOQOOODOC♦DDDD®0000000000000' t7 DDmom DDDODDDDDDDDODDDDDDDDDOCIDDODDDDDDDD00DDDDOQDDD CCCDCCDDDCDall DOCIDDDDDOCDDDDDDODDDDDOCCCDDDDO00®00 - II - IIIIIIIIIII II IIII IIIIIIII ®II � 4 • ml • • LU OD mmmmmmmmmmmmmmmmmmmmmmmmmm®mmmmmmmmmmmmmmmmmmmmmmmm ■ �mmmmmmmmmmmmmmmmmmmmmmmD©®mmmmDDDmmmmmmDDmDDmmDmmD . ��oovomoD©©mommmm©momm©©©©v©®©mmm©mmmooDDDm©©©mDDOD©© mdmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm®mmmmmmmmmm m ��mmmmmD®mDmDmmmmDvommmm©DDmmmmmDDDDmmmmmDDmmmmmDmmD �ODODDD®mOmmDm©mDmGIOm©©OmmF�G1DOmDDm®DDDDDODm00©DDD ommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmctmmmmmmmmmmDmmmm • O�mmmmDmmmm©mmmmmmmDmmmmmmmmmmmmmDmmDmmmmmDDmmO®DmmD ApOmDDmmmommmmmmammmmD©ommmmmm©mmmmmmDDD©mD©©ODQDDD ��mmmm©mmmm©mmmmmmmm©mmmmmmmmmmmmmm©mmmmDmmmmmmm®mm©© mmmmmmmmmD©DmmmmDmmm0mm0©mmmmmmD©©mmmmmDDD©DD©mDmmD �; 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OOODGOODOGv00DDOG00DD00000DD00DOD00�'iD000GODD00DDDDDD ��mmmmmmmmmmDmmmmmmmmmmmmmmmmmmmmD©mmmmmmmDDmmmDmDmoD �DDDmDDmmmDmmmmmmDmmDD©mDmmmmm©mmmmmmmDDDmmmm©DDDDDD� ��IIIII 3.500" 3.500" 3.500" 3.500• --y�-- .062" -��- .062• -►•I� .062° --y�•+-- .062" mob omob .7 Pa1.483" �a 1.483" as 1.483" as 1.4183" .070' -yam- •060" L -rl- .L I. �� -�0 y 715" .625° .625° O FLANGE FRAME Fl..,,FRA-E EQUAL LEG FAME -L. -I 1.185" �- I FAME OHEAD/JAMB "AMBHEAD/JAMBLIGHT SASH 1.375" 23 REINFORCEMENT L 3.483" 3.483" 3.483• yI 070" -��-•+- 1.182'TJ�� 3.483" �� 1 � .070" -^II-- .Gsz° -rII�- .osz^ .osz 7s1"��63s" 1041" 130"2.444" 2.444" 2.444" 2.444° � 1.331" �+ 1.340"a � STANDARD MEETING AIL 27 REINFORCEMENT REINFORCEMENT 625"� O EQUALLEG F AME SILL 6r OO FRAME SILL J'CHANNEL FLANGE1.375" O SILL RAMS O FRAME STILL 1.3175" J- 1.641" T --� 1.215" .974" 1.376" I 2.100" 2.176". 1.472" �+ 1.565" " 1.630" ]� I 'fll_It` .065° 1,375' 1 -1 .590" .471' ,590" .347 I .035" .355�� .050" 1.000" Imo- .060°- - 070" _ .050' FIXED BALANCE SASH STOP AIL LIFT AIL '070"BEVELED BEVELED 14 MEETING RAIL 16 SASH AIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCTREVISED complying with the Florida - -- OuilAing Coda 1(C-G t4,04.--- -- ncccptaaca at 20r0 I - Revised By: Date: Revision: lixpirnliun Dalt t1l11 12020 .864" 316" -�{ I .300" -+{ 754" .301° Revised By: Data: Revision: 750' .035" -r{��-} .025° -►�� ® Description: Drawn By: EXTRUDED16 I WINDOW EXTRUSIONS ) ROSOWSKI LL 1 N 73 IG BEAD 81 SCREEN FRAME 82 SCREEN FAME ROLLED ••� ,, 1070 TECHNOLOGY DRIVE Title: Date: ,,,;{„ ;•'.,( N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '.•,�/�,.'.,/,. �.;, `.:`"•' (941)-480-1600 S.H-IModel: S=le: Sheet: Drawing No. Rev: A�LYNN,MII.LER�b.E. CERT. OF AU7H. #29296 SH-5400 NTS 10 OF 12 MD-SH5400-01 A P.EJ!58705 TABLE 8: TABLE 6,CONT.: SILICONE HOT-MELT BUTYL Bill of Material 8111 of Material,cont. STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. 1 620101 Singe ung Frame Read&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel POLYISOBUTYLEN WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT L DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS- EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1.1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Znc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SHlDH Frame Sill-Fin PVC 51 420181 LIR Beveled Till Latch Corner Key PVC INT.GLASS INT.GLASS 8 6201011 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 L/R Pull Rail Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) Ss KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 76 77 TM 17 620134 Balance Cover PVC 55 420164 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring Ss 19 620156 Pull Rall Interlock 6005 T5 AI 67 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Znc REINFORCEMENT POLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 69 420180 Pivot Bar Corner Key PVC BUTYLENE 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/16"NOM. SEAL SILICONE SEAL BUTYL& ROLL-FORMED 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc \ 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cost Zinc DESICCANT / STAINLESS STEEL FOAM 26 620153 Standard Meeting Rall Reinforcement 6005 T5 At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 64300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 73 720136 I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Flnseal 75 71646N Setting Block(7/8"x 1"x 118"),85+l-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum a Tea 36. 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s DURASEAL� 79 XL EDGE 37 71669SP Meeting Rall Screw Support Plate 6063 T6 At 82 7CKGL821 Screen Comer Key for Extruded Frame PVC SPACER SPACER 38 1 720210 IWeep Hole Cover PVC 83 47042 Screen Corner Key with Pull Ring PVC 40 720)000XX I Constant Force Balance 84 47041 Screen Corner Key without Pull Ring PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 86 7CASPM Tension Spring SS 42 Spiral Balance 1 1 86 1 61816048 1 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylan 67 61635!61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX#B x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# -- - _ Description Material rrtompyyinnB in abvloe l 76 Kommerling 4SG TPS Spacer System Aa=pimw w i -D 14.04- 77 Quanex Super Spacer nXT with Hot Melt Butyl See this L'spiralxin Da c 202b Sheet for Revlesd By: Date: Revision: 13Y 78- Quanex Dureseal Spacer 'i'l'1 _ A ADDED SPACERS. y- P Materials— JR 05/05/16 )_ 79 Cardinal XL Edge Spacer ; ;' tilionvr�Ae l'mdacl Conl� g p Revised Dote: Revision: REFERENCE TEST REPORTS:FTL-8717,8968&8970 Descrtptlan: D.-1b, BILL OF MATERIAL(BOM) J ROSOWSKI z 1070 TECHNOLOGY DRIVE Ltle; Date: ;,.,...:, '.�,'•,. N. VENICE, FL 34275 NOTES: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1,�,; (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD..TO BE LABELED FOR AAMA EXTRUDER CODE. , Series/Model: Scols: SAest: Drawing No. Rar. 2)ITEMS#9-13,15,24,28,29,34,39,61,62,&68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. •%+:LYtJN..ry1(L).ER,'t'.E. CERT. OF RUTH. #29296 S H-5400 NTS 11 OF 12 M D-SH5400-01 A P.E58705 OPT.SWEEP LOCK t, p 46 qg OPT.AUTO LOCK 18 47 20 S7 OR 58 qg 51 OR 52 i 8 85 i 1 55 I I 45 OPT.PULL RAIL • I -j ° 22 82 ORS 19 INTERLOCK& COVER �j 56 p p 87 ii 86 i •�O � � 35 i OPT. 1 j MITERED FRAME WITH j IVV 2t BEVEINTERLED j' INTERIOR AND EXTERIOR 16••,• o I FCK RAME WELDS &COVER O � i I I 54 j 73 X4 73 X4 16 63 . X11.,•'' g0 I j 80 OR 81 14 pG1{ES S0 BP---------- I' SCREEN p'C�,: `• 49 j 80 OPT.PULL HANDLE ASSEMBLY O p '• 64 WITH LATCH DETAILS 41 40 CONSTANTFORCE 1� 65 16 82 OR 83 --- a OR BALANCE a OPT.PULL 4D OR 43 42 43 SPIRAL BALANCE HANDLE 67 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 111 37 ASSEMBLYFRAME WELDS \ 6.6 - 3g _ DETAILS . - ; `f O- - - EXTERIOR , _.- -- - --- - - -- -- - - --- - -- - - - - -- - - -__ - - - - - - -_-- - -- - - - -- e , PI:ODU(,'T IL1iVISEU 5 i a�t}nnplpmgwilt(4�Flortds ••'• -------' `•.,. ---•-•-----•-- Acr:cnhuua Nu Ilo-07!•�i.o4-- --- FRAME Revised By: Data: R.O. -ASSEMBLY ®'= --- - - .•:'51.1 -- - - - - rto- flG ••.• Adianil Jndc PmducCCoutrth� - DETAILS Reasfon: Descrlptlon: Drawn By: EXTERIOR ••,(/`• I ,r;�.. EXPLODED ASSEMBLY J ROSOWSKI I , NOTES: l lG .l !. _IIS 1070 TECHNOLOGY DRIVE 71tre: Date: 1)SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS k 1 8 5.OTHER FRAME TYPES APPLY. ... (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 687. i'.•!2.,i.. ' •` Serres/Model: State: Sheet: Drawing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. _ ,'A.•L•Y,N14�IIL4ER;b.E. CERT. OF AM. �j29296 SH-5400 NTS 12 OF 12 M D-SH5400-01 A P.�.fl X8705 s Y i i BCIS Home i Log In User Registration Hot Topic ; Submit Surcharge s Stats&Facts Publications I FBC Staff;' BCIS Site Map _j Links ` Search 5 Product Approval Sp ei 3 ' USER:Public User Product Approval Menu>Product or Application Search>Application List>Applimtion Detail i I FL# FL261-RIO a Application Type Revlslon Code Version �2;II1r1�° Application Status Approved j *Approved by DBPR.Approvals by,DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT' SiLstries I Address/Phone/Email 1070 Technology Drive, North Venice,FL 34275, (941)486-0100 Ext 22318 druark@pgtindustries.Com ' I Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com i Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullion wwr I ' Compliance Method Certification Mark or Lisping Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL I Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 i Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 i I e Date Pending FBC Approval Date Approved 05/25/2016 Summary of Products 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 R10 C CAC 16-0218.03.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL261 R10 II 16-0218.03 pdf (NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nezt 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 mail 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: 9. E.rc'i Dedit i rd Safe . I ' MIAM IME IWAMI-DADS COUNTY PRODUCT CONTROL SECTION MIEW DEPARTMENT OF PX,GULATORY AND ECONOMIC RESOURCF-S(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA). PGT Industries,Inc. 1070 Technology Drive North Venice,Fl,34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use .0 f construction materials. The documentation submitted has been reviewed and accepted by Mixiii-Dade County REP, - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Surisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miarni-Dade County Product Control Section (bi 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 Jt is determined by Miami-.Dade County Product Control Section that this product or material fails to meet the requirement,-,of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION- Series t`PG-T-11-Gip'0ed Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JP,, titled "Impact Resistant Aluminum Tube Mullions", sheets I 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 mliami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Sbetion. LABELING: Each unit shall bear a permanent label with the manufacturer's n'ame or logo, city,,'state, Model/series, and following statement: "Mianii-Dade County Prodtict Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and th'ere 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 endorserneyit. of any product, for sales, advertising or any other purposes shall automatically torfiiinate, this NOA. Failure A to comply with any section of this NOA shall be cause for termination and removal of NCA, 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 bylio MahufhcWrer'orJt.s distributors and shall be available for inspection at the job site at the'request of the Bui=-Jlfilg Qftici.al. This NOA revises And renews NOA#144105.61 and consists of this page I and e-447 epages FA and E-2,-as,well as approval document mentioned above. The submitted documentation was reviewed by Man uci Perez,P.E. iiis MIAM eadco—NYXIM ]-DAD -A l�.. r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhniiited under NOA No. 10-08.19.05) 2. Drawing No. 6300SR, titled "Iinpact-Resistant Aluminum Tube Mullions", sheets 1 . through 25 of 25, dated 08/29/11, 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 Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of 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 05105/11, signed and sealed by Marlin D.Brinson,P.E. (Submitted under A10A No. 10-0819.05) C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FLC-2010 and with FBC 511 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. ManuF. 6-021 a ez,P.E. Product Cont aminer NOA N8.03 Expiration Date: May 26,2022 Approval Date: April 1$2M E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h,j Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February ;15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to,'PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — !L.M.I., approved on 02/12/15 and expiring on 05/26/16'. i Manuei ;PX. Pr©duct Contr l E ming ` NOA I\o. -021 .4!3 Expi,-atonDat6. May26,'2iul A(`Proval Datc:.April 1.4 2! E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: ti y 'Nt7N-YAPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ;:'w •,.. ,�,y:�r - .,, .•.,,,;, ;... .'.� �. ' -FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.........._..............y �"v a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. `INSTRUCTIONS_...........................y l$a o ELEVATIONS .FtGOR�t'_'.'.ar .. ..............._.........._.1 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD— 2 MULTIPLE. .-P EMJIIG,WIDTHFORVERTICAl6HJLL ARCHES TO BE ) MULL TO 1X&MASONRY....,....».»2 p; O MULLIONS - INSCRIBEDRISIDE,.,HPVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 SEE DETAIL RECTANGULM NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY. 3 23 SHAPE MULL TO STEEL STUD................. 3 + r I - ED 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 tt1S0.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.»......._.»..»..».»..3 N ti_I �•'-'��' �.�• ALTERNATATE CLIPS.....................4 LIZ (A IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. +`~��♦ BAY MULL INSTALLA7ION........_....4 � IX2X.125MULLSPECS.............»54)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONS18iLiTY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.975 MULL SPECS............»,5INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS,_,.__T � ao cn 1 X 2.75 X.65 MULL SPECS........._8 7 0SEE DETAILS 11 W O O A THRV G; �, i Y j� j ! 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS...._„9 O o }... 'HEET52-3 1__�--: I-- ATHPUTCI� ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 2d.FOR MULTIPLE UNITS,CONSIDER X 4 X.376 TUBE MULL spECS...,11 = Q f= { ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I- :1 - -1 l SHEETS 23 1 X 4%.375 f MULLSFECS.».....11 r I 1 1 I i I PRESSURE OF MULTIPLE MULLIONS OR FEN ESTRAY{ON PRODUCTS SHALL APPLY. 1.25 X 3.188 X,265 MULL SPECS...12 W c` OPENING 1.25 X 3,25 X.100 MULL SPECS.....13 VERT. -) HEIGHT MIJU. FOR B)WHEN FINDING YOUR SIZE tN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 1,25 X 3.26 X.624 MULL SPECS 14 Z O S LENGTH HORIZONTAL 1,25 X 3.94 X.624 MULL SPECS...,,15 Z; W 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..,,,,..._.,..16 ,Q o rcZ SEE DETAIL E. 2 X 6 X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q W t- v SHEETS 1,26 X 2,11 X.125 MULL SPECS»..16 r '•. AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT F 30'X3.25 eAY MULL SPECS_.......1s Z }- d T`34 p REACTIONS. 46'X 3,25 BAY MULL SPECS.........20 Q O Z •'• MULLION&CLIP DIMENSIONS__21.23 1-- Z� A a Ko FENESTRATION 6)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE•GATOR NOA'S EXAMPLES 1 5 2............................24 _t a o I PRODUCTS MAY LOADING EXAMPLES........_......._...25 (n CQY BUJ E OF ANY TYPE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING S2 q MUSTFA CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH 2 r MANUFACTURED F-• BY POT. PGS-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. (D z !9: O 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7 D- m O s•.O L SEE DETAILS ��mQ HORIZONTAL A•D,GM: 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL SHEE7Sza WIDTHHEIGHT 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(LBSIFTI}FOR THE OPENING USING THE ASCE-7 STANDARD. HORIZ.MULL LENGTH 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH, '�.IENOTH h” ("`GPENINO WIDTH--� _1- --I LG _ � 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING 15'REGTANGULAR'OR'iRIANOUTA['JTILIPE2AIOAL. OPENING 4 FINDTHECHOSEN MULLIONSMULLION CAPACITY(LBSIFT')FROMTABLES toTHROUGH 16A,ON SHEETS 5THROUGH20RESPECTIVELY,USING PRWDCT REVISED HEIGHT l. j aTHE MULL{ON TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HOfttZONTALLY).TRE 8uildnSOPE PAULLLENGLTH �� NOR1z ` F� ,{/ VEI 7. MULLION CAPACITY(LBSIM)OBTAINED SHALL MEET OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT(LBSIFT'I FOR THE OPENING OBTAINED IN Acapww tau 1Crr lO V�• HEIGHLENGTH MULL I 1' + LENGTH STEP 1). $pirafEaf Uat6 1_ 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE BY lll�� 'rill t REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. Miami a haiuct Cm 7 SINGLE MULLIONOPENfNCLE MULL10A7 OR VER CALMWIDTtA,L" 6)FROM THE ANCHOR CAPACITY Its I TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �ttt��I LYNV pl�Jll/1/ OPENING WIDTH ANCHORISUBSTRATEIANCHOR•CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ��o. •• •.. �FORVERTICALMULL CAPACITY iSMET. \�1�;• t,1GL-NS ''.