Loading...
HomeMy WebLinkAboutProduct Approval zm�r�.•..,._.,.w...,,.._ ...,u..... ..t..c,., .,....�..a...;=,.�x.....�...,,&,".,......»...�.>.asa��...i: VA"; .`"4_........- a..r�.e Sr St^o-. is.,.c_ .�,�ar�aKT BCIS Home; Log In User Registration Ho[Topics Submit Surcharge Stas&Facts Publications i FBC Staff BCIS Site Map Links Search s ,Product Approval fz USER:Public User '_.}_=:-.'_...:....:;:;:1L t.'l`: > >11?;�Il.;;:;iJai Y;>Application Detail FL# FL251-R27 Application Type Code Version 2014 Application Status• ed *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived C E EM Product Manufacturer CG �dries AUGAddress/Phone/Email n y Drive ; �0�ce,FL 34275 (941)486-0100 Ext 22318 PER.'yiiT'TjVG druark@pgtindustries.com St Lucie County, FL Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assembiie Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/15/2016 Date Validated 03/22/2016 Date Pending PP FBC Approval Evaluation Reports Created by independent Third Party: 251.7 ---TSGD-780(Impact) WInGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/0212017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance F.L.2"',' -u (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: 251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes V Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance Fj .7 (NOA)for product performance information,anchorage Verified 13"y: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 2 Z '..- -L-, ..,,: 1 11 ['Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact i Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance H:z4,. (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: 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes R.2E--, Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/1412018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance (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: 251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes r' 1 -21 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/2112021 --DFe-s-i4n-PF4�-ss—ut�e-TNIA`-------rnstallation-Instructions----------, Other: Please see Miami-Dade County Notice of Acceptance (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER -details,-an cLa n chor-type,-size,-an d-spa cing-i nfq mri at'icLn­_ Created by Independent Third party:.-­ Evaluation Reports Created by Independent Third Party: 251.12 GD-5570(Large Missile Impact) Vinyl Sliding Glass Door - 4J s off UUse se Certification Agency CertificateApproved for use in HVHZ:Yes L Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance F1.251, ?27 D I (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 L Created by Independent Third Party: MIAM I•DADE MIAlY13-DADE.COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) � puwww.miamidadc.eov/economy PGT Industries AUG , 1070 Technology Drive, ` 5 2016 North Venice,FL 34275 PERIJIrmNG SCOPE: 5t. Lucie County, FL. This NOA is being issued under-the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material-fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity I rfica one. DESCRIPTION: Series `5570/2770" inyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUME :Dr 'ng No.MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 thiough 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet 8)of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types,sill riser(detail sheet 4)and anchor requirements. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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. ----- ----- ---------- -- — -- TERl BNATION of this NOA will occur•after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, fOL es advCrtisirrg Or any atter purposes-shall-automaticallq-termmate thi OOA Failure ficxmmpiy-wrth-an section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises and renews NOA 915-0409.02 and consists of this page 1 and evidence pages E-1,E-2, &E-3 as well as approval document mentioned above: The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.15-1210.OI MfAMI•DADECOUNTY �n Expiration Date: April 14,2021 Approval Date: March 3,2016 z Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. Test report on 1)Unifonn Static Air Pressure Test,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 vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546,dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 8547,dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)1JniformsStatic Air_P_ressure_T_est,_pez-F-BC,_TAS 3) Water Resistance Test,per FBC,TAS 202-94 �4)Large Missile Impact Test per FBC,TAS 201-94 Cyclic WiPressure-Loa mg per SC;TA-S 203=94 6).Forced Entry Test,per FBC, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-1 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) 5. Test report on 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 8549,dated 11/06/15, signed and sealed by Idalmis Ortega,P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/2016) 7. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,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,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL 6638 (samples A-I thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (Submitted underNOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202-w94, issued by Fenestration Testing Lab, Inc., dated 12/06/10,signed and sealed by Jorge A. Causo,P.E. (Submitted under NOA No. 11=0107.09) - --C.—CALCULATIONS CALCULA-TIONS-- --- ------ -- -- - 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by ------------------PGT;dated-1-2-/09/-1 sand-last revised-on 02/-15H-6,-signed-and-sealed by-Anthony-L—Miller,-P.F;. - - - 2, Glazing complies with ASTMS-1300-02, -04&-09 D. QUALITY ASSURANCE . 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date: April 14,2021 Approval Date: March 3,2016 E-2 = PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No. 15-0528.11 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated) White Rigid PVC",expiring on 09/30/19. 4. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glass ® (Clear and White)Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.13-0129.27 issued to Kuraray America,Inc. for their`Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (5a'Edition) and"No . financial interest",prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. Notice of Acceptance No. 15-0409.02,issued to PGT Industries,for their Series"5570/2770" Vinyl Sliding Glass Door(Reinforced)—L.M.I. ', approved on 06/18/15 and expiring on 04/14/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1210.01 Expiration Date:. April 14,2021 Approval Date: March 3,2016 E-3 I _ SERIES 5570 IMPACT RESISTANT liSLIDING GLASS-DOOR TABLE A: Min.Edge Mln, Group Anchor Substrate Frame Member 'MIN.OF 3 THREADS INCLUDINGPOCKETS & 900/1350 CORNERS °'°`"ece Embedme"' BEYOND THE METAL T,soul em Plna Hee 9 II emb 1S'- l ' SUBSTRATE.METAL GENERAL NOTES; 8G=0.55) p•hoek 9116' 1.2781 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. G5) r,11 SMS SUBSTRATE TO MEET MIN. Aluminum,6063.75• HeedfSilllJemb 319' 110• (G5)00410 5.9. STRENGTH AND THICKNESS 2)DESIGN PRESSURES: SMS, 0.126'min.thickness) P•hook 316' 119• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (min.11 Steel,A381 HeadISII9Jomb ale• 0.0x0 REQUIREMENTS PER B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. A Ihresdenn) 0.060•min.thickness P-hook 318' 0.060• CURRENT FLORIDA BUILDING 3 ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, Steal stud,A693 uneGr.s) Head/Sill/Jamb aro• 0.0711'(114 Go. CODE AND TO RI REVIEWED 0.071•min.lhlcknees P-hock d'9• 0.071. 1M1 Ge. BY THE AUTHORITY HAVING INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTOCONTACT WITH OTHER DISSIMILAR MATERIALS I!4'Elco P.T.Southern Pine Jamb V 1.319' JURISDICTION. SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). lllireeon (SG=0.55) P-hook 1• TV8. 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco 410 P.T.Southern Pine Head/SiIIIJemb1' 1.319' FOR STEEL STUDS, 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CreleFlex SG=0.65) P•hook 1' 1-316' MIN.FU=45 KSI& 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&!AGGREG TOR ANCHOR NON$,VISION EXTRUSION,LTD, 8 n12,steal wood P.T.So ern Pine Head/SII9Jemb 91161 A MIN.FY=33 KSI. WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED eerew O6 SG=0.55 P•Icok 9)16• 1-aro' PAINTED OR LAMINATED WHITE RIGID PVC NOA Concrela P•twok 1. t-3 e^ ( ) I 114'El.. min.2.95 kel HaedISIII/Jamb t• 16• "UNGROUTED CMU"VALUES REFERENCES(TEST REPORTS):FTL-6337,6338,8646.8649,8652&8717;EXOVA-10.002-792(A)&10.000-10231; Ullrecon Ungrouted C Jamb 1. 1-114' MAY BE USED FOR GROUTED CAMBRIDGE 535753-09; ' 90 P-hook 1. 1.104 CMU APPLICATIONS. 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE Ungroated CMU, Jamb 1.314' 1.1/4• HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION 114•Elco 410 ASTM G90 P-hook 1.314• 1.114' EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, C E.S.CreleFlex Concrete HeadISIIIIJamb 1-3/ill- 1av4' IMPACT RATING (COMPONENT REQUIREMENTS). (min.3.95 ksl P•hook 1' 1.314' RATED FOR LARGE&SMALL 6)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Concrete Head/8110Jemb 1.112' 1.310' MISSILE IMPACT RESISTANCE 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLPZING MAY BE SUBSTITUTED, min.2.22 kel P•hook 1.112' lava' 10 THE 6570 SERIES SLIDING GLASS DOOR MAY ALSO BE'.KNOWN AS THE 670/2770 SERIES. 114•Eloo 1&9 Ungrooled CMU, Jamb 2- 1.114 , I S.S.Agora•Oalof (AS0=90) P-hook Y 1ESIGN PRESSURE RATING .114' _ P.T.Southern Pine Head/Sill/Jamb 1. 1-319' [!SEE TABLES 1,2&B1,B2 ANCHOR NOTES: SG^0.55 P•hook 1. 1.319• ON SHEETS 7&8 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY Concrete HeadiSiHI/Jamb 2.112• 1-318• APFROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 114•Elco min.2.95 kol P-hook 2112' 1_319' REQUIREMENTS, I I Ullracon Ungrouled CMU, Jamb 2.11T 1.1114' 2 FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS S EET. D ASTM G90 P-hook 2-11T 1.114 N PRODUCT RENEWED Corrrele HeeP.ho Jamb 2.112' 1.374' 3)WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-112-THICK.PROPERLY SECURED,1XWOOD BUCKS ARC OPTIONAL 114•Elco 410 min.3.35 ke0 P•hook 2.112' 1J B' as complying with the Florida IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR Building Code GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE S.S.CrelaFlox UnASTM CMU, ,Iamb 2.112 1.114' NOA-No, 15.1210.01 ASTM G90) P-hook 1 2.112' 1 1.114' Expiration Date 04/14/2021 STRUCTURE.BUCK DESIGN AND INSTAL-CATION IS THE RESPONS i ILITY OF THE ENGINEER OR ARCHITECT OF p RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.I s 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED GENERAL NOTES.............1 miaml-D!db Prrol BY THE AUTHORITY HAVING JURISDICTION. I I EXAMPLE CONFIGS..........2 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NONSHRINK, INSTALL DETAILS..............3.6 NON-METALLIC GROUT,MAX.114"THICK&3400 PSI MIN,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Dp1ANCHOR TABLES 7-8 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF EXAMPLE............................9 SUBSTRATE IS WOOD,301E FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD GLAZING DETAILS............10 SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. STANDARDS USED: ANCHOR LOCATIONS 11-16 2014 FLORIDA BUILDING CODE(FBC),5TH EDITION PANEL TYPES...................17 INSTRUCTIONS: ASTM E1300.09 EXTRUSIONS.....................18 OOD SLIDING GLASS DOORS MAYBE DETERMINED FROM DOWING THE REQUIRED DESIGN PRESSURE OF E THE PROPENlNG,THE ANCHOR[SSURE TABLES 1 OR 2i DEPENDSNG ON THE ALUMINUM DESIGN MANUALFOR THE ANSIfAF&PA NDS-2012 FOR 1NADM-2010STRUCTION ACCESSORIES..................19 `�\\1N( LYNN��1 fii, SCREEN DETAILS.............20 `� p le 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, AISI.5100.071S2.2010 PARTS LIST........................21 GLASS/REINFORCEMENT, (F9 E,USING THE FRAME HEIGHT AND THE NOMINAL �•' PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR ='k No.50705 '• HEIGHT. 4 VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 _ 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.AN, ARE DEFINED IN TABLE A,THIS GENERAL NOTES S J ROSOWSKI S5 SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE ;p''•; I T-o < a -O DISTANCE.FROM THE DESIGN PRESSURE TABLES tTABLES 1 OR 2,VERIFY THAT THE OPENING'S REQUIRED DESIGN CERT.OF AUTH.9292 98 i _.-_ ''%N P40R101''' PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE rfvl�NF1U ' 6)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 f r 1 I I r t r 0)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-400.1600 SGD-5570 NTS 1 OF 21 1 MD-5570.0 1411 A.LYNN MILLER,P.E. P.E.p 68705 I I i , I i j - I j I MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH ► NOM.PANEL WIDTH _ NOM.PANEL WIDTH e. NOM,PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 —^ PER TABLES 1&2 PER TABLES 1&2 -nr , PER TABLES 1&2 MAX U NIT / I� MAX.;UNIT ®I /' / I MAX.UNIT }{ o I� MAXUNIT , o I c D HEIGHT I^ HEIGHT / / I^ HEIGHT C7 PER TABLES 1&2 / PER TABLES 1&2 / / PER TABLES 1&2 / / / PER ///j / / / / Im TABLES 1&2 / yI PDCKtr I" .�ocxEr /_ vDExEr I !� J A 1 _J 1-PANEL 1 2-PANEL 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS — ° MAX.UNIT WIDTH -------- MAX.UNIT WIDTH' MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES1 PER TABLES 1&2• PER TABLES 1&2 T— I � --i MAX.UNIT F HEIGHT / 8 / NOTE MAX.UNIT I MAX.UNIT / PER / / v,noe HEIGHT / I� HEIGHT / It" TABLES 1&2 PER TABLES 1&2 / / / / / p PER TABLES 1&2 / / / / / Ig 9 IN J J CORNER,TYP. F 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS OV 90ECONXERSIIOYlI,1n51DECOW EM15IMMA PRODUCT RENEWED — MAX.UNIT WIDTH MAX.UNIT WIDTH --may as complying with the Florida Building code NOM.PANEL WIDTH NOM,PANEL WIDTH I rtoA-No. 15.1210.01 PER'rABLES 1&2 ° PER TABLES 1&2 Expiration Date 04/14/2021 —1 o I n e-pD 'a a a i Im Mleml- 3 e Prodor7 et Control MAX.UNIT ' X I MAX.UNIT HEIGHT a IJJ 3 / I^ HEIGHT PER TABLES 1 8 2 / / / / / / I PER TABLES 1&2 POCKET IN mcWr J J 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X°=OPERABLE PANEL �t it 1 ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB DLO WIDTH=NOM.PANEL WIDTH-8-91t6" ) "O"=INOPERABLE PANEL DLO HEIGHT=DOOR HEIGHT-11-1/16" .``�0��...yNN•.:�/�Fi;'; (p) p p p p POCKET PANEL HEIGHT=DOOR HEIGHT-2-112" cEris .T/( LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET CONFIGURATION CAN BE XXXX , XXXX OR XXXX OXXX IN "O" POCKET CONFIGURATION CAN BE OXXXp. c 613705 2)90°&136°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. f VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ L EXAMPLE CONFIGURATIONS �m J ROSOWSKI •v 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS 70 BE DESIGNED BY OTHERS AND sYr• REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® ` a� (� F�oyv�.'(j DETAIL LETTER cEttr.of nyTH.Nzg2as cs C� , 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. 1070 TECHNOLOGY DRIVE MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' L--SHEET NUMBER N.VENICE,FL 34275 -- A.tvr+N'Mateg,P.E 5 j (941)-480-1600 SGD-5570 NTS 2 OF 21 MD-5570.0 P-e.a 6e705 i i I I I I I ! I • I I DETAIL Al DETAIL B1 METAL TYP.,SEE ANCHOR THRU IXWOOD I I ASTRAGAL DETAIL C1 DETAIL D11 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO h7E7AL THREADS BEYOND THE CONCRETE/CMU PER I METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH — 114"MAX. ! REQUIRED IF DOOR +9 TYP.ANCHOR TYPE, •: ' .;� � of MAX 26•Q.c. HEIGHT IS OVER 98' 0I 21 0e EMBEDMENT AND I 22 EDGE EDGE DISTANCE PER q e �� DISTANCE SUBSTRATE,SEE TABLE A,SHEET 1& DAYLIGHT 10 IN NOTE 3,BELOW •.,.b ' TERIOR zT xe OPENING 6 WIDTH EMBEDMENT aaunce I I m nnu nR I I �'— EDGE EDGE o� I ex DISTANCE DISTANCEj��-' '; o ( x3 60 EX7ERIDR SEE NOTE 6, NOTE 6, 94 - 2'`' 3 27 28 THIS SHEET 1/4"MAX. �a THIS SHEET I I SEE NOTE 6, 1 X OR 2X WOOD EMBEDMENT- ANC MBEDMENT- 6 / / 32 THIS SHEET-- ' BUCKSTRIP,SEE I SEE NOTE 6,THIS SHEET 20 ANCHOR / / NOTE 4,SHEET 1 I L—————J,` #e X 314"SMS REINFORCEMENT SCREW;7 TYP.ANCHOR TYPE, PLATE AT / ea PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND EVERY / HORIZONTAL SECTION(XXX SHOWN) 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER ANCHOR — SUBSTRATE,SEE LOCATION \ DETAIL C2 DETAIL D2 DETAIL B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK IMO MASONRY ASTRAGAL NOTE 3,BELOW �` FACING INT. 2X WOOD BUCKSTRIP OR INTO 2X WOOD 19 REQUIRED IF DOOR EMBEDMENT —i ^ —1 FRAMING,SEE ANCHOR 96 •D RYLIUM I _ x+eI HEIGHT IS OVER 96' 1/4"MAX. —rl `F l r NOTE 3,SHEET 1 ► OPENING INTERIOR I PRODUCT RENEWED 22 EDGE ns complying with the Florida WIDTH r (� I I Building Id ne DISTANCE Noa-No. P (� I I 15-1210.01 TYP.ANCHOR TYPE, I SEE NOTE 6,THIS SHEET T •''.'t0 I ( Expiration Date 04/14/2021 EMBEDMENT AND t 7 26 R@&R 25 EDGE DISTANCE PER__ d TYP.ANCHOR TYPE, By SUBSTRATE,SEE 6 03 23 a mioml- n rotluct control EMBEDMENT AND EDGE DISTANCE P �I o o p 'I� I I TABLE A,SHEET 1 8 �' I a+ q _ �I NOTE 3,BELOW L L i m lmi �pu(wd� PER SUBSTRATE, I L SEE TABLE A,SHEET [5I d EDGE 1&NOTE 3,BELOW EXTERIOR o DISTANCE �� •ttetQtuud� I— I L ------I 1 114"MAX.' I PANEL WIDTH — CONCRETE/CMU PER ASTRAGAL MAY BE I HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT INTERIOR OR t+t 177 FIXED PANEL CLIP& ��� NOTES —ANCHORS,SEE EXTERIOR DIRECTION. \�� �q UYNN/,p/l�� ALL PARTS IDENTICAL, �,x0 " CNs• ''•: �: 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATION$. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHEET) DETAIL SHEET 19 P�.. �\r C )T i 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALLLocicsrlLEs, I; plu.:,11709 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXEb . 26 20 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ r - ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED T ALL HORIZONTAL MILS l INSTALLATION,HORIZONTAL X-SECT.1 a J ROSOWSKI FRAME ANCHOR LOCATIONS. �'j� '•, „IATA F 5)PANE WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL AdD-ON. _ ®' ` <a �c '•.,FLonto� C9 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMEI,NTS.ALL INTEnLo�s z7 xe CERT.QF Au7H.#29296 SSS 1. REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ' ONLY 1070 TECHNOLOGY DRIVE TUNA+ +++ THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS, STANDARD Ho N.VENICE,FL 34275 A.LYNN MILLER,P.E. — 7)SEE SHEET 20 FOR SCREEN DETAILS. (941)-480-1000 SGD-5570 NTS � 3 OF 21 q MD-5570.0 P.E.