�Q "\SEE CORHI:SFONDING DETAILS tft0:/FlGtiRE 1 A90VE. MU TdPLE M 10NS 7)IF THE MULLION CAPACITY(LBSIFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT' FOR THE = •f' No.56705 ' It �- ...,---- _ OPENING, l- YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS � l"j , VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - H.STANNG CO USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPAREWITH THE FINAL MULLION ' E F ;•Luz~ •2014 FLORIDA BUILDIT4G CODE(FBC),STN EDITION :O •ANSIIAF,4PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFTTI OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION AN '••,•F(OR1Uh," `-1`1 •ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. �'.;��,��••......... •AiS1-Si0^-OTtS2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.L•YNN14Rip.E. FL P. .#58705 t 0 1%N •N SNC+ DETAIL A: DETAIL B: MuuloN5 ° MULLION -1 P.ANCHOR MULLION TO 2X WOOD BUCK MULLION ATTACHED TO SX BUCKs7aiP oxo u AND /-PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES tB•16B y ;(OFFSET CLIP SHOWN} (STANDARD CLIP SHOWN) BY OTHERS, N SEE NOTE - i I MULLION 6 I i , i j ;. ;.,•• Z yN� on d t i SEE SHEETS 'a b 1 MIN 2.7 K51 EDGE W LS RTHE I I t 21.27 FOR HOLE 1 CONCRETE OR Dl.4U !_ DISTANCE, •J W F100RLOCATK7NS n 1. 1 .i SEE SEETABLES I EDGE 015TANCE 1B•165 (n MULL a EDGE <+ nFOR MASONRY AYBEISTANCE / ° ct p o LED BYFOA WOODANCHORS mTHOD. ° SCREWS ��260'MAX POR n°d I I SIDE VIEW Z ( ALL MULLIONS da I'_ •-'1 . d e STANDARD QR Z U • m `L . ° ^ n � � � n '" � `• .d° CLiPEMAY BE � 1Yp x .`ps7r EXTERIOR ° - ° n INSTALLEp BY _jJ U)A `u yZ w, �- THIS METHOD. d l EDGE '°'-._ - -' Q Z d' . ^ •. 4 .6 DISTANCE 4 I-- Z d 41 6 n FOR M Z ^ e MASONRY ° 2 Q Z r ° THE OFFSNITIED'I]IR CLIP ANCHORSNRECOMMEFlNFREDEXTERIOR vml +sU1w FA.0BE FOOTHER FRAME TYo 0 0 0 EL oo'o TYP.ANCHOR TYP.ANCHOR ' H p .n TYP-ANCHORPER SUBSTRATE. PER SUBSTRATE, 6 —PER 1118STRATE, SEE TABLES1134613 SFE IABLES IB-168 SEE T/1BLE51B•16B tDGEfEND STANCE 1 B U C KTaN SEETABLES _ ._ AND 1B•1CB ATTACHMENT EMBE�DME TTN BUCKSTRIP / •'!'`:- SYOTHERS, AND EMBEDMENT• •• SEE NOTE 1, ATTACHMENTSHEET I. BYO7NER5. —" SEE NOTE i, _ SHEET I. - -- " MIN 21 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW P ODUrnaGvthue1`10 da BodingcptCode FRONT VIEW ACceptnnceNo Zs• -Exiroliun Dote -INSTALLATION NOTES: By Mivni doTrodudCeau'd f i)ANCHOR EMBEDMENT TO BASE MAT-AIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 111 I r- 2,QUANT}IY 0E-ANCHOR,ANO.M1 JLIJOff S f_SHO.tiABOVE-ARE FOR. CTOP,AL REPRESENTATION - --- ` k\ BECAUSE THE hNCYUN C,l�AC.ITt�S`V!.,SED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ,••'�iGE^ISS •.,'P CORRSQ'r QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE � �• '•_ .t��, t L'OLL.OAV!NG St,EETS,FOR DETAILS A-t).EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED- C'�- N0.55705 " 3}AN,,HOR HEAD TYPE MAY BE PANH,EAD,HEXREAD OR FLATHEAD- I^ 4)WCOD&LICKS ARE OPTIONAL,SEE DE 1 C,SHEET 3. r i ', " �fIU31(!i!K/) �rJrj•. S G-UP a 5)FOR MASON!iY.APPLICATIONS IN MIAMI-DA' COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED `fFtQtil9?.•'DC7~`` M CO ULTP.ACCti OR ELCO 1;4'S.S.AbOPEGt TOR MASONRY ANCHORS. ��i S; •"•'• •�r�`� A. NiMI P.E. LFL P.E.#58705 :p" ' I` DETAIL E: MULLION TO MULLION DETAIL C: ;. 1—.128 MIN. INTERSECTION NOTES: .,,,,MULLION DIRECTLY-WTTACHEb TO i E a g,$ . MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN-TEE-OR"CROSS' y 0 (STANDARDCLIP'S1iOWN} 1� INTERSECTIONS. VARIES e= Z U r ,ir a 2)MAY BE INSTALLED HORIZONTALLY I (SHOWN)OR VERTICALLY. I TYP.ANCHOR cC^ CV )p r ElTMERTHE I I } PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 STANDARD SEE TABLES 15-13B s h -.a OFFSET MULL� I FOR CORRESPONDING MULLION. tr7 m M m I."MAY BE i t I EDGEDISTANCE TOP VIEW MULLION H F - INSTALLED SY. - 11 I VAA1E5y--y �i • THIS METHOD. 1-I' I ANCHORS J W I I° ° I SELF•CRILLING OR FRE-OMLL Q'o '4~�`.,/ MULLION AND USE SKIS W m �o a L f ° •ss�, /` EXTERIOR d a - s MULLION O =-AF LIP IS `'"• h m EDGE DISTANCE U `G' 'FOR MASONRY ,y, D FOR Z L ANCHORS C OINTERSECTION gT MAYU•CLIPZ p FOR - v ¢'d TY PES. EXTERIOR Q Z TYP.ANCHOR .r%ER SUBSTRATE, 4 d Q Q O N O 3E[iACLES 18-13@ I_ CO Q SEE SriEET52i.23 FOR vy F a:0 mr PEiYP.ANCHOtiR SUBSTRATE, HOLELOCATIONS BUC-TRIP I SEE TABLES 10.138 x / AND FRONT VIEW EDGE I AT7ACtiMENT / DISTANCE IY '� oX _ -^• I'G,' ., BY OTHERS, �J. ! 5EE TADLES EMDEOMeNP SEE NOTE t. 10.438 U Z O L SHEET 1. QEDGE CL Z •: .• B ' DISTANCE s 9010 r'--�'—SEETABLES SIDE VIEW 3i— h11N2.7KSI CONCRETE ORCMU MIN 2.7 KSI CONCRETE ORCMU /B•13H �' 0 0�¢0, '0 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) INSTALLATION NOTES: - STRUCTURE ' 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL TYP.ANCHOR DRESSING ORSTUCCO. / PER SUBSTRATE, x \ l SEE TABLES 18.139 0 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A, ~:�/ SEE SHEETS ¢} PRGD?ICT REVISED ONLY,BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR as,plying Wilk the Florida CORFECT RUANI ITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Building Code FoU_U:M1 It IG SHEETS.rOR DETAILS}1-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS AcnpiaBcc T3u{�o lyy t$.b ExpimG n lhtc /�(y21 MULLION I 0 3)AP?M:',�R HERD TYPE MAY 9E PANHEAD,".HEAD OR FLATHEAD. BY A):WG'OD SUCK.^,ARE OPTIONAL,SEE DETAIL C,SHEET 3. // C7 IjR1t1do ct L•' ':.Z MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ✓ DOGE ♦JL4 I /�� t ELi:C MTRACO'N OR ELCO 514'S.S.AGGREGATOR MASONRY ANCHORS. FORTEEL 'SEE 7AULE5 ��` 11�t'Y?..V,�1l(� rye/ FRONT VIEW 1BGAANDCOMPLVWYWTHTTNEFLWILDING 15.138 �5��•'ti�CGNsfi'•�'� CODE,A2XWOOD BACKER MUSTUSED. ATTACHMENT BY OTHERS. i USE WOOD ANCHOR SPECS 1 EXTERIOR SIDE VIEW NOTES: fI;= 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 1) S ANCHOR VALUES MAY BE USED. C?�'•., P p•, nn .....-. 2)SEE CORRESPONDING MULLION TABLES, ,•,'j,i,i ��,�`� If)rRL SHEETS 5.20,FOR QUANTITY OF SCREWS. A!L'YNtVI rLLEF'{,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: �� _ FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION x� c (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ o ��o0 d Ir oY Z o SEE DETAILS XE, 30'01145' // •SHEETS 2 AND 3 FOR INSTALLATION BAY MULL t- J TO SPECIFIC SUBSTRATES. N MULLION c$y00 vz O O ZO O O 0 0 0 0 0 O S O 0 TOP VIEW K cn SIDE VIEW Co U o O SHOWN WITH I-X 4-X,125- TOP VIEW I i Z (o J ,f} MULLIONC'�) I h TYP.ANCHOR O EXTERIOR. 1 PER SUBSTRATE, 04 m 1 I SEE TABLES 150 OR tSB Z j TYP.ANCHOR I I F- STANDARD MULLION CLIP I —PER SUBSTRATE, I I EXTERIOR .j (1) �z MODIFIEDTO FIT FIELD � M1 11 I 1 T�7 4 z "T' CONDITIONS. SEE TABLES tB.t48 V' � I 2'X6-ANGLE CUP, ~ Z Q ) p I I I { S 2 PER MULLION END,MUST BE Q d 'Z GV r ' I I _^••'� I I INSTALLED INSIDE OF BAY MULL. I-_. I—d SO Bd - MULLION j 1 -"�... 'CJ Ul •4 j'I - r• I K Q I i V.- X X 2'XSX.125' 0) (n ... ANGLE CUP, Z 'd _ 2PER MULLION END, "l Q I MUST BE INSTALLED ILy,N . i I i INSIDE OF MULL. a S m OQG 1 I " . TYP.ANCHOR b + - " PER SUBSTRATE, \\ - _ SEE TABLES 15.148 INTO WOOD, STEEL,ALUM INTOW0 ALUM. OSTEEL, • STANDARD CLIP TO BE EXTERIOR OR MASONRY - EXTERIOR ALUM.CMU OR MASONRY MODIFIED IN-FIELD. 1� fllaItJC'I REVISES) cmnplying will thu Flmlda cice�ncA it do INTO WOOD,STEEL. IG-021$, ALUTA,CMUORIMSONRY - - O _ F.xpi Iion Da lc Z+ © - ® EDGE - DISTANCE I1Y /- PER MielBi a rodUct ANCHOR :STtwcc D PER ANCt,OR- 1� / NOTES FOR INSTALLATION OPTION G&H: ++�� \i . U �P NOTES FOR'INSTALLATION OPTIONS F; 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION ��•'�iGEt'IS I- t i:D,:Tr�ti IS NOT APPLICABLE.FOR THE BAY OR 1,26"X2.11`X.425'MULLION. � 2)DETAIL G:SEE TABLES IS-T4B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE k.q,5`5705 LOCATIONS. 2)SEE TAKES 1B-i 3B FOR ANCFiCR'gURNTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, 3)DETAIL H:SEE TABLES 158 OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE "' ' L j 10 U!Lu` LOCATIONS. +T F 31,THE 2(C5CC!',��ISNs'aT.SL4TABLE FOR THIS APPLICATION, %1c;<+�••„ALOR\0?:•'•,'� -• A� E. LIF P� 58705 t� MulllonCapacity Table IbsKe) td� } _ Opening Width(for verticalVsparring mullions)or Opening Height(for horizortally-sparnIng muliom) v�7~A' a s• E 50.In :'- coin 701n 801n 90 In We In 1201. 14oin 1601n - --`. kLI.giiv. 'Taptre..2. Rect.rg.1" TteptAtong,. Recten{Htar TmpFTd V. Recle�aiet Tteptit[erq. R.41an9ulor 7nptktazr@. Raciang�tat SrepfMm9. Rocl.nprier FaWTdanO. Rectan9utet ToprUion@. Restengtlar 7mptTdeno. oTS.,q W 1Y2.,.•125' L,adit.p I.,aedlno,. Lo ding Loading Loading lowing Lading Lading Loading Loading Loading Lowing LGBdmg Loading Lowing L.ading Loading Loadng oY U mullion N w m . age z � o � "12TH fV.4 „408 1245 332" 'A3,2' 406 116.5 '375 79,9 403 107.8"321 69,9 408 104,4 319 621 408 104.0 318 55.8 408 f44,0 319 46.8 d08 144.0 319 39.4 408 tM.9 319 35.0 408 10{.0 719 ,f! W J '4e In 74.0 312 83.8 268 62.4 312 73A 252 53,6 312 67.0 24B 46.8 312 012 246 41,6 312 61.3 2N 37.6 312 61.0 244 31.2 312 610 2N 26.8 312 61.0 2N 2].4 712 61.0 2d4 � _ 60.825 F.1 63.9 281, 10.8._234 63,2 281 6f.6 228 45.8 207 65.7 714 19,9 23t 52.1 222 35.5 28t 60.1 220 319 281 d9,3 2iH 28.8 281 49,3 218 22.8 281 49.3 258 20.0 281 49.7 210 p 5/h 52.6 247 57.5 20T 47,9 247 49.0 202 37.6 247 44.8 199 32.0 247 41.5 196 20.2 247 39,4 194 26,3 247 38.4 193 21.9 247 ]8.t 193 10.@ 247 3D.1 141 10.4 24T ]8.1 183 m F-• M 0 64to 1. 35.4 200 41.2 ITO 32.0 204 35.1 166 27.4 200 31.5 163 24.0 200 20.4 180 21.3 200 27.1 539 18.2 200 26.9 157 18.0 200 25.0 158 F- 1 } 63v, 31.1 ~tat 35,3 155 27.8 161 30,3 152 23,7 101 tae 149 20,7 181 24.5 146 16.4 101 22.6 1N 16A 101 21.7 543 :D :E 66 In 26.0 163 30A 142 24A 185 20.1 138 20.8 165 23.1 136 16.0 165 21.0 134 Z ( v 721n 22.2 139 23,3 120 We 011 18.9 110 16.9 119 17.6 I18 � 0 Sn 78 k1 18.0 126 19.7 109 15.7 125 IB.8, 107 :::R ZJ (!)o ¢Z 7H in 11,6 110 1;.2 too Q J }- Q Q N _o TABLE 16 ANCHOR CAPACITY ADJUSTMENT FORMULA: n2 m p Anchor Capacity Table Ibs ANCHOR SuW.I.,: 2.79 Concrelo 3,5k Conn. H.11m CMU FIR"CMU PT Wood Me161 (1)PIJX( ANCHOR CAP... CAP.„, +- 516•Ek. ttd'SS Eko 5+t6'Etw 114'SS Ek. #106".ed #12staci #12 Sied MULLION CAP.,K,,._= tll X y -An:haf TYPe, 31107 Eko Ntmwn 114'Eko UroacOn 3716-Ela.Uu.. 1(4'Eko t7Nacon R Anch•ai CUpPaberRe ulv.m AOgn,GaMor Uala4on A9gre0sior Samr(G5)screw(G6) Serew(aS) USE THIS FORMULA TO OBTAIN THE"ANCHOR N EdOo l'Sgance 6nI 1• 2,112" 1• 2-1R' 3-1r@' I' 2.112- 1' 2-1rz' 2' 3,vr 2" 0.46" 0.54" o,324" CAPACITY REQUIRED'CORRESPONDING TO AN U X ACTUAL PRESSURE REQUIREMENT FOR THE E/nbWnNil tinT 1-3/4" 1-314' 1•YY i-3l4' T 1.114- 1.114' 1-114' 1-114' 1.114' 1.414' 2' 1y8' iJ/8' modes Q .- Z o 0 2 A1wMr.�4,75"MIH.O.C.l SIBMUd or 08aN Cp tFig:fT 390816 190Iba 450 ibs 09011$ 1644M 270%4 2801ea 354 k$ Tao lb 174 i1» 864tH 946 as 361 i5s Oat taA 56ofbs OPENING,WHEN 17 l5 LOWER THAN THE MULLION do s.0 tf) 4A6ch«aO1.iSMIn.O.C.IsiaM3a(co7se7C9pjFg7.zT 480bs looms NrA mon RFA WA 3801bs WA WA WA IVA WA 68211$ @05155 112015, CAPACITY(FROMTHETABLE)OFTHESELECTED a mw go 4 At.c.ots f:3'4:n.O.C.I(2)245 Angle CUpa I(Fig.31 760 ms 7841o$ 800 On 1560 IM 189011,1 540 U 560 Ibs WA 760 ms 74815, 80o IDs 18921bs 662106 @3516, It2o bs MULLION,IT WILL YIELD A MINIMUM ANCHOR 2Amhom 00,45*Am O.C.I U43ip,wt..ilY Atim.(Ftg.41 WA NtA WA WA WA WA NIA WA WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAYBE USED TO QUALIFY 1 M.aa.r l P•C9p(Fig.S): SBS ICW 16515, 2251M 445 ma 822 As 136 ms u4lw VIP im 374 ms 107156 332 lbs 4731bs 170 m6 2211L6 Zea N, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ar,,h-@1IS-Min,O,CI F4afp(Fig.In.j 2400$ 350 to$ WA WA 1wA WA 19016, WA WA WA WA WA 341 te6 4421bd 560 ms ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: _, FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. S,s c.,u lyi RRVISED as complying tvIU1 the Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -i 1-UQO' )--• Building Coda 1p! _ A. piytm Tao 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE, T Bx imli n DOIc 4/ FIGURE 3' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. e HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Miami do Product ` 2.000' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `ff 7II , 4 125" `ANGLECLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDr)*•�,. •.,{F,� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4:% .FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1 THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" -THICK(18 GAUGE).STRUCTURAL STEEL TO 8E A7 V X 2'X.125'MULLION pyo,SrTU:, THE MATERIAL`0110&#12 ANCHORS INTO WOOD MAY BE STEEL,EXTEND AND A26.ALL ANCHORS INTO METAL SHALL &8 S.S,OR 4410 S3S CREW THREADS BEYOND _ I u7,. w FL P.E.N 58705 TABLE 2A - -'- - --- Mullion Capaor Ity Table Ibsffe) k Open Ing Width(tor w ilca"panningm0lons)orOpening Height(for holizontaAyspaMngmillom) yW7�gc,,t Z W. 17eV. i` 0011 7016 win 901n IOD in 1201, 1401n 10D In Y!"'• o darp. fro A9ce7. Reclsngufer TcnpfTnnrg, RectergNar Trapttda�p. Rectangular Tro{Y7tlangRecten9Nar 7tix2.x.376dug Lo-atq Lona ng Loaatng Loa44rt1 L.001,g a 1towly t0nare toadro t0 too Loading LoomtoeAre LoOoing Loading Aadln9 tosairo � Alum:TUb3x x 2^ EManion �.. - �'.. �a �.•. � � �• � co I1 1 z4716473 151.3 602 17&0 470 129.7 661 170.0 w4* 113.6 661 169.5 516 100.9 662 16&9 $17 90.9 682 16&B 61T 767 662 16&9 511 64.9 662 IW9 617 5B.) 662 %R9 ti17 � W 481. 125.3 507 135.0 418 101.4 507 119.2 410 88.9 607 108.T 403 76,0 W7 1026 S99 67,6 507 99.0 397 W.0 507 99.0 396 50.T 507 99.0 390 43.4 507 99,0 39G 380 S07 93,0 396 W In 50,625 In 103.1 458 114,6 _370- 86,4 4% 99.8 371 74.1 456 90.5 361 848 456 64,6 360 57.6 456 81.3 357 51.8 456 60.0 358 43.2 456 0&O 350 37,0 456 80.0 356 32.4 456 60.0 356 .0 64 in 85A 400 93,3 3JG 71.2 400 80.8 328 81.0 400 72.7 771 53.4 400 67,3 318 47.5 q00 64.0 316 "427 400 62.3 314 35.8 400 B1.B 313 30.5 400 61.0 J17 2O.T 400 01.9 313 _ m O I--• {, 631r. 823 :R4 E0.8 210 61.9 324 57.5 270, 44.5 324 51.2 264 3&8 324 160 200 346 324 43.9 257 11.1 324 42.0 255 260 324 40.6 253 ZL2 324 40.5 263 19.5 324 40.6 253 F td C 0316 83.6 284 57.4 252 44.6 294 49.2 248 3&4 294 43.0 241 33,6 294 39.0 237 29,9 2%' 37.1 234 20.9 294 35.2 T32 22.4[26820.0 230 19.2 294 33.4 230 16.6 294 MA 230 � 6016 48.5 260 49.6 230 39,0 288 424 225 33.4 268 37.5 721 29.2 268 341 218 260 268 31.6 215 23.4 269 29.6 212 19.5 210 18.7 269 27.7 209 14.6 268 21,7 209 1n 30.9 225, 37.9 196 30.0 225 322 191 267 225 29A 168 226 225 25.6 1&5 20.0 225 23.6 182 1&.0 225 221 100 Ike 17) Me 736 I&B 176 17.3 225 19.6 176W7BN 30.6 26132.0 171 25.6 207 27.2 173 21.9 202 23.9 170 18.2 202 '21.6 167 17.0 202 19.7 too 16.3 202 1B4 163 12,6 100 10,9 262 15.8 158 B.8 202 75.0 169 o a:781. 28.3 192 29.6 168 73O 192 251 185 20.2 182 220 162 V.7 161 197 159 SS,T 192 1&1 157 14.2 1B2 16.8 t6a 11.8 152 10.1 192 14.4 150 &9 102 14.2 150 4 9016 18.5 144 19.0 120 75,4 114 161 126 Q 661n 162 121 15.8 In) TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: W m -_ Anchor Ca ao Table the -� ANCHOR CAR,,,,,,, � x Y y Sabatnnte 27%Cmemne 35k Cmc. NdbrrCMU Died CMU Plw d +;.hkiel (DIP)X� ANCHOR CAP.,c, V4 _- MULLION CAP.,,e,,,.,, E= 5110'Eko 114'SS EIcO 516'Elco tf4'Be El. k steel Y12 steel =812 Sled U Q Anchor Clip Patterns Anclwr�ype 7ta^Etwunacm i!4'Eko4numm 3x16 Ek44nireco6 iN Ekauluace tIV E1n A99SS E" Ubaeon A9o<eCatar 6crere 165) stmtt05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q O Ea9a Unmrwe am 1' 2•Uz• 1' 2-112' 3-tte' 1• 2.62' 1• 2•trr 2' 3-v&• 7 0.64' oazr CAPACITY REQUIRED"CORRESPONDING TO AN ELrz U7 !q1-V4' 1.314' r 1.114• 1-U4• 1-114* I-vv 1.114' 1-IW 7 1.18• canes ACTUAL PRESSURE REQUIREMENT FORTHE A�Oz Ancnon 4.15' 6:.O,FfSlandard of094e1 QIPlFy.1). 3600! 3901Ds 45q IDs B900s 1614194* 270104* 2000s 354IOs 740lb, 374lb, 6640. 940It. 442163 5w Im OPENING,WHENIT IS LOWERTHAN 7HE 7AULUONQAPACITY FROMTHETABLE OF THE SELECT EO4 Anasa1.15't.11n.0.0.tStaMard{ttOlbe()tllP tfiq.tT. 480104* 700 As WA wA NLA WA 36304* wA WA wA WA WA 885IDs ( )4 Anchac gin"'.O.C.t(2)2n5Ao91e Q'ys1(FIp.3) 7801ba 700 lb, 6001b3 15MU IBM" 6401bs 58011]3 WA 700!be 7461bs BW lbs 1892Ibs $05lbs nobs MULLION.IT WILL YIELDAMINIMUM ANCHOR AnchaO. 12.47: "WA WA WA WA WA WA t6A WA WA wA t6A WA .wA Tt5 ibs CAPACITY WHICH MAY BE USED TO QUALIFY t Anheff FF-0ip(Fig.51: mint9sibs 225ibs i451Da 822Its 1351bs 140IDa n71bs 370104* laT lbs 112 Iba 4731b3 221 Ills 2BO Ib. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arwhao I.IV MI6.O.C.lfaai F .8' 2408M 350 Wz WA WA N!A Wrt te90s N!A NJA WA WA WA 341 ibb 4421b9 SFA lb. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CGP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. i FIGURE 1: FIGURE 2: TABLE NOTES: T•RODUCT RF.VIS50 I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. •ncil M.gyi�cvi!d C milt•D3 =- _ 1__ _ ---•__ :SEE SHEETS_2-4 FOR GENERAL INSTALLATION.METHODS.- - ... - --- __.- --- _ ---T{ 1.000" f"-` - - - - Expiretiu D20 { 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. BY !`1GUF.E3: MI-ii ac Product I 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.000' ( -- -- HOLES•TO'BE•DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. �� ( +yN,t1 1,7 R FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \fl •• •• JB!(,`i, I ANGLE CLiP MUST 6E USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •315' t _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL BE PRESSURE-TREATED -T = Is No.5V05 _.FSGUKC:4:-- :FIGURE 5: _FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I'X 2`X•375"MULLION `/{;• j 1 r I LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ''U : c `• -� "� t THE MATERIAL.#10&812 ANCHORS INTO WOOD MAY BE STEEL,18.8 B.S.OR 410 B.S. '.Ur,•, s4 rrr A,LYNN MIhhEF(,P.E. I FL P.E.#58705 r 721.6'-` A::...� ` Mu){lon Capacity Table Ib 1W) Opening WrIth(for verfically-sparinirg indilons)or Opening Height(tor r0fizontelly-spo mi.11forG) c!kC S Be In, 701n 80 In BO In 1000 Win 1n 1801n �} p ' i� �''•r n..:a,9�1„: Trnp'Tdwp. Rtet0�01or TretiTdang. RtOtmpdar 4epTdang. Rottangp+ar Traptrdan9, Recten0pidr Tra}YTdang. R4ttangutar Trep+idang. Rectanpder 7rep7biang. Ractangeiar Ttaptinartg. Ractengater 8eprtriang. ��o� F ': i:padng', LwdnO .-lnadhp Loedrp Loadng LOadng Loadng LOedng 1pedrq Lwdng Loedn9 Loa no Loafing I.-Ing Loadng LOadn9 Inadng ,sY .� lu in III 5r3A!a m. CQ }}�[ w' }' y� g 6 rT 7 79 7ZyG( g.e � �� y. € Fbgy 6 �. ��. d o: 2�c, do boy dd su d ar§. r$ .�� d do. dt2 s ¢y`8 d¢ Lr d ,O F •�'� _ �d251J-ITC:J,020. 170,0 1]5 IT0.0 744 tTOAT418' 170.0 868 170.0 508 770.0 1192 170.0 sig 170A the 170.0 521 170,0 1240 170.0 621 14 B.7 1301 170.0 621 127,5 1301 170.0 627 111.5 1301 170,0 521 !11 .3 nom. "G.) !:m 't70.0 524 57c,G MO iTDA 584 170.0.992 Ilea 630 170.0 15SS 170.0 661 161.E 1539 170,0 877 138,0 1139 170.0 680 113.9 5119 570.0 880 97.6 1119 17p.0 680 85.1 1139 170.0 680 •� UI I tg.5.0.'+�25i nti.) ?i7: 170.0 583 17i1.D 088 ito.0_eai 567-E 1032 170.0 684 148.8 t032 170.0 723 110,5 1032 570.0 747 157,4 1032 110.0 756 97.9 50]2 170.0 756 83.9 1032 570A 7S6 13.4 1032 570.0 758 w Q- U) O :70.3 787 170.2 812 161.1'9G7 170.0 691 130.2 807 164.7 7J0 120.8 907 152.6 720 107,6 907 1458 7H 86.8 907 141.1 710 80.6 AOT 1/D.0 709 69,1 007 140,0 709 60.5 407 140.0 los to - O H �6iS'n 141.1 735 555,5 ,625 Ime 135 130.3 611 ime 735 Iwo 548 68.2 733 106.2 6B1 76,5 733 ".6 603 70.5 735 05A 57B 59.8 735 91.8 574 50.4 73S 918 671 44,1 735 91.B 574 � � J �V'a 121 r W 130,0570 101.8 Ma 111.5 $57 07.0 $66 00.9 547 76-2 668 90,1 534 (ILT 666 638 631 00.9 666 79.8 526 50.8 668 75.0 521 43,6 666 75.8 621 35.1 660 75.6 521 J U � ke F;N, loc.) 14:7 1124 522 eu 607 96.1 511 75,7 007 85.0 Mi 66.2 607 77,1 493 58.9 007 71.5 4B8 53,0 007 67.8 481 41.2 607 87A 478 37.9 607 82,7 474 13.1 607 82.7 qi Z 111 jIZM 85,E Sp0 658 443 648 $50 73.0 434 58.3 f0 84.3 426 51.0 610 57.9 419 45,4 518 53.3 413 40.E 510 50.0 d0B 34.0 650 /3.B 402 29.2 510 ii,i 399 25.5 510 44.5 19A 761n-` _4 1.56 72.5 400 57,8 458 61.7 392 49.6 458 54.1 385 41,4 459 46,8 378 38A 450 44.8 373 31.7 458 41.8 3&8 26.8 455 37.7 362 24.8 458 3$.0 359 21.7 458 35.7 338 ,�j •Jj a v ¢Z 761n L4_.!ei.,i 415 67,0 Sat' 53.5 435 56.8 373 45.9 435 49.8 386 40.1 415 44.7 360 35,7 435 409 355 32.1 435 38.1 351 20,8 435 34.4 J44 22.9 415 32.8 3{1 20,1 435 32.2 310 a 'r" 4 ~ � SC to 45.E 327' 43,1 210 34,3 327 36.4 285 29.9 321 11.8 260 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.T 268 17.4 327 21,0 282 me 327 19.3 269 Q r Z N O 287_I"8.7 1 267 20.9 262 21,4 287 20.0 244 21.5 287 23.1 244 19.1 2@7 20.9 230 17.2 287 19.J 237 14A 287 56.9 232 -- X� 24,7 XG 20:2 I 2''7 23.8 201 17.1 227 10.0 190 15,1 227 18.0 iB5 ---- 7'% cY oY 1555 ,7L 22.7 t9{ i 14^)213 .9.1 Sgi 56.8 215 50.8 108 0_' N ' 17.9 507 ]�gj U x Q > TABLE 3E: ANCHOR CAPACITY ADJUSTMENT FORMULA: CL Z mQ U) Anchor Capact Table Sb9 ANCHOR CAP. ,,,, O�'o 9p6n;mte'. 2.7k Corclele 3,5k Cone. Holo CMU Flued CMU PT Yi d' Metal (DII-)X t )=ANCHOR CAP.- $-� C ��m2 Si6'Eko MULLION ita•S6Eko 5fte'Elco 578•sS EkO CtO Siee! a125teei 652 Steel CAP,,,",,,,,,, O o ` qy Anchor Clip PahemE ksSchx Typz: 3156 E5t0 tRtRtpn NP B.-USIracOn 37fti'Fitp Uttraron itb'EkO tllitetm uivecon ApgrecalU Ullraton A9pre0aior 9cmv(Osy sm¢•r(E.5) Saew(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR _ Edo^valance(In). 1' 1 2-1r2- I 1- I 2-Irr 1 3-118' 1• 1 2.12' 1 1' 2-}R' 2' 1 3•11a' I 2• 0A6' 0.54 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emw..t(1 1-314• t-1/' 1.3/4` 1-314' 2' hiiP Mir 1-114" 1.114' t•114• W/4' 2" Two- 1310• wdea ACTUAL PRESSURE REQUIREMENT FOR THE •`2Arwtwn.4.73'Mtr•.9,C.191on@md.5r0@ae;C ip(Fig.I 190@5 Jtq lbs 450 Ra BBO Iba 18141W 21016s 2B0lbs 3541bs 1401W 374IW 604 roe 9401ba 341 Ws 4421W 560IW OPENING,WHEN IT IS LOWER THAN THE MULLION -�--•�--- CAPACITY FROM THE TABLE OF THE SELECTED - bAs+nc�rc.•71.15'Mi..V.C.I SWIftd(nt 01`,1:)Cr•r(FI02)'. aeb pt, 700 i6s WA WA WA WA 380 i5>; NrA N+A IUA WA WA 6621bs 045Im if201ba { ) Y -u;e nt,mn,3'-61sn,0.c.�tzi z,;A..ta C';;s�;FW.3;. ?s0lbs 78oIW 6001W 156016s fess ws 540 Iba Sso lbs wA IZ.. 149iW Bao lbs IB921b5 6821bs 845IW 1120 bs MULLION,IT WILL YIELD A MINIMUM ANCHOR 2Anch'orsAf G.45'Min.O.C..tU23,50So.525'Atan,{F�.dg WA WA WA WA WA WA WA WA NIA WA WA WA WA NTA Tii lbs CAPACITY WHICH MAY BE USED TO QUALIFY - Vwcfar7F-Clip TJg.Gk i651ba 195 IM 22$lbs 4451W ezz lh6 uslbs u0lba T77Iba S70Ib9 1671W 3321W 473IW vo roe zzt lW 2w 16a ADDITIONAL ANCHOR OPTIONS FROM THE 2ASwtwr7.15'Min.O.GtFt1:Ki0.6): 2d01bs 3507bs WA WA WA NTA 190 lb. WA,�.-c,,�WA WA NIA WA 341106 442 it. 500 r. ANCHOR CAPACITY TABLE. NOTE:FOR THE"7 FFR ET CLIP,USE THE SAME.ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, '�✓CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24, PRODUCT coREVISED os"Plying with th0 F10rkts BlliSdulg COJc { �,,yra FIGURE 1_ FIGURE 2: AtRpiatxc No lio NP"moi' '� i TABLE NOTES: --I 1 000• r-- Bxpimtia5 , jj3'" Dais !2ptl',I 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Mia si dcPsodtictCbnDsl r"..:. - SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •+ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS t5 ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE-FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760^ t gy { ✓�j HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 • _ J FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, 4!n-5$!OS 4)GLE CI P MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 AGI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED _ 375' i7 "- 1 C 6 •iR:- FIGURE 4 FIGURE 5t FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF,125" '-O Vitt: u [-0t fU {i I THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1'X 2.75'X.375'MULLION • '�CC2'"' - I^-�'^'�•- + LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �Q l,OR1t)I', •�.�'` + �4`D THE MATERIAL,#10&1712 ANCHORS INTO WOOD MAY BE STEEL,18-8&S.OR 410 S.S. it iir�1 `i'' �f.t.`y A:L• PI MS�hItER,P.E. • r.{:� .'' ` ;. .,..•.. FL .E.#53705 7. _ 1 j tTkO a dA ) _ - Mullion Capacity Tablo lbse Opening Width(for uerticaHysparring mWors)or Opening HolOfit(for horizoNaNy-sperr7rg maflbrn) 7 TO in Win Poln 1WIn 1201n 1101n fa01n i 6r4q er Tta rn Reclan lar Tr Le o rY,yOr pJi ng.- W ep7dang.t Rectanptiar Trapfidanp, [1700 nytar AepRdar+g. Raclenputar TrapRdan4 Recian[ptar Trap7rian8. Raciangatar Trag?das+g. Ractenpotat Tmpl7dane. oT4� w ii i t Loatq g wadap"1 Oadm(j Loading Lading Loading Loading Loadingding Loading Loading toad 8 Loading Loodng Loading Loadno Loadn9 Loading SZ G 1 t 6A 4iur ) ---------55k cVq0-g L't :tN U V U V v U G V V V'' V CI t$G t� t3 V Uo U V 4 U U G G v U t v V v i+$ tU ix2't S� b>a � _ *_ �� tis� s � b � a 6 _170-1 820 170G 1455 .7N 179,0 478 110.0 1589 '170.0 508' 170,0 gB2 170.0 SiA' 1118 170.0 521 170.0 1290 170.0 525 170.0 1408 1740 521 t111211820 570.0 621 13&15 4620 570.0 521 WOdin 70.o '73- 179.4 524 1799 854 1790 x381 170.0. 6B2 1740 MO 170.0 1133, 170.6 801 1275 170.0 877 170,0 1417 170,0 650 141.7 1417 170,0 680417 1140 BBO 500,3 1117 170.0 600 � - , �?,,0,fi�.51r .70.0 T{7'-17¢0 583 570.0 898 170.0 831 1740 1448 170.0 •!ki 7709 1185 "1740 723 1288 1701 747 146.3 1286 570.0 758 1219 1288 570.0 7585288 170.0 768 91.1 1280 170.0 756 W }. 75in 1709:707, 170.0 012 1700 950 170.0 081 170.0 1110 170.0 754 150.7 IUD Woo 1503 t33.6 1130 90.0 837 120.8 1t30 170.0 858 100.5 1130 170.0 6011130 170.0 661 75.1 11.7-1 1709 881 � { Win iTt,YM 170.4-701, k0&''015, 1823 781.. 1255 915 144.5 7115 109.9 815 1323 735 97.0 015 123.0 728 67.8 045 118.5 720 73.2 915 11L4 716915 I14A 715 $4.8 915 111.4 715 J 03x7 5 8) 839 191.: Tt4 128,5 530 •138-4 694•_ 108.5 630 523.2 887 94.9 839 1722 870 04,4 830 14{.8 662 75.9 830 80.4 658 53.3 830 94.5 048W*248 47.4 836 44.1 et9 , -"_UJRib P 1 757 140.0 1 659 110.0 757 lie.8 838 843757',105.8 021 02.5 767 88.1 814 73.d 757 89.1 800 889 757 64-2 goo 550 761 749 6831 .41.3 757 78.2 591 - - Zd¢¢ -g'73 tit, Js i9E3 ''S" 848' •838 91.0 540 72.7 B38 80.1 510 83.8 836 72.2 521 58.5 838 88.5 514 50.8 836 623 508 42:4' 038 57.2 5907 31.8 030 55.2 197 o � J" Z799e68.z571 1 4U,n 4C5 ?2,1` '511" Y8.8. {08 8, 671 07.4 {I9 5{.1 571 80.8 {TS 48,0 571 55.5 484 43.2 677 bi.e 458 309 577 {7,0 7517 279 577 U.6 448 d } 78 ro 83.0,1 842, 83,4 474 68.7 642 70.8 405 $7.1 542 02.1 456 50.0 542 55.7 449 44.4 $42 51.0 M2 40.0 542 41,5 437 33.3 542 42,0 129512 40.6 {25 25.0 642 40.1 423 Z .� cV p i>.i., 84 to 52.1 401.7 351 '43.{, 407 45.4 '3SS 37.2 407 19.0 319 32,5 407 ,35.3 343 28.0 407 32.1 336 26.0 407 29.6 334 21.7 407 26.1 327 18.0 107, 24.1 322 18.3 407 23.0 319 F ry"ry�s0 9Z <:BB In 12.7 350 44.1 320 559_.368 37.2 314 30.7 150 324 30B 20.8 360 28,8 344 23.8 358 20.1 300 21.5 358 24,0 280 ITS 355 259 284 X 14 0 U1 x r zs 109b 30.P "<B3 3p.A 255 25,1 2&1 26.8". 251 2L6 291 22.5 247 10,0 283 19.9 241 16,7 203 18,0 210 15.1 283 18.6 237 r x oY 757 67 27.8 201 28.3 242 23,1 267 23.8 238 79.8 267 20.6 235 17.3 287 18.3 231 15.4 287 18.5 228 r X� `W U) 1201n 22,0 22B 21.3. 298 .18.3 228 10.8 205 15.7 229 16.2 202 ,r TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: .s a m0'rQ t•-,-ra Anchor Ce act Table Ibe ANCHORCAP-,„,,,", 5i €�m� Subttrale: 2.71,Concrete 3.51,Cons. hail-CMU Fined CMU PTWood Me1a1 (DP..)X� ?=ANCHOR CAP.,,, $' e�i�OR Stt6•Eko Ili'SS Eko 5118'Oco 114'89 Eica atO Siem at?SIM 102s W MULLiQN GAP.,,,,,,,„, AMbW TYpe: 3r1C EW.Ultmcon iM'Eteo UNoean YI6'EkO Ullrecon 111•Eko tmram Anchor Cllp Patterns Olv=on Agg,,Gal« UBmcon AWeGat« Helew(OSI Somw(G5) &rew(051 USE THIS FORMULA TO OBTAIN THE"ANCHOR Edo.CIA we Pint t• 2Arr 5' z-tt2' 3-119' r 2142' t' 2-trr 2' 3.118' 2' 0.48• 0.54' U.3zr CAPACITY REQUIRED'CORRESPONDING TO AN "4 Emtxdmenl MT t-311' bFP 1.311• 1-L4' 2' 1•N/' 1-114• t-v4' 1-v4' 1.114• 1414' 2' 1-118' tare• modes ACTUAL PRESSURE REQUIREMENT FOR THE ' ZAmbor_Qj.75'. hO.G.JSnedsdIx of Clip tFq-1):'396 Lbs 3901ba 450 ibs 890 ren t64n� 274Ica 280 to 354166 140 Lbs 374166 6fid7W 94616-1 311 ibs 4azra 589 ttn- OPENING,WHEN IT I5 LOWER THAN THE MULLION -- 4Anshom{it.ca)?Min.a.C,1 Sleaward tlot Otte))Clip(Flq:2)'. 450 It, loo It. WA WA WA WA 3801DS WA WA WA WA IVA 682166 8951 •1120167 CAPACITY(FROM THE TABLE)OF 7HE SELECTED- 4Ar-sMra 991-"rn+n C.C.!(:J 2z5 Algia iAp9!¢q.3y 780165 76D Imo 9-19166 7se4 ttw 1&96 moa blo ros 659766 WA 764766 7-1&166 554166 569x1-16 s9z ros 6e5 be t57p»u, ''-MULLION.ST WILL YIELD A MINIMUM ANCHOR 2A,Ckr.a1!0?SM4t.v'.C.7U4:q.471a.125'Y.Wr,tFiD.d} WA WA NIA WA 'WA WA WA NIA WA WA WA WA WA 7161W' CAPACITY WHICH MAY BE USED TO QUALIFY" - ` Araecc�F:;a;fq-s• 1951-1- _195 As -2261w- -445roa azzlbs -t358xi---lnolbs 117161--370166 1-17766 3321-1- 473 111. 170 2x6766- 2-1946-1 "-ADDITIONAL ANCHOR OPTIONS FROM THE - -- - - --•�- - - ' ,rriAte,{S t n�6C.IF SFq.BY 240 ros 3501-19 WA NIA WA NIA 1901bs WA WA I NIA WA WA 34114s 44216, Ww ANCHOR CAPACITY TABLE, t"4 } SFID F O:*FOR THE CFF T CUP:USE t HE.SI(ME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 PicrtC.nn+pC.g,iith OWSIDdith Y • DnildinB Je REV7 No `.�_. FIGURE 2:• - -- - TABLE NOTES: 7.000' - - - - tixpinlioriD leb b s }{ �.7 ( -� -•* 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, fl1 inn' do P ; J77 ,1t94aF. \t IA 7 2)LINEAR INTERPOLATION-BETWEEN-MULL LENGTNS AND/OR OPENING WIDTHS•IS•ALLOWABLE--- � O.1 •,•• •� _-�..:.._,.._._-_.r,ti 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q: HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. s.: '+i• .t_i '' 1' •' * FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5874 _ l ! M1G ! M ST"61-USEI)'14 PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACt 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650• lip [t I1. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.80.WOOD SHALL BE PRESSURE-TREATED .,.,) i t _ In S• } ,+:Utt,.•4. a ,.Rrk'•' FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126' JU AI L-Or I }j-`T ('''r;-%'" '%•--� THIGK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ;fir,'•• r• P !i- - -` r% • l • �• ® _} LEAST.125"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75X.650'MULLION '........ \�.'.,i,"• THEMATERIAL.1110&1112ANCHORS INTOWOOD MAY BESTEEL,18.8S.S.OR410S.S. .•.r.ir/f.)l:.f/��„�,��• i. A.,LYNN MILLER,P.E. !' '•�-- _•.::- .. .: ;:;�... -":.• -:: FL P.E.#587G5 a� , I TABLE 5A' ° tt MiulUon Capnotty Table lbatlt7 Oponing Width(for'articaly-sparrim+T millions)or Oponing He tit(for Iut52orlertfsparrin7 mullions) 501D 601n 7010 Win 00 In 10010 t201n 1401n too in }o o Ractahpdo4 hayhtag. Ftrctanpdar 14a97Tdaag. R01.74ar D Tdwvg Rw.Vdw Trap'Tdang. Rocianow hep Tdeng. Reatengdu h Wlrftng- ReotaMNlar TI*Tdeno Reatergldar Ttaptttfan0. Recmang�tet 7laptto.a. 1•'x3.128"x LoBdlnp Loednp Loafing Loadnp LoedmO Loading Lotldnp La9dnp Lo4dlnp Loedn@ Loadn9 Loadin8 Loednp Loodnp Loadnp Loafing Laadng Loadn9 n°Z ' .1100'•Atum r r r g p r p 4., v .�` .' n .F -- p z a r 9 u Tube Mull I vo ti 4 u 43 ver v Gv u 4311 v o v v v o v v 0 G ver vv v iso o: o d� a` do �o: 4211- 170.0 620 170.0 435 1700 744 170,0 478 170.0 998 170.0 We 170,0 @92 1700 519 170.0 1118 170.4 $21 170.0 1740 170.4 521 114.0 1489 170.4 521 770.P 1735 170.0 521 154.4 5002 170.0 521 Lt7 W 4J in 170.4 709 110.0 524 179.0 Me 570.0 664 170.0 092 1 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 OW 157.7 1577 170.0 680 135.1 1577 170.0 660 116.2 1577 170.0 980 7 = erg � 50,6251, 5700 747 570.0 583 170,0 800 170.0 631 170.0 1048 170.0 684 170.0 1585 1700 723 170.0 1345 170.0 741 110.0 5494 170.0 756 141.7 1495 170.0 758 121,5 1405 170.0 768 106.3 1495 170.0 156 IU O o 0 64 h 170.0 707 170.0 852 170,0 958 170.0 Ot 170.0 ftI6 170,0 754 170.0 1275 170.0 803 168.1 5401 170.0 837 140.6 i4D1 170.0 B58 124.9 1401 170.0 691 t96.e 1404 1700 555 83.4 5401 179.0 Wi fD O F- J 8010 170.0 885 170.0 701 170,0 1083 170.0 707 158.5 1156 170.0 876 138.7 1156 187.8 928 123.3 1150 166.5 817 111.0 1158 140.7 810 02.5 1150 H/.5 BOJ 70,3 1158 1M.5 90.1 99.4 1158 144.1 003 }-- J .{_, 631n 770.4 930 170.0 745 569.6 1048 170.0 850 537.0 1449 555.5 980 119.8 1440 t{1.7 8;q 166.5 5049 53X.0 839 95.0 1018 1255 828 78.9 I6t9 150.3 820 98.5 5049 119.9 Ste 59.9 5049 1J8.9 me � [n � }n win 1803 AS 170.0 780 130.0 055 151.3 504 i19.1 955 133.7 785 104.2 W5 121,4 775 P1.6 951 112.0 765 63,4 955 400.4 I6T 6B,S 955 BBA 749 69,6 955 98.7 748 52.1 455 @6.7 7/e z 111 rs m G •�j 720� t2e,6 803 tM.B 897 507.0 803 114.8 882 01.6 803 101,1 870 80.3 803 61,2 659 71.4 603 53.0 910 61.2 60) 78.6 642 57.5 803 723 632 45,0 603 q9.e G28 40.1 89J 89.7 1127 a mn E � �Z 761n 109.2 721 114.1 620 91.9 721 07.0 810 76.0 121 65.1 805 65.3 721 70.5 595 69.7 721 70.1 $86 54.6 721 85.4 570 15.6 721 50.4 569 30.0 721 59.8 584 3{.1 721 56,1 593 Q c.. V 7810 101.0 884 1OSA 500 84.2 084 80.4 587 722 604 75.4 679 63.1 884 70.4 587 5ai 864 04,4 $58 $0.5 684 50.0 551 42.1 SU 54.1 541 38.1 864 St,J 576 31.6 064 50.0 534 Z E .d 9050 0.5.8 514 91.9 458 54.8 Sit 57.3 448 41.0 514 50.0 ND 41.1 514 44,0 433 30.6 $14 40.5 427 32.0 654 37.3 421 *1311.1 112 23.5 514 30.4 409 20.6 614 28.0 403 _ Q tm? Z N `- n 04 CA in 54.2 452 55.7 404 45.2 452 47.0 306 307 452 409 390 33.0 452 3IIA 384 30.5 452 32.0 378 27.1 452 30,3 37} 381 10.4 452 2{,2 35E1080• 36.1 357 38.0 712 31J 357 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.D 387 20,0 299 203 13.6 157 19.2 207 11.9 357 15.0 263 41JfitIn 35.1 318 35,8 Me 20.2. 336 30.1 301 25.0 338 26.1 288 21.8 336 23.1 292 195 336 20.6 288 17.533618.0 284 276 12.5 330 14.8 27J 11.0 336 1J.q 260 x200 27.7289 26.2 297 23.1 269 23.7 259 19.(5 289 20.5 Z56 17.1 289 16.1 252 15.4 299 163 24@ ti.e 284 td.9 Z48 8 244 9.9 288 it.4 239 8.7 289 50.4 232 Q X d O O Z x TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g mO"O An4hOTCaacity Tablelbs ANCHOR .,_,,,, � �a suCCVdle 274Caxrde O.SkCfnt. Noaowa4U FN3.^oCIAU Prwo33 Maa {Dt;,,)X� =ANCHOR GAP.