#60705 I ' I I I I I I I � I! DETAIL E1 TYP.ANCHOR TYPE,EMBED ENT I DETAIL E21 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER I i INrowooD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1XBUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET i - COMPLIANT ALUMINUMISTEEL 1&NOTE 3,THIS SHEET I. 2X11WOOD BUOKSTRIP OR TYP.ANCHOR TYPE,EMBEDMENT ___ FRAMING OR STEEL STUD.MAY CONCRETElCMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. PER ANCHOR NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 REQUIREMENT ! DISTANCE DISTANCE 4 EMBED' I' _l• I+ EDGE DISTANCE ° MENTI ` EMBEDMENT I EMBEDMENT — � — EMBEDMENT I 1/4".MAX. 0 1X j4R 2 WOOD nn 1/4"MAX. o 1/4"MAX. II g 114"MAX. t Q BU STRIP,SEEQ U u ✓;HOR NOTE 3, 0 TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND AN ANkH 0 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 1 / / T TABLE A,SHEET 1&NOTE 3,THIS,SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET / �• / 80 33 NOTES o / I j FOR 1)DETAILS APPLY"I"O 2,3 AND 4 TRACK CONFIGURATIONS. / LOCKSTILEs. 2)REFER TO ANCHOR NOTES,SHEET 1. ASTRAOALS. - 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, FI%ED STILES AND N8 X 314"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM,PANEL WIDTH-8-9/1 G" koRIIZOSTAL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM N8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" ANCHOR PLATE AT CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/Z' EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. LOCATIONDAYLIGHT 0)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING O• PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL FRAME! SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT SILL RISER PRODUCT RENEWED HEIGHT NATE o. EXACT DIMENSIONS, as complying with(he Florida THI§SHEET VARIES WITH Dutlding Codo REQUIRED NOA-No. 15-1210.01 E IERIOR POSITIVE s9Expiration Date 04/14/20W21 .390--1 1---- DY PRESSURE, U .Mioml- a roduet Control 0z SEE SHEETS 3901 fes- EXTERIOR s —] I aR o2 7&8. .{ 3907-►i tom- 1Ia z5 oR no } �+-.390 T 2.3702.947 114"MAX. 33 I ez 1142 SHOWN 1—I I�{ 1793 I 3.464I41 GROUTAS 0 043-45 ALSO APPLY .823 1 .L_ 2.887 f_ LNEEDED,SEE t3 T 1'917ANCHOR NOTE 1 A .060 000 .060 5,SHEET I Q 2-1/2" TOTAL •000 5 O 8 114"MAX. O SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER ! qp O 44 4s �(2-112"TOTAL (3.1/2"TOTAL (4-1110"TOTAL (4.518"TOTAL _ SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) EDGE R EMBED- .y S EMBEDMENT - ` ;�r; No.58705 MENT "• I DISTANCE [INSTALI-LATION YL SIDING GLASS DOOR NOA(LM) 10/05/15 _ - •_ EDGE TYP-ANCHOR TYPE; 1 TYP.ANCHOR TYPE, ,VERTICALX-SECT. m` JROSOWSKI =•c1 .Q �Iqo'Z DISTANCE --EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ¢ EDGE DISTANCE FRAM RJG,SEE ANCHOR EDGE DISTANCE �� �\ CONCRETE/CMU PER SUBSTRATE, I NOTE 3,SHEET 1 PER SUBSTRATE, CERT.OF AUTH.1129798 - m SS/OW PER ANCHOR DETAIL Fi SEE TABLE A, i DETAIL F2 SEE TABLE A, 1070 TECHNOLOGY DRIVE REQUIREMENTSHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 A.LYNN MILLER,P.E. THIS SHEET THIS SHEET (941)-480-1600 INfO MASONRY ! IN(O WOOD 4 r 'd SGD•�570 NTS 4 OF 21 °z MD-5570,0 P,E.p 68705 i I I I I I ° ' I 2 INTERIOR 71 u 4 71 aq 2 26 O 2B 07 1 TERIO 100 MAX 18.6'O.C. TERIOR 26 OR 26 MAX.3.6'O.C. 1 3,q 1g 90 SEE SHEET 19 I'q Mnx3.6'o.c. J�� INTERIORDETAIL H2 c p IO YO.SEE 9HEFT 19 EXTERIOR 90• OUTSIDE CORNER flOn g' I na 4g O 90° Q (I (1 33 U INTERIOR �n O �� �❑ 1] (f 39 2�R 20 � � 1 MAX 1B.5•D.C. EXTERIOR EXTERIOR 37 On 135' O V 90° O On DETAIL G1 DETAIL H1 MAX 1B.6°o.C.(94 II�lFI 136' op lO B0• oLf INSIDE CORNER I� I O INSIDE CORNER 40 EXTERIOR INTERIOR 41 EXTERIOR *MAX 3.6.O.C. 19 96 09 n 1 \� 1 -SEES HEET 19 V PRODUCT RENEWED ns *mIng with the Florida e IAJL!"'—LLOJ euilding Code OO NOA-No. 15-1210.01 Expiration Date 04/14/2021 135° I 4 INTERIOR 6y Miami-099WFroduct Control on 2 NOTES 1)DETAILS APPLY TO 2,21 AND 4 TRACK CONFIGURATIONS. � I 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 26 DR 26 I nn0 QUANTITIES,SEE TABLES 1&2.' 1111111 I I I1��� �1u1 33 3a I 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, `��1 1,Y14N Alit( u DEPENDING ON CONFIGURATION. `�2O\,�GflNSE'•.FP �% DETAIL G2 Mnx18.6•o.c.g6 EXTERIOR -_ MAX 3.6'O.C. i VINYL SLIDING GLASS DOOR NOA(LM) 10105115 .n r Ng,Gal 136' SEESHEET'19 t0 g0 I- OUTSIDE CORNER g9 - � a;_ CORNER ASTRAGAL HORIZ,X-SECT, J ROSOWSKI ;C( rl I( �` qF _ CERT.OF RUTH.N29296 m � ;/�S 1070 TECHNOLOGY DRIVE i� SlUNPX-,.'' N.VENICE,FL 34275 x A.LVNNU'LIER,P.E. I (041)-480-1000 SGD-5570 NTS >� 50F21 MD-5570.0 ! P,E.N 50705 � I �I, I i I I � I I i DETAIL 11 DETAIL 12 OPTIONAL NON- i INTO 7MSONRY - INTO MASONRY STRUCTURAL CONCRETE/CMU ANCHORS FOR •t �o 4 _ EDGE PERANCHOR INTERIOR POCKET `u, TE OR °1 21 zz TYP.ANCHOR TYPE,EMBEDMENT DISTANCE REQUIREMENT JAMB .• 3.3 2° Re AND EDGE DISTANCE PER sra FIG L SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST FIGURE 1,INTERLOCKS AT POCKETS: THIS SHEET 30 ca SHEET 1&NOTE 3,BELOW �"•?'''.:r INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS; 10 OPT. FRAME JAMB TO REDUCE THE ` ' _ POSSIBILITY OF WATER "• ' zt d ANCHOR 3t pPq INFILTRATION. ';,�... U4"MAX. 19 EMBEDMENT shy i7 OPT. II �... 77 OPT. •i 8 POCKET BY OTHERS,SEE NOTE 6 BELOW. :; t 1 >.. EXTERIOR EXTERIOR o FOR DOOR HEIGHTS OVER 9fi" j MENL:f'••: ,4h0 OPT. _v 114"MAX. q EXTERIOR"�,.,.• ..�. 21.9" (� :.,;. .: ..:• :- :` .' ANCHOR ' to q s7 MAX.O.C, CONCRETEICMU SEE FIE 1,31 d 30 TYP.ANCHOR TYPE,EMBEDMENT 1 THIS SHEET AND EDGE DISTANCE PER EDGE —PER ANCHOR ze R 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT d &NOTE 3,BELOW EXTERIOR POCKET 22 qI i INTERIOR POCKET ---- �21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BELO 2X WOOD BUCKSTRIP OR THE METAL SUBSTRATE EDGE PRODUCT RENEWED FRAMING,SEE ANCHOR as complying with tho Florida DISTANCE NOTE 3,SHEET 1 *, 12 EDGE 10.01 DETAI—LI 3 DISTANCE OPT.ANCHOR OPT.ANCHOR 412021 EMBEDMENT �17 OPT Control 17 OPT. EMBEDMENT o DETAIL 14 114" q INro p7000 114"MAX. c� o MAX. EXTERIOR - 10 SEE FIG I,31 d THIS SHEET SEE FIG 1, 2° R Y7 °2 THIS SHEET 30 EXTERIOR zz� zo \`1tL1uI Irrlr7j� 21 01 EXTERIOR POCKET . ,(\YNN EXTERIOR POCKET ALUMINUM SLIDING GLASS DOOR NCA(LM) 10/05115 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ,X-SECT. '� J ROSOWSKI :1t 2)REFER TO ANCHOR NOTES,SHEET 1. a 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. �ff. � U� .FtoRtv�•'�C 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. CERT.of AUTH.#20200Sp 6)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE "IIpN��t 11T�� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 A.LYNN MILLER,P.E. AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)•480-1800 SGD-5570 NTS 8 OF 21 MD•5570.0 i� p.E.N tB705 I I I i I _ I FStdR Design Pressure(DP)and Anahtir Quantities Required, (Por all approved conligurall✓JAs on Sheol,2) for: I Door_Unil Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Types 1,3 of 6 80" 84" 9G" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. l Reinforcement 929 BB-1671 eight 172-15116'IDLO Height 8446116'DLO Height_ THE MAXIMUM DP AT THESE ANCHOR QUANTITIES,ADDITIONALLY,THE inforcement#26 or#20 Anc up, i Anohbr Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE ok RelnPoroemenl#27 A C D A B C D A 13 0 D CONSIDERED,SEE TABLE B1,THIS SHEET, Design Pressure +60/- psf +60/-60 psf +60/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS -118' HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT DLO Jambj 6 5 1 5 5 5 6 5 6MIDSPAN OF PANEL). idth -TOTAL#OF ANCHORS THROUGH THE JAMB, P-hook 7 7 7 7 1 7 7 7 7 8 a a 8 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +60/-60 psf 1 +60/,-60 Psi +60/-60psf 25-1/B" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+} C3+1 C3+1 03+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30 " DLO Jamb ori— 6 5 6 5 6 6 6 5 5 5 6 F Width P-hook 7 1 7 1 7 7 1 1 7 :,71 1 7 1 7 B 1 8 1 8 1 8 Design Prassr +601-60 psf j +60,-60 psi I +601-60 psf 1-18" HeadlSlll C3+1 03+ 3+11 C3+1 C3+j1 C3+1 C3+1 03+1 C3+1 C3+1 03+1 36" DLO Jamb 6 6 5 6 1 6 6 5 5 5 5 5 5 Width P-hook 7 1 7 1 7 1 7 111 7 1 7 1 7 1 7 B j 8 1 8 1 a z DeslgnPressure +601-60psf +60'/-60psf +601-60psf 3T-11W HeadlSlll C3+1 C3+1 C3+1 C3+ '.C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO � TABLE B1: Width Jamb 6 6 6 5 11 5 51 j 6 1 5 5 1 b 5 5 Water-Limited FIG 1: P-hook 7 1 7 1 7 1 7 I1 7 71 1 7 1 7 8 1 8 1 a 1 8 (+)Design Pressure OH LENGTH f Design Pressure +60/-60 psf +60;1-60psr +601.60 psf 5111 Nom.8111 Max.(+)DP I 43-1/8" Head/8111 C3+2 C3+1 I C3+1 I C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 Wser Height Allowed DOOR ASSEMBLIES 48" DLO Jamb5 b 5 5 5 5; 5 5 5 5 6 6 O INSTALLED WHERE THE PRODUCT RENEWED Width None 1-11116" Sea Nale 2 w OVERHANG(OH)LENGTH IS as complying with the Florida P-hook 7 7 7 7 j 7 71 7 7 8 8 0 8 42 2-112^ +38.7 psf s EQUAL TO OR GREATER THAN Dundrng code = NOA-No. 15-1210.01 43 3-112" +80.0 psi 0 THE OVERHANG HEIGHT IS j USED IN EXAMPLE ON SHEET 9 44 4.1/16^ +80.0 psf EXEMPTED FROM WATER explratlon Date 04/14/2021 INFILTRATION RESISTANCE. 45 4-616" +80.0 psf By Miami- roduct Control I DLO WIDTH=NOM.PANEL WIDTH-8-9118" \\INIlllllrrrrr DLO HEIGHT=DOOR HEIGHT-11-1118" ��\\\�Cly�1.YNil 4,,, PANEL HEIGHT=DOOR HEIGHT-2-112" ��x•. �tcerls. Fp TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 lc wo.66705 _ 1)!F WATER INFILTRATION RESISTANCE IS REQUIRED,7HE LESSER VALUES OF EITHER TABLE 1 - DP&ANCHOR QUANTITY TABLE J ROSOWSKI AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP: . _'� �S 16 u7 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL < - _ < fn sr TL• F RISER IS NOT REQUIRED.IF 50,+DP'S SHOWN IN TABLEII MAY BE USED. CERT.OF AUTH.029,90 3)SEE SILL ® �� FCONIDr•'G�,�� 4)SHEET A PIL ES TO SER TYPES ,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DRIVE �� !;ONAL OC,\\ } f)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 A.LYNN final En,P.E. G)SEE SHEETS 11-18 FOR ANCHOR LOCATION rx SPACING (941)-480-1800 SGD-5b70 NTS 7 OF 21 MD-5570.0 p,E.q 58705 . I ' I it i I I i' �I I TABLE 2: Design Pressure(DP)Iand Anchor Quantities Required, (}r all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for: I I I Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEETABLE A. Glass Types 2 or 4 80" 1 1 B4" 96" 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68.15/18'DLO Height 72-16116"DLO Height 84.15116"DLO Height 96-15116"DLO Height 10&15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Looks life Reinforcement#26 Anchor Group 1 AnchorlGroup Anchor Group Anchor Group Anchor Group /MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement N2a A B C D CONSIDERED,SEE TABLE B2,THIS SHEET. j A B ILC 0 A B C D A 8 C D A B C D #OF ANCHORS THROUGH THE HEAD&SILL,(EX:FOR C3+1,3 ANCHORS Design Pressure +100/400ps! 11 +100/=100psf +100/-100psf +60/-65ps( +60/-65ps( CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 19-118" HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 C3+1iC3+1 C3+1 C6+1103+1 C3+1103+1 03+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 24" DLO MIDSPAN OF PANEL). Width Jamb 5 5 5 6 j 6 5 i 5 5 6 5 5 6 .6 6 6 6 6 6 0 e TOTAL#OF ANCHORS THROUGH THE JAMB, P-hook 7 7 7 7 17 7 7 7 B e 8 B 0 e 9 9. 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-+10011! +100/-ioopsf +100/-1oopsl +60/-05Pst +60/-65ps( PERPENDICULAR TO THE GLASS. 251/8" fieadlSlll C5+41-41—d C3+1 C6+1 C3+1 C3+1 03+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 03+1 C3+1 C3+1 30" DLO Jamb 6 6 6 5 j 6 6 6 5 5 5 7 5 6 8, 6 6 8 8 6 6 Width P•hook 7 7 7 7 I;7 7 7 7 B 8 8 B 9 9 9 9 10 10 10 10 � Design Pressure +100/-100psf l +100/400psf +100/-IOOpsf +60/-65psf +60/-65psf FIG 1: � 31-118" Head/Sill C5+1 C3+1 C5+1 C3+1 C5+1 03+1 05+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 LENGTH C3+1 OH 36" DLO Jamb 6 1 6 8 1 5 j 15 6 6 1 5 6 1 6 7 1 5 6 8 8 6 6 1 6 1 8 1 6 Width P•hook 7 7 7 7 1 17 7 7 7 B 8 8 8 9 9 9 9 10 10 10 10 DOOR ASSEMBLIES Design Pressure +foo/-loopsf j i +100/=100psf +100/-100psf +80/-65ps( +60/-65ps! L9 INSTALLED WHERE THE 37-1/8' Head1S111 C5+2 C3+2 C5+2 C3+1 C6+2 C5+2;C5+2 C3+1 05+2 05+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C6+1 C6+1 C5+1 03+1 w OVERHANG(OH)LENGTH IS 42' DLO = EQUAL TO OR GREATER THAN a Width Jamb 5 5 7 6 1 15 6 7 6 6 6 B 5 6 6 6 6 8 8 7 6 zo THE OVERHANG HEIGHT IS P-hook 7 7 7 1 'J 7 1 7 7 B 0 8 8 9 9 9 9 10 10 10 10 EXEMPTED FROM WATER o Design Pressure +100/-100psf I I ,+100/;loops( +92/-92psr +60/-65psf +60/-65ps( INFILTRATION RESISTANCE. z 43-118" 48V" DLO HeadlSlll C5+2 C5+2 C5+7. C3+2 G5+2 C5+2 C6+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 Width Jamb 5 6 7 5 15 5 B 5 6 5 9 5 6 6 7 6 6 0 B 6 PRODUCT RENEWED P-hook 7 7 7 7 i7 7 ' 8 0 B B 9 9 9 9 9 9 10 10 TABLE 62:10 10 as complying with the Florida Design Pressure +60/.BO psi +80/1-80 ps( +80/-BO ps! +60/65ps( +54.1/-58.7psf. Water-Limited Building Code 49 118" (+)0.101 Pressure NOA-No. 15.1210.01 54" DLO Head/SIII C5i2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 Explratron Date 04114/2021 OP Width Jamb 6 5 6 6 15 5 7 5 5 5 8 5 8 6 B 6 6 6 B 6 SIII Nom.SIII Max.(+)d P-hook 7 7 7 7 7 7 7 7 B 8 8 6 0 9 9 9 10 10 10 10 Riser Height Alloyed By Mlaml- a roque!Control DeslgnPressure +80/-00Psf +80/•80psf +60/•80 Ps/ +69.1/-64psf +49.6/-53.7ps! None 1-11116" See Wig 2 -- 55.118" Head/Sill C5+3 C3+2 C5+3 C3+2 95+3 1 C3+2 I C5+3 03+2 C5+3 C5+2 C6+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 2-112' +38.7 psf 60" DLo Jamb 6 6 6 5 6 B 5 8 6 8 6 6 6 0 6 43 3112' +60.0 psf Width P•hook 7 7 7 7 1 7 7 j 7' 7 0 8 8 8 0 9 9 9 10 10 10 10 44 0116" +80.0 psf '+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4518" +100.0 Psf I DLO WIDTH=NOM.PANEL WIDTH-B-9/1 G" `11 ty-4 ,1j/1 DLO HEIGHT=DOOR HEIGHT-11-1110" �` ��,." s� rs r !F PANEL HEIGHT=DOOR HEIGHT-2-112" it TABLE NOTES: jI _ _ Plo.50705 kDA NG GLASS DOOR NOA(LM) 10!05/15 4 1 IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 — ` AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP.' C OR QUANTITY TABLE J ROSOWSKI A'2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® �'.,,FLO171pP.. � ; RISER IS NOT REQUIRED.IF SO,+DPS SHOWN IN TABLE'2 MAY BE!USED.3)SEE SILL RISER TYPES ON SHEET 4. CERT.of AUTH.fi292s0 — „ �'.SSS/oNlIA-E4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS, 1070 TECHNOLOGY DRIVE5)REFER TO ANCHOR NOTES,SHEET 1. I 1 N.VENICE,FL 34275 A.LYNN MILLER,P.E.6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 NTS 1 8 OF 21 gi MD-5570.0 P.E.s 58705 i' I li I I I EXAMPLE; INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, I Q INTERIOR POCKETS v CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OFPANEL2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48,21-68.0 PSF POCKETBY OTHERS,SEE - NOTE G, SHEETO - '42' _- 25-318•MAX. — ..... 6• ANCHORAGE, '+2'ANCHORAGE. Y2'ANCHORAGE, MAX. 8• SHEET 12 SHEET 12 SHEET 12 'C3'CLUSTER, 'C3"CLUSTER, END ANCHORAGE EXTERIOR SHEET I2 SHEETI2 (MIN.IANCHORAGE ANCHOR) SEEPOCKETJAMB E TX ERIOR •• SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET 6 PXXX 3-TRACK TO AID IN .p BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IFA �J SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE rc ENTERLINE ANCHOSEE R IN ORMATBELOW ON. ADDITIONAL MAX• OFPAIJELICENTERLINE �OF INTERLOCK CENTERLINE OF INTERLOCK ANCCENTERLjEMATION. OFPANE OF POCKET BYNIRG EXTERIOR INTERIOR OTHERS(SEE -NOTE�e, o o ° °SHEETS 6ANCHORAGE, •+2•ANCHORAGE. MAX.SHEETIISHEETII C3 CLUSTER, SHEETII•C3'CLUSTER, EXTERIORSHEETII SHEETIIEND ANCHORAGE12'MAX. 2t•6' AME JAMS SEE POCKETJAMD (MIN.I ANCHOR) MAX. REQUIRED@ INSTALLATIONON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEETS PXXX(3-TRACK) PRODUCT RENEWED 1)i KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 as complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code NOA-No. 15-1210,01 +q8.2/-68.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SWEET 7,THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+601-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date,04/14/2021 PRESSURE REQUIREMENTS. TO BE 26.315.O.C.OR LESS By Miami-Dade oduct Control FOR WOOD INSTALLATION USING ANY HeadlSlll IXi+2 ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb 5 1 iSHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 . 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF ENO PANEL e•MAX. I HEAD(CLUSTER ANCHORS):,SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT V MAX. THE INTERLOCKIASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE DPT.ANCHOR HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE TO AID IN �[ ALIGNMENT I MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER \ I P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FDR THE"C3"CLUSTER ANCHORS AT pERTHOF FIGURE ABOVE: ARE NOT REQUIRED AS \` ��j7>.1GCN�Afl, ' ANCHORAGE ANCHORAGE THE INTERLOCK/ASTRAGAL. _ SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL JAMB:6 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 10106115FOR PRODUCT REFERENCES,-A SO SEEN -HOOK:7 ANCHORS,SHEET 13 FOR GENERAL ='� A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE & J ROSOWSKI :J! . Z IC I6 Lu C— C) S l"AIG F Lj LOCATIONS OF CROSS-SEOTION DRAWINGS. ® %T`8)SHEET 10 FOR SPECIFIC GLAZING TYPES. F<omo�.•'C��` C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. 3)INSTALLATION DETAILS INTO WOOD CAN _CERT.OF AUTH.i1292S8 D SHEETS 4'&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HE FOUND L: 1070 TECHNOLOGY DRIVE RAI ' HEAD&SILL:SHEET 4 ,� E)'S}iEET 10 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 N.VENICE,FL 34275 -- A.LYNN MILLER,P.E. F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-4BO-1600 SGD-5570 NTS 9 OF 21 41 MD-5570.0 jJ91 P.E.1168705 i i I JI ' 1.1/16"NOM. 3116'HS GLASS 7116"NOM. 7/16"NOM. .090"PVB 3116"HS GLASS f 3116'*11LA�l S 3110"ANN GLASS F75 7s NOTES: n 7e 1)BACKBEDDING SURFACES SHALL NOT .090"PVB 7/16"AIR SPACE— BE PAINTED OR LAMINATED. 