„„ ,; �-ac� Yt6'E1C9 iM'55 Eko Y1G Eko ild'$5 EJ[o 5105iM Mi251c41 NS2 SJCeI MULLION CACAPP., ,,,,, AnchorCllp Pailems Arxha Type '3+IP Elco UBam Ur Ekounacon 06mcon ytc EleounrDum v4•Exoutt2con AWGaor U6racm AggreGda Scre.(G5)Sun+IGS) Strcv(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR E .pn5mse n3 .t' 2-112 P 241r3178• r 2-VT i• 2-trr 2 1•im6' Y 0.48' 0,54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EMWdnw1 n taro` 1 13'4' 1 I-V4' 1 ",r 1 2- 1 1-174• I i-174• I 1-174• 1 1.114• 1 1.114• Java• L T 1 1310' 1-3 vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antrum 0 4.75•Min O.C.1 SW132(0 a(set 6 (Fig III No IDS 3W Its I 454 ms 1 890 ka %U I% I 270)5: 1 250 9a 1 a54 los 1 740195 1 374 M I %I M I Wf nas I 341105 L442= fee w OPENING,WHEN 5T IS LOWER THAN THE MULLION 4 Archers +.1s•Mm o.G.I s1an40ro aalse0 cnp 474 z7 409 r) �IA d NIA WA NIA NIA Seo m5 NIA wn Ivn WA WA 4azlas ees IM 1120 w CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArxtF4e($3'Mn.D.G.1(2I 7xb Any,CUpa7(ri431 780105 tiU ih4 15E05M 7006108 540Wa SW eras JNA 7841W 7491,: 98011: 1992IDs 582,'QS 88511, 512071: MULUON,lT WlLL YIELD AMIN4MUtd ANCHOR 3Anohon�0.b5'MIR D.C.I U0,p,94o.12P Alum.ft 4} NIA NIA WA INA NIA WA NIA WA N!A 1UA IUA NIA IOA 1073 ms CAPACITY WHICH MAY BE USED TO QUALIFY larch-IFcu OI; 1066 s 7XSms .40:10: as moa t351os 14006 ITT Na 370 IW 167105 3325» I 47310, 1701bs 22111: 2a410a ADDITIONAL ANCHOR OPTIONS FROM THE 2Awh3s01.15P Min GC1FG IFl46T 2d0 I0s 35D ltq NIA WA 1410 NM 10b R6 NIA MIA SNA NIA I WA 311 DS id214s SGO Ios ANCHOR CAPACITY TABLE, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANOARD CLIP. FRODUC'i'REVISER ns wmply4n8 with Om Fiarida F-1.009,-4 building Code Acceptant.th{�P$21Pi'O�' �rFt-Gy-URE 1: FIGURE 2: TABLE NOTES: E iretian Data ZD21 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miw Dada rr«wa' 7 i115tiUt)1j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE. 3.125" FIGURE 3: 1r ' tOEPLSTg '1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. �•.•' 1• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ND,G5705 J ANGLE CLIP MUST BE USED 4N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED f b .• '_ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED J "t1'•.v I-(� j FtGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0003-T5 AND BE A MINIMUM OF.125" �'n oii�lE F i-X 3.125'X.5•MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (t'VF MULLION) J•(�`•.r?,OyT11}'':'•`-J; # LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND C,y54., •• 'Gti'• THE MATERIAL.1110&1712 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.011410 S.S. 717 f'"+�?I'lAl. 111l01\• 11! A.LYIVNIMiLLER,P.E. FL P.E.N 58705 i TABLE 6A B N N Mullion Capacity Table Ibs#L2 OpeningWidth(forvedicany-spenringmfilons)orOpeningHeight(forhorizonlely-sparvingmlllions) �� a 501n 601n 701nBO In 901n 1001. 1201n 1401n 1601n j12U O Rectcn r Tra de Rect.09war Tm den. Reelan Ier Tr E1fS�0 901a pR tg. pR B IN eprlHerg. ReaanOJer TmplTdang. Reolan9Jar TrepRdanO. R¢gengJar TrepRdeng• Reclengular Tra{Jnieng. R4etangdar TmDRdenO� Reclenµtlm Treprnlen0. p 11Ibx:126 Loadry Loafing Loafing LoadnO Inedrp Loafing Loafing Loading Loading Lc.ft Loadn9 Lowing Loading Loafing Loadn9 Lowing Laacin9 Loafing �Y Alum.Tube Mulllon I 1 9.. _ N LL d. a� a a _$ 6 s s s. ogm rid ° W 42 n 170.0 620 170.0 435 170.0 763 170.0 478 170.0 668 110.0 BOB 170.0 992 170.0 Big 170.0 the VLO 521 170.0 1240 170.0 521 170.0 1408 170,0 521 145.0 1469 170.0 521 VIA 1488 170,0 531 J W 481n 170.7 700 INA 524 170.0 850 170.0 681 170.0 992 170.0 630 170,0 1133 170.0 681 170,0 1275 170.0 877 156.3 1303 170.0 660 130.3 1303 170.0 880 111.7 1303 170.0 680 87.7 1303 170.0 680 � d = 60.82511. $70.0 747 170.0 563 170.0 '698 170.0 831 170,0 1016 170.0 864 170.0 1185 170.0 723 156.1 1235 170.0 7!7 140.6 1236 170.0 756 117.1 1275 170,0 766 100.4 1213 170.0 7511 87.8 1235 170.0 758 W '0 S O Uln 170.0 797 170.0 612 170,0 958 170.0 091 170.0 1116 170.0 754 154.4 1158 170.0 BOT 137.2 1158 170.0 677 123.5 1158 170.0 858 102.8 1163 170.0 861 682 1155 170.0 661 77.2 1150 170.0 861 03 0 07 601. 170.0 BBS 170.0 701 188.7 1042 170.0 797 1129 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 130.6 601 100.0 1012 130.2 711 63.4 1012 125.1 782 71.5 1012 125.1 762 62.5 1042 125.1 782 F W J 63 In 170.0 930 170.0 745 151.2 092 163.0 816 129.8 992 144.4 799 113.4 992 131.0 782 100.6 002 121.4 768 90,7 992 114.6 758 75.6 992 168.1 745 64.8 992 100.0 744 56.7 992 1000 744 � 661n 185.4 947 170.0 789 137.8 947 140.0 788 118,1 247 130.3 76B 103,4 947 117.7 752 91.9 947 108.7 738 82.7 947 102,2 727 68.9 947 85.1 713 59.1 947 01.0 711 51.7 947 94.0 111 Z C.0 z� m 72h 133.8 649 1127 737 113.2 6;9 121.6 722 07.0 619 100.9 7O8 84.8 848 98.4 686 75.5 BIB 60.7 e8B 67.9 949 62,7 675 66.6 849 76.3 659 18.5 BIB 726 652 125 BIB 728 651 D• u gZ ' TB In 115.5 762 120.7 665 09.3 752 103.6 652 62.6 782 90.0 640 72.2 762 80.8 629 81.2 162 74.2 620 67.8 762 69.2 613 48.1 762 62.6 602 41.3 762 69.9 597 36.1 762 69.1 595 J _6 `s Q J V f 78 N 1C6.B 721 111.1 671 89.0 724 94.0 621 76.3t12 608 66.8 721 71.1 699 69.4 724 68.1 691 61.4 724 83.4 563 63.5 724 57.3 673 38.2 724 51.3 687 338 721 63.5 585 r J ..• 901, 69.6 by 71.8 .403 58,0 513 60.7 474 49.7 468 43.6 613 47.1 456 38.8 613 42.8 452 31.8 51] 10.5 4{6 29.0 613 31,9 136 2/.6 643 ]2.1 430 21.7 643 10.7 426 Q 2 BBN 57.3 478 58.9 127 478 476 49.7 119 /O.B 412 75.8 478 38.6 106 JI.B {7B M.e 100 28.7 176 320 385 23.9 ITB 28.1 386 20.6 176 25.6 JBO 17.9 478 24.2 378 1081n 40.3 311.1 341 33.5 377 34.6 335 28.8 330 25.2 377 28.8 325 22.4 371 24.0 321 20.1 377 22.0 317 16.8 377 19,0 310 14.4 377 17.1 304 (nIII In 37.1 ]57 77.8 123 30,9 SST 31.8 318 283 313 232 357 24A 300 20.6 357 22.0305 16.5 357 20.1 301 15.4 357 178 281 �210 24.5 308 28.1 271 21.0 270 18.3 306 19.2 267 10.3 Soe 17.3 263 U Q 1441n 17.6 212 17.2 196 a e- )-uo, Q TABLE 6BANCHOR CAPACITY ADJUSTMENT FORMULA: ;g Anchor Ce ecl Tabte Abs s 13 L suD,lmle: 2.7R Cororem 3.Sk Cmc. Hollpw GaU Filled Chou PT wood Metal (OP,)X(ANCHOR CAP.,,,,,,,,)=ANCHOR CAP.,,, C 5'16'Eko 714'66 Eko 5/10•Elco 11'Be Elco 6370 Steel N12 Sleel 112 9feN MULLION CAP.,,,,,,,, Anchor Type: 3110'Eke Ullrecon 114'Eko 11146.0. 3'18'Eko Uuecon 174'Eko UlOecon 'ARchorCllpPettems Ullrecotl AggreO¢lor Ullmcon Aggrecal« Sa_(O5)Sa"(G5) screx(G51 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge gslonce(Ink 1' Z-1R' 1' 2.12' NIB' 1' 2-1R' 1' 2-172' 2' 3118• 2' 0.48' 0.54• RNO • CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in): 1.314' 1.314' 1.314' 1.314' T 1-174• 1.114• 1414• 1-14' 1-163• 1.114' Y 1316' i VB' ACTUAL PRESSURE REQUIREMENT FOR THE - 2Anclpma4.76'MIn.O,C./SterMardor OPse1 CII (Fig.1627. 390 lb. 39010, 450 lbs 8901bs 104414, 27010, 250 lb, 354 lbs 740 1b. J741ba 68414, 046 lbs 3411M 44215, , OPENING,WHEN IT IS LOWER THAN THE MULLION -' 4 Anchom Q 2.25•Min.O.C.I Standard lot Onset)Clip(F4.3} log lbs' TOO lb, 580 IDs 1410lb, 05210, WA 66014, NIA 630 lb. WA 880 lbs WA 682 Ibs 0851.0 Its CAPACITY(FROM THE TABLE)OF THE SELECTED B Ambo.Q 1.15•Min.O.C.I Sleodard(cr08se0 Clip(Fig.4). 06014, 1400163 WA .NIA WA WA 7601b5 WA WA WA WA NIA 1383 to, 1770 ID, a MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchom T Min.O.C.112)W Angie Gips I(Flo.5): 78010, 780 lbs 6BO lbs 15W Ibs 1696 IW 540 lbs 5601bS NIA 160%3 746 Its NO lb, 1892 lbs 882 lbs 8651b,_ s CAPACITY WHICH MAY BE USED TO QUALIFY 6Arclgr8a]'Min O.C.Y(212z5 Arpk Wpn l(FIg,6): 11701ba 1170IDs 1020 fbs 214010, 2844 b, Bio Ws- 81010, wn 111014, 11221ba 1320 As �N30 1022Iba 132715, 4, ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anctwc 0.45'Mht.O.C.I U{21p,Into6_Atom.LF 7t NIA WA WA WA WA WA WA NIA WA NIA WA WA NIAba ANCHOR CAPACITY TABLE2 Ancbora Q 2 25'MIn.O.CI F421D lFp.81 350 P. 350 Ra 2901W 7051bs 470 Aa WA 2801ba WA 315 As WA 440 lb. 341 Ib, 1/2163ae.RamplyiUC n6 with We FlOcirba 4 Anchom 0 1.15'Mkt O.Cd F-C11D ft.9t /BOlbs 700lba WA WA WA WA 380163 NIA WA WA NIA68216, am"Ibs 1)nrlding Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VAI 1.000'ES AS THE STANDARD CLIP. 'i I`` AcecpW.cc m,)(pbzl a,O 3_ Expimtion DaleZ,., z[ TABLE NOTES: Hy FIGURE"i: FIGURE2: FiGURE3: FIGURE 4: FIGURE 6: FIGURE 9: Alianli da Pro 51 II s �o�r�l)i e • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \\ / • • • ' SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. . f ' I ( • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �` 00="I 'lie F • � - L •-•�i - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000" _ jI,3 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 7,O a- (Y= 16 11.1 • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED Sri",1-. • t ,I I • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW _1.125. LU P. �(j•,: !!'ll' ° • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEELi r, '• \. L STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK Irl AN' _T CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1117 I r I 1`11 P.E.VX X 4'X.N A.LYNN Iv.4 58 0 P. #12 ANCHORS INTO WOOD MAY BE STEEL,1&8 B.S.OR 410 S.S. MULLION - - FL P.E.#58705 TABLE 7A 9 n Mullion Capacity Table Ibslft' X� F Opening Width(lorvertca'ty-Bpamtng 1gn mulcols}or Opantng He lit par nonzorta117-spsruning million s} GW k a ,60N So In 70 to 801n g0 in 10oln 1201n 1/0h 160h a IfXdX.37e. Rec+anytas T:apRs7urg. Reetsngidut Tsap+Tdatg. ReStanp7lar hap7Tdang. R1ttan9dar Tmptfdang, Ractmsgifiar Tr",MSn9. Rectangular Trap'Tdw. Re9tOng07ot Trep7TdanB. RectanBder TmpRdan9. Rastanµ8ar T1ap'Tdavp. qx .LooN+g" Loddng Lendng LoadMg Loadln9 Loadnp Loadnp Loedl.S I.WhIl L9adnp Loadnp Lnedna Loading Lowing Loedhg Lowing Lmdln9 Loedng SY £,• Alum:Tubu &"T'• �• r 'a r z^ • p 2- p a a 'WMullion '.. ,. r r i N.� ,� ,G_ _al Ilk, s� asO421d"-170.0 .020 170.17 475 170,0 744 170.0 476 170.0 868 170.0 5% t70.0 992 170.0 519 170.0 1110 170.0 521 170.0 1240 570,9 521 170.0 1485 170.0 521 1735 170.0 521 fTp.O 1983 Ilan 527 J W 48 in Ilan708. 170.0 524 170,0 850 170.0 584 570.0 092 170.0 630 170.0 1133 170,0 661 170,0 1275 170.0 677 170.0 1417 170.0 680 1700 1700 1700 000198] 170.0 680 151.8 W24 170.0 660.825,n 170.4747 170.0 563 170.0 698 770.0 631 iTO.v 1048 170.9 684 170.0 1195 770.0 723 770.0 1345 170.0 747 170.0 1404 770.0 756 174.0 1741 170,0 768 5914 170.0 756 136.5 1918 170.0 766 v 541n 170.0 797 Ilan 612 Woo 950 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 1T0,0 637 170.0 1594 170.0 856 159.9 1709 Ilan 861 137.1 1799 170.0 861 120.0 1799 170.0 881 m O W 601. 170.0 885 170.0 701 170.0 1063 170.0 787 170.0 1240 170.0 878 170.0 1417 line 944 170.0 1694 170.0 096 155.5 1819 170.0 1033 129.6 1819 170.0 7083 115.0 1614 170.0 IOOJ 97.2 1619 170.0 lO6J F J 631n 170.0 930 179.0 745 170.0 lite 170.0 050 170-0 1302 170.0 940 170.0 5468 170,0 1018 156.7 1542 170.0 t076 141.0 1542 170.0 1122 117.5 1542 168,5 1160 504.7 1642 1$7.9 1157 05.5 1542 767,9 1157 ,G 661n 170.0 n-74 170.0 789 170,0 1159 170.0 003 170.0 1381 170.0 1002 160.6 1472 170.0 1906 142.8 1472 168.6 1148 128.5 1472 158.8 1130 107.1 1472 147.8 1106 91,0 1472 148.0 5104 60.] 1172 148.0 1104 z U7 y° m �i 72 In 170.0 1063 170.0 078 110.0 1275 lice 1009 150.8 1320 186.2 1101 t32.0 1320 149.9 1082 11].3 1320 t3T.e 1488 105.8 5320 128,8 1949 66.0 1320 117.0 1021 76.4 1326 tY2.e 1013 66.0 1320 112.5 1052 W� Z A fi 8 161. 170.0 1122 170.0 977 149.6 1164 159,4 1033 126.2 1164 139.9 994 812.2 1164 125.7 978 99.7 1184 115.3 964 89.8 1184 107.5 952 74.8 7184 97.8 935 64.1 ttM all 927 f8.1 1184 92.3 925 Ls 4 J �t S-° 701n 166.1 1124 170e 987 138.4 1124 147.0 905 IWe 1124 126.6 947 103,0 5124 115.6 931 92.3 1124 105.8 918 83.0 1124 08.6 906 69,2 1124 89,0 poo 89.3 1124 04.3 881 51.9 1124 83.2 870 90 to 108.1 844 111.6 750 90.1 044 94.3 736 77.2 844 82.5 724 61.6 844 73,3 T12 60.1 844 66.6 102 54.0 644 61.4 893 *5021.1 678 38.6 864 60.0 668 33.6 844 47.7 662 Q 9G In 89.1 742 91.5 663 74.2 742 77.2 652 63.0 742 67.2 641 56.7 742 59.5 635 40.6 742 SAA 622 44.5 742 $31,3407 600 31A 742 39.6 690 27.8 742 11-5 SB4 � in J � � � 610 djr too in Oi.G -186 -619 530 62,1 568 53,8 521 44.7 508 46.6 553 39.1 586 17,4 605 34.5 666 37.3 408 31.3 506 464 22.3 588 28.6 472 78.5 SB6 24.7 415 M O' o' tti in 87.8 555 58.8 .'FA 48.0 615 49.5 495 41.2 855 42.9 187 36,6 655 38.0 489 32.0 855 34.2 471 25.8 655 457 29.8 555 21.3 448 16.0 555 22.4 442LU Y 1T0In 45.8 175 4LA 433 3A.0 475 3P.0 428 32.6 475 ]1.7 120 26.6 475 29.6 414 26.3 476 28.8 109 22.8 475 395 16.3 475 18.7 307 14.3 475 17.2 Sat U Q > j x > ? 141 to 26.1 330 26.7 305 22.9 330 224 7tH 76.9 330 19.3 297 16.6 730 17.0 2'93 a or Z Ta Q TABLE 7g ANCHOR CAPACITY ADJUSTMENT FORMULA: O�O Anchor Ca eci Table fibs) It g , �� substrata: 23%Coresete 3.5k Cmc tbvax CMv Flpea CMU PTwoOd Metes (DP,„)X{ANCHOR CAP.,,„,.",}_ANCHOR CAP-,„, 5756 Eko 174•S6 Eko 5x58 Elco 174 6S Elco 010 SIOe1 012 Sled 012 Sled MORMUL CAP.,A",.,,,/ Anchor Citp Patterns A«hon Type: 7116'Cleo UlVacon 114'Eko UBrecm 3'1A'Eko UIV«On 174'Eke Ultrecm Uttr«m A99+ocata unmc9n A9pceGatos Bcrex{G5}suety(Gs) 5crsw(351 USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Distance(in). I' 21rr t' 24W 3-116• r14TA 2-tr2^ V Zan' 2' 3.1f0• 2- 0.46' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emmdmmt(7. taro^ 1-3r4• 1.714- i-3+1-' z 1-114' I-t1-• 1-u4• 1-114• lata• 2' tate' 1316• woes AGTUAL PRESSURE REQUIREMENT FOR THE 2Anch 4W4,WIll..O.C.I Stendo(I Mel Otlp tfV,182k 3901bs 3Wlb5 450 lbs 690 Na 1644 ros 260lbs 354 IM 740 lbs 1741« 1-M lbs 9461- NII 442164 560 Ns OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amho -A 2.25'MO.O.C.f S%nd.d(ec Oftel)Cnp(Fig,3): 7001b5 1001- 5801- 14101- 952)955041bs WA 630 M. WA Sao t WA o82lbs 64511�c 1l201M CAPACITY(FROM THE TABLE)OF THE SELECTED B Aswiwrsu LtS"Mln.o.C.t SUndeed(orO6sep c6p(F1p.{k 969 A+s 1400164 WA WA WA760164 NfA WA Wn wA wn 7163 ros molbs xz+o roe MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchone g 3^Min,O.C.I(2)2e5A01e Gips 7(Fip.5):780 ros 7601- 080 IM 1560164 1890 ros 560164 WA 780 I- 1481- Boo IDs 1692}- 6821- 6851. 11201bCAPACITY WHICH MAY BE USED TO QUALIFY 6 Anebnrs U3'Min.O.C.i t2)235 Angie COPS i(N.61: 11707- 11701. 5970 ps 2340tbs 2844 ros MO SM tUA 1540ti22 tM 1320 toe 28351- 10221os 1327781- iGev lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 A.has a 0.45'Mh.O,G I UGOp,Into.125'Aum.(FSP.71. WA WA WA WA 8A WA N/A tUA WA WA WA WA NIA 1430181- ANCHOR CAPACITY TABLE. 2hreKors@225 min.9.01 F{71p(Ftp.87 350 X+s 350 tM 290 @s 705 iM 476105 N7A 289164 tUh 315185 WA 4405bs WA 3411os 4421- 5501- PRODUCTREVISED 4 Ancha9 Q J.IV Mh,O.C.I F-al F 9 450164 700}64 WA WA WA WA 3801bs NIA NIA WA NIA WA 602164 OBS IM 1120 Ns ns Complying 5vilh slm Flixida v1 q. l Huilding Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'^j 1.062' --^j 1.600' f-- AC00p(nnroµ1 16-07,115.03 C pis"m Date 2021 ' TABLE NOTES: By FIGURE 1' FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miam'Do o Prodg! uct Co • • • • • • • • • • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7(i n i f I >>> 1{LYPkd ialj7 r7jii 2)LINEAR SNTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE ol e • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 4,000' 4.060" ~_t4 ' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, _- `- FIGURE 5: 'FIGURE 6: FIGURE T. _ - 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 4 ° ° • ° GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE f1 ti (,a n4'b h • o t •n a. e � I�6 PRESSS RE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 6.55.ALUMINUM SHALL HE L -; .'^r.• rt •'r:?•.. 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' .375" 0375" ^ •OR�C)".• THICK 18 GAUGE STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS S' "� ANGLE CUP(FI TURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.810&912 VX 4'X.375- I t"X 4'X.375' A.LS NN'MILI:tk P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. "T"-MULLION MULLION FL P.E-#58705 TABLE 8A Mullion Capacity Table fibi AR Opening Will(forverlIcally"spard mUYots)aIOpantrig Height(for horIzortAlyspamingmulic ) �>r - 50 to 60 In 70 to 90 to 90in took 120 in iSOh 160 to p �1 O 1.26"x Rkt.owlar Traprtdang. Rectangular Traprntang. Rectengutar T opal ftrotenguler TraplTdong. Recleng�ler TraptTdang. RoctenWier TranJTdu+g. Rectangular TrnpRrIll Rectan9ufar Tmprrdang. Rectenguler TreprtAang. �7 a s Wading Loading Loading Wading Loading Loading Leedng Loadou Loft Loafing Loading L.codng Loadog Loading Lt. r; loading taadn0 Loaning oY U 3,188"x .286"Alum .. Tube Mu s�. $a� x=. � s a �� sem. �� G �� s� �� .� s=. � s $ s s=. x o: s �� s �� O •-� W 421n 170,0 Site 170,01 435 170,01 744 1 170.0 1 476 17D.0 I We 00.01 508 170.0 992 1 170.0 Me 170.01 1118 j 170.01 521 (70.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 151.8 1769 170.0 521 -1 W 48 In 170.0 708 1170.01 524 110.0 850 1 170.01 584 170,0 j 992 170.01 630 170A 1 11331 170,0 661 170.01 1275 1 170.01 671 170.0 1417 170.0 600 {54.8 f548 170.0 860 1327 1548 170.0 680 116.7 1646 i70.tl 080 _ 50S25 In 170.0 747 110.0 583 '70.0 I 896 I 170.0 1 SIM 171 1 1048 170.0 684 170.0 1105 170.0 723 570.0 I 1345 I 170.0 747 187.0 1468 170.0 756 138.2 1466 170.0 756 119.3 t4Se t70.0 766 104.4 1488 170.0 756 641n 170.0 791 170.0 612 170,0 956 170.0 681 170.0 1116 170.0 754 170.0 1276 110.0 80J 163.1 {376 170,0 837 718.8 1370 170.0 656 '2210 1376 170.0 fist 14L8 1376 170.0 861 91.7 1376 170.0 Bet m 4n M 60 to 170.0 $36 11 70t 170,01 1063 170.0 797 158,9 1(511 179,0 1 878 139.0 1158 107.4 no 1123,8 1168 156.8 j 979 111.71 1158 1s0.0 912 92.7 1158 184.8 633 78.4 775E 114.8 905 88.5 1155 144.8 M [-- W � J 631n 170.0 1 170.0 1 745 160.1 1 1051 1 170.0 050' 137.21 1051 155.9 582 120,1 1 1051 1 142.0 848 106.7 j 1051 1 132.3 837 96.1 1 1051 1 125,7 830 8011 1051 51915 822 85.8 1051 119.1 621 60.0 1051 5194 621 -- 661n 157.1 67 1711 760 130,3 857 151.6 005 119,4 957 134,0 790 104.1 057 121.6 177 92,0 957 112.8 767 63.6 957 108,8 759 68.6 957 100.0 750 59.7 957 98.9 748 62.2 957 99,8 748 Z --I r 721n i20,X 804 135,2 688 107,3 8111 116.2 Set 01.9 894 101.3 671 80.4 801 91.4 860 71.5 804 eLl 650 81.4 804 78.0 843 53.0 804 72.3 833 48.4 804 89.8 829 40.2 804 fi9.8 826 � �g �U3 76 In 109,4 722 1%4 630 81.2 722 97.2 618 78.2 722 85.3 BOB 58.4 722 71 696 60.0 722 70.3 568 64.7 722 65.5 660 45.6 722 69.6 570 38,1 722 118.7 685 34.2 772 66.2 564 Q "2 76 In 101.2 505 Al See 04.4 685 69.6 $88 72.3 885 78,5 577 46.3 886 70.5 we 60,2 665 64.6 560 50.8 885 60.1 553 422 685 54.3 543 38.2 685 51.4 537 31,6 685 SO.l 538 V--- N 90 in 85.9 515 ill 457 54.0 .615 57.5 449 47.1 515 50.1 441 41.2 Sur 44.7 4}4 36.0 $15 40.8 428 33,0 515 3TA 422 27.5 515 33.1 813 23.5 515 30.5 407 Z0.6 5f5 28.1 404 � N � Q X Z h co ABIs 64.3 /5] 65,8 404 45,3 453 47.1 397 38.8 453 41,0 391 33.0 453 364 385 30.2 453 33.0 3 79 27.2 453 30,4 374 22.6 ISS 28.6 368 10.4 IS] 24,3 360 17.0 453 22.0 J5G O e� WS In 38:1 350 34.0 323 31.8 358 32.0 318 21.2 3% 28.4 39 23.6 358 25.2 306 21.2 35B 22.7 301 19,1 356 20.6 300 $5.8 358 18,0 293 M 111 M, 35,1 7711 35.8 306 20.3 376 30.7 301 25.1 398 25.1 287 22.0 330 23.2 2'03 19.5 736 20.9 288 17.6 14B l9.1 285 X 1201n 27.8 290 2a3 264 232 290 23.6 260 19.9 290 20.6 258 17.4 290 182 253 15.4 290 16.4 249 () N d O 0 144 in 18.1 201 18,3 186 a$r Z rn TABLE SBANCHOR CAPACITY ADSUST6fENT FORMULA: tY ma AnchorCa acl Table(Ii ANCHOR CAP.,,,,,,,, $ubSiratB 27x corcrete 36x cox. Rdia+r t74U FtBadGMu F7 wood F3d># (DP,)X{/ ANCHOR CAP.,,, 516•Elca V4'86 FJCo d16•Eko 114'SS Elco NIO Sled 1112 Slaal 1112 SIOaI `MULLION CAP.,,o,,,,,,,� ^`AitOhorCllp Patt9ma Anchor type.k3fi0' O Varacm IWEk0UNMOn VIVEICOUI-W tl4'Exou6racon aGatOc Loretto A nCal scret+{G6}Strex GS) Sar 5) USE THIS FORMULA TO OBTAIN THE"ANCHOR UBracan Agp S �'Edge asiarce n2.112 1' 2492• 3-UB' 1• 2-tr2' 1' 2-v2 z 3;1r 2" 0.46' osa• D.3z4' CAPACITY REQUIRED'CORRESPONDING TO AN Em4ednenl n far' taro• ta'P z• t•'r4• t•11a• 5-114• 5-V4' t•5r4• 1.114+ 2 ta.'e• fare vdtles ACTUAL PRESSURE REQUIREMENTFORTHE2Ancron®d.79 Min O.C.t SI81t08V or Oes6l Cup g1T 3tAISS 450IOS BBO tCe 16a41b5 2701os 2009s 354IOs Tao loo 374105 1ib41oa 916tH 3411bs 44211E 56011[6 OPENING,WHEN YT I5 L0WERTHAN 7HE MULLION4 Archon @ 1.15:Mln O.G I SlutOaN(a Gael(COp(Rg 2) 700 roe N/A wA N!A N!A 36010s NIA WA N!A WA tUA 682465 BBs fos 1120 rcs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctnn Q3'M7n:O.Gt(2)2c5 An91e4:t¢st g.3y 7ffi1105 6801ns 1560 Ra tite6lo5 6467bs 5601[6 titA 7601bs 748 roz BffiM 18927[0 682Ws 885 tr6 stat x11 MULLION.7T WtLL YtELDAMtFitMUM ANCHOR 4M[tnr94310.45"MIO O.C.l61Ullp.Into.125 Atom Ig.b ILA WA WA WA N/A IUA NIA _..IVA__ WA_ . _ILA_ _wn_ N/A_ _ILA 14308'6, GAPAGIT_Y_WHICH MAY BE USEDSD QUALIFY r_-= 7An:lurtFC9p 95 796IDs 196 ke 225 tbs 445 tts 872it5 135 A5 140 to 177 tOs 370146 107 tos 3321 475 M8 1760115- 2211146 290 tM ADDITIONAL ANCHOR OPTIONS FROM THE 2 An,:hon@1.19 Min iF4:np 0111 240 ns 3501bs I4rA WA Nrn N!A 190146 N/A WA iwA WA 3711bs 442 aE 660 ItE ANCHOR CAPACITY TABLE. PRODUCTIl NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. as complying with aw FlaiBa Buildiri FIGURE,ly _ - FIGURE 2: _ - .'- .. - --- - - - - - -' - - - -- -- - expml1101iDalVI; G . _621 -+ , -TABLE NOTES: _- _ - � y-,267,'! • * 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mimni de Product Cal f - ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. {{t t i t t t r 7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 33)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE t ANGLE SHEETS 21-23.HOLES TO BE DRILLED iN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS , CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Pl°'53(Ga 285" !i .. M _ •.. BE USED .�-�' ' IN PAIRS. 1SPECIFICATIONS.HOLLOW AND = 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30 1 F43:i£._$: FIGURE u: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFQRM TO ASTM C-90.WOOD SHALL .Ut-• j BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE r l;:<:1,., ,TAi t! r +g 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND t i fi747 1.25'X3.106'X,265'MULLION .`.� .• \� '� j� �' .045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST,125"THICK AND A36.ALL (1-174"VF MULLION) 'i 'goes � ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. t., LLEt r i�i '; ¢� `1110 6#12 ANCHORS INTO WOOD MAYBE STEEL,78-8 S.S.OR 410 S.S. A,LYNNIMIR,P.E. u._ FL P.EA 58705 TABLE 9A - s ^ Mulllon Gnp.ofty Table(ibeffe) x rd >3 Opening Wldlh(for verlIce(y-cparinIng mu0lons)or Oponiag HelgIII[for hori2ontalti-sparednp m5lllPrrs},^ �x�' Q 60 In 70111869. 8o In 1001n "`i20'�i 140111 i60 h W C4 paler T61YU 119 R9Uer,9War TwpTdane, Pa41an94t4t Tmprltian0. Rdcia'npaat TrapTrlan9 44ten9ular 1 T.jYTdena. ReC1Ma41ef TrepTde 9 ROeteoOWac TrepTde-g, Roclang iar Tw Mien0 R-el-wWa7 T.PfTdom p g yd L'"m Loodne tonna taadN9 Lan&W L.An (wofg) L..4N L-1.0 Leadn9 toad'm0 Loadng to®d�rp} L.&,,9 Cnadin0 Laadvp Laa0n0 Coadn0 qi x U A1i3m it t i & G dP E 8 a 3 z 170.0 '820; 710.0 435 170.0 7df 570.0 diB 170,0 BOB 170D S00 170,0 092 170.0 519 170.0 1110 170.0 S21 167.7 1118 IlO.P 521 1700 621 1096 1170 170.0 571 145.0 1118 170.0 521 W C`4p 4s Be 708 110.0 524 170.0 850 570,0 584 161.0 978 i70A We 146,7 878 170,0 681 130.4 078 170.0 877 117.3 978 iT0.0 843 87.8 978 170.0 680 83.8 878 iT0.6 880 73.3 978 1700 880 j 121 50,025 h 110,0 711 170.0 603 170.0 898 170.0 631 150.7 027 1700 884 IMA 927 160.6 708 117.2 927 158.1 099 105.5 927 156.3 896 87.9 027 158.3 695 15.4 927 156.3 695 65.9 927 150.3 695 fr' � 5410 170.9 797 170.0 612 154.5 809 1700 691 1326 889 1538 683 555,9 869 145.8 669 101,0 669 534.0 680 82.7 869 1298 854 Ti 058 528.8 652 6$.2 860 128.8 b52 $7.8 0$8 128.8 652 U.1 d O O 6014 - 147.2 766 CO 153.9 871 119.4 740 132.3 620 102.7 746 117,8 608 89.5 746 107.8 599 79.6 748 101,0 692 71.8 746 96G 587 59,7 746 93.3 561 51.2 746 83.3 583 44,8 748 973 583 83 In 123.1 877 F73.7 579 103.1 671 113.2 566 88,4 677 100,4 655 77,3 871 91.4 640 68.7 977 05.2 579 61,9 877 $1.0 534 51.0 871 77,0 620 44,2 677 76.7 529 Jfl.T 817 70.7 529 H U 11) J S 66 N' 107.0 617 630 89.7 617 07.6 610 76,9 817 [50�6372 67.3 877 78.3 800 59.6 617 T2,0 494 53.$ 617 68,1 409 44,8 617 84A 483 30.4 617 63.7 482 33.8 biz $].7 482 C -+8 82.9 518 450 60.1 510 74.2 440 592 518 61.0 618 $0.8 425 48.1 510 64.2 419 41.4 518 50,7 414 ]I S S18 40.6 109 29.0 510 45,0 405 76.0 618 45.0 405 z m 768.`�70.5 465 406 58.7 465 82.8 398 i0.3 485 it.i 405 i9.i 384 39.2 465 fi.l 378 15.2 IBS 47.2 37i 28.A b85 30.3 367 25,2 185 30.5 361 22.11 465 J8.2 Jb37014:,83.2 Ill 387 54.3. 111 67.7 770 46.8 Ul 4ea III 45.4 368 36,2 441 /l.8 J60 72.6 141 18.7 158 27.2 441 34.0 149 23,} 441 33.1 366 70.4 441 12.7 365 ,j00 in 42.4 332 205 35.4 332 37,0 289 30.3 332 26,5 332 29.8 280 23.8 332 26.1 210 21.2 332 21.1 272 17.7 172 21,7 260 15.2 332 18.6 262 17.3 JJI 18.7 260I"9G kt 3SA- 281 260 29.1 201 30.3 258 23R 291 21,9i7.5 291 79A 241 ti.6 28S 11.1 238 12.5 291 13,6 292Z100 in 21.8 230 25.1 200 20,5 2J0 21.1 205 11.5 230 16A 230 10.2 100 ~ X yy O,.O $,,,�T4?g 22.8 2t8 23.5 107 i6.e 2S8 54.i 194 10.2 218 i8.8 lot 14,5 218 14,9 188 '01 'r+ 0 gY 120 to Ito .1 18.2 170 11.9 197 15,3 187 Q. X O 0 CL°r �m0 O TABLE 98 ANCHOR CAPACITY ADJUSTMENT FORMULA: AncharCapadt Table ( Nen.CMU Fund CMU PT Waed Mew OP< ANCHOR CAP.,,,,,; . sumt�ata: 21k C4M4161e 3.Sk sono, { }Xl }=ANCHOR CAP.,,, 6110'Elco 714'SS Elep 5tle`Elco 114'SS Elco 010 S(O 912 Sleet 1112 Sletl Anchor C)Ip Pattema Anchor Type: 7716'Elw Ullnean 1M•Eko-nban 918'Elao Utirocon Ill'El..Ulimeon ( } } USE THIS FORMULA TO OBTAIN THE*ANCHOR UaraEn m*ss ata UtVepon Agpre4atot S01eH OS Screw{06 Screw led Edge Distowe Mk t' 1 2.112' 1 r 2.112' 34WV1351b� 2.112' r 2-Irt' 2' 3.118• r 0.46` 6.54' 0.3zd' CAPACITY REQUIRED"CORRESPONDING TO AN Embedmem M) I-14' taV' 1.14• 1-31V Y 1.114• 1-114' 1414' 1114' 1-114' 2` tale' tale• •edea ACTUAL PRESSURE REOUIREMENT FORTHE 2 An9Tias Q4.75'Min.O.C.i Standard a ollsel an,lFla.11 390 Ws 343 roe 450M 890 ibs 1644 roe 200 itw 754 Iba 746Its 3741bs inmi. li-Im .,I. 442IDs 586 too OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Annals 61.15'Mln.O.C.I Slandud(a Olken Clip(Fig,214 deo Pre 700 tea WA WA NIA380 lbs WA NIA N/A WA WA 6821b. $9u lbs uzo Ios CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arahae G 3'Min,O.C.7(2)2115 Angie Clip.1(Fig.3) 780 Ws 7�tba 680Ibs 1589 the 18%Rae 660 Ib. WA 780 ibs 748 tim 800 iba Ion IIA 682 NS Nom 1520 @8 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anohom a 0.54'Mln.O.C.i U-01p,We.tar Alum.(Fig,4F WA WA WA WA N!A WA WA NIA WA WA NIA WA NTA 850Ias CAPACITY WHICH MAY BE USED TO QUALIFY I Arohot f F-ab(Fig.5} 195 tar 1951bs 225 In, 4451011 82211» 140 Inn 177 to. 370 ft 187 ibs 332 t✓w 473 @s 1101bs 221 lbs 280 ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amtare®1,15'Min,O.O.r F-a1p(Fla.O). 2401bs 350 lbe WA NIA NIA 19311. WA NIA WA WA IUA Metes 442111. S601be ANCHOR CAPACITY TABLE. ^R(n7UC'C rEVISED m Contpiying with dw Florida 11,0ding CodoAC- 4 1✓� O FIGURE t - FIGURE 2: L250 x14 mNbn DI, 4P rI} TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION B * ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, j,ti Dada Aroduct 11li No ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y FIGURE 3: .;2n`............1lrtrif ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' .a :.•�3�Eh!SL i 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. Ido 11117 reg . IN PAIRS. ' ) ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND 100, F)GUR` 4:. FIGURE 5• FIGURE 6: GROUT-FILLED 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 '7 6063-T5 AND BEA MINIMUM OF.100'THICK•STEEL STUDS TO BEA MINIMUM GRADE 33AND •- .045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36,ALL i * 1 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .25'X 3.25•X.100' rr.��S� 1""�•» �;<i�� MULLION 1110&412 ANCHORS INTO WOOD MAY BE STEEL,18-8 S,S.OR 410 S.S. A.-LYNN MILLE♦�,P.E, FL P-E.#58705 4 BLE T�,BLE -�•- _R - Mullion Capacity Table Qb9tf@) Opening W4dth(for veNlce9y-spelning mullon9)or Opening Helght(for hadzodelly-Spenning mullons) �st4' Sol. 601. for, BO in so in i0e in 120 in 510e, 160 in s' 125%32.8 Reetarp4lef Treytriang. 11.0 pular Tlapfrdan9. rt.dlgNu Tnp•i'dug, R.dmglu Tnp7dag. Raclarg4lar Ttap(rdang. Raclargd. Trgarimq, Retlan941at Tmp,Tdsig. R9dangulat Ttep^Uan9. 11c1i-0dar T*Tfl-ng, o: K t %.111 Loeiiing Landing Lo11dng toadng r twit Loading V ton Cn9 LoM ivo Y toadng^ Losdng Loading Loading L.M9 L.ding^ toedhg^ Looting Laa6nir Landing sx U Alum.Tube.. & 1 $_ a a s� a s� a a_ , _ €G •6„ ,. s a It a 1 Mullion I c aG�a �� F 'r �G a as s• s � a se d� a �g it �9 a �9 e€ ag cv u' u" uv u u uv u u> ti uo u u u u9 u ue a uo u uv u u o u tin u va u Ue ca =a Fe a =a b `a s' spa �� k r g � a 1'g- ?a U) ILL �3 �a � � '€ O F !i i 1Ttn" 620 1110 435 170.0 744 170.0 470 VDA 868 170.0 606 110.0 992 170.0 519 170.0 ills,170.0 621 170.0 1240 170.0 521 170.0 1188 170,0 527 170,0 1735 170.0 521 170.0 1983 170.0 521 LU r dein 170.6 708 170.0 524 170.0 850 170,0 684 478.0 992 170.0 530 170.0 1133 170.0 661 170.0 1275 /704 677 170.0 1417 170.0 680 176-0 1700 170.0 680 169,7 1979 170.0 680 146.5 1979 170.0 686 1 54.676 its 170.0 747 170.0 563 170.0 096 11D 0 631 RDA 1616 170.0 604 11 A 1195 170.0 123 170.0 1346 170 0 id7 il, 1494 170,0 766 170,0 1797 170.0 756 1525 1877 170.0 766 IJ3.5 1817 170-0 756 a a C 6i In 770.0 797 110.0 612 170.0 956 170.0 691 170.0 1776 110.0 754 110,0 1276 170.0 603 170.0 1431 570.0 037 170.0 1594 11.0 056 156.{ 1759 170.0 861 176.1 1169 170.0 861 117.3 1759 170.0 661 m C7 F'" 60 In 170.0 855 170.0 701 1700 ID63 170.0 791 1700 1240 170,0 870 170,0 1417 170.0 944 HIA 7517 170.0 995 145-0 1517 170,0 1033 120.8 ASIA i70.0 1061 5026 5311 1700 1063 90.6 1611 170.0 1063 8 tMt7 J 631, 170.0 970 170.0 111 170.0 1116 170-0 1150 170.0 1702 170.0 910 166.6 1370 170.0 1016 139.2 1770 ITDO 1016 125.3 1710 164.0 1082 101.4 1770 155.9 5012 89,5 1]TO 155.7 1010 78.3 1370 555.7 1070 LU m 66in 170.0 974 1701 789. 170.0 1169 170,0 903 155,8 INS 170.0 1002 136.2 1248 136.6 1013 121.1 1240 147.1 1040 100.9 INS 139.0 909 98,8 RIB 530.d 978 77.8 7260 129.0 975 88 1 12tH 129.0 975 Z I z6 rG T,21n 1167.5 1019 5700 516 179.9 1049 150,2 892 119,9 1049 1321 875 104.9 1049 119.1 160 912 1049 109-7 848 83-9 1019 102.7 838 69,9 1049 91.3 025 59,9 Y649 91.2 820 524 1N9 91.1 824 F a 0 761n N2.T 965 563.1 822 718.9 911 126.8 1105 101,9 911 111,2 191 89.2 957 100.0 777 79.3 941 91.7 766 71.4 941 B5.6 767 59.6 9dl 71.6 7M 51.0 911 14.0 737 44.6 841 73.3 136 a ^Z 784n 532-0 894 1374 783 1 M .894 116.9 767 94,3 891 102A 153 82,6 8% 91.9 740 73.3 894 84.5 710 66.9 891 78.3 727 554 B% 78.7 707 47.1 894 67.4 791 d1.3 891 65.1 6911 a Y "in 65.9 6?1 08.7 596 71.6 671 74.9 5115 614 671 60 575 53.7 611 58.2 566 4T,T 611 52.9 555 d7.0 671 484 911 35.0 1171 13.1 674 30.7 671 39.7 571 76.9 671 37.9 526 l'- CNO 86 in 70.8 690. 728 $27 59.0 690 61.4 Si8 50,6 $90 53.4 609 64.3 690 d7.6 602 39.3 190 d].0 191 35.4 540 79.6 118 29.6 590 7d.J TTI 25.] 590 71.6 469 72.1 690 79.8 d61 F- 101In 49.7 466 50.0 421 41A 466 42.8 414 35.5 466 37.1 408 3L7 466 32.9 d02 27.6 166 79.7 396 2d.9 466 27.1 791 20,7 466 27.5 182 17.0 466 212 716 15.5 d66 19-6 }7p �] N �mQ O 117 in 45.8 ddl 16.7 dOp 36.2 411 39.3 393 32.7 141 34.7 787 20.fi 441 30.2 302 25.d 111 27.2 776 27.9 141 24.9 772 19.1 141 ZI.6 363 16.6 4d1 19.3 796 11.3 441 17 B 751 W M Y2P in 76.3 '370 36.9 344 30.2 378 3110 339 251 378 26.8 .171 22,7 378 23.7 329 20.1 RB 21.3 326 tB.t 376 19.6 3111 15.1 378 16.7 37d _ x U) rn 1441n 21.0 .262 Z1.2 2d2 17.5 267 77.8 739 15.0 262 15.3 TJ6 (.) N0 CO z TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCepecityTable(lbs) ANCHOR CAP-,_.,_) suMiale Vic Mmme 35hcom 71abw CMU F10edCMU PT Wood � MBat (DP}X( =ANCHOR GAP.„, - H76`F][0 111'59 FJro slc Ek0 114•SS Elro a10 Stttl a12 sltel alt$teel MULLION CAP.,,„.,,„n Mtha TypeON/A o Ullr'mrn 114*Elco Unacon 3'T6'Elto Inman 1f4'Ek0U8retDn AnchorC!Ip Patterns un-on AggreGat« UBrncm AggreGrta Strcx{05)s I (G5) strtw(c5T USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge CWiuce 0n) 2-117 1' 2-vr 3.11s' 1' 2•vr i• 2•ilz r 3.170• x 0.46' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Fmbeanent nt•1ta• 1-174^ 1-ua• .104' 7.174' r 1-3+8• tale vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 KnIcmc04.75'Min O.C.t sundad a oetet cap gIII 3w its 450@5 600109 16441S 270ibs 203199 35410% 74019as1M 3511% aa21s 560as OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon, 1.15-Min O-C.1 Sla"KSaN(Or CMal)Cllp(618$ 100 rob WA WA NIA NIA 3801ts 141A tUA 17IA WA WA 6821M 005 ns 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED 0,C-I M 215 ArgieQlps I Ing 3) 78314 690 tbs 15W IM /8061% Snort. 600iM NIA 760 ros 7401, 0805M 1802 Ra 6820% 685 SM 11201M MULLION.IT WILL YIELD A MINIMUM ANCHOR IUGBp,In10.tOv A14m. g4) IUA NTA WA NIA _NIA_ _WA_ N!A_ - .WA-- - NTA- WA -WA - -N/A-- 1UA -050 IDs - - CAPACITY-WHICHMAY'BE USED TO QUALIFYiArctsrtFCBp(Flg5) 545 M- zz5lbs- idS it. 822 1351% t401s 17715 5701M /37 tbs 772 R. 473 ns 1700% 2212e 266 Oa ADD{710NAL ANCHOR OPTIONS FROM THE a t15'MIa O.C.I F.COp(Flg zm 16 3W IM NIA WA NTA RIA 1001M NIA I WA NTA WA WA 3411% A421M 560 Ms ANCHOR CAPACITY TABLE. pNO,a3UCT REVISED nui j FIGURE,1: J FIGURE 2: _ _. - -` - - _- - - - - E11clept� bmt iVor - t- Ftoti45t cc rl -trZ1 ,b TABLE NOTES:_. - - "'1250' ? 1 • ' 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY Miam'DOJO Product - _� ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. �ttitt_!!t , 2)LINEAR INTERPOLATION BETWEEN MULL lENGTHS ANDIQR OPENING WIDTHS IS ALLOWABLE. LY N rlt, A� .C7.. ........;'C( iy i RGURL,i .41',.''