3116"ANN GLASS PAINTED/ ,, I 3116"H3/16"T GLASS PAINTED/ 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINATEDPAINTED! LAMINATED EXTERIOR GLAZED,PROVIDED THAT THE LAMINATED s3 ���'''"""''' so oa e1 SURFACE ! (BORSi ez oa sURFACE "HS"SURFACE OF A LAMINATED GLAZING SURFACEEXTERIOR I— —— i • EXTERIOR ]EXTERIOR UNIT 1S ADHERED 70 THE GLAZING LEG. _PRODUCT IS'EXTERIOR- I PRODUCT IS'EXTERIOR- PRODUCT IS•EXTERIOR- I - "ANN"=ANNEALED GLAZED•IFµ8O.81 IS 716°NOM. GLAZED"1Fµ60-911571V NOM. GLAZED*IFp62-0315 716"NOM. TOWARDS THE EXTERIOR.I I GLASSTOWARDSTHEEXTERIOR. GLASS TOWARDS THE EXTERIOR. I GLASS "HS"=I1EAT STRENGTHENED BITE 1 BITE I I BITE "T"=TEMPERED "PVB"=.090"BUTACITEO PVB INTERLAYER CIINTERIOR I rN ERIOR i INTERIORBY KURARAY AMERICA,INC. PRODUCT IS'INTERIOR- I I PRODUCT IS•INTERIOR. . \v^ PRODUCT IS'INTERIOR- $G"_.09D"SENTRYGLA$®INTERLAYER TOWA D Sµ00•B1 IS9 OLA2ED'IF9A0�8115 TB GLAZED'IFµ02.O315 I 79 BY KURARAY AMERICA,INC. 70WARD9 THE INTERIOR. (; TOWARDS THE INTERIOR. TOWARDS THE INTERIOR.f .SEE NOTE 2• O5 I SEENOTE2. SEENOTE2, THIS SHEET THIS SHEET THIS SHEET - GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 SILICONE I HOT- ELT BUTYL - 1-1116"NOM. 1-3116"NOM. �— STRUCTURAL 3116"HS GLASS 3116"ANN GLASS SILICONE ,080'SO 8132"AIR SPACE - STRUCTURAL 3110°NOM. 1/4"NOM. FOAM HEAT-MIRROR FILM .090'PV8 POLYISOBUTYLEN WITH 3116"HS GLASSWIG e WITH DESICCANT 2132"AIRSPACE "- r DESICCANT 7116"AIRSPACE8 3110"HS GLASS 3/16"7 GLASS I 311 6"T GLASSPRODUCT RENEWED EXT.GLASS EXT.GLASS PAINTED/ TED/ as complying with the Florida I OINATED LAMINATED Building Code 62 OR s3 sA SURFACE NOA'No, 15-1210.01 FACE a TEX ERIORa E TEalo Expiration Date 04/14/2021 INT.GLASS INT.GLASS PRODUCT IS'EXTERIOR- PRODUCTIS'EXTERIOR- I BGLAZED'IP 982-0315OM. OLAZEO'IFµ0A l3 716"NOM,TOWARDS THE EXTERIORSS TOWARDS THE EXTERIOR. I GLASS KODISPACE SUPERI i TE IIBITE 4SG TPS SPACER@NXTTM INTERIOR a iN) ERI 11PRODUCT IS'INTERIOR- 7O PRODUCT 'IF "INI RIOR- 79 ALUMINUM GLA2ED'IFP82-83 IS IREINFORCEMENT POLYISO- DESICCA FILL AREA TOWARDS THEINTERIOR. TOWARDS THE INTERIOR. 13UTYLENE— s 5116"NOM. 16"NOM. SEE NOTE 2, SEE NOTE2, 17 SEAL SILICONE SEAL THIS SHEET THIS SHEET BUTYLDESICCANT ROLL-FORMED GLASS TYPE 4 GLASS TYPE 5 ��``�`nt.. .... FOAM STAINLESS STEEL .••�,1CppISF• EXT.GLASS ' EXT.GLASS No.;16705 ; VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 _ k"' P GLAZING DETAILS pc J ROSOWSKI �6WINT.GLASS INT.GLASS ° ;C�. r- tit DURASEAL® XL EDGETM CERT.OFAUTH.#29296 $ $ n SPACER ie SPACER 1070 TECHNOLOGY DRIVE R 7111 n l n+t`� N.VENICE,FL 34275 B y - A.LYNN MILLER,P.E. j (941)-480-1000 SGD-5570" NTS 10 OF 21 0 MD-5570.0 �# p•E.µry87�r r I SILL CLUSTER ANCHORS LAYOUT: I SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALASTRAOALjOR CENTERLINE INTERLOCK— PANEL INTERLOCK— 4" I j CENTERLINE 4" CENTERLINE CENTERLINE 4• CENTERLIINE EXTERIORE EXTERIOR F _�—E I EXTERIOR EXTERIOR EXTERIOR 2-TRACK LCSCL ANCHORLOCATIONS ANCHOR LOCATIONS V 27RACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACKINTERMEDIATE '+1'ANCHOR LOCATION '+2'ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR ¢„ ii INTERLOCK PANEL PANEL PANEL CENCENTERLINE 4" CENTERLINE CENTERLINE i 4" CENTERLINE 4 INTERLOCK " CENT INE Y — i a a � I p o it E T128!OR —•-+ -»—3.22" EXT�E�R7�I�OR 3.22-- EXTERIOR EX'ERI —3,22" EXTERIOR —ti —3.22" v 3ANCHOCLUSTER'C3' V 34MCK CLUSTER TV 3-TRACK INTERMEDIATE ID 3-TRACK INTERMEDIATE v 3•TRACK IN7E LOCATIONS ANCHORLOCATIONS �; ANCHOR LOCATIONS •+1'ANCHDR LOCATION '+2'ANCHOR LOCATIONS '+3'hNGHOR LOCATIONS �I I ASTRAGAL OR - ASTRAG ILCR INTERLOCK INTERLOCK PANEL PANEL PANEL CENTERLINE 4° !j CENTERLINE 4" CENTERLINE CENTCENTERLINECENTERLINE 4„ I o I I o I � _ EXTERIOR t3.22- _ EXTERIOR i 3.22" EXTER[OR n� SERI —" EXT�ERLIOR EXTERIOR V A-TRACKCLUSTER `�' I 4TRACK CLUSTER `` 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS i I 'C5"ANCHORLOGATIONS •.1'ANCHOR LOCATION '+2•ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ' ( NOTES: NOTES: 'I fmiattSPEnTA1HTOTHEToll o 1NG50.1 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS; 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALL'OWED. 2)TRACK-TO-TRACKt2,3751 DISTANCE IS 2.375" 2)TRACK-TO-TRACtt FOR ALL SILLS: DISTANCE IS 2.376" W2.37611 FOR ALL SILLS: PRODUCT RENEWED Sa TroDRT:sPERrnsTionlEfouowatos¢L I l 1 A. Rwith l �`tr�yt�Gll£I NI FI l!r oco,o Jamb 5 NDA-N151210.01 CLUSTERAHCIIORLOCATIONS: Fh0ok7 ';Hxpiralion Oat04/14/2021 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 BY Ailaml-Bade Product Control r ANCHOR LOCATIONS A ja� J ROSOWSKI -7J u Isf i b I' CERT:OFAUTH.1129298 ' @� ; tiU�'••rtORIDa,•'0�1 NeadlStli C3 1 �XA Jamb 6 1070 TECHNOLOGY DRIVE F-hook 7 N.VENICE,FL 34275 A.LYNN MILLER,P.E. (tJ41)-450-1600 SGD-5570 NTS 11 OF 211 MD-5570.0 P.E.M60705 �� i I MEAD CLUSTER ANCHORS LAYOUT: HEAD'1+11 INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAOALOR PANEL INTERLOCK— 4" INTERLOCK PANEL CENTERLINE 4" PANEL INTERLOCK ICENTERLINE 4" CENTERLINE CENTERLINE 4' i EXTERIOR 3,29'• EXTERpR I 3,92" EXTERIOR EXTERIOR 3.22 EXTERIOR 15 2-TRACK CLUSTER'C3" .-TRACK CLUSTER'05" v 2TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS - '+'ANCHOR LOCATION "F2'ANCHOR LOCATIONS '•3"ANCHOR LOCATIONS ASTRAGALOR I ASTRAGAL OR INTERLOCK .� INTERLOCK PANEL PANEL PANEL CENTERLINE 4„ I CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE 4„ 4.75" I t EXTERIOR —►I 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR —"'I 3.22" . TE 3-TRACK CLUSTER'C'r 3-TRACK CLUSTER'C5' 3 TRANC INTERMEDIATE 3-TRACK2' CHOR INTERMEDIATE +3'ANCHOR LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS "+'ANCHOR LOCATION �/ '�2'ANCHOR LOCATIONS i ASTRAGALOR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK IMERLOCK—+ CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4" CENTEin.INE 4' I I _ I I EXT(E�RIOR 3,22" EXTERIOR I — —3.22" EXTERIOR EXTERIOR EXT\•EERIIOR 3.22" V 14•TRACKCLUSTER 41r ANCHOR LOCATION4T�CK INTERMEDIATE IDANCHCK IOR LOCATIONSNTERMEDIATE+Z, T�ANCHCK IOR LOCATIONSNTERMEDIATE'3, 4-TRACK CLUSTER 'C3"ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TOTHE FOLLOWINGHEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. _ INTERMEDIATE ANCHORLOCATIOIIS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2,375" 2.375" I FOR ALL HEADS: 2)TRACK-TO-TRACK DISTANCE IS 2.375" 2.375" FOR ALL HEADS: j PRODUCT RENEWED ���TT�1l LYNN,l,�T HaadlSill 1 aseomplyingwlththeFiarida `\\O,.••:••••., (e� Jamb 5 eullding ode �\,, LTGEhisf''•`� FIGURE3 1 ' THEFOLLOWINOHEAOTHEFOLLOWINOHEAO I { P-hook 7 NOA-No. 15.1210.01 R : L CLWIER ANCHOR LOCATIONS: Explratlon oat.04/14/2021 z No.50705 VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 Br j Miand-n Product Control '11 - 9�i I IAC 1 ANCHOR LOCATIONS B j� J ROSOWSKI c7�•, ; CERT.OF AUTH.N20258 N n fill I HeadlSlll C31 Jamb 1 5 1070 TECHNOLOGY DRIVE P-hook 1 7 N.VENICE,FL 34276 (941)-480-1600 SGD-5570 1 NTS 12OF21 MD-5570.0 A.LYNN MILLER.P.E. P.E.N 6870.5 I I I j I I I - I I I FIGURES PERTAIN TO THE HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLLOWNG90•CORNERSILL j — ANCHORLOGTIONS: `J0° I " 4" 4„ 4 Orr L4- 3.2r 4r, 4" 4" Head)SIIIJamb2-TRACK BO'CORNER EXTERIOR p.7MCK 9D•CORNER2"EXTnERI�OR J P•hook 7 'C4•ANCHOR LOCATIONS .0 NCHOR LOCATIONS V 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE-C3'IS SPECIFIED) (USE WHERE-C6•IS SPECIFIED) 'C4'ANCHOR LOCATIONS � 'CO•ANCHOR LOCATIONS (USE WI -IS SPECIFIED) Cj (USE WHERE'C5-IS SPECIFIED) II - �I PRODUCT RENEWED 4" 4,r as eomplying with the Florida 4" 4" ° BRliding Code ]� NDA-No. 15-1210.01 ! ° Expiration Date 04/14/2021 4" 4.I Orr Orr M171omt�troi EXTERIOR 3.22' EXTERIOR 3.22 3 22' 3-TRACK90•CORNER I' 3•TRACK9D'CORNER J�� 3•TMCK 90°CORNER EXTERIOR 3-TRACK 90'CORNER EXTERIOR 'C4•ANCHOR LOCATIONS I 'C9•�ANCHOR LOCATIONS J 'C4'ANCHOR LOCATIONS 'C9•ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05•IS SPECIFIED) (USE WHERE•C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) I ' 1 1{ H N N 1 R R F1 R 1 I IN N 4" 4" &4 .R 4" 4" 4�r No.58705 ° STAfLOF r�/, 4" -3.22,r �� LEXTERIOREXTERIOR EXTERIOREXTERIOR4-TMCK OW CORNER 1 •TMCK 0• NER 4-TMCK90'CORNER A-TRACK 90°CORNER n r/lrllllll\'\ 'C4•ANCHOR LOCATIONS 1 'CB•ANCHOR LOCATIONS — 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS �J (USE WHERE•C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) (USE WHERE•C3'IS SPECIFIED) (USE WHERE'C6°IS SPECIFIED) A.LYNN MILLER,P.E. REM 59703 NOTES: FIGURES PERTAINIOTHE FouovnNG90•CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. IIFADAHGHORLOCnnDNS: Al VINYL SLIDING GLASS DOOR NOA(LM) 10/05115 i ® 5 00° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS D sm J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. H9ad)sm T L� Jamb I6 3)TRACK-TO-TRACK CERT.OF RUTH.R2B290 $ P-hook 7 DISTANCE IS 2.375" W2.375.. 2.375" FON ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 — (941)•480-iG00 SGD-5570 NTS 14 OF 21 MO-5570.0 r i i� I - I FIGURES PERTAIN TO 1HE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 1350 CORNER CLUSTER ANCHORS LAYOUT: FOLLµC„� CORNER SILL —_ i 135° 4" 4" 4•, 4" I o 4" I � o Head/SIII C31 Jamh 5 TERIDR EXTERIOR EXTERIOR p-hook 7 3.22" 4,__ EXTEERLI,OR 4' 2-TRACK 135'CORNER2-TRACK 135•CORNER 2-TRACK 135'CORNER V 2-TRACK 13F CORNER V 'C4'ANCHOR LOCATIONS 'CO-ANCHOR LOCATIONS 'C4•ANCNOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE-G3-IS SPECIFIED) (USE WHER 'C5"IS SPECIFIED) (USE WHERE-C3•IS SPECIFIED) (USE WHERE'C5-IS SPECIFIED) ' I ,' 4" 4" 4" 4" PRODUCT RENEWED o ° 4" aSMP' yy11 9 wllh the Florida 4" Building Code NOA-NO. 15-1210.01 4" t ExplrattonOnle04/14/2021 0 EXTERIOR EXTERIOR EXTE��R((IIOR? EXTERIOR By V 3.22" V I —'-3,22" vfvl/ Miami-D Product Control 3-TRACK 135'CORNER i 3-TRACK 135'CORNER &TRACK 135'CORNER 3.TRACK 135'CORNER 'C4'ANCHORLOCATIONS I 'CO'ANCHOR LOCATIONS '04'ANCHOR LOCATIONS 'CU'ANCHORLOCATIONS (USE WHERE TT IS SPECIFIED) .i(USE WHER�-05'IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) ' I I 1 4 4•' 01110IR 4" t�{LYMtI 7��6 4" 4" _ No.!iR705 ' Ic EXTERIOR �,�1.•'�- �7 E%TERIOR EXTERIOR U STA, OF L7` i 3.Rzz" %c^ •.FtoRIuI\ C�\�`7 4-TRACK 4-TRACK 135•CORNER q•7MCK 135'CORNER 4•7RACK 135'CORNER" ��Sis 'C4'ANCHOR LOCATIONS 'CO(ANCHOR LOCATIONS •C4'ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS r�r�9NA1. (USE WHERE'C3'IS SPECIFIED) (USE NNERE'C5'IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) USE WHERE'C5'IS SPECIFIED) fi A.LYNN MILLER,P.E. P.E.N 50705 N07ES: FIGURES PERIAINTO IHE FOLLO"110135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. VINYL SLIDING GLASS DOOR NOA(LM) $ 10105/15 HEAD ANCHOR LOCATIONS: - 1` 135° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE J ANCHOR LOCATIONS E m` J ROSOWSI<I SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. HesdISlll 1 .9 9Jamb 5 3)TRACK-TO1 RAC{< cERr.OF AUTH.A2g2808DISTANCE IS 2.375" ff2l'5" t2.3751, N NR FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DRIVE 8 N.VENICE,FL 34276 (941)•400.1000 SGD-5570 NTS j 150F21 � MD-5570.0 l£ I I I i I r HEAD SPLICE ANCHORS LAYOUT -INTERLOCK OR ASTRAGAL- SILL SPLICE ANCHORS LAYOUT INTERLOCK OR ASTRAGAL: FwuncSPERrnwT�otHEFOLLOWING I SPLICED SILLMICHOR LOCATIONS: SPLICE I SPDC LOCATION 4" SPLIC LOCATION SPLICE LOCATION LOCATION 4" 4" 0 0 EXTERIOR 3 22" EXTERIOR 3.22" EXTERIOR EXTERIOR NeadlSlll C3 1 2-TRACK SPLICE I j 2-TRACK SPLICE - 2-TRACK SPLICE 2-TRACKSPLICE Jam 5 'C4'ANCHOR LOCATIONS' 'C6`ANCHOR LOCATIONS `C4`ANCHOR LOCATIONS •C6'ANCHOR LOCATIONS P-bask 7 (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) I SPLICE- SPLICE LOCATION— LOCATIO SPLICE ON SPLICE .... —4.75" ! I - 4'r LOCn7toN A" LOCATION 4" e o 0 PRODUCT RENEWED EKTEE IOR X' EXTERIOR -+-3.22" -EXTERIOR 3.22" EXTERIOR 4" as complying With tho Florida 3-TRACK SPLICE 3•TRACK SPLfCE 3-TRACK SPLICE 8allding Code 'C4'ANCHOR LOCATIONS C,J ANCHOR SPLICE lu 'C4'ANCHORLOCATIONS -CS"ANCHOR LOCATIONS NOA-No. 15.1210,09 C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE•C6'IS SPECIFIED (USEYYHERE'C3•IS SPECIFIED) (USE WHERE•C5•IS SPECIFIED) ) Expiration Dnta 04114/2021 8Y Mlaml- de duct Control SPLICE 4.75" SPLICE SPLICE SPLICE SPLICE LOCATIONLOCATION 4" LOCATION LOCATION 4" I I o o e o I e I e %TERIOR - EXTERIOR 3.22" '! •�A,/jC 4" EXTERIOR 3.22" —3.22" XTE tE-tRIOq ��` I-YNI 'E 4•TRACKSPLICE 4•TMCKSPLICE 4-TRACKSPLICE �+y 4•TFNCK SPLICE v �sccwsF'•.F}I 'C4'ANCHOR LOCATIONS I'C6*ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS •C6•ANCHOR LOCATIONS \^ (USE WHERE'C3'IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) (USE W14ERE'C3'IS SPECIFIED) (USE WHERE'CV IS SPECIFIED) yr'� )d705 IjI O.50 7055 0 '7� •. S-T PE U�Stl .'I4� NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. FISVRESPEnTAINTO ANTHEFOLLOWSIOSPLICEO 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYNN MILLER,P.E. HEADCHORLOCATWNS-. FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9: PXX 56705 i 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10)05115 DISTANCE IS 2.375" 2.375" W2.376" FOR ALL HEADS AND SILLS: � �ANCHOR LOCATIONS F � J xRBAOSOWSKI I 1�nj QV HSgdt911i 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED CERT.OF AUTH_N2g208 Jamb 5 BY OTHERS Af D REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DRIVE P•haok 7 I (941)-480-1600 N.VENICE,FL 34275 SGD-5570 NTS FjF1rOF21 9MD•5570,0 1,111I f I IPANELIS RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90' INSIDE 90' OUTSIDE UW INSIDE 135' DOUBLE ASTRAGAL TYPES SINGLE 81NOLE FU(EO LOCKSTI�E ASTRAGAL ASTRAOhL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK INTERLOCK STILE WIfNNDiE 80%OUT BOX IN RECEIVER RECEIVER INTERIOR OR OUT IN � RECEIVER RECEIVER -- EXTERIOR GLAZEDDOUBLE — M LOCKSTILE Irl��nnn,"vv� INTERLOCK SINGLELE F P K; L L TC TA TV TW J LOCKSTILE 6_..hw�nnn.+C[ ASTRAGAL OUT INTERLOCK SINGLE L] (_J P /� C c Cin CA C,/ C W SD IN-SINGLE DOUBLE TERLOCK INTERLOCK INTERLOCK (� � J /"'� V �,/ V v �J �J V V w IN (ooxam Ieoxe9 SXEDTLE -- RR R S S FC FD FV FW A INTERLDOCK �•�"�^�`�`^� LGCKSTILE leoxwn Max R0 ►L LOCKSTILE D A A i J I U --1 LOCKSDLE �S/� V tJ ASTRAGAL LOCKSTILE I� IeoKwu poxal _— ASTRAGALL O 7- 0/ J DOUBLE TINGLE �... BO%OUT (� v DS INTERLOCK INTERLOCK impox w ASTRAGAL J •BOX IN N xxd U) ISOKIN) OUT.90• I (j ASTRAGAL Z CT CS CF',,,' I RECEIVER ►�••�/ I 1L AS EIVER AT AS— L/F . RECEIVER PRODUCT RENEWED ASTRAGAL VT VS VF E ASTRAGAL as comp'1.'n with the Florida RECEIVER Building CCoda NOA-No. 15-1210.01 IN.135' EWT Ws WF B A xpiration Date 041141202'1 RECEIVER Y Mlaml-� Product Control LEFT i II RIGHT PANEL PANEL STILE STILE PANELTYPE"I"'SHOWN I I I `L 11ulllllf�r PANEL NOTES: 1)SEE DPIANCHOR TABLES 1&2,SHEETS 7.8 FOR PANEL SIZES&DESIGN PRESSURE. 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.mms NOT AVAILABLE. PANEL TYPES 11311 JROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEIL,CONFIGiRATIONS IS 60". STA E op: a� a F1oiLlDh.•' �� CERT.OF RUTH.928288 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH m m '',LP��"'••••"' .�� 1YPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 101 1070 TECHNOLOGY DRIVE S7C1NA1.GY�` N.VENICE,FL 34275 — "'fl III its"L r (941)-480-1600 SGD-5570 NTS , 17 0E 21 bi MD-5570.0 a A.LYNN.E.950 05 P.E. � m a P.E.q 50705 I I I! I I i� I II 0 291 061 762 100 1.012 1.68 .100-1 C=) -1 12.5 930 CUD .301 1928 A IME 11RF1 ANCHOR PLATE TRACK INSERT @ INTERLOCK CAP, 2 TRACK HEADIJAMB 4 TRACK SILL (DCOVER(PVC) EXTENDED POCKET 5,178 1000 262 231 060 2,06C '100 8,250 t H_ 062 8.260- EJ 1.435 [L-51 100'.rL R --f .900 .100 1.813 1 wj 1.68 062 .060 a TTOM RAIL @ SILL TRACK @ FRAME SILL 107 P-HOOK ADAPTOR 08 P-HOOK ol COVER @ 3 TRACK HEADIJAMB 3 TRACK SILL SUPPORT ADD-ON [--3.000 r= --L 11 vu" 291 .061 .229 094 125 10.625 540 .640 2.=9:�7!5 L- -. 6.875 ��f .075 1.81 1 3 .626-H 1-2,607-41 1,406 9 �Jm .062 , r .3 ED] Fl. E] I =A .062 100- h�d� @ KEEPER' @ FIXED PANEL CLIP @EXTENDED o2 REINFORCEMENT @ REINFORCEMENT WEINFORCEMENT KEEPER BAR COVER BAR PLATE @ 4 TRACK HEADIJAMB 2 TRACK SILL 2.511 2.838 1.625 1.595;: HF-1 1 3.483 ___`I 1.670 1.695 09 -2.696-1 I __1 .080 217�3 F �099 2.833 4D 075 A- 4.635 4.279 .070 -W - -() - _1 -100 FrT 2.368 2.768 0 2.768 .06 2. 15 .100 r1E I Inrl 2 1 �.210 ..090 25 0 312 INTERIOR JAMB COVER �3o izouv 2.291- .100 f�_2.710_ PRODUCT RENEWED TOP,BOTTOM Q)o TOP.BOTTOM INTERL�CK,300 @ INTERLOCK A00 @ASTRAGAL EXTENDED POCKET (DINTERLOCK is complyl,"y with the I'l-rid. AND STILE AND STILE REINF CEMENT, REINFORCEMENT, REINFORCEMENT @INTERLOCK ADAPTER ADAPTER @ ASTRAQAL ADD-ON @PANEL STILE,TOP Building co e AND BOTTOM RAIL NOA-No. 15-1210.01 REINFORCEMENT COMPOSITE S NDAAD HEAVY-DUTY REINFORCEMENT I -3.452 1 3.3216- 3.346 .125 3.'09 1472 3.1 919 1)SEE SHEET 4 FOR 060 Ogo SILL RISERS. 5j,600 3.247 3.345 0 3 .090 2J75 .041 0 70 v ,' 2)SEE SHEET 20 -1d A ii 1 '065- .919 FOR SCREEN PARTS, .300 J��1.170 1--.229 . i3p'CORNER W36'CORNER gi35'q I ORNER @135*CORNER @90*CORNER 90'CORNER @ 90'CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP, ASTRAGAL CAP, ASTRAGAL ASTRAGAL CAP, ASTRAGAL CAP, IN INCHES. it, EXTERIOR INTERIOR EXTERIOR INTERIOR \\0"(30 IWI'll -1.912 210 .-1. 912 2 173 .065 VINYL SLIDING GLASS DOOR NOA(LM) 105/15 7:� _T1,26i 1,261 1.261 .062:V1.216I EXTRUSIONS litl J ROSOWSKI @ 7/10' @ 7/16" @1-1/10 IiD BE SQUARE BEAD BEVELED BEAD Bi�a tAD OGEE BEAD OGEE BEAD CERT.OFAUTH.629236 1070 TECHNOLOGY DRIVE N.VENICE FL 34275 A.I.YNR MILLER,P.E. -_557]0JI NTS 1 8 F-21 IRA MD-5670.0 1411 1 P.E.0 5B7o$ (90)480-�soo GD 1 0 1 - I - I = 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT ASSEMBLY I� (4)ANCHOR HEADER TYPE AS USED PANEL o JAMB& INSTALL ONE BLOCK AT 01 BLOCK 4J IN INSTALLATION, STILE SUBSTRATE,SEE EACH INTERLOCK. TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL o ONE BLOCKTW 9a 1.6"SMS SPANS BOTH PANELS. 90 1"SMS 0 u � d FIXED PANEL CLIP ° o FIXED INSTALL ONE IP AT THE 9e(2)114" za — PANEL MIDS PAN OF EPCH FIXED X 7.-114"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. o Pax 1° 1 � SMS e9 / (4)#10 zt BAR COVER ! \ X 21,SMS B° �• ' 2z REINF.BAR i 9t #8x41 , a 1-114"SMS \ 1 KEEPER JAMB TO KEEPER TO JAMB a SILL ASSEMBLYU ATTACHMENT ( LOCKING JAMB �� / ❑a PRODUCT 9 wENEWEDrida REINFORCEMENT PLATE; ealldlag Nada ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER t9 Hoa-N°. 