��CIiIVS(• '•.1n ! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" ANGLE •`� ' I _ SHEETS 1 21-23,HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS ' CLIP MUST hlr`BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5N705 1 1 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND 4: �<FIOJ62E 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90,WOOD SHALL 624• l0 r ka, 17.77:= _ BEPRESSUR£-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE �' SPFF, •,,�,- 'i 6063-T5ANDBEAMINIMUM OF.IOD"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND �l. t`�t�'•.,F'Lt}RgJ:',•.-'•`tr; S E 7' '+ _-•-._i .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST,125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LF�1S7 3 SCREW THREADS BE THE MATERIAL. 1,25'X 3.25'X.624' I C.)i:; 7!, '#10&7112 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNNIAti1L)- R.P.E, t FL P.E.#587-05 xi. TABL-E'11A o n fC Mullion Capacity Tobla pbuffe) 17�i4x F Opening Wdth(forvadic@ryspanning m(llloll3)or Opening Height(lot horfzonleAy-sponnlri0 mdilolts) �x�, 5� Win 60in t0 in 80 in soin 100 in 120h 140n 160 in t1{4�� LLO 12Sk :AA Mctwig,,ty •Tlopllil,gg R4danWlm Trap1Tdang Rod.nWlar TurKang, Rwalmw1w Trapr7A0ng. nod-WI-1 TrwpfrA.9. Roctm+galar %plTnanO. RactoaWltr TrwptTna;g. Rac4wngWwr T;wpridang R9ciagJm TupTrlwng, taatia9 ,"Laa4irq, tea&ng toa�g Loading L.wding Low&N Leading Lae&4g tawdnq Loading Loadng L.Ong- toa&ng Landing Loa ding twang Lawdiq e2 x.624.' -Alum.T�tha ... 5 E., u :. ... E ,. S .�., ,.. 5 5 .E 5» .&: ,S.. 5 :Mullion. o a S a a B^ 6 &� E o o as ag N @. Y c. 8 G : a f3 g €- € " ,�•�• CO E �.5 s� , <3 P " E P 3 a e F .3 fi0U3' w �. ��...z�•8a �2 f@ fix" �3 Ea. €. �E � $a "@. du`¢ a'8 n f addd`& O .44 in 770.0 I 620.-170,P.AJS. 110;0. :.7U 170 0 ,176 170,0 868 170,0 506 170,0 992 11,.0 659 110.0 1116 170.0 521 170.0 1240 170.0 521 170 0 1488 170.0 521 170.0 1735 17x.0 521 170.0 1983 170.0 621 J _ W 48 in 170.0 708 110.0 524 7700 850 1700 584 170.0 992 770,0 630 110.0 1133 170.0 661 170.0 1276 170.0 677 770.0 1417 5700 680 176.0 5700 270.0 680 770,0 5983 1700 680 170.0 2267 1706 680 'J W 60.625 M 170-0 747. 170,0 567 170.0 096 7700 631 170.0 1D46 170.0 684 110.0 1195 va a 723 170.0 iM6 170.0 747 170.9 1494 170,0 755 170.0 1793 1700 756 1700 2092 17,,0 756 170.0 2341 110.0 766 a a 94 in IT0.0 797 170.0 612 170.0 SSG 170.0 691 170.0 1116 Ilea 154 110,0 1275 770.0 B03 170.0 1431 17D.0 637 170.0 1594 170.0 956 I7D,0 1917 170.0 861 170,0 2231 170.0 061 160.2 2403 170.0 861 LIJ O m G7 F 601. 170.0 885 170.0 701 170.0 1063 170.0 797 770.0 1240 1700 @78 770.0 1417 1700 944 170.0 1594 170,0 996 170,0 tilt 170.0 1033 170.0 2125 YTC0 1067 14&3 2163 110.0 1063 129.8 2t63 170.0 Im :D V U7 J 63 in 170.0 930 170.0 715 1700 1114 170.0 850 170,0 1302 170.0 940 170.0 1400 170.0 1015 170.0 1677 170.0 1076 170.0 1859 170,0 7122 155.9 2060 170.0 7169 134,6 2060 1700 1111 117.7 2060 17tl.D 117il� W 5 65 in 110.01 Sid 170,0 7d4 170.0 i1" 770.0 903 170,0 1364 1700 7002 770,0 1558 170.0 1086 170,0 1753 IN0 1155 770.0 2946 1T6.tl 7210 143.0 7966 170.0 1275 2226 1956 170.0 1286 107.2 1966 770.0 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 110.0 1408 170.0 1t26 170,0 IND 170.0 1228 154.1 1734 170.0 1315 130.7 1734 169.8 1306 116.5 1734 155,9 )764 99.1 1771 760.4 1352 86.7 1731 160.2 1356in 170.0 1722 170.0 937 770,0 1346 170.0 1080 166,5 1556 1100 1209 147,4 1656 165.2 1285 131-1 1556 1515 1266 117,9 1555 ill.3 1251 9&3 1555 120.3 1229 Bd.2 1556 1227 1219 77.1 1556 121.2 121 0 M W z JB in 1170.0 1151 t700 967 170.0 1381 170.4 1116 155.9 1477 169,3 1245 USA 7477 152.6 1224 1212 1477 134-t 1206 209-i 7277 739.5 1797 g0.9 1477 itd.9 Y769 77.9 7477 710.8 7758 68.2 1477 103.3 1154 901n 112.0 1110 146.5 US 1184 1110 123.9 968 $.42.4624 107.9 951 89,8 1110 96.7 936 76,9 1110 87.5 922 71.0 1110 BOi 910 59.2 1110 11.3 891 50.1 1110 65.6 878 d4.4 1110 62.7 870 Z co d p Z Z r 96 in 117.0 975 1203 672 97.5 F75 767,7 856 1 84276 78.fi 829 d5.0 476 71.2 etT 58.5 976 65.7 807 48.8 416 6TA 789 42.8 975 62.3 776 36.6 975 49.3 767 rte.. O81.0 696 68.5 771 70,7 685 61.] 614 11.1 777 64,3 661 45.7 775 /9.0 655 47.1 771 4/.9 547 74.3 711 78.9 632 27.1 771 35.0 521 25.7 771 72.4 612 � r� b9itiin 75.7 7N 7T.J 661 67.1 770 65.0 650 56.7 640 17.7 730 49.9 671 421 770 d5.0 622 77,9 770 11.1 611 37.5 730 35.8 600 27.0 730 31.9 509 27.7 77079.6 581 W 1201. .59.9 624 filo 569 49.9 624 S12 S60 4d.3 552 3TS 6TA 39.2 6dt }3.3 62d 353 637 30.0 624 32.2 671 25,0 624 21.7 529 21.0 624 2d.b 509 18.7 622 22.5 501 X V) 144 in 34.7 173 75.1 100 28.9 477 29.4 395 24.@ /7J 25A 390 21.7 d77 12.d 785 19,1 /7] 20.0 381 17.3 473 18.2 376 � CV 'Q 4,. z In TAB 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Iba) ANCHORGAP.,K„„,,, n" m 5ubstmt0 27X wrcrete 36kCmc. Ndbw CMU FBi00 CMU PT Yi00] Mels (DP,)X{ )=ANCHQR CAP.u, 916'EIC. 1r4"S5 EKO Ulu'Elea 114"sS Elco N1061td 012SIMI q12 Steel MULLION CAP.,_,_ Anchorcllp!Pattaras AIN11a Type 3116"Elco U0ra rn t74•EKounmc0n Uemc'4t 3'iB Elco unman va^EKoun2con AOSreGAor Unman Agg*GAa StaM(05)ScrmiGS) serer{c5) USE THIS FORMULA TO OBTAIN THE"ANCHOR E gsiarce n Y 2-vz i' 2.172' ave` 1, 2.272 1• 2-Nr 2- 018' z O.W 054" 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN Emxonent n laid' I.YC 1,74' 1014- r 1-v4• 1.114' 1.114' 1-vr 1.14• t-14• z tare• 1ar6' vats ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anci1M 4.7'3.n O,C.isiaNat0a00Yei Clip 41) 2co 3gO mb abatbs 800 iM 5644@6 770 ins 200 He 3N IDS 7401ts 1 3747b5 6541w gab Is 341 Ibs 412165 660 iix OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archors 7.75"Mtn 0.C.7 SIMMd a005W)GRP(Bg 2) 480 Ins 70D PA N/A 1#A NIA m A ILIA N1A Ill A wA 6B2 ms Us lm 1120 Ica CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ancts3is T Min.O.C.i 12)215 Aral.0 7 it 31 780 Inc 780@K im bs ISM gs ISM Ctrs A 760Itb 748 ms eW 85 5842 io6 6821b5 @85a 112o ft MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcnas 0.54'Min.O.C.I U-CV,nI0.IOP AWm 5 4 WA WA NIA WA NIA NIAIA WA NIA IV A WA 147.0 -?VA 1267 m1 CAPACITY WHICH MAYBE USED TO QUALIFY I AmhcllP.Clp g51. 195IDa 105lie 225 ns aa6 ibs 62205 @n37olbS 107 ms 3321is 473rx tr0ibs zN itb azo usADDITIONAL ANCHOR OPTIONS FROM THE 2 Amnors 1.15'MIn O,CI F418 061 240 Ids DTA Ib9 WA 1UA Ino /n IUA Ntq wq NTA 34unS a4z a5 560 re ANCHOR CAPACITY TABLE. PR 07JUCT REVISGD zy complying 9vifh The Fi4rida -2.250 13ui4mrldi.S Code :FIGURE I: FIGURE 2: Aecepce No}(O-0%IS. TABLE NOTESExpire Ina Dal. r 1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Mi Dade Product '1111il7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: '��',.•' 'fNS(r •'•�i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.94' CLiP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, hl^•5070L 7N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :.�. q Cr FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL -'CS O lz �✓1 7F! BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE --T %r 7Arr OP '.t!I .624" •., ._.., � + 6063-75 AND BE AMMIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND L .,r�'.,r•{p;-ttt3i;•.'' ('j�,� • • .045'THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ��`i,)1�• t'S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i1�` . #10&#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 470 S.S. 1.25'MULLION 624 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 12A � Mullion Capacity Table Ibeffl Opening Width(forverticaty-spanning mullions)or Opening Height(for tafi2oraeity-spenirgmullions) �`c' 601n 60 In 701. Bo In 901n 1001n 1201. 5401. 1601. ��$ a Aeciang+ier hept'I8m9• .Rae(eng4er Trap7iliang Reeienps9er TrgvMeng. RectanBJor Ttep/Tde+g. ReclenoWar TropTdo g. RW rammer TrapfTdang. Reclan9da TrWllflang. Recleng0lar Treprrdarg. RW-Vlar Taptnia.g. rkw�io O 2X4X,26' Loafing Loading Loading Lowing Loadirp Loadrg Loedng Lowing I.oeding Load Loading Loading Loading Loading Loading Loadn9 Loafing Loading Sn; Mum.Tube °Z { Al:E Mullion _ �o �a ab aro as a N s s gym w A� 170 s1¢1B $ z yrrc20 170.0 435 170.0 TN 170.4 {78 170.0 860 570.4 E06 170.0 942 170,0 Sig 1700 lits i70,0 627 1700 52{d 5700 Sgt 170.0468 770.0 Sgt 7700 1735 170.0 521 1X0.9 1883 174.0 521 O00 170.0 524 170,0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1276 170.9 617 170.0 1117 170.0 680 170.0 Von 170.tl 680 170.0 1903 170,0 680 170.0 2267 IT9.0 BBO J LU47 170.0 563 170,0 090 170.0 fiat 179.0 1018 170.0 684 170.0 1195 1700 723 17D.0 1345 170.0 747 170.0 1484 170.0 756 170,0 1793 170,0 766 170.0 2092 170.0 766 170.0 2391 170.0 758 � U) aTV 170A 612 170.0 956 170.0 691 170.0 JIM 170.0 764 t79A 1276 179.0 603 170.0 1434 170.0 837 170.0 1694 170.0 856 175.0 1913 t70,0 66) 170.0 2231 1700 861 170.0 2550 voo 861 13.1 00 085 170,0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 1700 944' 170.4 1594 170.0 906 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 IfiO.B 2660 170.0 1D83 � � 811. 170.0 930 170,0 745 170.0 itis 570.6 850 170.0 1302 170,0 040 170.0 1480 170.0 1016 Vito 1673 170.0 1076 1700 1859 170.0 1122 170.0 2231 170.0 1169 168,7 2653 170.0 1171 145.8 25M 170.0 tilt � J J Pq .� 661n 170.0 974 1700 789 170.0 1188 170.0 203 170.0 1364 170.0 1002 170.0 1550 770.0 loss 170,0 1763 170.0 1155 170.4 1048 170.0 1210 1700 2336 170.0 1275 155.9 2437 t70.e 1286 1329 2437 170.0 1256 m K 72In 170.0 10613, 170,0 878 170.0 1276 170.0 1009 170.0 1480 170,0 1126 170.0 1700 170,0 1228 170.0 1913 170.0 1316 170.0 2125 170.0 1387 45.6 2184 170.0 1480 124,0 2184 170.0 1528 109.2 2184 170.0 1630 Z W 6 n� • 76 to 170.0 1172 170.0 937 170.0 1348 770.0 1080 170.0 7670 170.0 1269 170.0 1704 170.0 1322 185.5 1960 1790 1421 }de.8 1080 170.0 15[75 123.8 1000 181,8 1548 108,1 iBsa 154.0 1535 92.9 1060 552.7 1531 0.0 rcZ 78 In 170.0 1151 '170.0 967 170.0 1361 170,0 1116 170.0 1811 170,0 1260 170.0 1642 170.0 1369 152.7 toot 170.0 1474 137.4 1561 163.1 IWC 114.5 1661 147.3 1473 98.2 1881 139.8 1459 85.8 1061 137.8 1454 Q to g0 in 170.0 1128 170.0 1144 114.1 1386 159.0 1219 127.0 1386 X3111.0 1380 121.3 1179 9g,d 1398 Im.2 1162 89.5 1398 101.8 1117 74.6 1398 89.8 1122 a1.9 1390 82.7 1105 65.9 1306 70.8 1086 Z J o d O ed in 147.4' 1729 151.5 1998 122.8 1229 127,8 1079 106.3 t228 2. 1229 98,0 11044 81.9 7229 69.6 1029 73.7 1229 B2.i 1018 61.4 1229 72.2 993 42.7 7220 85.9 477 {6.i 1228 62.1 967 h �1081. 1035 971 106.8 677 06.5 971 00.0 002 74.0 971 4.7 971 68A 837 57.5 071 67.8 825 51.8 071 68.6 815 411 971 49.0 79s 07,0 971 44.9 762 32.4 971 40.0 771 (JjN95.4 019 97.3 132 79.5 919 61.9 819 86.1 9199. 919 62.9 794 53.0 Bf0 56,7 704 47.7 919 51.8 774 39.7 919 14.6 756 3{.1 019 40.2 742 29.8 019 37.1 732 W �(12041., 756 786 76.0 Jis 62.0 780 6{.6 70: 61.9 186 7,2 789 40.4 580 41.9 780 44.< 477 37.7 788 40.5 688 35.6 786 34,0 151 2TA 780 3SA B4i 23.8 786 21.4 631 (r) 0)43.7 546 44.2 504360 646 37.0 196 31.2 648 7.3 546 28.2 185 24.3 546 26.3 479 21.8 648 22.9 474 18.2 568 18.6 484 15,6 646 17.2 455 13.7 548 16.6 Ne Q.. Q a TABLE 128 ANCHOR CAPACITYADJUSTMENTFORMULA: �.2 7 m0 s.0 Anchor Cnaoi Tabte(4bs) (DP.. ANCHOR CAP.,-,-,)=ANCHOR CAP.u, � '� 'a ba SutsVale 2.7n Corcrele 380 Calc. Woo,CMU Filed CMU PT Wrcr3 Metal ( )X &•�rc-7 5716•Ek. 114•SS Ecco 5116•Ek0 14'SS Elm 950 Sled 852Steei ail Sled MULLION CAP.--1 urge W nor Type- 316 Hc0 U0rsa ltd EkOUR dcOn fE EiOO Ua denD itA'Ekourt.cc,, Unrecon AggeGaof Unracm AggreGaa Scresr(GO)screw(G5) Scree(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR E [War4e ni 1' 2-UZ V 2-tf2' 3118' Y 2-V2' t• 2-1t2 2' }u8• 7 0.-06' 0,54' 0.4424' CAPACITY REQUIRED'CORRESPONDING TO AN EmLeanaN 9n 1y1" 1-3W 1314' 1y4• 2. 1.104• 1-1T 1-014' 1.114• 1.14- MIA!" z 1."* 1 or vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anc rs 4.75 Min O.C.I Sla7fard 0r0I8M Cr 16 300105 .300 it. 45010s 600 lbs 1644153 270Ibs 2e9 Be 354 bs 740 Ras 374 IGS 6641tas 966 Be 341 Itls 4421ns 560I0s OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ar 2.se Min O.C.tStaWaR7 agbetp 3 740%s 743 b0 tUOWs td0.5 Re 1470014 RIA sea toe NIA CASiOs WA 009 iba WA 602105 065 ins 7420 kc CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchaa 1.71-Min O.C./Slalsafda 0r15e1 C6 4' 885 DI 0501 750 Po5 Ate Iao NIA NIA 706 bd WA 79B10s N(A WA IVA 1022 Its 1327 Me 16001tc MULLION,IT WILL YIELD A MINIMUM ANCHOR 4Archors 3'0461.O.G. x50 a sr 750 ms 7 6wbs 1560 ks 96a61os obs Sm i[s N+A 760Its TdB bs aro im ism Be 612 as 60.5 ws 1120lbs CAPACITY WHICH MAY BE USED TO QUALIFY 6A1kh0A TMIn.O.C:7 xSArgkCA / 0671170145 1170 Ne 1020 ros 23401D5 2844 ba 8 s Bq be NIA 1140.Its_- 1122®e. -t320.1es__2038.ae 1022Its--fa27-106-..--1680100- ADDITIONAL ANCHOR OPTIONS FROM THE - - - - -3AMnDi9 1.34'MIrL0.Cr,d .I8to1125,AIUA - NTA NIA NIA WA NIA 1110 IVA RTA WA NTA tUA WA NIA tvA 073 ANCHOR CAPACITY TABLE. 6Arch.1S 0.64'Mh.0.C.fU4I InI0.12 Glom. .8 370WA WA T4A IVA WA HfA IVA NfA IVA NIA WA TVA NIA !VA 211 Rs TROD UCT REVISED 2AmbaS 260'Min.0.01 FC' 015 370 IM 3151bs 743 Ne 712 He IVA 2DD 1L8 N1A _F48 lbs HtA ddb its WA 361816 4d2 ks 56096 u c.mgfying with slip Hord 3 Arctlxs 1.71'0411.O.C./F4] ,10 443 be 525108 370 bs 043 146 NIA NIA 353105 IIIA Ng lbs 1470 WA WA 511 lbs 661 106 810105 Auce n6 Code �Cv-P218 O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _ Asapta_nn tap ) _ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. - - - a Rrpimi,nD to FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2,000" B • • • • • e TABLE NOTES: ATan Unde P i l i l l f041 L}}ttNHtt)t • n 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - FIGURE 5: - FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ' u .250 4.000" NU. (1705 1 ( • • Npppp • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN _ ` l • ° - • L THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE Ct .• t;• e • LOCATIONS. FIGURE 7'r FIGURES: FIGURE 9! FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT %';`'•.,c/-C}R101.,.•.ij;,`` (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ,`-L$'c"••••• r:�a �� MUST BE USED ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 2'X 4•X,25*MULLION �. • • 7N PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW I' +/+• 1 i THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1 B-8 S.S.OR 410 S.S. A.L L Pi ,#5870 P.E. FL P.E.#58705 I TABLE 13A Mullion Cap Ralty Table Ib6Ht2 Opening Width(for wrticaly-sparring mullions)or Opening Haight(for horizorlagpspanirg mullions) 501n 63 In 70 in BON BO In 100In 1201n 1401n 160 in g�k44 Ractengalar TiopfTdeng, Rectangular Trapridang• Rectangular 7WTdwV. Reclengulor TraprMeng. RmlengdDr Trapffdong. ReclenpJer Trepridallg• Rmlengular Trofflw9. Reclanguler Traprrdong. Rectangular TreaRfl-v, � O 2%8.-.28 .Loadeq. Loadllg Loadrg Loading Loading Loading Lowing Loading Load!ng Lowing Loodng Loading Loading Loading Lowing Loednp Loading Loading Alum.Tub� p.. p :a a _ r r r _ •� i•_ ,'_ z2 _ a n • s p x p ?:•_ r p r z, x of u Mulllon lE, g E �dC gc g 11 B B� , m g,E V c'� c'� y u' V N 3,e 3 3 3 d 3 0 3 3a 0 39 3 13a 3 �9 9 3b S da o 79 3 3 LL Is @ s$ B �� hA fr `E .�� E ��_ z e 03€� fr� g .6� �� a s g � sz �_ z'B �ii to 421n 170.0 820 170.0 435' 170.0 -7N' 170.0 478' 170.01 688 170.0 608 170,0992 110.0 518 170.0 1118 1 170.0 621 170.0 1 1210 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 O 1-- 451n - /BIn 170.0 708 110.0 524 170.0 850 170,0 581 170.0 1 „2 170.0 BSO 170.0 1133 170.0 001 +70.0 1275 170.0 err +70.0 1/17 170.0 880 170.0 1700 170.0 080 170.0 1 1D83 170.0 BBO 170.0 2267 110.0 660 J w 60.825!r. 170.0 747 170.0 503 170.0 698 170.0 631 170.0 1018 170.0 664 170.0 Ices 1 170.0 723 170.0 13x5 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 756 = _ 541n 170.0 797 170.0 612 170.0 .958, 170.0 691 170,01118 170.0 754 170.0 1275 170.D 603 170.0 1434 170.0 837 170.0 1594 170.0 856 170.0 1813 170,0 601 170.0 2231 170.0 661 170.0 2550 170.0 901 W O� O M CD 1-- 60 In 170.0 BBS 170.01 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1117 170.0 044 170.0 1594 170.0 M 170.0 1771 170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1003 170.0 2833 170.0 1003 F c') J 831n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 810 170.0 1486 170.0 1015 170.0 1073 170.0 1076 170.0 1859 170.0 1122 170.0 7131 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 J {gyp 661n 170.01 974 170.0 768 170.0 1169 170.0 Boa 170.0 1364 1 1700 1002 170.0 ISM 170.0 ION 170.0 1753 170.0 t155 1 170.0 1946 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1208 170.0 3117 170.0 12M m C 72!a 170.0 1063 170.0 578 170.0 1275 170.0 1000 170.0 148B 170.0 1126 170.0 1700 170.0 1226 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170,0 1488 170.0 2875 170.0 1528 170.0 1100 170.0 1530 U m Z o�j g Us LU � J 78b 1?C.D 1172 170.0 037 170.0 1748 170.0 1080 170,0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 INS 170.0 2692 Vol) 1829 170.0 3I4D 170.0 169{ 170.0 1589 110.0 1705 � 5-& � °'Z LU J 7B In 170.0 1161 170.0 007 170.0 136+ 170.0 1118 170.0 tell 170,0 1250 170.0 1842 17D.