15-1210.01 @ 34-1/2"MAX 0,0, OXXX SHOWN o_ Expiration Date 04/1412021 p 6 ^ Y Mlaml-Oa °duct Control 2"SMS INTERLOCK INTERIOR 60 CLIP COVER � \ INTERLOCK NOTES EXTERIOR 2aPLAT1)DETAILS APPLY 1.0 2,3 AND 4 TRAGIC CONFIGURATIONS. OREINF,#0 XE 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. BOTTOM RAIL °4 2 112"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#0,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. ��;•' >ct.Hst •,CT ., SUPPORT tt ' (2)410 X 1"SMS VINYL SLIDING GLASS DOOR NOA(LM) & 10/05/15 Nn.G8705 'r THROUGH SUPPORT,92 INTO PANEL PANEL d ACCESSORIES INSTALLATION m JROSOWSKI u': �{• : 1y= INTERLOCK SILL RETAINER 97 1-112;SMS ASSEMBLY ® � -rr,�•, cr_ F ;,- ALL PANEL CORNERS CERT.OF AUTH.#29298 —m �cS;• �!?yOn'',.�C�.` CLIP ATTACHMENT WELDED,NO ASSEMBLY 1070 TECHNOLOGY DRIVE �bg r��iNi ilni`�',t� INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)•480-1600 SGD-5670 NTS 19 OF 21 X MD-5570.0 A LYPE.#Ire7os pc i f� I I 1 BOX SCREEN DETAILS: i: STANDARD SCREEN DETAILS: ❑Q _ x ❑Cl r t0a- 102 118 i0a I V"'V� 6 �'1 I tab tzi {� -txa taz ta0 1L f6• Q • 100 J _ I Ito HORIZONTALSECTIONi HORIZONTAL SECTION EXAMPLE 130 I! /`i 1oz tJ itt 32 tat C7 tzt ❑ o 511 �i � � �� 6 ❑� � ❑ °lL_ s 3 SOS 100 HORIZONTAL SECTION EXAMPLE i 11a 116 ' 11 120 107 HORIZONTAL SECTION i17 1oz EXAMPLE 1,081 I—+-T 1,202-} 1.778 { 1.778 ;1135 1'.875 A 87fi ,••�- r 1.020 r- —6—.050 -050 .446 r 12o SCREEN 1zt SCREEN t2x SCREEN OXO 1.993 1993. 1.874 FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER 1� .062 f i�-.062 002 PRODUCT RENEWED OBOX SCREEN (' OBOX SCREEN BOX SCREEN es comptytng with tho Florida fff 1.435 autlding ode too TOP RAST (BBC; RAIL lox SLOE RAIL r. -.725 NDA-No. 15.1210.01 1421 .765.x8= .782 Expiration nato04/14!2021 113ORS 1.020 (F- ! 11593 �- �� ,040 .1 -t+ ev ' 101 ,-�-�1.373�-- 128 120 .062 ittiami-Dada_duct Conhoi 1N�°P 083 1x3 SCREEN VINYL (,,),FRAME SILL f 2 t I .OG6 4 2 ad orio ASTRAGAL SCREEN (� 1.833# ADAPTER ADD-ON tea Q 107 �� .062 "III"_.372 LrnJ toa BOX I too BOXtoo BOX SCREEN SCREEN I SCREEN OXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER EXAMPLE VERTICAL SECTION t�t111f ulrrr, EXAMPLE NOTES: ���``OtJi LYi\5V 4�i77G�i 1.306 1)ALL DIMENSIONS IN INCHES. <<r 1.343 1.467 + 065 � '1 1.467 I- V�•' 1�f NS. :�T 050 ' 181 1 510 060 _ F VINYL SLIDING GLASS DOOR NOA(LM} $ 10/05/15 _Y`' No.511745 I -- SCREENDETAILS �w JROSOWSI<t 1oa BOX SCREEN 107 OX SCREEN toe BOX SCREEN HEAD 1 ° - ASTRAGAL SILL ADD-ON AND JAMB ADD-ON ST Tr r• tU; ADAPTER ( CERT.OFAUTH.1120200 ._- � % O '•.�7,OR1ON,.•' �'��: 1070 TECHNOLOGY DRIVE m % S/p N.VENICE,FL 34275 _ tP�Id!nl.y+++`� (941)-480-1600 11 SGD-5570 NTS 20 OF 21 MD-5570.06 RUM n.CY1 RE. P.E,11 870505 r1 (! r I - - i I ' I TABLE C: TABLE D:BOX SCREEN # Part Description Material # Part Description Material # Part# Description Material 1 19001 2-Track HeadlJamb Rigid PVC I 42 19086 SIII Near-(2-1/Z') 6063-TB Alum. 100 12258 Box Screen Top Roll 8003 T6 Al 2 19002 2-Track Sill Rigid PVC 43 19022A Sill Rlser-(3117') 6063-T6 Alum 101 12267 Box Screen Bottom Rall 6063 T6 At 3 19025 3-Track Head/Jamb Rigld PVC 44 19023A SIII Riser-(41118") 6063.78 Alum. 102 12260 Box Screen Side Rall 6063 T6 Al 4 19028 3-Track 5111 Rigid PVC 45 19024A SIII Riser-468" BOB3-T0 Alum 103 64428 Box Screen Interlock 6063 TB Al 6 19027 4-Track Head/Jamb Rigid PVC 60 716609W .187'x.3W'Flnotial(Stile) 104 17347A Box Screen Snap-on Bug Flop 8083 To A7 6 19028 4Treck SIII Rigid PVC i 61 71695K 1-112 x V x 314"Fin Seel Dust Plug 105 04345 Box Screen 0X0 Astragal Adapter 6063 T8 Al 7 19D09 Rome,Screw Cover Rigid PVC 62 71696 Dust Plug 108 17349 Box Screen Astfagal Adapter 6063 T6 AJ 8 19031 Anchor Plate 6083-T8 Alum. I 80 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame Sill Add-on 6063 TB Al 9 19007 Track Insert 608376 Alum. 61 78163X Tandem Roller Assembly SS 108 1DO38 Box ScreenHeadlJambAdd-on 8083TDA) 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78163N Tandem Roller Ago embly Nylon 109 720XIX #14-20 x 1"MS @ T Rall SS 11 19038 Bottom Roll Support BOB3T8 Alum. 63 78X76FPTX #8 x 314"Ph.FH SMS Q Roller&Reinf. SS 11D 72OXI12X 914.20 x 1.117'MS @ Bolton Rall SS 12 1WM Outer Sit]Cover 6083-76 Alum. 64 419042 Frame Header Block Nylon 111 717930 Wstp,.270"x.160'-Fin Seal 13 10011 SIII Track Cover Rlgid PVC 85 48062 Roller Adj.Hole Plug PVC 112 61805K Wslp,.187'x.500'Q Bug Flop _ 17 19032 P-Hook Adapter 6063T6 Alum. 66 44385 4 Hole Bumper Slop PVC 113 7SRAZ Stendard Roller Ion- to 19020 P-Hook 6083-T8 Alum. 67 76XI14FPTX 1#6 x 1-114"Ph.FH SMS @Bumper Slop SS 114 76RAX JHD Roller _ SS 19 19047M Extended Keeper 6083.6 Alum. 66 71SWO SIII Plug PVC 116 retie' Screen Locking Harcl Stool 20 10029M Keeper 608318 Alum. lig 78185X Gemini Mediae Lock wllong Trim plate SteeVSS 118 419053 Screen Keeper Steel 21 19014 Reinforcement Bar Cover Rlgld PVC 70 71032XIFPFX 10.32 x 1"Ph.FH MS @ Lock as 117 76X1PPA #S x V Ph.PH SMS Steel 22 19030 Reinforcement Bar 8005-T6 Alum. 71 varies Handle Kit Call Znc 118 1697J314 Semen Spline-AWI A.lW' Vinyl 23 19037M Fixed Panel Glp 8003-76 Alum. 72 19054 Interlock Retainer Clip Nylon 119 1816021 Somon doth Fiberglass 24 19036M Reinforcement Plate W6378 Alum. 76 Kommerling 4S0 TPS Spacer SystemTABLE E:STANDARD SCREEN 26 16017M Top Roll,Bottom Roll and Locketlle 8006-T6 Alum. 76 Quonex Super Spacer nXrwith Hot Molt Bulyl See Shoat 26 19048 Reinforcement Composite 77 Quanox Duressal at for # Part# Desarlplion Motorial Materials 120 12033 Screan Frame Rall 6063 T6 AI 27 19018M Interlock.300 Ralnbrcemenl,Sid. 6006.76 Alum. 70 Cardinal M.Edge Spacer 26 19013M Inledock.400 Reinforcement,HD 6D06-76 Alum. 79 Dow Coming 996 or 0E-7700 Beckbedding Silicone 121 12026A Screen Fmme-Side Rall(Latch) 6003 75 Al 29 19010M Aalragal Relnrotcemenl 6005.76 Alum. 80 10080 7116"Square Bead Rigid PVC 122 17303 Screen OXO Astragal Adopter 6063 T8 Al 30 19083 Extended Pocket Interlock Adaptor 6D83-T8 Alum. 81 7118"Baveled Beed Rigid PVC 123 4853K Screen Vinyl Aslmgal Adapter R)gid PVC 31 19006 Interlock Adaptor Mold PVC 82 18044 1-1/18"Beveled Bead Rigid PVC 124 1g012B Rome SIII Screen Add-on 6003 T6 At 32 19008 Aglmgnl Add.Dn Rigid PVC 83 19046 1.1116'Ogee Bead Rlgld PVC 125 6FP25K Bug Flap,85+1-5 duro. Vinyl 33 19004 Panel Stile,Top/Boltom Rail Rigid PVC i 84 19016 1-3116"Ogsa Beed Rigid PVC 126 76X112PSATS #0 x i-112"Ph.PH SMS(Assembly) SS 34 19040 interior Jamb Coyer 808376 Alum. I 85 71726K Setting Block 1/2"x 4"x 11181,85+l-6 duro, Neoprene 121 712027 Comer Key Wheel Assembly(Standard) Nylon 35 10076 135"Come(Aalrogal 6063-J6 Alum. 86 71726K SettingBlock 1"x 4"x 1/16",B5+/•6 duro. Neoprene 128 712027SS Comer Key Wheel Assembly(HD) SS 38 19077 135'Caner Ashagal Passive Mount BOB3.70 Alum, 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 129 vales Screen Locking or is Steel 37 18079' 135°Comer Astragel Cap-Ext, f6gld PVC 91 70X114PHPT41OX #3 x 1.1/4"Ph.PH SMS @ Reln(Bar 55 130 710>34PPSDAX 410 x 314"Ph.PH SMS @ Screen Asl. SS 38 19080 135'Caner Astragal Cep-Int. Rigid PVC 92 710X1PHPT18.6X #10 x 1"Ph.PH SMS Q Roll Support 55 131 70X12PPSMSX #8 x 112-Ph.PH SMS @ Door Asl. SS 39 19078 90"Caner Aalragal 6003.76 Alum. 93 "710>34PPX #10 x 1-1121 Ph.PH SMS @ Fxd.Pnl.Glp SS 132 1692/3/4 Screen Spline-.14� Vinyl 40 19081 IX)"Caner Astragol Cep-Ext. Rigid PVC 94 X #10 x 2.1/Z'Ph.PH SMS @ Relnt.Plate/Asl. a5 133 iBi6C2D Screen Cloth Fiberglass 41 19002 90•Comer Astra el Ce -Int. Rigid PVC 95 #12 x 2-1/4"Ph,PH SMS @ Hdr.Block SS 96 #10 x 1-314"Ph,FH SMS @ Keeper SS PRODUCT RENEWED 97 #10 x Nil"Ph.PH BMS Ext.Pkt.Int. SS as complyingwith the Florida ``v`v y ILYNN r4 NOA Building 15.1210.01 ����\��1� �EIrS�f117F Expiration D 0 4114/2021 a' �,[:• i[ tae.sa7D5 VINYL SLIDING GLASS DOOR NOA(LM) � 10!05!1 G Dy - ;, Miami- 6d Product Control - ( O^ PARTS LISTS J ROSOWSI<I ='r3 S�6 inT. v\ . 11A11 r CERT.OF RUTH.U20208 �� '..(:`C'•.�!OR10�.•^`Gi``. 1J)ITEMS#14-16,46.49,53.50,73,74&87-89,O8&09 ARE NOT USED AND 1070 TECHNOLOGY DRIVE �� slnI N.VENICE,FL 34275 ARE NOT PART OF THIS APPROVAL A.LYNN MILLER,P.E. (9M11)-480.1600 SGD-5570 NTS 210E 21 Mb-5570.0 P.E.q raTaS I � Yyy E ff f ''"4p fix, z ri d sail 2 a !4 7t ayes *.r '� . BCIS Home Log In User Registration Hot Topics Submit Surcharge _ Stats&Facts Publications FBC Staff BCIS Site Map j Links ' Search r� b ,Product Approval USER:Public User >Pr;dt:-'.or fijnlic,;,<i�?n<'k'ar:h>k.eh:�.at.ion!_ist>A licat on Detail ......._......_............ =__. ..._....._._...._ FL# (FL239-R23 Application Type n 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 Product Manufacturer PGT Industries Address/Phone/Email 1070 TechnoloDrive ce,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Methodion Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified-By Product Approval Method Method 1 Option A Date Submitted 06/28/2016 Date Validated 06/29/2016 Date Pending FBC Approval Date Approved 07/03/2016 Date Revised 08/22/2016 Summary of Products FL# I Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes i CA � .. 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 11:1 .,; R23 I ......:::.:::.:...... — (NOA)for product performance information,anchorage : Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. 1 Created by Independent Third Party: 1 Evaluation Reports Created by Independent Third Party: 239.2 'SH-500(Large Missile Impact) 1 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Fl..a'3 l..'' 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 f_!..2.=9 '23 " ° " (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: 239.3 i SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.39.JR23 C 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 FL,2,�r.....P,3;i.______'_.S._............_ (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 FL2.9 Q-13 ?')':ib ' .v 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 P'L.%"is' ":23 O-:Si3,s;c.ncf (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: 239.5 j SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:'Yes C'I:2 _?_7 .._ ..__.a.:;.,_1; ;g _;i.i.;P_.;,;,c.: Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A I Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance r L,,.p{3,,.,,13,?;?__'.'_,_:`...i/ctt;S,,,fs?_,...._t.f_` (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: i 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 j FL_?_>_R23 C rAf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance !_23f= R23 S;—Nif (NOA)for product performance information,anchorage I 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: — : 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL2.39 R23.__._.CA ._1[_-v^6i.2. _'_LV^ f,c.i 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 FE.339 12ti (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 ISH 3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes IF;;i,;<% ..,. : is "' ''�t.'... 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 1:1;r;;^ ,R23 I` :i„= 12 (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: 239.9 i SH 5400(Non-Impact) I Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F.L 3`: R?3 C I53 = '.06 .p�i.f 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 R23 ii 1S-0519.(16b.-)d` (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 mpact) Vinyl Single Hung Window imits f Use Certification Agency Certificate roved for use in H s €"ts.'i- R2? 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 `i,`;39_. +,;;(;1'i lra.+;;: ,n;f (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: 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 emalls 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: - Safe'm MIAMI•D,ADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.nkiamidade.goy/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloc' hurricane Zone. DESCRIPTION: Series `5500"PVC Single Hung Window L.M.I. APPROVAL DOCUMENT: rawmg No. - 50�ed"Single Hung Window Installation- LM", sheets l through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILL+' IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.05 MIAMI•DADE COUNTY Expiration Date: July 30,2020 Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TEST'S 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)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 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. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idahnis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t' Edition (2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel e cz,P.E. tr x2 Product Contr xaminer N Wn't Iv. 1,;_n OA No.15-0519.05 Expiration Date: July 30,2024 Approval Date. July 34;2015 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite@ PVB Glass Interlayer"dated 04/25115, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas@(Clear and White)Glass Interlayers"dated 06125115, expiring on 07/04/18. 3. 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 Doers" dated 02/28/13,expiring on 02/28/18. 4. 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. 5. 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-5`Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 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. G. OTHERS 1. None. Manuel ert ct Co�tro Maduel&eraz P.E. rroduct Contra aininer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 ANCHORAGE �~ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR �28-1/8'MAX.O.C. 21-6IB' FORARCH-TOP RADIUS-TOP 54'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM I�r- HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM I �( 30' kms_ 12'MAK' / / WINDOW TYPES) WINDOW TYPES) SHEET 3 B,SEE MAX.O.C. — ,(1 �- 52-1/8'MAX.BUCK WIDTH 10'MAX.FROM �-_ 1 1 SEE SHEETS 1-1%4' A,SEE;-'-' 'I' 12'MAX. FRAME SEAM - D,SEE�._ ^-II II+- 889 B.SEE 30-MAX.O.C, 12.MAXSHEET 3 FIXED VISIBLE SHEET 4 SHEET3 j LIGHT WIDTH -L __ I + B,SEE __._I�-30"MAX.O.C.-►� 12'MAX. C,SEE f--_.A.SEE 12'MAX I I SHEET3 , SHEET4t 1 SHEET 3 1 FIXED —1— EQUALLY I / VISIBLE —� A,SEE - - EOUALLY I 17-718"MAX.O.C. SPACED I LIGHT 17-7/8'MAX.O.C. SHEET 3 ANCHORSPER i I SPACED j _._J_ TABLES 9-11 — I HEIGHT —L EQUALLY ( 17-718'MAX.O.C. ANCHORSPER i I — 91.78' SPACED TABLES 9-11 I I I MAX. ANCHORS PER j I / 84' Q I / O I / I / 62' • 0 i I BUCK BUCK TABLES 9-it T- HEIGHT — MAX. HEIGHT MAX. —�— BUCK AS SHOWN BUCK 10'MAX.O.C. 10' MAX.IO.C. X I ^ 10'MAX.O.C. HEIGHT X_ Q x_ U ` y HEIGHT I 1-f J—L i — MAX.) �--'-'—_ ___ .T I L._._._._ i / 13-3/4'MAX.D.C. 111 EQUALLY I /_ 13.314'MAX.O.C. EQUALLY / SASH 1 13-314'MAX.O.C. EQUALLY SPACED I / SPACED I / VISIBLE- i�-- SPACED ---� SEE / ANCHORSPER I i ANCHORSPER LIGHT ANCHOR6 PER t SHEETS TABLES 9-11 I / 1 TABLES941 / HEIGHT 11 TABLES 9-11 I A 8&9 A� A_I. _[ 8-112'MAX. 8-t12'MAX 6-112'MAX. _ _ NO ANCHORS AT SILL NDANCHORSATSILL _ NO ANCHORS AT SILL I Dom___,-� J—�_�/q Bs----.J B+---- B I I SEE SILL WEEP- —� SEESILLWEEP- �NOTCH DETAILS, SASH VISIBLE SEE SILL WEEP• . 54'MAX.BUCK WIDTH -�I�NOTCH DETAILS, NOTCH DETAILS, SHEET3 _— LIGHTWIDTH NOTCTDETAILS, SHEETS SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW_C_ONFIGURATION FOR CUSTOMCOTTAGECONFIGURATION UPTO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 7-11 JSIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WIND 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 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 GENERAL NOTES.........................1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. ELEVATIONS................................1 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 FRAME,GLASS&ANCHOR DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS.............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 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 EQUAL LEGIBOX.................3 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN' 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. &J-CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILS........................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................8-10 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 NOT BEEN USED IN EXTRUSION PROFILES................11 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 WITH OTHER DISSIMILAR MATERIALS ASSEMBLY&PARTS LIST...........12-13 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. nppmvcd se complyin6lvllh it,, 10)REFERENCES:TEST REPORTS FTL-7964 8 7866;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF Fluride ai=i0 C c CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGNMANUAL.. Dsls Revision: NOAH 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. LYNN A//�Irvi// Revised By: Data; Mleml 1/ c PrdJecl C h+sl USER INSTRUCTIONS: ;����'��cENSE'•�FP ��� Reed By: Dale: v4sRevfslon: iiy 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '•lT 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �t:• 140.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® Descrfptlon: Drown By: PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW C = GENERAL NOTES&ELEVATION J ROSOWSK,I OPENING OBTAINED IN STEP 1. •_O 0 'S /L/ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR %N TL F ��;� 1070 TECHNOLOGY DRIVE Tlue: D01B° YOUR ALLASP'S CONDISHEETION ROT MABLES2RAME R3.ANDTIHATALLON OR EIET REQUFORIREMENTS FROM MTHISSHEET-SET ARE MET. '�� 1`.,FCOR\O�`.•`�j`,� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 8% L\ (941)-180-1600 Series/Model; Scale: Shesl: Dlowing No. Re. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, �.rLYNN it R,P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEG/BOX). P.E.p 58705 CERT. OF AUTH. x(29296 TABLE 1:ALLOWABLE Frame Glass Frame Frame Glace Description(Listed from Exterior to Interior) Design Pressure Types Options Co figs. Shapes Installation Optlonethat may be orad T e Table# Sheet# (see Fig B) (see Table 1 eoa Fig (see Fig C) 7/8'Laminated I.G.:118"A Exterior Cap+7118"Air Space+5116'Laminated;(2)Liles of 1/8'A Glass Wth.090"PVB Intedayer 4,5� 6 _ 6 7 8'T E t 'o C + Ineled;(2)Liles of 1/8'A Glass with.D90"PVB Int r 4 6 6 ....Into 2X Wood FremelBucksldp-sheat 3,option 1 Flange Equal-Ute, Bq are/Rect. Through the frame ....Into Concrete/CMU-sheet 3,option 2 7 716'Laminated I.G.:3116'A Exterior Cap+3/B'Air Space+6118'Laminated;( e -Glese•w{th-090 8 Inledayer 4,6 6 ng $-18 O&gttodew h Top d 8 718'Laminated 1.G.:3116'T Exledor Cep+3/8'Alr Space+6/16"Laminated;(2)Liles of 1/B'A Glass with.090'PVB Inledayer 4,6 6 (#2) 8 Collage adius-Top of the window...... through 1X Bucksldp Into Concfe1e1CMU-sheet 3,option 3 9 7/8'Laminated I.G.:1/8'A Exterior Cap+7/16'Alt Space+5/16'Laminated;(2)Utes of 118'H Glass with.ODO'SO Inledayer 7 7 ....into Metal-sheet 3,option 4 10 716'Laminated I.G.:1/8"T Exterior Cap+7/18"Air Space+5116'Laminated;(2)Liles of 1/8'H Glass with.090'SG Intedayor 7 7 ....Into 2X Wood FmmelBuckstdp-sheet 3,option 1 Box/ E ual-L Square/Reel., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G.:3116'A Exterior Cap+3/8•Air Space+6118'Laminated;(2)Liles of 118'H Glass with.090'SG Interlayer 7 7 Equal-Leg 5-16 OdegProNew Arch-Top& 12 718'Laminated I.G.:3116"T Exterior Cap+3/6'Air Space+5116'Laminated;(2)Lites of 1/8'H Glass with.090'SO Inledayer 7 7 (#4) &Collage Radius-Top of the wlndow...... ....through 1X Bucksldp into Concrele/CMU-sheet 3,option 3 13 718'Laminated I.G.:1/8"A Exterior Cap+5/16"Air Space+7116"Laminated;(2)Liles of 3116'A Glass with.09D"SO Intedayer 8 7 1 ....into Metal-sheet 3,option 4 14 716"Laminated I.O.:1/8"T Exterior Cep+6116"Air Space+7/16'Laminated;(2)Liles of 3/16'A Glass with.090"SG Intedayer B 1 7 1 Through the ....Into 2X Wood Freme/Buckstrip-sheet 4,option 5 Equal-Lite, S Arch-Top &.,Integral fin...... ....info Metal-sheet 4,option 7 15 7/8'Laminated I.G.:3118'A Exterior Cap+1/4'Alr Spooe+7/18'Laminated;(2)Liles or 3118'A Glass wllh.080'SG Interlayer 7 7 J-Channel P 5.8 O&Cotta ew Arch Top 8 ,,,,Into 2X Wood FrameJBuckstd sheet 4,option e 10 718'Laminated I.G.:3116'T Exterior Cep+114'Air Space+7/16'Laminated;(2)Liles of 3118'A Glass with.080'SO Inledayer 7 7 (#t) &Cottage Radius-Top Through the frame P• P of the window...... ,,.,Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9,11,13 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-lila, Square/Rect.,Integral fin...... ....Into Metal-sheet 4,option 7 ( Group Anchor Substrate THE HVHZ ABOVE 30'. 5-8 Odel/Proaew Arch Top& Distance Embedment• • (#3) Through the trema m •-••Into 2X Wood Free/Buckslrip-sheet 4,option 6 &College Radius-Top #10 SMS P.T.Southern Pine(S(3=0.55) 7/16 1-318" of the window......IInto Metal-shed 4,option 8 (steel,118-6 S.S. Steel,A36' 3/8" 0.050" •MIN.OF 3 THREADS 'A"=ANNEALED or 411 S.S.) Steel Stud,A653 Or.33' 318" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES "H"=HEAT STRENGTHENED A Aluminum,6063-T5' 3/8° 0.050" SUBSTRATE.FOR "T"=TEMPERED P.T.Southam Pine(SO=0,55) 7/18" 13/8" STEEL STUDS, 'PVB"=.000"BUTACITE®PVB ) 3/16"steel Ultracon Concrete min.2.85 ksi 1" 1.318„ MIN.Fu-45 KSI& / / BY KURARAY AMERICA,INC. ( MIN.Fy=33 KSI. 2 Ungrouted CMU,(ASTM C-90) 2-1/2° 1-1/4' 0 4 0 'SG"=.090'SENTRYGLAS© P.T.Southern Pine SG=0.55 9/16" 1�/B' 'UNGROUTED CMU" INTERLAYER BY KURARAY #12 SMS ( ) AMERICA,INC. N7 Steel,A36' 3/8" 0.050" VALUES MAY O BOX OR Q USED FOR GROUTED � FLANGE EQUAL- eel,18-6 S.S. -SWa SIL , -653Gf,.V 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG PVB AND SG INTERLAYERS MAY of -- - ALSO BE MANUFACTURED BY Aluminum,6063.75' �� 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. Concrete(min.2.85 ksi) 1" o -- C 1/4"steel Ultracon n uted CMU,(ASTM C-9 - 2-112" 1-114" FIGURE C:FRAME SHAPES 1/ atCreteflex COnc e(min.3.35 1" 1-314" —►IBUCKWIDTHI�---jBUCKWIDTH�-- ]BUCKWIDTHI — JIF 114"steel rancrele •R:2:85 ksi) 2-112" 1�/4"1/4"steel Ultracon P.T.Soulhem Pine(SG=0.55) 1" 13/8"1/4"steel Cretellex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" w w = i J-CHAINTEGRAL Ungrauted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ — O = � FIN D 114"steel Creleflex wY P.T.Southern Pine(SG=0.55) 1" " w114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112" 1-3/B" mj m1 1m11=1/4"steel Aggre-Gator P.T.Soulhem Pine SG=0.55 1-3 e'Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Approved se complying allh tl✓ BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Florida Icyy ng C GtOU Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM n'te . P Distance Embedment' THE TABLES ON SHEETS B-10. 1111 W."01 Revised By: Dote: Revision: h amt n e Product on E 2-1/7 x.131'Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/18" ��\\\�'t VON Apt, , � 2-112°Ring-shank Roofing Nall P.T.Southern Pine(SG=.55) 318' 2.7118" \Zn.•'1GENSE '• Q P.T.Southern Pine(SG=.55) 1/2" 1-318° ;' �r Revleed Ey., Dale: Revision: #10 Trusshead SMS Aluminum,6063-T5' 318" 0.050" _ ;' NO.55105 _ (steel,18-5 S.S. Steel Stud,Or.33' 3/6" 0.0451°(18 Ga.) — D ® Description: Drawn tTy: aralas.5.) MIN.OF3 �(I —1 G S uf_ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A38' 318" 0.050' THREADS BEYOND -,,0-•, 1 3 I V-/ P.T.Southern Pine(SG=.55) 9/16' 1-318' THE METAL ''p ST�� ��` 1070 TECHNOLOGY DRIVE Arte: Dore: 012 SMS Aluminum,6083-T5' 3/8" 0.063' SUBSTRATE.FOR '�U,C''•.,F'LORt�P''� �` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18.8 S.S. Steel Stud,Or.33' 318" 0.050" STEEL STUDS, ���F�S�S (941)-480-1600 or 410 S.S.) Steel,A38' 3/8" 0.050" MIN.Fu=45 KSI& t rr r (C)((��1�" Sedee/Model: Smle: 5 ser: Drowing No. Rev: MIN.Fy=33 KSI. A.LV)91J MILILIA P.E. CERT. OF RUTH. Q29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 1— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM 18 114'MAX SHIM —�-I r— ° FRAME OR BUCKSTRIP. SASH VISIBLE17 EDGE EDGE SEE NOTE 2,THIS SHEET. EMBEDMENT 18 LIGHT WIDTH I O DISTANCE FLANGE FRAME DI 1 D SHOWN STANCE 44 BALANCE I TYP.ANCHOR ��LL�� •° TYPE VARIES - -- -• '---' , L_7� 114*MAX TYP.ANCHOR TYPE, 42 WITH SASH o ° TYPE, SHIM EMBEDMENT AND EMBEDMENT 30 �a R(�� WEIGHT 54 . 2 TYP.ANCHOR TYPE. EDGE IILJIIIU// AND EDGE DISTANCE PER EMBEDMENT AND EDGE 31 SUBSTRATE, DISTANCE PER DISTANCE PER O (1 SUBSTRATE, __ EDGE SUBSTRATE, _ III SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR n DISTANCE SEE TABLE 2, 16 87I \�� SHEET 2. 4 FIXED VISIBLE FIXED 19 201 OPT.SASH TOP I 2 LIGHT WIDTH I EQUAL J FL/1NGE VISIBLE LIFT RAIL FRAME LEGIBOX LIGHT I BUCK WIDTH FRAME FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1ANCHOR@3.55• HORIZONTAL SECTION A-A SHOWN i 48 1)USE ONLY FROM END AND AT i 40 21 CENTER. SUBSTRATE-APPROPRIATE , 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 --- ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16-318' INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 o FOR WINDOWS WITH WINDOW. 114•MAX. I, BOTTOM LOCKS: SHIM 1110 OR 1112 STEEL 114'MAX. BUCK 50 II D 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING _ SHIM HEIGHT UUU SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 30- -� FROM END. SHEET 2.ALL WOOD BUCKS LESS El TABLE 2, 30 THAN 1-112•THICK ARE TO BE SHEET 2. Jl SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1 THICK uD� 66 � USE EITHER OR GREATER.1X AND 2XX BUCKS OPT. IIILIIII 85 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO 31 FLANGE EQUAL Q INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGfBOX LOCATFRAME EAT 80 FROM ASH END. RESPONSIBILITY BIIL TY OF THE)ENGINEER N:6.518" DESIGN AND INSTALLATON IS THESHOWN to SHOWN NOTCH S EACH END. \ - OR ARCHITECT OF RECORD. _ EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION (n-( INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION ApprevcJ as cOinglylu11 wi�h6u 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH Flerlde JJ u11C EQUAL-LEGIBOX r 1/4•MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL ontcZ I FRAME SHOWN ❑_11. 11111111 NOAH o � Revised Oy: Date: Revislon: A IlI L Cdr Pr G LYNN i .27•X1.25' NO ANCHORS Qr.•' L\GL'IJSF'•• lty WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS it: Revfsed By: Date: Revision: WICOVER @ O '° _ No.58705 •''r 2.87'FROM 38 + FLANGE OR _ EQUAL-LEG WIDTH Dr.wn BY., EACH END. ° ', FRAME SILLS @SASH:BUCK WIDTH-6.112" oD Deecriplion: @FIXED LITE:BUCK WIDTH-4.318• --)3••.a 7�1 � 1iFLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI Sf �((/ 1070 TECHNOLOGY DRIVE Tille: HUCKHEEOUAL-LITE) (: •..!c<QRIDr.••' ��;` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B BUCKHEIGHTI2-3-15116' lS �G � �,v+�\ (941)-480-1600 Serie°/Model: Scale: Sheet: Drawing No. Rov: A.Lb�,Id MILLER,P.E. CERT. OF RUTH. (29296 SH-5500 NTS 3 OF 13 MD-SH55OO-01 REA 58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAMEBUCKSTRIP.SEE INTO WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT NOTE 2,,THIS SHEET. BUCKSTRIP,SEE NOTE 2.THIS SHEET. FIN INTO 2X WOOD FRAME OR a114-MAX SHIM tl4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHORTYPE, _ SASH VISIBLE 17 J CHANNEL EMBEDMENT ANDE D� 1g LIGHT WIDTH Qa FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. ----- --- ....... _ o (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES - - �0 -- ..... �a 114"MAX SHIM 42 WITH SASH c, EDGE WEIGHT 54 - 1 TYP.ANCHOR TYPE, DISTANCE Q O 30 EMBEDMENT AND EDGE 3t n DISTANCE PER SUBSTRATE, L __ O I I SEE TABLE 3,SHEET 2. ` IrJ 18 (NAIL SHOWN) �o EXTERIOR 873 I \�� TYP. E, L�\u INTEGRAL EMBEDMENTDMENT ANDND EDGE I FIXED VISIBLE FINDISTANCE PER SUBSTRATE, 19 --�{ FRAME SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOP LIGHT WIDTH VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN) FRAME LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH L 49 48 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C O 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,PBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1/4'SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. 45 46 47 SCREWS @16-318' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE BUCK o ` FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 OR 912 STEEL �.( 1/4"MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 30 -� FROM END, SHEET 2.ALL WOOD BUCKS LESS TABLES 2 8 3, (](rte SASH THAN 1.ERED IX INET TOTE (� SHEET 2. D CONSIDERED 1X INSTALLATIONS. IU�CI( EXTERIOR VISIBLE 1XWOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.112'THICK 66 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3). 65 (WHEN USED)SHALL BE DESIGNED (2)1" 81 30 63 TESTED UNIT 70 PROPERLY TRANSFER LOADS FIN AND/OR 31 LOCATION:6.518' FLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK NEEP � FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. tlllll NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN 77-77-1 REQUIRED IN FRAME EXTERIOR INSTALLATION 7 ­11 � SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 �ppnvcd se tomplylaa vAIh tR+ OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL 1/4'MAX FIN BEADING TO BEADING. ANCHORED THROUGH Rod uid ng Cy c FRAME INTEGBROWN SHIM \1111 I1 I I I I!Iry INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) NOAff 27'X1.2:1 WEEPHOLE T `\�� �0 ,.•••••.,,11/(�C�i�l Revised By: Dale: Revision: MomIU eProdod 3B WICOVER @ 2.87' T `2�•,• 00ENSF •,_�Q FROM EACH END. I _�r '.,yy Revised Dy, Dale: Revision: VISIBLE LIGHT FORMULAS No.56705 _ C/ TYP.ANCHOR TYPE, EDGE DISTANCE -_ EMBEDMENT AND EDGE WIDTH DISTANCE PER SUBSTRATE, — @SASH:BUCK WIDTH-6.112' -'O•'. �Lk= m Daaerlpllon: Drawn By: SEE TABLE 3,SHEET 2. —►1 EMBEDMENT @FIxeD LITE:BUCK WIDTH-4-3/a• =� 7 8! to-; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) C) -,. ,L\T OF ;• HEIGHT(EQUAL i !C '•.,CURtoP'.•'• \ 1070 TECHNOLOGY DRIVE Title: Dole: ANCHORED INSTALLATIOUGNOINT TORN 5 VERTICAL SECTION D-D BUCK HEIGHT/2.3.15/16' ��y/�S�ON��t`,����� N. VENICE, FL J4275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-4B0-1600 Series/Model; Sheat: No, OraerngM . INTO 2X WOOD FRAME OR BUCK- R. STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF AUfH. #29296 SH-5500 NTSale: 4 OF 13 D-SH5500-01 PIE. Sc it 58705 —�{ 7/8"NOM. Imo— 7/8'NOM. —�I 7/8'NOM. 7/8'NOM. Imo— 7/8'NOM. �-+- 5/16"A/A PVB I 5/16"A/A PVB - 5/16"A/A PVB 5/16"AIA PVB 5/16"H1H SG 7/16"AIR SPACE— 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS—\, 116'A GLASS G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR—— CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 —�I 718'NOM. 718'NOM. — 718"NOM. 7/8'NOM. 7/8'NOM. 5/16"H/H SG 5/16"HIH SG- I I 5/16"H/H SG I 7/16"A/A SG I I 7116"A/ASG- T116" 116"A/ASG7116"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE— 5/16"AIR SPACE \ 5/16"AIR SPACE— \ 1/8"T GLASS 3116"A GLASS 3/16"T_GLASS 118"A GLASS 1/8"T GLASS G]EXTERIOR G]EXTERIOR EXTERIOR a EXTERIOR �EXTERIOR � DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 —+{ 7/8"NOM. 7/8'NOM. 7116"A/A SG I I 7/16"AIA SG 112'NOM.GLASS GLASS TYPES9THROUGH 1/4"AIR SPACE 1/4"AIR SPACE---\ 76 OR 77 OR 78 BITE TYP. 18 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS—\ WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, GLASS TYPES 5,7,9,11,13 SUPERSPACER OR SUPERSPACER OR ' &15 MAY NOT BE USED IN EX31 TERIOR 75 THE HVHZ ABOVE 30'. CARDINAL SPACER L CARDINAL SPACER dpprorcd as complylaC xllh eh. GLASS TYPE 15 GLASS TYPE 16 ;nliDdc gC 111 I I I!! Revised W. Dale: Revleton: Mrodura3B �'pV LYNN A//e�''• tsr �\ F •� Revised o � Q-:• .••���� By: Date: Revision: No.50705 GLAZING NOTES: - - = 'A'=ANNEl _ Deecrtpllan: Drawn W. ALED TYP.GLAZING DETAIL "H"=HEATSTRENGTHENEO '� '� `1 8 15 :'w GLAZING DETAILS J ROSOWSKI "T"=TEMPERED ® S'fA 'PVB'_.090"BUTACITE PVB BY KURARAY AMERICA.INC. 'C,1�''. 1070 TECHNOLOGY DRIVE TIUe: Dole: 'SO"=.090'SENTRYGLAS®BY KURARAY AMERICA,INC. %�` '•F�•,��?��P''C�C'+��� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/1 (941)-480-1500 5/15 S/UNn�- FOR LAMINATED GLAZING COMPONENTS.SEE TABLE I,SHEET 2. j 1,�1 Seriee/Modal: Scats: Shoot: Drowtng No. Rev: A.Lt>t�fS MILLER,P.E. CERT. OF AUTH. #29298 SH-5500 NTS 5 OF 13 MD-SN -01 P.E.g 58705 TABLE 4: TABLE 5: TABLE 6: Ism Type. Design Pressu site 01.0 Tyro Bottom smn ba.h Hdpnl Design Pressure,[bell? 0!4.17 type. Design Pressure,I1,e1tt2 e,1ee 6,e,7ae 15.1.1L."I ow Flares aogepn) ewkwah .65.01-70.0 .1-50.0 R2 u 1040 57.315 L L-0 Eq.w1. v361 &O- 2. oro 165.0 -/o.o fle mi.1.1751 FareI1N01daa6 e.lns a sl.ndma Wlp. 14517-15.070 •65.0 .70.0 .659 ao.o Faren vendow ena 5595517 oleos SEE TABLE 0, R 28 E, 91. 11.503-14.515 +65.0 •70.0 .65.0 40.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 5511 A rd Pexlew 11.377-11.582 +65.0 -70.0 •65.0 -70.0 ANCHOR GROUP AND QUANTITY. T.nml 23.517-25.206 •65.0 -70.0 165.0 •70.0 51.N"d Gah.9. 20.958-23,518 +65.0 •70.0 •65.0 -700 _ 37.375 Eq.156. 17.M1-...It •e5,o -79.0 4650 -"A s1.Maa P.oA4w 14.617.17.611 .65.0 .70.0 .me .70.0 sw est van-14510 165.0 -we .65.0 .70.0 WWI37.6N-31.911 •15.0 •70.0 .85,0 -70.0 Cml.m sloe 26.617-21.512 765.0 -70.0 •65.0 -70.0 0 slardwd CW1.p. 20.517-20314. HEADER .65.0 •70.0 •65.0 •70.0 u Eg.Hd. 20.617-23.516 •65.0 •70.0 165.0 •70.0 O HEADER 23 sl.na.,dP,s- 17.517-20.616 455.0 me •650 Joe 23 Cu11.m sk. 14517.17.510 .055.0 •70.0 .65.0 •70.0 shwtml 11.377.14.518 •65.0 40.0 .65.0 40.0 i.lb.l 31.56]•65.811 •05.0 -10.0 .65.0 -Toe 0 smnd,,dCono90 26.517-m.5e7 .659 -F0 0- •65.0 -70.0 O MEETING RAIL Eq.174e 20,517-20.515 •65.0 •70.0 .65.0 400 o O D MEETING RAIL Q 40 Stm b,dP,wlcw 17.517-x.518 +65.0 70.0 465.0 To.o Cmrom Su. 14.517-17.516 .05.0 •70.0 .65.0 -70.0 27 0 c cwlemsho 12.1174.45518 •es.o •ro.o .055.9 •roo Ef(fERI,]R SIa1m1 ILJ71-12.516 +650 -100 165.0 •10.0 EXTERIOR I Q D 23 £m T.S. 49 .700 •05.0 40.0 . .9 0.0 . . . 3 JAMB y Egmnle 233117.20,510 465.9 .70.0 465.0 -70.0 JAMB 2616 +5.0 EXTERIOR49.m- x.517. •70 E Efl10 0 O $A$HSASH600 -17Oo a HEIGHT cros-slze 74,517.17.61, .05.0 •70.0 465.0 -70.0 (`� HEIGHT Cullemel2o 12.517-14.610 •850 •70.0 •85.0 -70.0 shA.11 11.377-12.510 .65.0 -70.0 .65.0 •70.0 lb O Teit ]0.617-41.611 +65.0 -70.0 .65.0 •70.0 O 23 31.517.30.510 485.0 •700 485.0 •70.0 23 p Egw140o 6.67y-31.510 .85.0 •70.0 .65.0 •70.0 SILL - dP,Mew 61]-25.516 .65.6 .ie6 •4.550 •70.0 SILL o - IVI e2 cu,1«nshe 20.517•23.616 4es.o a0.o 485.0 ao.0 Gelam sue 17.517•x.518 •65.0 •70.0 •65.0 •70.0 cuslomshe 14.517.17.518 •65.0 -70A 165.0 46.1 Cmlom$ue 1].017.11.619 •65.0 40.0 185.0 473 swdmt 11.5M•13010 .m.0 •70.0 •85.0 463 o TOW 30.5117-41.644 .05.0 •70.0 .65.0 -70.0 Ci.lom sl2e 36.617-39.516 185.0 •70.0 465.0 -70.0 Eq..148. 35.517-36 S1a .55.0 •70.0 .65.0 •70.0 SECTION DETAIL FOR WINDOWS WITH 755 Cm1.m81'. 32.517.35315 405.0 -100 .65.0 Jue SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Slmda,dP-Im 20.517-32.510 .65.0 -70.0 485.0 -70.0 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE cmlem 551x. x.517.20.015 +65.0 -ro.o .es.0 47.3 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& snonml 25618-x.51, +05.0 -700 4650 405 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) Ey.141. 38.517.4:.644 .65.0 -70.0 465.0 -70.0 CONFIGURATIONS) 84 custom sloe 65.61.-3e.61e •65.0 -70.0 .w.0 ata Approved 0s muplylag Will tt7. slena.,eP,.wa 33.e1e-5555.5516 .65.0 •70.0 +65.0 Ons FlurldanI In&C c 91.78 T41 4n. 17.4.44 •65.0 ao.o .65.9 -08.55 De:O l D SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. NOMI Revised By: Dote: Reyrolon: Al 4.4.11 Date I4o09t1 LYNIAI ���.•' 41GENSF'•.�C•;p�� Ravlaed By: Date: Revlelon: >t r ti No.5G%05 NOTES: - _ ® Description: Drown BY: ':� �"^. = DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •, $/s G. :ATL- F •'•(/�: 1070 TECHNOLOGY DRIVE 1711e: Data: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PERTHE FIGURE. (.�.•;°10RIUt' ,-'. N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��/S.S'���� �� (941)-480-1800 Seriae/Modal: Scale: Sheet: Orasinp No. Rev: ON THE TABLE, A!LV 4ttg P.E, P. 58705 CERT. OF AUDI. #29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 TABLE : TABLES: OlenTip 1 OIem TI -' 97;10616 Baton Smh SmhiklpN Deflgn PTee8Uf0,IbafR' 13611 09!010010.0 Des n Preesurelbalftt AI-nin1 p.CdttkD 910.0 Hilg4 Aatnt.Cewi 895667!01,90 ttan9OOn} WirHarevck WtdO, paint C9Y.i far yAnRmpe Pone vMdav Buck WldA 3 MDb40 48 62725 W ] 16 1 24 1 32 36 40 40 52125 1 54 c 235 Egu970e 75.309 470,9.570.0 '7041-1100 170.0--ill +700•f 70.0 23.5 Equal76. 11394 +Ma-110.0 +700-150.0 +70.0-f79.0 +70.0•10,0 •70,0•510.0 +70.0-719.0 +70.0-110,0 •70.a-110.4 SUMad C01.9. 14.617.15.870 +70.0 •110.0 .70,0.110.0 170.0 .110.0 +70,0.1700 SlaMard C00a0e 14.517-15 970 •50,0-110.0 -700•11x0 +70.0-11x0 +70.0-110.0 •70.0•11x0 +lap-1100 +70.0-170.0 •M -110.0 20 Ep.a82a 11.[83.74.856 +70.9.576.9 +70.0-754.9 400•IM0 +700.Ila* 28 Eq•Jd416 13.583.14316 •70,0-ria! 10A-119.0 +70.0-110.0 +70.0•170.0 •700-114,0 •70.0-110.0 •70.0•1746 -700•574,0 _ slandad Plm%w Ii.Jn•n.5e2 .70.0 -1490 +ro.o-110.9 +70.0.n9.o .70.9 -;to.o Sllmatd Pl9drv7 11.377.11.582 -MO•110.0 •70.0.1100 •70.0 410.0 •70.0.1100 •70.0•110.0 00.0•110.0 111.0 •111.1 +70.0-110.0 HEADER 7aka1 23.517.25.286 +700•i W.O +700.770.0 1To0-f 109 •700•110.0 TaXht 23.517.25186 +700-110,0 +70.0-110.0 +70.0-1100 •79.0-110.0 +70.0-tiOA •79,0-571.0 •700.119.0 •70.0•110.0 Ol.naaa catoye 20.950.2J,im .70.0 .119.0 470.0.'Me .Tao.110.0 .70.0 -170.0 SIeM.rd C61to. 20,058.23,516 •70.0 mo.o +r0!