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 158{ 170.0 2701 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1708 Q J V 901P. 170.0 +328 170.0 1144 170.0 1594 170.0 1320 170.0 1858 170.0 1486 170,0 2125 170.0 1853 170.0 239+ 170.0 1793 170.0 2658 170.0 ION 170.0 3106 170.0 2125 150.0 3413 170.0 2273 136.5 3413 170.0 2361 Q Z N O BO In 170.0 1417 170.0 1212 170.0 17,10 110.0 1434 IIOD 1863 170.D 1822 170.0 2267 170.0 1794 170,0 2550 170.0 1952 170.0 2833 170.0 2005 160.0 3199 170.0 2338 137.1 3190 160.0 2470 120.0 3169 IMA 2428 F- 6 N 'p 1 6o m� tOBln 17Ce 1584 170,0 1408 170,0 1913 170.0 1647 1700 2231 170.0 1070 170.0 2550 170.0 2078 184.8 2761 170.0 7171 148.1 2781 181., 2353 123.6 2781 140.4 2281 105,9 2701 126.9 2234 02.7 2781 116.0 2100 N Ih o 1111n 171.9 1636 170.0 1451 170.0"19:s8 1:0.0 1700 170.0 2203 170.0 1932 170.0 2821 170.0 2149 151.8 2032 182.1 2245 136.8 2632 148.4 2216 113.8 2632 128.4 2188 9T.6 2632 115.1 2126 85.4 2832 108,3 2096 X oY Y 12017 Iii�,J 1:7:! 1700 15"u8 176.0 2525 170.0 1858 151.1 ?252 159.8 IB91 135.1 2252 141.4 1881 120.1 2262 127.2 1918 106.1 2252 118.1 1915 80.1 2252 99.8 1872 77.2 2252 88.8 1876 87.6 7112 810 1808 x 1N In 125.1 504 126.8 14{5 104.3 1564 108.1 1425 69.1 1584 g1.5 1407 76.2 1684 80.7 1390 68.5 1564 72.1 1773 62.6 1564 65.7 1358 52.1 1564 58.0 1330 N.7 1564 49.2 1305 18.1 1561 N.4 1283 Q N `Q Q p a z m 0 rn ANCHOR CAPACITY ADJUSTMENT FORMULA: s:0 Anchor Cana ITable Ibe �m� SUM;nIc: 2.78 Cakrele 3.6s Cone. tiolv«CMU Fued CMU PT Wood Metal (pp e)X(ANCHOR CAP.,p,,,,,,\_ANCHOR CAP..,, p� `.+118'Eke 1/TSS Eko 5116'Elco iN'SS Elce NIO SIee1 DU Sleel 912 Sled \MULLION AnchirCIIF Patterns Arcl1pr Type: 116'Eko Ullrecon VP Eka Uwacon Uaoean 3+16-Eko tavxon t/a'El-Utvecm AQ-m-Gelor Ullrecon AggmG.1v S-(G5)9erme(G5) S-(05) USE THIS FORMULA TO OBTAIN THE-ANCHOR E «.lance In): 1' 2-12" 1- 2-112' 3.119- 1- 2-12' 1' 2-1/2' 2• 3.1/6' r 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(m1 1.374' 1-14' tya' 1.14' T 1.114' 1.1/4' 1-1/4• 1-114' 1.174' 1.114- r 1.18' mole' modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchore a4.75'Min.O.C./Standmd or�MleICDpl..1a2. 390Ibs 39D[be /50 gra 890 Lb, 1644[be 2701m 2B0lbs 354 Ns 7401Ds 3Td IM 6841bs 94610« 341 en 4421M 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctare 4.69'IAIn.D.C:f SlaMerd or CBaei)clip .a 7801bs 7501W DDO lbs _17801M 3232 U. 540 Ns 5601M 700 IM 14801M 7481M 12.721bs 18921M 6821M 8851M 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED BAndiron 1.71'MIn.GC.151aMacd cr06al c0 F .A. 1180IN 14001bs 1010 ma 25951bs WA WA 940 im WA 1065 ft IVA WA WA 1363 in, 1770 Ibs 2240 Ihs MULLION.IT WILL YIELD A MIN IMUM ANCHOR 4Anchone 3'MIn.O.C.122s5 kCIIsIF .5: 760 1h 760 Lee 080 IM 1560Ibs 1896 IM 540 Ibe 580IM WA 760 ms 74B IM 960 lbs 1892 lb, 8821M 8851M -T120Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 6 Ar tws T Min.D.C.f 2 2.50 lo Dim I(F4.6} 156016« 15601bs 17801be 3120 lbs 37921bs 1080168 1120165 N/A 15201M 14961M 17601M 37B41M i3611M 17701M 7240 IM ADDITIONAL ANCHOR OPTIONS FROM THE 12Amhon 1.V Min.O.C.f Z D15A le f F .71: IWO IM 21001M 1440 lbs 3780108 WA WA 13N bs WA 15MIbs WA WA WA 20451M 2651165 3360 lbs ANCHOR CAPACITY TABLE. PRODUC'I'RBVISBD 4 Anchors 1.34'MIn.D.C.I U-ca Wo.125'Alt..Fp,8). WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301bs 6 Axtwre 0.64'Min.O.C.f U-0i Into.125'Alum.(Fig.91: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 2861 IM as ildb g�ornpdiuB will 0m Ploritl• I---z.00B"-I Dana6,R case 2 Anohora 4.W MBI.O.0/F-CJi F .10: 380165 390165 450105 690Ibe 18101M 270 IM 2801be J541bs 74016« 7711M 638105 948 ros 341165 4{21M 560165 AccepranC N01�-OZIa,pJ 4 Archon 1.71*MIn.O.CI F-C1' .11: 5901M 7001M 505103 1298 Me WA WA 4701M WA 5331M WA NlA WA BB2 Na fie51M 11201M 250'- P. irelin Date W(LI NOTE:FOR THE OFFSET CLIP,USE'THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: By FIGURE 1; FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: Miam o Product Con • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ,1;1 1 I 1 Ill y LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ,��_.' _ =�SC '•�'� i- • • 6.000' • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS - Idr, ;2:5-10.1 - e 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON -- FIGURE 5:;r FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • ° • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ) '• ( L!7: (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED '�O `ATE 3I ° ° ' s- • • • 5-7) YELLOW SOUTHERN PINEWITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.125" 1.,;'•./�'.11.' '.��. '• MUST BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE).STRUCTURAL STEEL TOUSEDIN i a PAIRS. BE AT LEAST.125"THICK AND 036.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6"X.25' ' •/`N''' s 11 - THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN tJi#5870 P.E. • MULLION FL P.E.#58705 1 • 4 TABLE 14 A-, ry .,.,..� MulOon Capacity Table Ibaig!) ttt Opening Width(forterilcelyspanrl ml.11lons)orOpening Haight(for hodzont6tly-sperring mdllons) �.... °,O:n 6D in To-- 60 In 00 In 100 In 1201n 1401n 160 in (t p .Rec•,argi3lar TrprTdang.' -Ra.lergNar 7ropT4arq. Roclargalar TteprTdarg. ReclargNar TmpRtlarg. RecIan2ular Yrod7darg. Ro I.-muTar Trap'Tn3rg, RealePoar Trap'Tdarg. Recla�DNar Trap'TllarO. Reclargular TrapTdang ��a� K 1.28"z2.ii" -LoaOtty} Load. Loadkg Loading tnndkg tnadiOD taadklD Loacfkg I.O.T.ro Loadrg L.adrg Goading I-oadirg Loadtrg Coadkg Loading L.adtrg Loading pY U .126"Alum03 TubbMul: 3 e � a 3 a , 42 In 14d,„ 628 567.0 428 120,2 528 148.9 419 103.0 828 136.9 414 eat Sr. 134.8 411 B0.1 526 134,1 411 721 $28 134.1 411 60,1 526 134.7 411 51.5 5211 7341 411 45.7 526 134.1 411 J LU 4a In 9G'.1- .403 106.0 333 83.5 403 94.7 325 69.0 403 WA 320 %4 403 85.4 317 53.7 403 79,1 376 48.3 403 78.6 314 40.3 407 76.8 314 3d.5 403 7B.B 3t4 30.2 403 78.6 314 � _ - r80.6251n 627' 362 91.6 30i 68.8 362 79.3 294 68.8 362 71.9 289 51.5 362 67.2 286 45,7 382 64,8 284 41.2 302 63.6 283 34.3 362 63.5 283 29.4 382 635 283 257 362 63.5 263 m N 54 to 67.8 318 74.1 267 666 318 84.2 261 48.6 318 57.7 266 424 310 61.6 253 37.7 319 60,8 250 33.9 318 49.5 249 28.3 316 49.1 240 24,2 318 49.1 248 21.2 318 49.1 248 W m n 501n 49.5' 26b .63.1 218 41.2 268 45.7 214 353. 256 40.7 210 Me 258 37.2 207 21.5 250 349 104 24.7 258 33.4 203 Me 258 32.2 201 17.7 268 32,2 205 15.5 256 32.2 297 F � (0 J 031n 42.7 234 45.0 200 MX 234 39.1 105 30.5 234 34.7 1D2 26.7 234 31.0 189 237 234 29.4 18a 21.4 234 26.0 184 17.8 234 26.6 183 15.3 234 28 5 183 13.4 234 26.5 183 W a 66 in 37.2 213 39A 163 31.0 213 33.7 179 28.5 273 28.8 176 23.2 213 27.0 173 20.8 2f3 25.1 170 SB.e 2i3 23.7 164 55.5 273 222 187 13.3 213 220 168 1t.B 213 22.0 168 Z fy)? m J m 721n 28.6 579 WA 155 23.9 179 25.6 162 20.4 170 225 149 17.8 179 20.3 147 158 179 18.7 145 76 In 24.3 181 25.d' 140 20.3 181 21,8 137 77.4 161 19.0 535 15,2 161 17.0 133 _ U rcZ 76 N 225 152 -23.6 133 18.8 152 1D.9 13i 16,1 152 iT.S t28 Q +' F d 63 o` ANCHOR CAPACITY ADJUSTMENT FORMULA: �- AnchorC. aclty Table Obs) ANCHOR CAP.,. 0 7G sZ m4 0 SU'atre7H 2.7k Cmcrero 3.m Car. 140now CMU FIWCMu PT Wo.. Mesal IDP,,,)X( ANCHOR CAP.,,, 0 r 0 i MUU.tON CAP-,,,,,...:. 5n6'Eko VT SS Eko 5n6'Ek0 ird'SS Eko #10 51 H3 g125ieei ,11231,11 W N AnehorClipPattems AIM;W pe 3'16•EkoulOsm 1/4•ElcOUerazm 3116'Ek0VA2con 714'EkoUlllacm unnx. AggreGalu' Uu2Cm A07WIor SCRW(GS)serew(G5) Sclew(o5) USE THIS FORMULA TO OBTAIN THE"ANCHOR .`L Y _ EM.astarct n 1' 2•trr 1' 2arz 3-tre' r 2-trY I- 2-1fr Y 3-v6- 7 0.46 o.s1' 0.3za' CAPACITY RE011IRED'CORRESPONDING TO AN oJ7 rn ' - Eml4mnml p6y taro^ 7,114• 1."J4• 1x14• 7 1,114' 1•u4• 1-vq• 1-v4• 1-va• 7-vr r t-are^ tae• vales ACTUAL PRESSURE REQUIREMENT FOR THE U N ,d 4AXII013 3"57.1.O.C.I 2a5A COPSt t- 7801be 700 lbs 6501to 15w Ms IM6las 5401 560i0s RA TBO SDs 746 ttA 6801os t6&2ICa 66210. 885 1a30Its OPENING,WHEN IT IS LOWER THAN THE MULLION Q Z CAPACITY(FROM THE TABLE)OF THE SELECTED O-. MULLION.IT WILL YIELD A MINIMUM ANCHOR o CAPACITY WHICH MAY BE USED TO QUALIFY � �rc� 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. 1.266" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, -"`I t'fiVti3UCTRf:VI5G0 .4 complying with a.rlbd*a FIGURE t: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. Build'utg Codo rv4'14121fS..o$ i _ - -- _ _-_ ` - - -- - - -'- - 3)MULLION AND MULLION CLIPS SHOWN-ARE NOT TO SCALE:FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Aeceptauea Na t L'upimtion Date QQ z. ! HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,118+ By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mier rind.product' ANGLE CLIP MUST BE USED IN PAIRS, 125• ,t 1'•t t t t t r/ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301-SPECIFICATIONS:HOLLOW ANDGROUT-FILLED- - \�s'` t�(1:i P ri - - -- - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r ,� �Q.••,,E,•1`�f c� YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND,045"THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT 1,26"X 2.11'X.125'MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) = is mo.!38705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. _ f° A,LYtIN'M)t LE�2,P.E. FL P.E,#58705 TABLE 9 x R�' Mulilon Capacity Table Ibatit xtD6 F OponingWidth(forwrUeslly-sparrirgmWons)orOponingHolght(forhorizorlalVilparringindliocts) - - 50 In 50 in 70h win 00 In 100 In 120 In 140h 160 In 52 q o Rectangular Trep7rfang. Aaaf¢r+gdar Ttap7deng.. Recteng�l9r TrepTdeng. Ractanpdar TrepTTdenO. Rectng0lar TreptTdan9. RectangUnr YmpRd¢Og. Rectenp.Aer Tree ltlBrq. RoalarguSar V.PrTriang. ftaatang�lar TrapTdang, 75,I, w X3.26"30. Loadhg Lowing Loadnq I Laadng Ioadng Loadng Loadng L.Iing Loading Lasdno LoadnD Loodnp Lowing Loodng Load'a LoadnO Lead,O Londng O DEG.AL--1. --Till tMllLLE � �E � $ E F B 8 B B B �4S u cR c7 c3 3 u c4 �` c3 c� 3_ c� d 3 5 c3 t3 c� c� 3 � � ci_ 73 � cm U- m$S st¢ a �_ 5 76 a 6 g¢ �X�p 6 '"p Sx$g g 531 �� 'X= �°'�G'<d'a .,� '.rd ...�effi ,$a -,S dr't2c' tE +§ 8a' d � a ,'9' d¢I � dr2 d`a Eo. dT2 Z d d 2 4¢ g d¢ Q 1-- 7- - 12 fn 170.0 820 170.0 135 170.0 741 170.0 470 170.0 688 170.0 SO6 170.0 992 110.0 519 170.0 Fite, 170.0 621 170,0 1210 170.0 521 110.0 1468 170,0 521 170.0 1735 170.0 521 149.1 1740 170 521 73 w 48In '178.0 708 V0.01 524 170.0 850 170.0 584 170.0 992 170.0j 630 170.01 1173 170.01 661 170.0 1275 170.0 677 170,0 1417 170.01 600 162.2 1522 170.0 600 130.5 1522 170.0 880 114.21 4522 170.0 680 _ o 6261n I7C.4 747 170.0 563 170.0 893 170.0 631 170.0 1046 St40 684 '170.0 1195 170.0 723 176.0 1345 770.0 747 184.2 5343 1740 756 136.8 1443 170.0 766 lfT.3 iN3 770.0 758 502.6 1443 170,0 750 UJ CD 54 k170.0 707 170.0 012 170.0 966 170.0 891 170.0 1116 170.0 764 170.0 1276 1709 80] 180.4 135] 170.0 937 144.J 1353 170.0 858 120.3 1353 170,0 861 103.1 1357 170.0 061 90.2 iJ53 170.0 861 m p 4+3 601, 170.0 895 170.0 TO 170.0 1063 170.0 707 iB7.81218 170.0 676 146.1 1210170.0 944 129.9 1218 159.8 936 116.9 1218 152.1 924 07.4 1210 146.1 913 83,4 1216 148.1 913 73.1 1216 146.1 013 F -j J 83 in 170.0 930 170.0 745 170.0 ilre 170.0 050 7542 1150 168.8 933 131.4 1150 163.0 9U 116,8 1150 141.9 898 143.1 1150 134.2 885 87.8 1150 126.7 871 75.1 1160 128.2 870 85.7 1150 128.2 870 661n 170.0 974 170.0 760 152.0 1048 165.8 681 130.8 1048 146.6 884 1t4.3 1040 133.1 650 101,6 1646 123.4 039 91.4 IOIB 118.8 830 78.2 1018 109.4 821 85.3 1018 100.2 618 57.1 1048 100.2 818 z C� $ 0 72 fr. 14GA sea 147.9 764 117.4610 1260 746 100.8 @60 110.6 734 08.0 880 10?.0 722 78.2 880 920 712 70,4 880 88.2 70J 58.7 800 79.2 693 50.3 880 75.5 886 44.0 BOO 76.4 688 "3 TB In 149.7 780 120.1 690 ne's 790 105.4 076 65.5 790 91.3 661 74.8 790 83.9 652 WS 790 76.9 643 $9.8 792 71.7 835 49.9 790 65.1 824 42.B 780 82.1 619 37.4 790 6t.5 617 4 y } r $ 781n 110.8 750 115.5 657 92.3 760 98.1 BN 70.1 760 85.9 672 892 760 77.1 621 81.5 750 Ttl0 6I2 550 750 65.7 BOS 48.2 750 59.4 594 J9.6 750 60.2 588 34,8 750 65.5 588 Z ,"� •� N O 90 In 72.1 503 74,4 540 00.1 567 82.9 497 57.8 567 64.8 483 45.1 563 tag 175 40.1 663 ---- 488 38.1 583 ---- 482 30.0 663 36.2 452 26.8 503 333 445 225 503 31.0 442 F LU Be In 69.4 405 61,1 443 49.6 495 51,5 435 42,4 495 H.0 427 37.1 496 39,9 421 SJ.O {g5 36,1 415 29.7 493 33.2 409 24.a 485 29.1 400 21.2 495 20.6 394 18.6 495 250 199 f/7 ij.( 108 In 41.7 391 42.6 353 34.6 311 35.0 048 20.8 391 31.1 342 26.1 391 27.0 337 23,2 391 24.9 333 20.9 391 22.8 328 17.4 381 19.7 )21 N,9 391 17.0 315 W vY itt t.*. 38.4 370 39.2 33S 320 370 730 370 27.5 370 26.6 325 24.0 370 25.3 320 21.4 370 22.8 316 19.2 370 28.9 312 f8.0 370 57, 305 0 (� 120 B: 50.4 717 30.9 260 26,3 717 28.0 281 21.7 317 22.6 260 19.0 J17 10.9 278 18.9 317 /T.9 271 15 ~ m O O 1441n 17.6 1 226 17.8 203 mfl TABLE 15 ANCHOR CAPACITY ADJUSTMENT FORMULA: - €a ma Anchor CapacIty Table be ANCHOR CAP. ,,,, 5ataireie z.7k Carcreta 3.SR Cane. Hollow CMU Heed CMU PT Wood Melai (DP-)X{ =ANCHOR CAP.,,, Sr18'8k0 1l4'6S EIo0 Sg6'Eko 1M'SS Eko ofO Slad C2$1.1 612 Sled MULLION CAP.,,,,,,,, AOCnor Clip Pattertia Archon Ty9a. VII Ell.Ullmeon IW Eko Uaracon ittraeon 3116-Eko Ulvoeon III Ek.Uri- A991ISew UBmcon AegmGaror Screw(GSI Sotew tG5) Screw tGS) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edon Dstence tlnY i' 2-12' 1' 2-172' J•IIB' f• 24R" 1' 2.IIr 2' 3118' 2' 0.48' 0.54• 0.324` CAPACITY REQUIRED'CORRESPONDING TO AN Emttadnont ON: t-14' i-14' 1.14• 1-1{' T 7-ltd' t-it4' i-tt4' 1-ltd' '1-it4^ 1614' 2' 4318' 1.378' iadaF ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ah- 5'h90 O.C./ )245 Nqk Cops 7(F;q..17 3901as 380 ros 4501hs s90 roa 17001bb z7o lbs 28016a 3541bs 74o1x J7410s 720 ron 9461tw 341I 4121ba 560lbs OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 ArwMm pg 3.5'Min.O.C,t(2)2z5Mpia glps({Fq.2' 7BO Ibs 760 ros t90 lbs 1670 tm 2525 an SSB Fns 560 fns WA tl2a fas tae llA 6@6ina 16921nz Be,fns @9'.. 11zo ws CAPACITY(FROM THE TABLE)OF THE SELECTED BAnOws 2.71'Mm O.C.I 2 n5 A le Ca /F .7Y. 1120lw 11201ba 938IDs 21461hs 22541b5 wA 840 lb, NIA loss lbs wA 1320 Dia wn 10221pa 13P Ibo 1680 ws MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PReCIUCT REVISED FIGURE 1: a7 complying with slm Clot TABLENOTES: 13utldh, Coda Acmpl IiJ4)-OVS.,03 �� ,� • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ¢p)Talial Dara y.�2f 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B �- Mian On'.PrOducl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i 3;;t I t t t t7 ;FIGU�IE 2: ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125" �- ;. �(1,YI•IiJ!.+!{/�i�J HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. --30' Ili-"......- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,;l 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3.250' p�0, 3T4F� FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r1. a a ® r YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045`THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'HAY U, i D ryp JlI LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ,)� ,i.aTC- .�..;. a II s' THE MATERIAL.#10&N12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ,I t; ?t.ORiO�•' {�j ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. `�-,h'1` A.LYNN M(4LEtR,P.E. FL P.E.#58705 Mullion Capacity Table Iba#t - x OponingWidth(for verticalVsparrirgmtliiom)orOponingHeight(for h3rizortaINspar-Arigm1lons) 50 in 601. 701n 601n 901n 1001n 1201n 1401n 180k Rectangular T,.prrd.ag. Rdct.nadal TmiTneng. RW-90.1 TlepRden9. Radangdar Treplydmg. Rectanpdet Trep•Tdeng. Recleng48r TrepRderlg. Rectangular hep7Tdang. Rectenauler T,ep?dan9. Rectangular Trewrdeng.. !1 3.26"46 La.dig Loading Laadng Laad.g Loading Leading Loading Loading Loading Laedng Loading Loading Loading Loadng Lowing Loadng Lowing Loading DEO.AL T a 2 a a• x a p p --� �.- .•I`.I BAY MULL B B i 3 E ^ !L B g g� i Sss 'j€ a x 0 n �� ^ 1 1� 1w . .9 s9 d a a � � I 1II 11 1{I 0.5 k G.E 15e k� 'e @_ �� b@ k. _ SF' `_.� aS a� k l - - - FG am tG o �aa =GG a GG cG {�{ s a ' s FF$$ yR a 5 a �{ 6 J� K 9�_.. 