-11ae +70.0-110.0 •70.0•110.0 +ro.p-111.9 •70.!•Ho.o •]0..p •110.0 470.0 169.0 25 37]75 Equalsde 17417.20.057 +700 .110.0 +70.0•170! +70.0-110.0 +70.0 .100.0 37.375 Equd14. 17.517.20.951 •70.0•110,0 •70.0-710.0 •10.0•110.0 +70.0-110.0 +70.0-110.0 •70.0•110.0 10.0•110.0 •70,0•100.0 SI9Mad Reaiew (1,617--t7.d18 .700.150.0 +70.0.Ito.* +7ae-1740 +70.0•110.0 818ndardP%;ea 14.577.17.610 •70,0•tia0 +70.0•11o.0 4d.0-110.0 .IO.q•110.0 •70.0-570.0 •70.0•110.0 •70.0-550.0 •70.0-110.0 &Me.l 11.077-11,510 +M..0 •110e +70.0•110.0 +70.0•107.0 +70.0.1 .0 $will 11.371.14.510 •70.0-110.0 •710•110.0 •700•110.0 •70.0-110.0 -M.D•110.0 •70.0-710.0 •70.0•107.0 •70.0.103.0 7akst 27.663.51.911 •70.0.;70.0 +70.0 .99,0 570,0 .030 +TOA -10.0 Taemi 2'.583.31.071 -70.01-1111001 10.0-450.0 +lap-510.0 +19.0.110.01470.6•110,1 +70.0 49.0 •70.0 430 171.0 .900 Q Gntom Sir. 26.6V.21.502'070.0 .1100 4DD-0100 qo.0 .110.0'170.0 •110.0 Codom9k. 26.517.27.592 -70,0-t10.d +10.tl•710.0 •70.0-170.0 •70.0 -010.0 •70.0-110.0 •70.0•110.0 .71.1•110.0 40.0-1100 D MEETING RAIL 5101.00 GHege 23,617-28.616 470.0 .110.0 +70.0 410.0 +70.011100140e•1100 8tard.16CONlee 23-517.26.556 -lap-15%0 +70.0-110.0 +70,0.110,0 +7ao-110.0 .7001-110.0 +78.0-110.0 +700-110.0 +7a0.1100 M Equd4lb 20.617.27.510 +70.0 •110.0 170.0•110.0 +70.0•110.0 +70.0 410.0 41 EpM/741 20.617.23316 •70.0-110.0 +70,0-110.0 •70,0-110.0 •70,0•11 D.0 •700•710.0 ND.O-1100 +70.0•110.0 10.0•110.0 'j7 0 Sta.3ad PrOae+v f7.5/7.20.Sid +70.0•110.0 *74.0•779.0 +700•St4.a +70.4•t f0-9 StoMatd PtM+w tJ.S/7.29Si6 •70.0-570.0 +70.0-'to0 *710•150.0 +70.9-510.0 +70.0-550.0 +70.0-51.00 .70.0•510.0 +709•770.0 Cualan6ke 14517.11.516 +70.0 •110.0 +70.0 Mae +70.0.110.0 +70.0 .110.0 EXTERIOR CulOm Bk. 71.517.17.!16 •70,0-110,0 +700•11x0 •70.0•110,0 •70.0-11D.0 •70.0•11D.0 •70.0.110.0 •70.0•110.0 •Ma•710a n 0 5506101 11.377-14.510 +70,0•176.0 +79.9•110.0 +70,0•107.0 +700 •103.0 51.6161 ii.31T•t4fils +70.0-100 •700.1110 900-if%0 +7010-1100 KMe•110.0 •70,0•1700 +70,0-101.0 -ro,0•113.0 v Q Tmetl J7.581.35.011 +70.0 •1100 •70.0 4940 +70.0 .900 TOM 31.E93.35.911 +700•110.0 •70.0•11x0 •10.0•1100 •70.0•1100 +70.0•11 D.e •70.0 49.0 •70.0 43.0 •70.0 40,0 _ .ro.o .m.o 25 6landad C.tlega 20577.31.582 470.0•719.9 470.0•119.0 4700•710.0 +70.0•{190 318Matd C00aQe 26.577.31.502 +70.4•110.0 100•114.0 •70.0-770.0 +70.0-510.0 +70,0•170.0 •70.0•119.0 40.0-710.0 •70.4•110! .IAMB E4d74e 20.517.20.518 -roA .110.9 •70.0•110.0 +70.0•110.0 +70.0 •110.0 Eq.94N0 20.517.28.518 •700-ilea -70.01-110.01-10.0-110,0 •70.0•110,0 +70.0•110.0•70.0•110.0 •70.0•110.0 +M.0•1fe0 ERgR SASH 0.0 SIe+XIaO PJalew 17.517.20,518 +70.0 11D.0 +70.0•110.0 •70.0•170.0 +70.0 •110,0 48 9l".dPfW w 17.317.20.510 +70.0-110.0 •70.0•110.0 •70.0-1110 •70.0.110.0 401.110.0 +70.0•110.0 •Ma-110.0 •70.0 •7100 Cestan Ska HWv IT,318 +70.0-ND-0 +70.0•110.0 4700 •11D.O +70,0-110.0 cild-3k. i4l.5117-J1.616 •70.0-1100 +70,0 •11D4 +70.0-110.0 -700.110,0 •70.0 Ai0.P +70.0-1110.0 •70.0-110.0 +70.0•110.0 1�3HEIGHT l3akmska tzsv-14.516 +70.0 •110.0 +70.0•110.0 -70.0•110.0 +70.0.110.0 CMpem9ka 17517.14.515 •lag-119.0 •70.0-1101 -70.0 -11ae •70.0.110.0 .70.0•11De -r0A-110.0 •70.0-110.0 +70.0 .110.1 SECTION DETAIL FOR ^meq 5keest 1lTT•tl.bl6 178.9.770.0 +70.8•770.0+700•110.0 •70.0•110.0 p9 sUrt.11 11.377.12.016 +70.0-110.0 +70.0•1700 •70.0•110,0 •70.0-110.0 +79.0•110.D -10A-110.D +70.0-110.0 •70.0•110.0 WINDOWS WITH x 7dbs1 33,2084r.s@ +70,0 .me •10.0 M.0 +70.0 110.0 +70.0 .BOA 1±s 70.1 33.206-37.53D +70,0•710.0 170.0-1100 10.0•110.0 •70.0-110.0 •10.0-110.0 +70.0 49.0 •70.0 43.0 +70.0 40.0 •PS SI.W-d Wt g0. 20.617.33..07 +70.0 .510.0 +700•1108 +70.0 4100 +70.0.140 SlinOardCOOaga 20,017.33267 •70.0-it9! +70.0-80.0 4700•110.0 +TOA-ti9A +70.0-it0,e 470.0-i 100 +7x0-5100 40.0 7800 LEVEL R3 REINFORCEMENT 25 EgupaBe 23.617.20610 470.0 •110.0 .70.0•110.0 .70.0•110.0 90.0 -110.0 ff FquVft. 21511.26.510 +70.0•110,0 •M.0-11Do •700•110.0 •700•110.0 •70.0 -110.0 +70,0-110.0 •70.0-Ilan •700-110.0 &GLASS TYPES 9_16 _ Ia.e2s C"-SL' se-SIT•23.Sr6 +70.9 1100 +Me.110.0 *Me.1100 110.0 1ma Cupamsk. 2x.517-23.616 •701-110.0 •10,0 410.0 Ma•110.0 +70.0-1100 +70,0-1100 +lap-1100 -TOA-ciao -MA-110.9 (REINFORCEMENTS SHOWN Silt ' 49.623 9kMad fhWaw 17.517.20.511 +70.0 4100 +70.0-010.0 .70.0 •110.9 .70.9-0IO-O SIa1Cwd Prwiaw 17,517.20.510 •70.6-110.0 •70,0-110.0 •70,0•110A -MA-110.0 -Me .11D.0 00.0-ita0 •70.0•110.0 •10.0-10.0 REINFOIN RCEMENTES E APPLY C+atan Ska 74,517-)7.518 +700.1500 +700 410.0 +70.0•St0.0 +700 •110.0 'S CMpam Ske N.51T-11.51@ +700-110,0 •70.0-110.0 +20.0-110.0 40.0-110.0 +70.0 410.0 +74.0!10! +740•1100 400-910.9 TO ALL FRAME TYPES C sw Ske 12517.1.510 470.0.110.0 .70.0.10.0 40.0 1.,0.0 4500-110.0CM-Ske 12511-14.51@ -70.0•110! •700-110.0 •70.0 -1100 +700-119,0 +70.0-110,0 •70.0.110.0 +70.0-710.0 •7DA[-102.4 0 CONFIGURATIONS) Shales! 11.377.12.616 •70A•110.0 +70.0.110.0 +70.9.1QO +700•1100 SUM.at Ii3JT•f2616 =70,0•110.0 •700-110.0 +lap-110.0 •70.0-110.0 •700•110.0 .70.0•110.0 '10-01-110.0 •70.0 Tallest 36,517.41.811 +70..0 •110.0 +100•110.0 +70.0•110.0 110.0 .110.0 7011071 35.517.41,644 •70.0-110.0 •700 •110,0 •70.0-1100 •700-11%0 +70.0•1100 •70.0•110.0 •70.0•110.0 •70.0 - 8lrnaadCngbge 31.577-30.511 •70.0•110.9 110.0•1100 +10.0.1100 110,0.110.0 Slanda0Coksce 31.517.38316 •70.0-1100 +70.0•110.0 +70.0-110.0 -MV-1100 +70.0-110.0 •70.0.110.0 •10,0-108.5 •70,0 0 EW.14i1. 28,517.37.616 +TOA.i tOA +10.0•110.0 110.0•110.1 +70.0.110.0 Eq.946a 26.517-31.515 +ro,0•1700 -MA-170.0 +70.0 -1100 +100-1100 •70.0-110.0 •70,0-1106.M.0•107.0 •70.Stealad Pia%. 23.517.28616 .T0.0 •770.0 +700 1100 170.0 .110.0 .ro.0 1100 Stlnda4PtOdaw 23.517.29540 +7aQ-110.0 470,0 4100 •70.0•110.0 .70.0-110,0 •70.0 -110.0 •70.0•110.0 +70.0 •110,0 -Ma02 Qafan Slia 20.517.235175 .TpA 110.0 +700 510.0 4700 7100 +700 SiDO 62 Cp.m Ske 2D SIT-23.810 +70.0•110,0 +70.0-11a0 +50.0•110,0 •70,0•1ta0 +M.0-110.0 +78.0-510.0 •700•170.0 170.9Cut(om Sit. 17.51720.618 +70.0 •110.0 +700 110,0 +70.0 1100 +70.0.1700 Cr7914m Ske 17.517.20.510 •700-I1D0 -MD Af00 •749-1ID.e •70.0-11D0 +70.0•100 •70.0 •110.0 •70.0 •110,0 •70.0CVa Silo i461717518 +700•170.0 170.0•51%0 1700.110,9 +70,0•1tOA Cvt9Sk7.17.51@ •70.0•550.0 410.0-510,0 •700-110.0 +70.0-iX0 +70.0-102.6 +70,0-100.5 +70.0•100.5 •70.05CmlanSke 13.017.14.518 +70.0 -110.0 +70.0•110.0 +70.0-110.0 +70.0.1100 Cupam Ske 13.017.14518 •10.0-110,0 •70.0-110.0 •700•1062 •70.1-100.1 +70.0 47.) •70,0 41.4 -MO -04.4 •70.0 Shat.p it.�4.13.070 1"a-110.0 400 line 170.0•510,4+70.0•110.9 SAodait 11.964.73.010 170.0•{100 -70.0 410.0 +70.9-102.0 +749 -07,0 -70.0 413 170.0 -90.5 +TOA -900 40.1 49.0 768611 39.517.41.814 1109 .110.0 +70.0•110.0 +70.0.1100 +70.0 .110.0 T.9m1 39.517.41,644 -70.0-110.0 -70.01-110.0 •70.0-510.0 -70.0•110.0 •70,0-1109 -7a0 410.0 -70.0.101,6 .70.0 48.0 Custom Ska 36.577.30.610 +Me Alan .70,0 414.0 -700.710.0 +70.0 •1100 cill-Bka 36.517.39556 +70,0-110.0 +70.0-1100 •700-110,0 +70.0•110.0 •70.0-110.0 •70.0-7100 40,0-501.7 -70.0 403 EWp1i1. 35.517.30.510 +70.0-110.0 +7oA•1100 •70.0.1100 +70,0 .170.0 E9M141a 35517.38516 •700-110,0 +70.0-110,0 409 •110.0 •700 .1100 •70,0-1100 •70,0 4190 •70.D-100.4 •10.0 45.0 7b Custem Ske 32517•]53/0 .70.tl-570.4 *70.0.510.9 +74.0.554.0 +TOA-010.0 75 Cupam Bke 32577•]5510 •70.0-170.0 49.0-510.0 40.0•570.0 40.0-iloa +70,0-110,0 19.9-119.0 •70.0•1.0,7 90.0 05.2 SlarAad Pra4Dw 28.817.J2.B18 ♦700 •110.0 +70.0•110,0 +70.0.710.0 +70.0 .110, 314(dard Praeew 29.517.32670 170.0 410.0 •70,0 1410,0 470.0 •1100 .709 -110A •70.0-i10n •70.0-109,0 -70,0-101.5 470.0 48.1 CLsian SW 1 29.517.29.516 +70,0 •710.0 +700 71100 670-D•110.0 +70,0-i 10.0 CMpom Ska 26.611.29.510 +70.0•119.0 .70.01-110.0 •7ao-107,9 +7%g-192.4 +100 Me 1700 46.4 +70.0 48.4 •700 4644 Shead 1 25.516.20.510 +70.0•1180 -7a0 I-1toa .70.0•110.0 +70.0 1-IrDA Shod..l 25.576-28.516 -700.110.0 •70.0-110.0 .70,0 •104.8 .7a0 1 491 -70.0 45.4 •70.0 -02.4 •70.0 42.4 -70.0 42.4 EqupS18 38617.41.694 .m.0.-150.0 410.9•150.0 •70.0.110,0 :700.110.0 Egaame 38,517.41.044 -7ao•11on •70,0-114! •10.0 •110.0 •70.0 -110.0 •70.0-110.0 •70,0-109.8 40.0 -0B.7 •70.0 41.1 M C.nla9 Ske 35.857.39.378 +roA-170.0 +70.0.110.0 .78.9•110.0 +70.0•710.0 01 GM"am 9k. 75.657•]0.519 40,0-110,0 -79.0-110.0 •70.0-107,9 •70.0 -1024 •10.0 48.9 40.0 40,4 .70.0 46.4 •ro.0-Ti-a- J. 61.Ypad Pru4ow 33@11.35.516 +70.0•170.0 .70.0•110.0 +70.0 •10.0 .70.0.110.0 SlaMad P.gl.w 33.818-35.5 16 -70.0-110.0 40.0-11tl.0 170.9-102.0 -70.0 47.9 •70.0 43.3 40.0 40.1 +70.8 40.9 -7. 40.0 97.76 TOOesi 47.844 •TOA 710.0 +70.0•10.4 +70.0.110.0+Too.,tail 97.79 T.H.1 1 45.048 1•700-1700 .70.01-119.01+%0-1020 +700 47.0 1+70.0 1 43.3 1170.01 40.1 -70.01 4D.0 1•70.0 40.9 XQ)If-4YCd a i,i.On177)3[nuq wltb ffi> SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND OUANTITY. F1D11da Vi 0IIn9 4dc*0, lYN v/ 01176!967•••.NA / 621�61iDM I9 T'rD}IUN �~`t���.•''t'GENSF •p f i I13 Y•: _ R.*ed fay: Dote: Revidlom NOTES: T1': No.55705 '. = @7 Description: 01.0110 8y: ))USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ORINTEGRAL FIN, l'jl'." � lS ;•ice= DESIGN PRESSURE TABLE JROSOWSKI . ./tt Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. (,�•., 17E OF 1070 TECHNOLOGY DRNE T7lle: c�'•.'ioR}nA.•''c�ti N.VENICE, FL 342753)FOR SIZES SINGLE HUNG WINDOW INSTALLATION-LM 85!15115 ON THE TABLE. SHOWN,ROUND UP 70 THE NEXT AVAILABLE WIDTH DR HEIGHT DIMENSION SHOWN // �S�C7Nl11 r{C�,•. (941)-480-1600 Ssdde/Model. Sca76: Sheet Drawing N0. Rev: PUYNNHILL0 P.E. CERT. OF AUTH. 129296 SH-5500 NTS 7 OF 13 MD-SH5500-01 P.E.d 50705 • u Ommom - MOM ©©©o�©©v©o v©v©©©©©©©©am co©v°o©v°G O;�fl©flflfll©fl©flflfl©fl©flGlflflflflGl�lflfl©fl©fl©flb flflGlflflflflflflflflflfl©©©©©© ' � ©flflQflQflQflDDDQflflfla©flQflQQaDflQflQQQGflD©flQflQQGGQ©QDQG©QC . �paaflaaflflflaflQflQ©flag©flfl©flaQflaflflflflQaflDflflGGGflflD©DaoflaGG • _ ©Q©fl©flflflfl©flQ©GI©fl©QQGIDQ©flQQQQQQQ©fl©flQ©QQQQflfl©flfl©flflfl© flQQQQQQQQa©flQQQQaaDDDD©©©©QQflflQGDfl©flQQQflGGDQaaDGGaG • aDDflaaflflmommCM©©aflGl©Q©©CQ©flDQ©aQDQflaDGaG©DQ©©aaQaaa _ : :�'©flflflflflflflDDDflflflflflflflflflflflflflflflfl©flfl©flfl©flflflflfl©©©©flflfl{"Jfl©flfl �� _ D ©QQQQQQQflfl©flQQQQaQflflQQQQ©QQQQflflGflflaflQQQQGG©oo©flG©©G CS02aDQaDQflfla0QflQaDafl©©©©flaflflflflD000fl©fl©QaGa©0©a©aaQaGC 111111=1111111M go a 2 1 MOMMfl©flflflflfl©flflflflflflflflflfl©flflfl EMO©flQQQQQfl2 2 Qflflflfl2QflQflWoman flflflGDflaflflflflflGG©flMCI ClaflG mpDaflDDflflflDflflflflflflDflflflDflflommuccflD ©nilaaa - DMonona DaDcoca aDaDDDaDDaDDDaaaDaDaDaaaDaaaDaaDaaD flQflQQQQQfl©fl©QQQQflQ©QQQflQ©©QQQQQGflfl©flQQQQGaQa©Q©Gflfla ���aaaQaaGIQQaQQflflflQaQflflDflflDflQflfl©flflflfl©aflDGGaflflflflflGG�IGGG V maaaaaaaaaaaaaaaaaaaDDaaDDaaaaaaaDaaaDaaaaaaaaaaaaDa QQQQQQQflaflaflQflQfl�flQflflflDDflQflflQQaa©aflQQflQGGflfl©©fla©0D D=flaaflQflaflQQQa©aGIQaQ©aaQQafl©flflQaDDaaaaG©flafl©GGI�GG ©QQQQQQfl©QQQQQGlQQQQQQQQQQQQQQQQQQflQQQQQQQQQGIQQQQQQQ :DmGlflflflflflflflflaflaQflflflfl©aflflflflflfl©flflflflflGflflQflflflflflaGaflaflflGflflG �aDaflaDQQflDQQflQQOaQQ©a©©DQQ©©©©flQQQQ©QGGGaova©GGaGGG 0©QflflQflaaflflflQflflflflflflflflQQflQQflflflflflflflflflQflflflQflflflflflQflflQflflfl � ©©flflfl©Glflflaflaflflflflflaflflflflflflaflflflflflfla©©flflflflflflGGflflflaflGflflG �DDaflDDflflflDflQflfl©QaflflQQflflDflQaQa©flQaflflflaGGGflflQflaGGflGGG :DODOflflflflflflflfl©flflflflfl©flflflflfldflflflflflflflflflflflflflflflflflflflflflflflflflflfl � ©QflQflQQQflafllllQflflflfl©flQQQflQQflQQQflflG©flflflQflflQGGaflOG1flG©flG - D�paaflDDflQflDflfl000DaQGIQaflflDflQQflfl©QGI©©©flaGGGGDQflDGG6lDGG : :�,©flflflflfl©©flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl - Dl�©flflQflflQQflQflflflQflflflflflflflflflfl©QQflflflflGDflflflflflflflGGQfla©flGOflG ��DaflDaflflflDflflflflflflDflflflflflflDflflDflaODQDflflflflGGGDflaflaGG6lGGG ©flflflflfl©©flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl ����IQflQQQQQfl©DDflQflQ©©©QQflfl©©©QQQQQGaOQflQQQQGGa©©©aaflDG �aDOGIDDflflfllommm moll ©flDQQQ©©flaQ©©©flQGGGQDflflflGDaGGG ��m;aDaaDDaaaDaaaDaaaaaDDaaDDaDDDDaDaaDaDaDaDaaaaaaDaaa �©QQflQQQQfl©a©CIQQQ©©©QQQQQQQQQQflQGQflaflQQQQGGQflQ©©GQ©G �aDaflaaflflflDflflflflaDaflflD©flflDflflDflaflflflflflflflflGGaaflflflflGGflaGa ��ODaaaaQaaaDaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaDaaaaaaaaaa �flQQQQQQQfl©flflQGIQQ©000QflQOQ©QQQ©DGDDD©QQQGIDGQDa©DDDDG aaaQaaQQflaQQQQfl©aQQ©Q©DaQQa©©©©fla©©©aGaG©DQ©©GGCIGGG mflQQQQQQQflQQQQQflQflQflflQflQQQQQQQflQflQQQQfl�©©QCIQQQfla�flflD 8�flflflflaflflfl©flflflflflflflflflflflflflflGaflflflflflflGflflflflflflflflGGGfl©flflGGflG �,aaaflaaflflflaflGlflflflflaflfl©fl©flaGIQQQD©flQQfl©fl©GGGaflflflflGGflGGG �flQfl00000©flGIQGIQ©©©flfl©©flfl©flfl©flflflflflflflQflflflflflflQQQflflfl©flflQ [�1Dflflflflflflflflflflflflflflfl©flflflflflfla©flflflflflflGflflflflflflflflGDflflflflflGflflD aaaflaaflflflDflflflflflflaflflflaflaaflflQflaflflQfl©flflflGGGflflflcoca accG ��m©flflflfl©flflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflfl ©QQflflQflflflfl©flflflQflflflflQQGIQQflQQflQQQGflflaQflflQflGGaO©©flGflaG �aaaflaaflflflaQQQQflflaQflflD©flaflflflflflflflflOflflflDGGGflDflflaGGaaGG �Dmflflflflflflfl©flflflflflflQflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflflQQflflQ mDQQQQQQQfl�©QQQflQ�©aQQQfl�a©QflQQQG©©�QQDQDDD©fla�DG©aG�' �aaaflaaflflflaflfl®flflaflflflflflaaflflflflDflflQDO©flflGGGflflDflflGG©GGG ©©©flfl©flfl©©flflflflflflflflflflflflflflflflflGlflflflflflflflflflfl©flflflflflflflflflflflflfl �;©flflflflflfl©flDflaflflflflfl©flflQflflflaQflflflflfla©flaflflflflflCGQDQ©flGflflG" filil�7;aaaflaGflflflaflflflflDflaflflD©©flaflflflfl©©flflfl©aflflGGG©flflflOGG61GGG OGaaCOi�aDGDaaaDaaaDaaaaaaaaGaDaaaaaaaaaDaaaDaDaDDaDa ���,©QflQQGIflQflflflflflflflGlflflflflQQflaQflQQQflQGQ©flflQflQflaGaflaflDGflflG aaaflDaflflflaflflflflflflaflflflflflflaflflflflflflflflflflflflflGGGflflflflflGG©GGG maallama aaaaaaaaDaaaaDDaaaDDDaaaaaaaaaaaaaaaaaaaaaaaa' :O 2flgoflflQQflflflMIC121©flaQQflfl©©flflflQflflGfl©flflflflQQGGflflaflaa©DG Gaago coaQQGIQ©DaQQ©©©©aQ©©aa©OflaflaOflGGG©loommaGGG r Lo U) - o o �Q £p o c� LO o ' J U) F- s+� 'Q w z �O s aPWi 6 rn z` a` F- Z o F- $ Z aR.oPe �+ E APCN Y Y t,J O I{t A a11inPB �+ O O 54, -ls I2 a" ac+ew I��R anuwv & a" o"Q KZ6 y I` II. a - �M o � O N an�Pe se m YJf;uPif =V � Q aPgl ------------------- --- ^$y aRPmPa ~ C ,[apantp( - O t= Oz W U .E AP�FI n l n Im aa.am « AaR, Z----------- zJ IT b t tlM/ePa 3-7-:V O F C:,,-"-Z W tU aRP+wr nin -- co 1 E<i 4 apWa �f�:i 111 Y�tS 1 � n I �8 aR aovr I a a - uj aR.oAe -------- 48 z lRl aaW m 8 aPesi d C !�- aR..P9 uj F tlRa+RP -- � 2 Z aMnI ( S z I T �5 as e:mr ir Q m aR.ePa a aRo+o¢Y Iao+aH 2 yQ. D g aA�PB O Z = m 8 aR xu71' n n+�, v m U z W 4' S 8 apes ...... ry F Q U 4 w i - r m 3 IK anaw etl w y aR�PB - N m aR�B - CJ f � I x�^°aRaWI - ? 5 i z o N f7 w w S § Ani - - cc 3ip aR APB n b aA MPVY ^ n�n z(2Z rvrvrvrvnn. rvn nn nn.-e�eln nn n n nn.rvvn nn nn vv nv v mNm�= �Qe ' i.; =^ s --��Ni3Rn�-M_ o z w 2ca = = FtRC� FIRARn e C :�s $dS n�lCAfdC� %S �.FIRCS..�FIR 19 fi{WR�sIR W�K p = j w s $= 4e�$C_ =��C'E 'E eee m�C _Ce o CCrC a CCm�4 ce z w m - W u 3 �'d X m O w w ao Sa� wyw� aW�`" 6W a�� 5w 6n �W� � ws �� „� z~w m m z A 7a ai S Si Si 3i S. yi 6 < N O Ul lu)AAA3iMT@+KPIt44i y Z cv LO • jc r 5� O CC?JR o' eLOe _U? 0 vc` Q J o= CO Z:9 ��• m J r Q LO- L4 Z 'F ary woe $ arvanmr - Z $ m� .In nen nl« o O � aw wrwe o a Q' Z tf3 o a aww.e «i« a '9 vU C� fu) --------- C 4 Q F y R ary B+DQV � ON O x�N k a +pe O 5 o m hd ¢ ppogl ----—-—- -— -— — __ _ _ _ —-_ _ —_ _ — �W Y O $ ary~8 «- ]" fAll_ o g n w nwora¢v - «{« oZ t) �S an rone m(d aroPea -i' an woe .,l« e �@. ". .-•.,_%,', ui 2'� an rwgv � V�,,, • J)�W o _ .0 Caw zw ui ary obar } Z J a: S R®1 nl« aww>e ^�^ ...... �' ..'• �. APWi an wee ^{^ an owav m _ ¢ nw.bw - _ OZ 3 '� awwoe nsw -I^ _ x awobmr .. w Z an.me i. ------------ n 8 +oma � tan aae O aw aromr - m 2 onw woe •I- - o I; 12007=2z -U' 3 -z anew e�«j G w �w Pr PSI N ti f+ awwae -------x z 0 JO- ----- - - - - ---------- -- - - -w w = o } Y ~ 2 P11NO aw.ova n�«{« -a u O z N. ' s= $=^ ==i= === -sin"-` == o X z o ffimmi-i Z. z;� 8a r? FIN ','A ill w ¢ m � A N T H � � tWYsbPa r+nB wsmn awi zN .o 3.500' 3.500" -- 3.500" 3.500" --►I� .062' ��•+-- .062" - r- .062' +- .062" �7II .�7I- 070' .060' 1.184' oo al I 1.483' a f 1.483' a 1.483' as 1.483" .070' 11 .715" �'I�oo r�o ❑ ou � .625" D 1 J-CHANNEL FRAME •625' 0 2 FLANGE FRAME 3 FIN FRAME 4 EQUAL LEG FRAME 1 65 LIGHT SASH I HD SASH '150' UU 1.375' O HEAD/JAMB T} O HEADIJAMB 1.375' O HEAD/JAMB O HEADMAMB I 23 REINFORCEMENT 25 REINFORCEMENT 3.483' r{ 3.483' ►I 3.483' rl 3.483" rl I •070• -�I�jII� r�(�1.182` I - 070" D .082` �IpI� -r�}� .062' DFS .062' ��77"" 111 1.036" 1,041'-4- .962" T .79,'I ,IJ 1 L 130" 2.444" a 2.444' a n 2.444" D ��••� 1.331" 1.340' 1--- O� 2'444• STANDARD HD MEETING RAIL 27 LIL�JI MEETING RAIL REINFORCEMENT ❑ ��❑ -kg-��� 1 QO❑ REINFORCEMENT 0 o U y-D o .825' D O J-CHANNEL '625' D O FLANGE i O FIN FRAME O EQUAL LEG 1.375" FRAME SILL FRAME SILL SILL FRAME SILL 1.872" -►I �+ 1.641" 1 T -rl 1,215' - - 1.472' r� �-+ 1.565" 2.100" . 1.830" I r{ 1.376" 1 I 2.17(i' I I .065' .065" 1.375" I ''1_II�T1 7 IL+1 O O I � .974' � .590" 471" 590' ,347 1 I355' is �J� .050' .050" -� 1.231" I+- --^I 1.000' Imo- •035' � .060• � � •070" .070` BEVELED BEVELED 14 FIXED BALANCSASH STOP LIFT RAIL LIFT RAIL 21 MEETING RAIL ,6 SASH RAIL 17 COVER E ,8 SCREW COVER ,9 INTERLOCK 20 INTERLOCK COVER INTERLOCK 22 INTERLOCK COVER approved ae cumplylag wlib Ili, FlorldA Uuldiun Code mde Revised By: Date: Rev(slon: N•OAP .316' \�� Y lYld iv7 AIN Dnde ProdaN Conlmi .300' �` rON......N d9/( '�i� -r{ .86o4" .175" :N�•.•' 110ENS�•''.�C•,P DY._ .-.