3� 6 �\� � VFh z� ��. J� sa d 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 DUB 170.0 SOB 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 17oO 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.1) 521 46 In 170.0 709 170.0 524 170.0 890 170.0 581 170.1) BD2 170.0 830 170.0 1133 170.0 eel 170.0 1275 170.0 677 170.0 1417 170.0 880 163.7 1637 170.0 NO 140.3 1837 170.0 NO 122.8 1837 170.0 680 �� 50,62541 170.0 747' 170.0 563 170.0 NO 170.0 831 17D.0 1046 170,0 644 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 158 147.1 1552 170.0 758 128.1 1652 170.0 758 110.4 1552 170.0 758 I w Q � 541n 170.0 707 170.0 812 170.0.BSB 170.0 891 170.0 1118 170.0 754 170,0 1275 170.0 803 170.0 1434 170.0 817 155.2 1455 170.0 650 128.3 1455 170.0 ml 110.8 1455 170.0 Ni 87.0 1455 170.0 661 - ! d'3it•- r• wS 07 00In 170.0 885 170.0 701 170.0 1063 170.0 797 170.D 1240 170.0 576 157.1 1309 170.0 944 138.7 1309 _170.0 996 125.7 1309 163.5 904 104.8 1300 157.1 882 88.8 1309 157.1 982 78.0 1308 157.1 982 !- U J 631n 170,0 930 170.0 745 170,0 1116 170.0 850 182,9 1247 170.0 94D 142.5 1247 184.5 983 128.7 1247 152.6 085 114.0 1247 144.3 952 05.0 1247 130.2 636 61.4 1247 135.7 935 71.3 1247 _135.7 _935 _ _ Z) d o a { 0, 1,7,10 074--170.0 789- 170.0-1188' 170,0 -BOJ 148.4 1100- 163.7 005 128.9 1160 147.9 945 116.4 1190 138.5 928 103.9 1190 128.4 OM 88.6 100 110.5 BB8 44.2 1180 118.1 893 64.9 1180 118.1 893 Z <n Z m a 8 1011 168.8 877 131.7 1010 144.8 859 115.4 1010 127.2 842 101.0 1010 114.7 028 88.8 1010 105.6 B17 00.6 1010 05.9 007 87.3 1010 80.8 705 57.7 1010 87.6 700 50.5 1010 87.7 788 - .j J e �W 4 SOB 141.8 782 114.5 1106 122.0 775 98.1 808 107.1 791 85.9 Sae 902 748. 78.1 908 88.2 738 SO.7 808 82.3 728 57.3 908 74.7 718 19.1 908 71.2 710 12.8 BOB 70.9 708 -j 2Q ° O �,� 1 681 132.5 754 105.9 861 112.5 718 80.6 881 98.8 725 79.4 881 BBS 717 70.8 BB1 81.0 TOJ .0 861 15.4 eB4 53.0 881 68.1 681 15.1 Bet 84.5 875 19.7 881 61.7 672 >' Zma �10 848 69.4 574 Sag 646 72.1 SBI 58,1 648 62.8 554 51.7 848 56.1 545 46.0 848 50.8 $37 41.4 618 47.0 530 44.5 818 41.5 518 29.6 646R51 646 38.5 507 N r-H W Z o0 `o 588 70.1 SOB 58.8 586 59.1 489 48.7 588 51,1 IBI 42.8 568 45.8 483 77.9 588 41 d7B 31.1 508 ]8.1 170 28.1 588 33.4 150 24.3 SBB NO 28.7 447 rrn w- oS.- . IIB 18.9 405 SD.B NB 41.2 388 34.2 449 35.7 393 29.9 449 37.7 387 2e.e 140 8.8 382 21.0 448 26.1 177 20.0 118 22.7 JB8 17.1 NB NB 10.8 3581111n 461 425 45.0 185 38..4 125 37.9 379 31.6 425 128 371 27.8 125 20.1 307 24.5 425 26.2 362 221 125 21.0 358 18.4 125 20.7 350 15.8 425 O V, .- 1201n 31.8 384 35.5 331 2a.1 184 29.8 S21 24.0 384 25.8 321 21.8 364 22.8 317 18.4 381 20.5 311 11.5 364 18.7 SQB U LID Q 144 In 20.2 257 20.4 ZJ3 18.8 253 17.1 230 d Z 0 (] a _.. TABLE16BNCHOR CAPACITY ADJUSTMENTFORMULA: Anchor Ca a ItivTablellbal ANCHOR CAP.,,",,,,,, SUI,Mmla: 2.7k Cancrele 3.5k Canc. Hellon cMu Filed CMU PT Wood MI (DPp)X( >=ANCHOR CAP.u° 3116•Eke IA-SS Eko 5116'Elco 111'S9 Eke 010 Slael e12 61eg1 MULLION CAP., Anchor Clip Patterns Ancnw Typo: 3119*Elco Nkecon 1/4'Eko Ultecon UlDecm 3110*Elea Ulbaeon 114-Elea Ulbacon Agureaat« ullmcm A99reGaW S-[GS)S-(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR EdDe Dislamo(In): 1" 2-1R' 1' 2-ir1' 3.119' 1" 2-12' V 2.W. 2' 3416' 2' 0.48' 0.54• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(In): 1.314' 1114' 1.374- 1-314- T 1.114' 1-114' 1-174' 1-114' 1-114- 1414' 2- t11e' 11!61 ACTUAL PRESSURE REQUIREMENT FOR'THE Anch«e 5'Mi.O.C.122u5A e 7 .1. 3DOIW 390lb, 45611, 6901. 17001. Z7DIb. 20011), 354111 741)11, 3741. 7201. 94111, 341 Iba 4421. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.bm 3.5'Min.O.C.1(2)2.5 A k Ceps 1(Fig.2): 180 lbs 7601b, 78011, 16701. 25251. 540 lbs 5601. WA 112011, 741 lbs BOO lbs 1892 lb, 692114 60516. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anab«a 2.71•Min.0.0 1 2 2x3 An CI r ' 3 11201. 11201. 958 I. 22461. 2254 Iba WA 640Ibs WA 76591td WA 13201. WA 10221. 1327[W MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, tRODUC'I'REVISED FIGURE 1: - ra cnmplyina wilt,9\e Fibridr TABLE NOTES: Building Code I Aer<p,aa9e rla 160218.03 • �l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex ir.tion Date SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. M19n1 1'rodod l 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. Q.A FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLEDFIGURE 3:. CONCRETEBLOCK UNIT(CMU)SHALL CONFORMTOASTM C-90.WOOD SHALLBE PRESSURE-TREATEDYELLOW SOUTHERNPINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE ATLEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND f T4:T4.01° • • THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ;.L7�'•. i�,•' �� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ;`'Si/.��•'•` ��•`��• A.L'7NI;IrM��I;ERT�a.E. FL P.E:t 55705 -y 1.004" {-- --� i.000• {- 5.o62'-j _-' '- -'--.•�1w p� .063'- .365' •+"t" 7T-`r..'t j .062' .125• -^^{(-,125' .062' a3e 'd l( d.400' � I .125' STANDARD CLIP Q2 O d.000" 4.000' 2.000' 2.125" �• ° 2,625' 6063.78 ALUM. U CLtP 2.000• 2X5 ANGLE CUP .1`15" I X-SECTION I 6083-T6 ALUM. I 6�X.SECTIONTS Id x.125° I N N t .125' .525' -.525' X•SECTION L r��sca .031 Zit I)( 125 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE {sJ S .375' '155' 375' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE x ANCHOR O.C.DISTANCE,MAXIMUM ANCHOR 'S ! -T HOLE DIAMETER:ANCHOR DIAMETER+5N8'• C3 Of 1'X A•X.125' I*X4 1'X41X.375' -5.500' - _ m N MULLION MULLION "T'-MULLION 5.000'- Z m ~ 8963.76 AtUti. 6063-T6 ACUM. 8063-T6 ALUM, CUT HERE TO� .375" 375'MIN. ~ O O _l 3.125" J X-SECTION X-SECTION X-SECTION .375' -'-""'I_CREATE F-CLIP,SEE MIN. i DETAIL F.SHEET4 1,250" ,375" Z Ul z° m CENTER OF r_________ ___________� 1.250• •-1.250' I I I I I ANCHOR HOLE j j n11N. J a 'S I I I 1 MUST LIE WITHIN 1 i t 1 i i THE DASHED 1 I Q J 'T ! F BOUNDARY.SEE I I I( Z n 2.875`�- •-'' - ---- SHEETS 5.20 FOR F 1_.__-� __,.___.,...-_1 i Q Z THE ANCHOR O.C. I I F Q y I•t d 00 3.94' DISTANCE. I t I MAXIMUM 3,250• 3.250' I I I I I ANCHOR HOLE I I LU 7 i 1 i IDIAMETER: .100" .100' 0" _ I I I I I j F J fn .10 _. ANCHOR �_____________________� .0 C ��'•. I ANCHO DIAMETER 1116'. "Q 5 (� O C. Z N 0 .100' -T 624' �_ - 2XSANGLE CLIP �2,. mO s,© STANDARD CLIP U-CUP 6053-76 ALUM. .� (L mOt: Z.01,TIEROF ANCHOR t10LE MUST UE 6063-T6 ALUM. 8063-T6 ALUM. TCPVIEW--1.624' t-- 1 -'-1 .820"}-- -{•820' 1-^- N THE DASHED BOUNDARY.SEE TOPVIEW TOPViEW 1.25"X 3.25"X.100' 1.25'X 3.26"X.624- 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 Dlm'nalon Value(In)For Mulllon: Dlmenslon Value(In) For Mullion: ^ 8005-T5 ALUM. 6005-T5 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.887 i X4'X F 5.938 L25X3.25" - X-SECTION XSECTION X-SECTION G 1050 "125G 0-li- X,024' tt�------•••--- 3.459" 5.5001--1H 2.680 Aluminum H 1.438 Aluminum /,..•'S 375, 1 3.000 Tubo Mullion I 3.254 - Tub'Mullion t1 .125" 375" F 3.187 1'X4'X F 2.025 1.25'X3.94' 1 1,377"� •125"I !).877" I MIN. G 0^757 .375' G 1.125 X^824' H 2,430 Aluminum H 1.500 Aluminum ^Cft11L'i'RlivisED -i__- i i r-_-__~-t-� 1 3^000 Tube B•T f 3.250 Tube Mullion ;.q cnmplyiny wiA•d;c Fl.d& V11 F 2.250 1.25'X325' F 2.853UniidiagCde .125'- t I t I G 0.750 X.100' F 2875 d5'BB Muli P pimli ihrc•„_45' 2.250" IH 1.500 Alumirwm B 2�1 iij1 3.250 Tubo Mulllon yi De �h50.45'BAY MULLION 3.250" i t i i TALE O �1a30'BAY MULL8063-T6 ALUM. I __ __ __ _J Mull Dimension PGT part0 �t5 iF;td6063-TB ALUX-SECTION I �� _ - - X•SECTtON .� (�- ... (eheatNy Mullion Sid.Clip ONeei Clip U-0Ilp Ample Clip �' Q' •, 1'X4"X.125'(10) 89384 688111M 601122M 666241M 668518M �.ti~�.-'.,�GF.N5g .125'-"^- I G OFFSET CLIP I •r: �� 226' 6063-T6 ALUM. 1'X4'X.375'(11) 68810 686112M 6661123M 888242M 6685t9M rn ^..981"--� .226' �.-....901"„� t•lG..,4 TQPVlEW 5"X4'X.375•'7(51) 88853 686112M 6681723M 866242M 88851PM NOTES: 1.25'X3.25'X,100'(13) 20160 660l127M 6601124M 6662410M 8865115M - :�. � L1•'" It!:7 1)HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 5.25'X3.25'X,824'(14) 20161 8685128M 66e1125M 6602411M 6685118M1.25'X3,94'X.824•(15) 20W2 6661117M %61126M 666241M666517M 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 De9mo(19) 88849 WA WA WA 6665110M '•�/('n•'••,r;LUR'US•.. d50e9ree(20) 86650 WA WA I WA 6885515M i �'rt L��j{l�M., ;t.'• 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A,121Y I L=R,?.E. �..L__�...._FL FF.E.1 5,3705 TABLE E Mutt Dimension PGT Part# ® N h (sheet#) Mullion Std,Cllp U Clip Angle Clip �`'M125" --J f- •725" _-t l- •125" x_ < U491-4 1d $2"X4'X.25"(16) 66602666261M 666271M 6665112M j� o2"X6"X.25°(17) 66604 666262M 660272M 6665113M STANDARD CLIP U•CLIP I 2X5 ANGLE CLIP ., o3-T8ALUM. 6003-T6ALUM. ! 6063-TB ALUM.X-SECTION 2.125" XSECTION 2.000' X-SECTIONNOTES: i}HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125" 2 _ ___ _ _ _ _ __ (a1' _ - - -- -- �'m NDIMENS_IONALRESTRICTIONS.GIVEN.ONTHIS.SHEET.- -- - - - L - Z2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE I-"--•1 O HOLE LOCATIONS. -1.490"� zi J - - 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. _ __ __ _- ___, ,- - CUT HERE TO 5.000" 37,5" LU o° a -3.500' CREATE F•CUP, {L7 z C:) 1- 2.000" r .375' �' MIN. ❑ m N .375" _SEE DETAIL F. .375" MIN. SHEET4 MIN. H•• a ----- 1 - - if. ---------------- ------- _Z_Z z _j I 1 i i LU D_ �1!z i I i I 4.000' i 1 J r •6' -I'--- -- ---�-..- 3.438" i- - 3.436. CL �..�-_._ ___-_i 1:...CJ .250'-- 2"X 4"X.26' I i i i Z N MULLION i i j 3.A38' i i � Q 'z ado 6063.76 ALUM, f 4t X-SECTION I i I �. •375` (o z w L----------- --- --� MIN. LU O L- STANDARD CUP 2X5 ANGLE CLIP U-CLIP.6083.76 ALUM. cL,-. �- CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. � SED FOR 2"X 4'MULLION SHEET 1G CENTER OF ANCHOR HOLE MUST LIE�6063-T6 ALUM. � -D;��- �Z O (fly -250" WITHIN THE DASHED BOUNDARY.SEE 70PVIEW TOPVIEW WtTHSNTHE DASHED BOUNDARY-SEE TOPVIEW �aC 'O e:O -- SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR D.C. DISTANCE.MAXIMUM ANCHOR 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 6.20 FOR THE ANCHOR O.C. _ - 6.600" DISTANCE.MAXIMUM ANCHOR HOLE _ r"-2.000°----•-( - 3.500' CUT HERE TO DIAMETER:ANCHOR DIAMETER+11161. 5.000"- .375" �'� CREATE F•CLIP. ,375" MIN. 'e _SEEDETAu-R MIN- ¢ .375' SHEET4 MIN- .375' I t ( I i i i i I I f-RODUCTRGVISL°D. - I ,I I , I I ai<umplYing x•ith the FtrniAo I I HuildingCd. i t r I Aeacpiance N.(b-0'j„1 B:O3 1 f I 1 G pimliotl.mt. ) I i .250" 6.000" Q -j------ -'t_-- _"..i__. 4.686" ^8 -t 5.436" -+-_ _ _�.-1 M1 Dells Pro&c! I i f i tllitt117! ' 1 I I 5.438" 5.438" d `a r_• F 2')(B*X.25" I 1 , r � � � �,•. '��c rlst '. ,n MULLION tItI 6063-T6 ALUM, I I I Ivo.56705, X-SECTIONI f ff .375" `-------- ----- ---------I' __. L MIN. - s' a of ill: _ STANDARD CLIP U•CUP _ 2X5 ANGLE CLIP _ '�(��•'r,t;ORtUF''.\ �1 n 1 .250" 8063•TB ALUM. - 8063.76 ALUM. - 8063-T6 ALUM. �7Jj t�i�"' TOP VIEW USED FOR 2'X 6"MULLION,SHEET M17 70PAEW 1� i 11( TOPVIEw A.LYNN�v11LLER,P.E. FL P.E.#58705" t EX*4MFLE is SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO HE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.4f4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.60.0 PSF, a�n NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1'=65".REFERENCING SHEET 25,THE COLUMN!USING aH n RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED I �' �+ 2 DESIGN PRESSURE OF+60.01-60,0 PSP,IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. IN ��-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS*1•58.3 PSF AND WOULD Ij d o I FENSS7:J�T!ON DETAILS, ( PRODUCrs SHEETs 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+1.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE T<' i— V _ OPENING AND MAY HE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. _ MULLION N LENU'TH ---� —� 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE,BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 �•¢'s ff3 h {{{ / 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 a N F�- oETAILs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W Ly SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT 8E INSTALLED IN ACCORDANCE W TH THE �-23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.' (� W _�.F O IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+!-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO HE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 L05,ALTERNATIVELY,L LU �a I„ 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: DO M 32' 32' --i1--rnU Lwlo7n 636 L8$ ~ -U (60 PSF)X C =524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 48) OPENING WIDTH 72.7 PSF Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND$ILL.THE WINDOW FRAME DEPTH IS 2.318',THE OPENING REQUIRES A t bUJ p U KZ DESIGN PRESSURE OF+50.0/-55.0 PSF. Q r d FOR THE VERTICAL MULLION: Z Q p 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=165"AND THE OPENING WIDTH IS 36"+36'+i'=73'.REFERENCING SHEET 25, Q Z ^� THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.378'AND WILL N !A a O et-- 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 W 2 MULL WIDTH-- FROM TABLE 3A,SHEET 7,THE 1"X 2J5'X.375-MULLION(LENGTH=108',OPENING WIDTH=SO')MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF � ;z II'_- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, F" l FROM TABLE i2A,SHEET 16,THE 2"X 4'X.250"MULLION(LENGTH=1011",OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a•:UJ Z vN n SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION:NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS, g' m O>.Q SEE DETAILS, 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 �-a FRODUOT'S -\ ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WtNDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION - 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED - VERTICA�Jl , j CONCRETE HEADER AND SILL ARE 6'WIDE.IF THE MULLION CLIP WERE TO BE.CENTERED WITHIN THE 8%CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. ' MULLION`' -1 USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH '-SEE \-SEE & DETAILS, DETAIL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS, OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2`X 4'X.250*MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HOR2. �� - �� MULLION TYPE COULD 8E CHOSEN. AIORMUL 72 PROi)UCT REVSSF.D 1 THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE as c—plying with 61c ilo" } If u ilding Code USED,FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(a LENGTH=AP',OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1.170,0 PSF WHICH EXCEEDS THE A—pi.-No Ira-olz 1$.03 REQUIREMENTS FOR THE OPENING AND MAY HE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. F:pirnlion D.Ite /J,C12 SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" By 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 Mimn Dada I'rodad >�23 (4)31`16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED i 1 i I?I+t -1- ANCHOR CAPACITY OF 521 LBS. 1( i..YN! rG 36',HO . HORtZ. ��— 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS,TABLE 128 FOR THE U•CLIP SHOWS THE ANCHOR +a` 1,t�Lf'tsEq rr 1—MULL LENGTH 38',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 M---OPENING WIDTH FOR VERTICAL MULL ANCHORTYPE IS A012 STEEL SCREW. I!:1.!73fOJ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: r fr Y +1-64.7 PSF FROM THE VERTICAL MULLION: +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ;-fi'. yt U +/-170.0 PSF FROMTHE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ;'O'• +'fAll- 0 THE LOWEST DESIGN PRESSURE IS+!•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS, AN '•.?`L'JF.t4(;'.•',t.��'.: VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION 4;.,' 1114.. s' ( PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYON�Ui1MIBCE�,P.E. I �r ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 m EXAMPLE&OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALTRIANGULAR LOADING: j PW PW. 04 PW 1 I `—f ci x U L_.J SRtDH SHtOH_ __SH7DH SHIDH _FW _ _ PW�' I O) lil I a LLI LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i I`-1 HDOOR y _ SGD -`- - m 2 LOADING OF VERTICAL MULLION N '� W t ... J W� $ zZ PW I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q PW Z Q o - i ¢t- Z co 0 PW, PW PW N (D , go a� z SH/DH SWOH" SWOH SH/DH i d� Z d O SKIDH 6- 16 LOADING OF VERTICAL MULLION LOADING Of HORIZONTAL MULLION I �••-�• / / SILL Of WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 I I ] _ PW PW --v HR LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Pi HINGED 1 NOTES: DOOR PW PW I n-noCTgvviL %ho - _ I ac cmnpiyingiriih the Ftotida 1)DRAWINGS ARE Hnilding Code I RERESENTATIONS OF TYPICAL Acmplatun Mi p f 1 PW CONFIGURATIONS. <imti ihtc sa�2O23 CONFIGURATIONS NOT SHOWN I PW MAYBE EXTRAPOLATED FROM Minn'r>n a Produm THOSE SHOWN. ' 2 IF THE LOADING TYPE CANNOT \• :($ r/ PW BE DETERMtNED.USE �`i�(}.••' 1/,, ri 2� RECTANGULAR LOADING. ��'f I•''C •'`t P ( PW W 1 I 3)SEE PRODUCTS'APPROVAL FORNo,fiL705 I I f ACTUAL ANCHOR LOCATIONS, _ . OAOtNG Of VERTICAL MULLION LOADING OF VERTICAL MULLION I f '.. 6 PANEL CF hiiNvED DOOR iS:NOT MOTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 �•�tt r I I SGD :x(.11,'. 5(r'fLU6 LOADING OF VERTICAL LOADING OF HORIZONTAL A-LYNN{ 4EQR:•Ej�E. f MULLION MULLION FL FIX 55705 G i