__. Ravlsad By: Date: Revlsfon: .754" .750' ii * PJD.50705 =. J�n .035" -r{�-� .025' �tr-� �j �' �� ® Descripllon: Drawn By: OLAMI IG OEXTRUDED OROLLED - U r'la:= WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME �'(�,'.. S;A'E F� ( J� 1070 TECHNOLOGY DRNE 7ille: Dale: `�5,�•`coRlQi �:` N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �UIVA (e41)-480-1600 Se es/Model: Scole: SAeet: Draring No. Rev: A.LYNN MIIAUSA,P.E. CERT. OF AUTH. #29296 SH-5500 NTS 1 11 OF 13 MD-SH5500-01 RE.N 68705 TABLE 12: TABLE 12,CONT.: BIII of Material BIII of Material,cont. # Pert# Description Material # I Pert# Description Material 1 620101 Single Hung Frame Head&Jambs- -C anne P77— 46 1 720197 lAuto Lock Mechanism C Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 1 720198&9 15weep Lock Coat Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 1 720196&8 jAulo Lock Cover Assembly Cost Znc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX 1#6 x 1"Ph.FH SDS(Auto and sweep LOCK Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame SIII-Flange PVC 60 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SWDH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC 6 1 620108 1 SWOH Frame SIII-Equal Leg/Box PVC 62 420182 UR Pull Rail Tilt Latch Corner Key PVC 14 620131 Fixed Meeting Rail PVC 63 7834PHFL #8 x 314"Ph.FH SDS(Comer Key Screw) SS 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Till Latch PVC 17 620134 Balance Cover PVC 66 420184 Till Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 IV Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 67 420188 IPlastic Tilt Latch Finger Pull PVC 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 620157 Beveled interlock 6005 T5 At 69 420180 Pivot Bar Corner Key PVC 22 620145 Beveled Interlock Cover PVC 60 720208 Pivot Bar SS 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 Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 85 7834FPT 08 x 314"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420186 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrlp,.167"x.270"Fin Pile 67 77858B 1#8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720136 Laml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220"Flnseal 76 71646N Setting Block(7/6'x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTi f/8 x 1"Ph.PH SDS(Interlock Mounting Screw) 76 Quanex SuperSpacer nXT with Hol Malt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 77 Quanex Dureseat Spacer Composite 37 71669SP Meeting Rall Screw Support Plate 6053 T6 At 78 Cardinal XL EdgeSpacer Composite 38 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720X)000( Constant Force Balance 61 61011 Roll-Formed Screen Frame Alum 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 62 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 42 Spiral Balance 83 47042 Screen Corner Key with Pull Ring X 2 PVC 43 720205 Spiral Balance Shoe Nylon 64 47041 Screen Corner Key without Pull Ring AZ PVC 44 78X114FPAX 1#8 x 1-114"Ph.FH SMS Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 86 8181eC48 Sereen Cloth Fiberglass 87 1 61835/6'16141.140"Screen Spline(Machine/Hand Rolled) Vinyl Ayproved as rompyln.-will,rh• Florida 11,[din odc t11v[lllr/� naretJy Y o 2015 Revised Dy: Dole: Revision: NOAD SON ..:... Allam!Uade Pr *CA at Q'• P J Revised ey. Dote: Revision: By r 68705 ' .T1 Oro owdjalron:BILL OF MATERIAL(BOM) J ROSOWSKI ;'40 N ��'• 1070 TECHNOLOGY DRIVE 711W Dale: �. -.^<o111Or`,.•'`. N.VENICE, Fl 34275; SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 v4 :�;1111, . NOTES: ��iv S�C)/�JA Fr,,�` (941)-460-1600 Serres/Moder: Seale: Sheol: Orawlnp No. Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LYNN MILLER,P.E. 2)ITEMS 0 9.13.15,24,28.29.34,39,61,62,68-71,73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.#68705 CERT. OF AUTH. 829296 SH-5500 NTS 12 OF 13 M D-SH5500-0 OPT.SWEEP LOCK O 46 48 OPT,AUTO LOCK — 18 47 20 57 OR 58 48 E Q 51 OR 52 S 85 o i O OPT.PULL RAIL� - � � t E 22 � 82 4R 84 19 INTERLOCK y O COVER ii 58 PI j 1 p 87 Q ! I 86 50 35 f '� 121 BEVELED ' MITERED FRAME WITH .+F' INTERLOCK �'•- INTERIOR AND EXTERIOR 16 &COVER 1$ / FRAME WELDS 49 Q i 72 X4 "`•.` 54 "/—@X4 X4 a. 53 i 16 y✓ 80 4OR 14 44 '� A�AG"ss— ALAxG - \. ✓' ` SCREEN - OPT,PULL HANDLE ASSEM13LY ° 6a wtTHLATGH DETAILS 41 - 4D CONSTANT FORCE 11 65 16 82 O _--_---� BALANCE OR OPT.PULL - 40 OR 43 �2 43 SPIRAL BALANCE HANDLE HANDLE�--� 1 f8 67 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY -, FRAME WELDS 36 DETAILS EXTERIOR ...............,...-. ., •:... AT7gCHEs TO BA 5 53 + approved 3-1 plyloQ wllk Qh .......................... FRAME 111utrr - --.----- ---- no�u r> 5 ,��� Ip '( LYNN vv� Rebleed Dy: Dote: Rsvrsran: Mleml Deda Pr p on ASSEMBLY �' ``� q�1 LS DETAI ��,. 4�ccNs� •. Fp Ry Revlsed By. Data: fteHslon: �• 140.50705 �r Descrrptton: Oram 0J" NOTES; EXTERIOR %'A•,� FS(S i EXPLODED ASSEMBLY J ROSOWSKI SIAM Or tV i�, •,<ORtOA-.-'' ,`� 1 N�YENtCE,OFL 34275 rtra: Dole: TEC 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i 5 c, SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 DRIVE 2)J-CHANNEL FRAME SHOWN,PARTS H I&5.OTHER FRAME TYPES APPLY. '�r �C)/yAI.IF�d��� (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. AtLYN�J MILLER,P.E. Sartesjtdoder: Scute: Shaet: Orawfng No. Rsa• 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. CERT. OF AUTH. #29296 SH-550O NTS 13 OF 13 MD-SH5500-01 P.E.M I R s \ I x , BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links V Search W~~ 4 ` { � Product Approval s tk `USER:Public User ;;::�d,;r,::;�;•r•,•.;a Srrrr.:> S:arch>s}-?.?ic°pr!..ist. A ti Detail � FL# LFL2:61710Application Type ion Code Version 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 Product Manufacturer ii Address/Phone/Email hnolog ive , L 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method ertification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 p. Date Pending FBC Approval Date Approved 05/25/2016 Summary of Products a FL# i el,Number or Name Description 261.1 I Mullions for All Doors and Windows luminum/Vinyl Mullions Limits of Use ertification Agency Certificate Approved for use in H F;_2, 1Ir;10 ;"' 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 '=''"1 >t:.( '' '.6:"'.1,8.103 __i .>.......... (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: }]� J•iext€ 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Safe .. M IAWDADE INIIAMI-DADS COUNTY 1l'gicJn PRODUCT CONTROL SECTION DEPARTNf ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMrNISTRATION DIVISION T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miFiniidade.gov/economy. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(Li Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianii--Dade County product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Vel ' - DESCRIPTION: Series GT"Clipped Extruded Al minum Tube Mullion—L.M.I. APPROVAL DOCUME T: Drawing No. 6300JR, t' led "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 o prepared b anufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by ony ynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0218.03 MIAMI•DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-08.19.OS) 2. Drawing No. 6300JR, titled "Impact-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'fest per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5t1 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Imanue a ez,P.E. Product Cont of aminer NOA N F. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1.105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product Contr 1 E miner NOA.No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: &� NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ��n� Y MISSILE IMPACT-RESISTANT PRODUCTS � � FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 �o r` 4 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 1p o ..................................1 FIGURE 1: ELEVATIONSa MULL TO W WODO....... ..._......2 0 �w 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS 6 Y � MULTIPLE OPENING WIDTH FORVERTISEEDELL ARCHESTOBE MULLTOTIONMASONRYNO ....._.......2 MULLIONS � - -� INSCRIBED INSNE HAVE BEEN TESTED AS"FREE-FLOATING'AND DD NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES............_.....Z � SEE DEiAllls RECTANGULAR NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP. MULL TO MASONRY.......................3 to _ SHEETS 2.3 SHAPE MULL TO STEEL STUD...................3 N THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 o m I ANCHOR SPECS..........._................3 U) k DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1/180.THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. AL7ERNATATE CLIPS.....................q Z (n BAY MULL INSTALLATION..........__4 ` _ 11 X 2X.376 MULL SPECS...............6 J X 2 X.725 MULL SPECS...............6 70 a� U)4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 15 BEYOND THE SCOPE OF THESE W INSTRUCTIONS. t X 2.76 X.376 MULL SPECS._.......7 SEE DETAILS II 1LI 1 X 2.75 X.65 MULL SPECS...........8 W Z O o A Tnau G; 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 X.500 MULL SPECS........0 m O 0 h III __L SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.376 TUBE MULL SPECS....17 = Q SHEETS 2-3 I-- I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS 23 1 X 4 X.376 T MULL SPECS........11 ~ 7 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. SPECSW 7 OPENING 1.25 X J.188 X.265 MULL ...12 VERT. HEIGHT 1.25 X 3.25 X.100 MULL SPECS....7J Z W z MULL FOR 0)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.25 X.624 MULL SPECS.....14 O ?� LENGTH \ HORIZONTAL 1.26)(3.94 X.624 MULLSPECS.....15 Z S 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 J Q o 5 Z SEE DETAIL E, 2 X B X.25 MULL SPECS................17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to `' V SHEET 3 30.X.11 X.125 MULL SPECS....18 r• AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT f- 30°X 3.26 BAY MULL SPECS.........19 REACTIONS. 45"X 3.26 BAY MULL SPECS.........20 Q 0 Z :z MULLION&CLIP DIMENSIONS......21.23 h Z' u0 FENESTRATION 8)REFERENCE;TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS EXAMPLES 1 6 2............._...............24 0) --1 c. S o PRODUCTS MAY LOADING EXAMPLES......................25 W Q BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE a w Y y MANUFACTURED CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITHF, Z (f) U) BY PGT. PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U LU Q O O . ' 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ a. z0 U7 2 a•p o ,/SEED TAILS — �� -W Howzo ITAL A•D,GM; 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING m 'w 9-1 MULL SHEETS 2-3 W IDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH HORIZONTAL MULL -- LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP)FOR THE OPENING USING THE ASCE-7 STANDARD. MULL S FRAME DEPTH. '-I LENGTH�'- F---OPENING WIGTH�I �_-� -'I HORIZ.MULL LENGTH- 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT' TT _—__ I —1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR-OR-TRIANGULARITRAPEZOIDAL'. OPENING l_—= I 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT'1 FROM TABLES 1ATHROUGH 16A ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRWUCT REVIsm HEIGHT l ns complying wBh J c Fi xida FOR I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Building Codo OPE ING MULL f HRIY_ p VERT. MULLION CAPACITY(LBSIFT)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN Accepiww N10 1 n LENGTH Zti$•/1 HEIGHT LENIIMUy ILL ; 1' LMUL STEP 1). Plfeli"1DAcENGL 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE NiINnI o hoduct Can REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. SINGLE MULLION SINGLE MULLION -FORPVERr CAL MULL- 4 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE " (t.YNV I OPENING WIDTH I-_ ANCHOR/SUBSTRATEIANCHOR•CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �� \\n ••"""••.7�C, �IFoa vERr1CAL MUII. CAPACITY IS MET. ��`.•''•�1GEIJSF ''•`P SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 51l FROM FIGURE 1 ABOVE, 7)IF THE MULLION CAPACITY(LBSJFT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE = {`: ND.513705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE WE STANDARDS USED8 VERIFY THE DESIGN PRESSURE RATING LBSIFT' FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '� 4411•2074 FLORIDA BUILDING CODE(FBC),5TH EDITION ) ( ) U� •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION CAPACITY(LBSIFT21 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION A�,''•.F<ORLUP;••' Cj�: •ALUMINUM DESIGN MANUAL,AOM-2010 PRODUCT ASSEMBLY. •AISI-S100.07/S2-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. �i `5/� IA1� `�L �` \ A.C�rN I r1R FS.E. FL P. .q 58705 DETAILA: DETAILB: 1-MULLIONg MULLION TO 2X WOOD BUCK -MULLION MULLION ATTACHED TO 1X Buc cstalP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PER SUBSTRATE, o v ATTACHMENT SEE SEE TABLES 10.168 LL (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS, SEE NOTE $ i MULLION I GREET co Z N rc d I. I I GEE SHEETS 'a °I I MIN 2.7 KGI '' EDGE - W EITH£RTHE I I I 21-28 FOR HOLE d { I CONCRETEORCMU' J W STANDARD OR - e I LOCATIONS A - i I � e I I I I� SEE SEE TABLES OFFSET WILL EDGE E 18160 CLIPMAYBE DISTANCE FOR MASONRY INSTALLED BY W2 Q 'O THIS METHODd ANCHORS mO B OI•' SCREWS n ad I I I SIDE VIEW Z 260'MAX FOR q ALL MULLIONS c d' • ~ O _ d n rF E OR ULLiBEEXTERIOR a ^ BYEDGEOD_ J Z❑ U Z `1 ' DISTANCE n4 ~ FOR o M Z Z ¢ N O MASONRY Q Z THE OFFSET CLIP IS ANCHORS ° �. ❑ c RECOMMEND OR 9�- FiN-FR6EXTERIOR d wINDOWS.eUTur W Q ALSO BE USED FOR 2' F- OTHERFRAMETYPES. F U) Q z ¢ 0 0 Z a U) (1) $ OR Q: TYP•ANCHOR TYP.ANCHOR TYP.ANCHOR //��PER SUBSTRATE, —PER SUBSTRATE, F 8 ❑ rc PER SUBSTRATE, / GEE TABLES IB•168 GEE TABLES IB-163 SEE TABLES 18.168 I DISTANND _ SEETABL / BUGKSTRIP T---- SEE TABLES AND 1 18-160 T , - ,�G ATTACHMENT EMBEDMENT BUGKSTRIP : BY OTHERS, AND EMBEDMENT' SEE NOTE 1. ATTACHMENT SHEET I. BY OTHERS, SEE NOTE 1, , GREET I. . ..•.. •. .. •. • 2.7 KGI CONCRETE G FRONT VIEW PRODUCT RBVISSD SIDE VIEW as complying vial an Flormt FRONT VIEW Bailaiage do Ac"Fotmm No —E!- 02s iratioa V- 021 INSTALLATION NOTES: Ily Miami do Troducl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ."1111 101. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \��AA�Y(LYNPf 4", ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �� \�O.•" Eprg;'lze"' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ��•' \.\CF F: 7r FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. ` 'k:: NO.58705 _ 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 0• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIO NS IN M IAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED •.,�'COIt1DP•'•Cj` ELCO ULTRACON OR ELCO V4"S.S.AGGREGATOR MASONRY ANCHORS. ��i``S' "" �C\•�� A.L{NNiMILLER,P.E. FL P.E.#58705 DETAIL E: � DETAIL C: —I .126'MIN. MULLION TO MULLION — INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO a MASONRY STRUCTURE MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEE"OR"CROSS' S$ o (STANDARD CLIP SHOWN) INTERSECTIONS. k4o p V IES s2 u 2)MAY BE INSTALLED HORIZONTALLY � I " ' (SHOWN)OR VERTICALLY. EITHER THE I I I —PER SUBSTRATE 8 (� SYANOARo OR SEE TABLES IB-13B — 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 $co d OFFSET MULL = i i TOP VIEW FOR CORRESPONDING MULLION. Z INSTA LED BV Ij. I EDGEDISTANCE -MULLION O F THIS METHOD. �I I j'� pNC ORS�RY VARIES-1---�{ J U.1 'OR MAS1 I I W12 STEEL SCREWS, SELF-DRILLING OR PRE-DRILL n N • / �`���/ MULLION AND USE SMS 0 ./J ✓ ��Ti ted. f� m O f NIp (n EXTERIOR A. \ e �` -MULLION O J EDGE DISTANCETHE OFFSET CLIP'S FOR MASONRY�a < RECOMMENDED FOR V / Z @ 37 ANCHORS FIN-FRAMED L R. INTERSECTION LL1 'a WINDOWS,USED U-CLIP ALSO BE USED FOR _OTHER FRAME TYPES. EXTERIOR Q Z cr TYP.ANCHOR PER SUBSTRATE, •..A- .Q Q _ Q O Z N o / SEE TABLES IR-13B F-- a pp O / TYP.ANCHOR SEE SHEETS 21-23 FOR F- " aiE PER SUBSTRATE, HOLE LOCATIONS .-C" of BUCNSTRIP N AND — SEE TABLES 16-13B FRONT VIEW EDGE ATTACHMENT DISTANCE Ia-• In OTHERS, SEE TADLES 7 EMBEDMENT SEE NOTE I, 1B-13B („) Z Q O O .( '- .. SHEET t. •. P 'I EDGE D_Q Z m O • - —DISTANCE �_ s.O SEETABL.ES MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW MIN 2.T KSI CONCRETE OR CMU 10.13B S�� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE - 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR PER SUBSTRATE. \ SEE TABLES IB-130 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °- :� SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR n mmplying with Ute Flml& CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THEHOLE Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LocATION5 ACapIMICC Tblro"dL)S'n6�3 MULLION vx ign Date 71021 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. x H 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. I /�� ® Mlani DadC Ct 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED L.---, ✓ _ D STANCE \ � ELCOULTRACONORELCO114'S,S.AGGREGATOR MASONRY ANCHORS. FORSTEELSTUDS THINNERTHAN -SEE TABLES qc1,----•-••/q, FRONT VIEW 16 GA AND COMPLIANT WITHTHEFLBUILDING 7B-73B ����;•�1GENSC '-,r CODE,A2X WOOD BACKER MUST USED. = ; ATTACHMENT BY OTHERS. USE WOOL)ANCHOR SPECS _ NO. EXTERIOR SIDE VIEW NOTES: Lu_ 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, �;`; SHEETS 5-20,FOR QUANTITY OF SCREWS. A/LYNtJ«f460#,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION -9 Q (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 3 � o SEE DETAILS A.E. S g O JD'OR 45' SHEETS 2 AND J FOR INSTALLATION SAY MULL TO SPECIFIC SUBSTRATES. 11 N MULLION 1 u L co S t� O O Z O O W O O O O O O _j ul TOP VIEW O O 2 0 SIDE VIEW w L) o SHOWN WITH I'X 4'X.12S' TOP VIEW I II 5 (f) M (n ^ MULLION I (. I CJ I {- Z 4D J lN�l I j I 1 TYP.ANCHOR EXTERIOR I I PER SUBSTRATE, 5 U m :5—; I I SEE TABLES'15B OR IDB Z 22g I TYP.ANCHOR STANDARDMULLIONCUP 1- I a' I PER SUBSTRATE, EXTERIOR MODIFIER TO FIT FIELD ' SEE TABLES 18.140 ,, I f7 Q Z o T CONDITIONS. 2'XVANGLE CLIP, Z Q O'1CD j I I I I 2 PER MULLION END.MUST BE Q O Z NZZ INSTALLED INSIDE OF BAY MULL. F, 'a C3 -MULLION I _ aF- g O 9- ' I a W F U) X I� I 2'XS'X.125" U) II I I ANGLE CLIP, _��-�- () Z Q 2 PER MULLION END, - Q - ZO O I I I MUST BE INSTALLED d to cn I I I INSIDE OF MULL. m0 5.0 `gyp b —— A or I TYP.ANCHOR PER SUBSTRATE, _ SEE TABLES 1B-140 ./� INTO WOOD, L� STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TORE EXTERIOR OR MASONRY� EXTERIOR ALUM.CMU OR MASONRY MODIFIED INFIELD. EXTERIOR11 O EpEPO� µDR ,—F) P. -��' ©� / ^ (kIUCC REVISED as cnmplying with the Florida fivilding Code INTO WOOD,STEEL, Actiplance No VA -o ® ALUM,CMU OR MASONRY EDGE O E<pimllon Dale $) DISTANCE Ity PER MimnI c Product ANCHOR EOGE DISTANCE PER ANCHOR O NOTES FOR INSTALLATION OPTION G 8 H: \\ LY14N 0,1111 G NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. .�t�U'•�,\GEN 1(' -•'�� �% - 1)DETAIL ISNOT APPLICABLE FOR THE BAY OR 1.28'X 2.11"X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE 53705 s LOCATIONS. _ 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE /6 L(j- LOCATIONS. �� 7E ?j` 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, �n�•,- LORIQ •.•0 FL P. 58705 TABLE to amR Mullion Capacity Table I66#t2 Opening Width(for verilcalVspanring mullions)or Opening Height(lor horizortally-sparning mulliorm) 601n 601n 701. 801n 901n /0o in 1201. 1401. ISO In O Recl-WI. Tmpr711en9• Raetengbret Tlep[Mng. Rectum"' TmP•TAW 11"tengltler TV=M..9. Reclang,ia, Lap)TI". R.gen9Wor Tmprtdang. 11W IIaler Tmpfrd.�. Recleig0ler Treprild g. Raclenguler Trep/Tdeng. y F o u� 1%2X.1 26 Laedln0 Loadul9 Load.O laedi.g Loadng loadli9 Laadn9 Loadiq Loedlq Loading Loading lowing Loadrq L3e41n9 Loadn9 L.edin9 LaednB Lmdn9 nox U Alum.Tuba b S F F F & F S & Fe S & Fa F Mullion i g va 8'- � .gym o � r48 111.9 408 128.6 372 93.2 408 115.6 325 79,9 108 107.8 321 69.9 106 104.4 319 621 /00 101.0 31B 55.9 408 104,0 310 16,8 408 101.0 319 38.9 408 101,0 319 35.0 408 504.0 Me J W 74.0 312 83.6 258 62.4 312 73A 252 67.5 312 67.0 248 46.8 312 632 246 41.6 312 61.3 244 37.5 312 81.0 244 31.2 312 61.0 244 26.6 312 01.0 244 23.4 312 61.0 244D , U) 63.8 281 70.8 234 63.2 201 61.6 228 45.6 261 65.7 224 38.9 261 52.1 222 35.5 201 60.1 220 31.9 261 48.3 219 26.6 2B1 49.3 210 22.8 281 48,3 219 20.0 281 49.3 219 W O° O 52,6 247 57.5 207 43.9 247 49.5 202 31.6 247 44.6 199 32.8 247 41.5 196 20.2 247 39.4 194 26,3 247 36.4 193 21.9 241 38.1 193 18.6 247 30.1 103 16.4 247 30.1 193 m mn36.4 200 41.2 170 32.0 200 35.4 165 27.4 200 31.5 163 24.0 200 28,9 160 21.3 200 27.1 559 19.2 200 26,9 157 16.0 200 26.0 150JJ 33.1 181 35.3 155 27.6 101 30.3 152 23.7 181 26.8 149 20,7 181 24.5 146 18.4 101 22.8 144 16.6 ,51 21.7 143 Ud 28.6 165 30.6 142 24.0 105 26.1 139 20.6 165 23.1 138 16.0 165 21.0 134 Z z 721. 22.2 139 2J.3 120 18.5 13B IB.B 118 15.e 139 17.6 118 NN 1Z Te In 18,9 126 18.7 109 15.7 125 16.8 107 Q J $ d, 78In 17.5 116 10.2 104 ~' = ¢ N O TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: F¢- z zz ao Anchor Capacity Table Ibe ANCHOR CAP.,,„,,,, Cq ���� 8ob,Imle 2.7k Comtel. 3.5k Cane. ".11-CMU Facd CMU PT Wood Meld (DP,)X( )=ANCHORCAP._ � x- 5116'Eko 114'SS Eko 5lta'Elco 1!4'66 Eko Y106teel N12 9tee1 tl12 61eN MULLION CAP.,,,,,,,, W x w Anchor Clip Patterns Anchor Type: 3116'Eko UlBecan 174'Eko Ultepm Ulbecm Y16'Ek.UIOYcon 114'Etc Ulbacm A9gm13a1d Un-. Aggn,001 Scn,*(G5)Sc"(GS) Scmw 1651 USE THIS FORMULA TO OBTAIN THE'ANCHOR N Edge Ulslence(in): I. 2.12' 1' 2-12' 11161 1- 2.12' 1' 24ffi! 2' Mier Y 0.49• 0.54- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN V x Q Embedmmt(1nr 1.3/40 1,14' 1.314' L7lP 21 1-1/4' 1.1/4• 1-114• 1.174• 1-174' 1-114' 2' 1-US' 1,/B' s9tl.a ACTUAL PRESSURE REQUIREMENT FOR THE Q O O 2 Amrl @4.75•Min.O.C.I Slandatd Ot Mimi Clip(Fig.tr 390M 39O Its 4501b. 690111 1544 lb. 27010. 2801b. 354 lbs 74011,. 374 lbs 6641bs 946lbs 3411bs 442Ibs SBOIbs OPENING,WHEN IT IS LOWER THAN THE MULLION D'�r ZOO 3'.O 4 AtmhoA 1.15-MIn.O.C.161eMad(v Oftel)Clip(Fig.2): 46011,3 7001,1 NIA WA WA WA 3801bs NIA WA WA WA WA 68210.1 605 lbs 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AmInNa Q 3'Mn.O.G 1(2)2x5 Angle pips I(Ftp,31 7601,1 79011. 680 M 1560 Ins III"M 540 M VA Ib3 WA 750 W 7451b. 6001bs 1BB21bs 662 M sas 61,2o Ins MULLION.IT WILL YIELD A MINIMUM ANCHOR _ e 2 Ambom Q 0.45-Min O.C.I UClip,Inlo.125'Alom.(Fig.41 WA WA WA WA WA WA NIA WA WA WA WA WA WA NIA 71510.1 CAPACITY WHICH MAY BE USED TO QUALIFY Anclmc l FCUp(Fig•5r 195M 1951,s 225M 445M 822M 135 b, 14016, IT?Ib, 370M 18711,3 33216. 47311,1 170M 2211in 260M ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors 941.15'Mui.O.CJ Fit (Fig.6),.1 2401,s 350 M WA WA WA WA 1 190 lbs WA WA WA WA WA 34111. 442161 5B0 M 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: PRODUCF REvlSRD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Flod& SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---� 1.000' r-- nuilding Codd1' )8' Acccplmlm No Yo'(Y ` 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND16R OPENING WIDTHS IS ALLOWABLE. Bx irm(rtDafe FIGURE 3: py Fsnli3 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' Mi c Product • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125• ;`n�X(�YUN•!)l l(�Cnr CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED \•`�..•��GFt1SE FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' • '4�� t • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 21 X.125 MULLION .�.• h)O,56Tu5 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ;/�tr ��.. I-•_ �) 1'(EGF : rlonl0le. C9�: ` G A.LYNNIT{l�l BR;A.E. FL P.E.#58705 TABLE 2A Mullion Ce ac' Teblo Ibeffe) Opening Width ifarvartica*spanning mullow)or Opening Height(for hoftontally-sparring mullions) 601n 60 in 701n 801n 901n 100 in 1201n 1401n 100 In 0- O Ralen9uler Trei✓iden9. R4alorgNor 7rep/Tdarg, Rcolargulan Trap'fdarg. ReclapuWr Trapl1d4n9. Reclargulef TrapRM1aig, Reolargmar TrapTdarg. Rectan9uler Trap7Tdang Redapgular Tlap'Tdarg. Reclagular TroF7Tdeng, u 1 x 2%,376 Loading Lcadlre Loe31p Loading Loadlrg LoOGng Lcaoing Loadllg Loading Loedlrg Lending Loading LoaOilg LdOdlrg LoaNn9 Loading LSedItO Loadlrg off, Q Alum.Tube = p y. FMullion ' @ ^ � � � (n V0. z 42 In 170.0 820 170.0 435 151.3 682 17110 478 128.7 662 170.0 508 113.6 002 169.5 61e 1009 862 168.0 617 908 662 158.8 511 757 662 158.9 517 64.9 662 168.9 517 66.7 662 168.9 517 j w 481n 121.6 607 136.0 418 101.4 607 119.2 410 e8.8 607 100.7 403 78.0 501 1028 399 67.6 507 99.6 397 60.6 607 69.0 396 5D7 501 98.0 390 43.4 607 '99.0 396 380 607 99.0 396 � y 50In .6251. 107.7 458 114.6 378 86.4 456 999 1171 14.1 450 90.5 364 646 456 64.6 360 67.6 456 81.3 357 51.8 466 80.0 J56 qJ.2 456 00.0 750 37.0 8.56 60.0 350 s2.q 4;8. 60.0 J58 tL'i4 (77 641n 85.4 400 93.3 336 71.2 400 60.8 328 61.0 400 72.7 M 63,4 400 67.3 310 47.5 400 61.0 315 427 400 623 314 35.8 400 51.8 313 30.5 400 61.6 313 26.7 400 81.6 313 W CD 0 B 601. 623 321 fA.0 276 61,9 324 57.5 270 44.6 324 51.2 264 39.8 324 48.8 260 348 324 43.9 257 J1.1 324 420 255 Z6.0 324 40,5 233 22Z 324 405 253 19.5 324 40.6 733 co S631. 63.8 284 57.4 252 44.0 294 49.2 248 304 294 43.0 241 33,6 291 39.8 237 29.8 Z94 37.1 274 26.8 294 35.2 232 71.4 284 JJ,S T30 19,2 294 33.4 230 16.0 294 33.4 230 --1 66 In 40.8 268 49.6 230 39.0 208 42.4 225 33.4 260 37.5 221 29.2 2136 341 218 21-0 268 31.6 215 23.4 268 29.0 212 19.5 265 28.0 210 16.7 268 27.7 209 14.6 268 21.7 209 Z (n ? 721n 38.0 225 37.9 198 30.0 225 322 191 25.7 725 28.4 108 22.6 226 25.6 185 20.0 225 23.5 102 160 225 221 160 16.0 225 20.3 177 12.9 225 19.6 176 11,3 225 19.6 176 Z C) .7 761. 30.6 202 32.0 177 25.5 202 27.2 173 21.9 2D2 23.9 170 19.2 202 21.5 167 17.0 202 19.7 185 16.3 202 164 163 12.6 202 16,7 160 10,9 202 15.9 158 9.0 207 156 168 1z 781. 26.3 192 78.8 ifi8 238 182 25.1 165 20.2 182 T20 162 17.7 192 107 169 157 192 19.1 157 11.2 182 16.8 155 1t,0 192 15.2 152 10.1 102 14.4 150 09 192 14.2 150 Q J J 901. 18.6 144 18.0 128 16,4 114 16.1' 126 Z 7 Q N o BB In 162 127 15.8 1132 o0 T TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Ancbar CapacityTable(lbs) ANCHORCAP.,,„,,,,,, N Y Subalmle: 2.75 Concnele 3.5k Cone- Ho11x CMU Filed CMU PT Wood Metal (DP,,,)X( >=ANCHOR CAP.,,, to 5110'"co 114'SS Eleo BI I6'Elco 114'SS Eko N 10 Steel 012 61eel 012 Sled MULLION CAP., Anchor Type: 3116'El.Ull-on 111'Eko V tl.. 3116'Elco U11mcon IR"Elca Ullrecon Anchor Clip Patterns ulhacon AOOreGalor Ulbecon Aggre041or Sctew(G5)6ors17(G5) Screa(OS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Q .- 1' 2-1IY 1' 2-17 3.118' 1" 2.12' 1' 2417 r 3.116• 7 0.48' 0.54' 0,32/' CAPACITY REQUIREDO Edea Uialerce On). "CORRESPONDING TO AN D.c O () EmbedmeMiln). 1-Y4' i Tr 1-Y41 1.314' r 1-114' 1.114' WIV 1.114' 1.114' 1-1M' 2- lana• late- 90 ACTUAL PRESSURE REQUIREMENT FOR THE �'O o.o Of 2 Anchors Q 4.75'Min.0,0.1 Slenderd or COW Clip(Fig.1). 3901bs 300IDs 450 IDS 09010% 1644 IDs 2701% 200 IDs 354IDS 740 IDS 3741ba 664 IDs 9401bo 341 Ups 41211 5601DS OPENING,WHEN IT IS LOWER THAN THE MULLION to 1M S ) 4 Anchors Q 1.15'MM.0.0,1 Standard WOlbel)Gly(Fig,27 4601bs 700111% WA MIA NIA WA 380 IDS WA NIA WA WA WA 682 WS 685lbS 1129 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED1.100 4 Andwsa3'Mtn.O.C.1(2)2x5 Angle Clips I(Fig.31. 760 IDS 700 IDS 080IDS 1580IDa 1e%Ib5 540 Its 574103 WA 700 IDS 748 IDS 6001s 18921W 6112 IDS 5851W 112o IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors Q 0.45'Min.O.C.I U471p,Info.125'Al-(F1.41: WA WA WA RIA NIA WA NIA WA NIA WA WA WA WA NIA 7 CAPACITY WHICH MAY BE USED TO QUALIFY 1Anchor1 F-Clip IFI.5) 1951ba 195 IDs 2251D5 1451DS 922 IDS 135 IDS 140 IDS 177 IDS 3701M 107lbs 3321b5 4T)1bs 1701bs 22119 2B0Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhors 1.15'Ml1.O.C.1 F471 Fig.8 24070% 35015 WA WA NIA WA ul0lbs NIA RIA 42 WA WA WA 1IDs 1IDS 6601oa ANCHOR CAPACITY TABLE. NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. . FIGURE I: FIGURE 2: TABLE NOTES: VRMUCT REVISED 04 complyi.&wish Ow FRO& • • • 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Bmidmg Code . • ) Accepimm m I -02 •D3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000" (-- Expiration Dail c /�Z( til 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. By FIGURE 3: Miami do Product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I I I I l • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21 00 -23. 2. 0' ��� •( LYlJ7•J FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. L .375' Q:• F7 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED , CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55•ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.125" „ THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND,045"THICK(18 GAUGE).STRUCTURAL.STEEL TO BE AT I"X 2"X.375"MULLION 'rI '�- I�R'I--I�ri�I • LEAST.125'THICK AND 430.ALL ANCHORS INTO METAL SHALL EXTEND A7 LEAST 3 SCREW THREADS BEYOND --0.• /-,/� $ llj L?,' THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. • ;1;:R: !!FM16 UU.��D.��JJ UU__JJ..LL ^''•A•(OR1UI`,•'•\�� A.LIYNNI M hIt1:kIp'E. FL P.E.#68705 TABLE 3A „ Kry p Mullion CalgacKy Table belftr Opening Wldth(for wrticaly-spenrJrg mWllons)or Opening Height(for hoilzontely-spenring muillors) buW�i><C < 601n 60 In 701n 801n BO In 7001n 1201. A01n lea N Y 192 0 Rectangular TreplTdeng, ftectengdar Trep7Tderg. Rt,denpuler Trap/Tdeng. RectengWer Trep7Tnang. Raclen9uior Tnprtnmg. RactongWer Trap77dang. Rectangufer 7replTdeng. Rectenpulet 7repRderg. Rectangular Trep/fden9. 4 1X2.75% Loadn9 Loading Loedndi 9 LnadN9 Loedrg Loading Loadng Loading Loe(N Lc,.dng Loading Loading lowing Lowing Lowing Loadng Leading Loadng 6Y .376 AIUm. .. Tuba f 8�•" .. F �6 .& j� .& .F -5 I ;�, . 'Fd,- mufflo 6p 6$ �� 'EL"� 6 $ 6 RB g �E$ 6 Is� `a E 6E 6� 5E 6p fig. B �� 6E 6 $ 6 g� 6� �$ 63� 6p 5 ,m a� dip i 8 dip n� x dP a' � d u d6 d O n a h 42 h 170.0 620 170.0 475 170.0 714 170.0 ITB 170.0 060 170.0 500 170.0 982 170.0 619 170.0 1516 170.0 521 170.0 1240 170.0 521 146.7 1301 170.0 521 127.6 1701 170.0 621 111.5 1301 170.0 521 J W J W 48 in 170.0 708 VOO 524 170.0 630 170.0 584 170.0 092 170.0 63D 570.0 1113 170.0 661 151.8 1139 170.0 677 136.8 1138 170.0 680 113.8 1139 170.0 680 07.6 1138 170.0 680 85.4 tf39 170.0 680 T 50.6251. f70.0 747 17OA 503 170.0 Beg 170.0 631 1fi7.5 1032 170.0 681 140,8 1072 170,0 727 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 766 53,9 1012 170.0 756 73.4 1032 170.0 756 �o N 541n 170.0 797 170.0 612 161.3 007 170.0 691 138.2 907 164,7 730 120.8 907 152.6 720 107.5 Der 145.0 714 96.5 901 141.1 710 50.6 907 140.0 709 69,1 907 140.0 709 60.5 9D7 140.0 709 m O O A,) P76 111.1 735 151.5 625 117A 735 130.3 611 100.8 733 118.0 6911 80.2 775 108.2 690 75.4 735 99.6 56.7 70.5 735 95.1 676 58.6 735 81.8 674 50.! 735 81.8 671 44.1 735 01.5 674 F=- AD 125.0 688 130.0 570 101.8 688 111.5 657 57.0 860 BB.9 SIT 76.2 860 90.1 678 87.7 8811 67.9 571 80.9 668 78.6 526 50.0 6611 75.6 521 13.6 866 75.8 521 38.1 SW 75.6 521 N J 108.0 607 1124 522 86.3 607 98.1 511 75.7 607 85.0 601 68.2 607 77.1 4W 56.9 607 71.5 466 53.0 607 07.6 401 44.2 607 833 470 37.9 607 62.7 474 33.1 607 82.7 474 Z 01.6 810 85.8 441 68.0 510 73.0 431 58.3 510 84.3 426 61.0 610 57.0 419 45.4 510 53,3 413 40.8 510 50,0 408 31.0 610 45.9 402 28.2 510 44.4 399 25.5 510 4/.3 780 u1 �i aW 89.4 150 72.6 400 67.0 458 61.7 3112 49.6 159 51.1 383 13.1 458 15.6 '378 78.8 458 41.8 373 M.7 450 41.6 366 20.0 450 37.7 762 24.6 150 78.0 359 21.7 159 75.7 350 Q ?� `-'hd 04.2 435 67.0 351 53.5 435 56.8 373 45.9 435 49.8 386 40.1 435 44.7 360 35.7 435 40.8 355 32.1 435 36.1 351 26.5 435 34.4 344 22.0 435 32.9 341 20.1 435 32.2 340 I' 5- r• 41.0 327 43,1 290 34.8 327 36.4 295 29.9 327 71.8 280 26,1 327 26.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.1 327 21.0 262 14.9 327 19,7 268 Q AD Z N O 34.4 287 35.4 257 28.7 287 29.9 262 24.6 287 26.0 248 21.5 251 21.1 241 19.1 I87 20.9 210 17.2 287 18.3 217 14A 2117 10.9 272 a m0 y� 24.2 227 21.7 206 20.2 227 20.8 201 17.7 227 111.0 190 15.1 227 10.0 105 In x 1J III In 22.3 215 22.7 19{ 18.5 215 19.1' 191 15.9 215 16.8 100 N o� 1201. 17.8 1114 ITO 1sT U x ¢ O 0 TABLE 313 ANCHOR CAPACITY ADJUSTMENT FORMULA: d"� Z to U) Anchor Capacity Table Ib5 ANCHOR CAP„„,,,,, (L 90 s.0 Subalrele: 2.711 Concret0 3.5k Cone. Hot-CMU Filed CMU PTNbod Mehl (DP-)X( )=ANCHOR CAP.,,e MULLION CAP.,,,,,,,,, -7�.� 916'Moo 114`85 Eko 5/16'Elco 1I4'S"Elmarm 61 (05 #1281,01,35 912 Bled F o Anchor Type: 116'EI, Ulracon 111-Eko Ullrecan 3116'Elco Ullraeoa 111'Eko UOreem Anchor Cllp Patterns Ulvacon ng9mGa1« Ullacm AgGmoel« Scm7(OS)screw(Gs) screw(Gs) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): t' 2-112' 1' 2-12' 3-1f9' t' 2-12' 1' 2-112, 2- 3.1117 2- 0.46' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmWment(in! 1-314' I:W4" 1.314' I; 4' r 1-114' 1.114' 1-111' 1.114' 1.114' W/V 2^ 1019' i-wV jerks ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arw)wro 9 4.75'MN.O.C.1 Staodald«Olsal Clip(Rg.1. 390 ros 390 lbs 45006 8901bs 1644Ibs 270 Ibs 2601M 354165 740 rM 314 the 664lbe 946Ibs 341 Abs 442 lbs 560Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 491.IV Min.D.C.I Standard(or Clrsal)CIO(Fig.2)'. 460 ft 460 WA WA WA WA 3110166 WA WA WA WA WA 682 lb, 8B51b 11201bs CAPACITY(FROM TH E TABLE)OF THE SELECTED 4 Anchors C Y&On.D.C.1(2)215 Angle Chips I(Fig.3): 7801b9 760166 6601bs 1560 lbs 1096 Ib3 540 Ne 560 The WA 760 cis 748141 8501W 1892 lbs 692 ms 885 lb, 1120 ks MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Aahors®0.45'Min.O.C.I ULOp,Inlo J25'Alum,(ng.4y WA WA WA WA NIA WA WA WA WA WA WA WA WA NM 715lbe CAPACITY WHICH MAY BE USED TO QUALIFY A Anchor I F4;Bp(Fig.5X 195 lbs 195 1b. 225lbs 445@9 6121bs 135166 140 ft 1771bs 370 lbs 107[be 3321bs 473E 1701b1 22nM 2801be ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchon 1.15'Min.O.0 I F431 FIG,% 240 @7 350 W WA WA WA N/A 1901bs WA N/A NIA NIA WA 341 lbs 442165 560105 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ! CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISBD m complying wilt The PlOrida Building Code fip�17 u8 FIGURE 1: FIGURE 2: Amplonce No 1 1 • • • • TABLE NOTES: BBpimtion Date 2o2t 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. M! • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. N1i ti edit Product Cmm FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. r'/e 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"0 tj��•,••'1�OENSr''-�FQ • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. X FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0 - -.I. � : PIn...U7GS -. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .376' I FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED 0•• Q G[ R YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" -'.0'' S I v ; 7'(I- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.SHA THICK(18 GAUGE),STRUCTURAL STEEL TO BEAT :(��'.• S/1 E I • 1'X 2.75'X.375'MULLION C •,/'(OR1DI`.•' •� • • LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10 8 1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. Af L1 tJ�py��} l ER;P.E. FIL P.E.0 68705 TABLE 4A Mullion Capacity Table Ibe/1t° P Opening«idth(for uerUcelly-sparvirgmullions)orOpening Height(forhorizorta9)i-spamirgmulions) 501n 601n TO In 601n Bo In 100 in 1201n 1401n loo le M Reclengdar T, Tdelg. P-I n uler Tre Inca I%2,75% NTden9• Rectangular Tre4JTdeng, Regen9tier Treead,a Rectangular TepTdmg. Raclerpuler TrepRaangr17..O nguler TILoading9- Bonn TrLeadingg. Real TrLoadanB. a p w .860 Alum, Loadng Loading Loading Loaang Leading Load-9 Loadng LoeanO Loading Losang Loading Leading ding Loading Loading Leading Loafing leednC c2 a Tubb y F p p p P i p n s r F r i yy Z,MullionR'B i i- a a'g 421n 170,0 020 170. 435 170.0 TM 170.0 478 170.0 888 170.0 508 170.0 992 170.0 510 170.0 1118 170,0 521 170.0 1240 170.0 521 14M 170.0 521 158,7 1820 170.0 521 130.8 1620 170.0 521 J W 481n 170.0 708 170.0 624 170.0 850 170.0 581 170.0 992 170,0 530 170.0 1173 170.0 601 170.0 1275 170.0 6T7 17D.0 1417 170,0 080 111.7 1417 170.0 680 121.5 1117 170.0 680 106,3 1417 170.0 880 _ �m � 60.6Z5 In 170.0 747 170.0 553 170.0 898 170.0 631 170.0 1018 170.D 664 170.0 1185 170.0 727 1628 1286 170.0 747 146.3 1288 170,0 758 121,8 1286 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 758 UJ o o 54 N 170.0 707 170.0 612 110.0 VA 170.0 891 170.0 1118 170.0 754 150.7 1130 170.0 803 173.8 1130 170.0 837 120.6 1130 170.0 658 100.5 1130 170.0 881 88.1 1130 170A 861 75.3 1130 170.0 681 m M 60 N 170.0 885 170.0 701 146.5 015 102.3 781 1255 915 141.5 746 100.0 915 132.3 715 97,6 015 123.0 728 87.9 015 115.5 720 73.2 915 114.4 715 62.6 915 114.4 715 54.8 015 114.4 715 I'-• J rn = 63 In 151.6 630 181.9 710 128.5 030 138.8 894 108.5 630 123,2 681 94.9 530 1 t22 070 84.4 830 101.8 662 75.9 830 99,4 650 63.3 630 91.5 649 54.2 63D 94.1 649 47.4 830 81.1 649 � W m 104 68 in 132.1 757 140.0 650 110.0 787 110.8 030 BI.3 757 105.9 824 02,5 757 851 614 73.4 757 88.1 808 68.0 757 84.2 600 55.0 767 78.0 603 47.2 757 70.2 591 4L3 757 78.2 591 Z CL$ gT J 72N 101.7 630 108,6 552 64.6 538 01.0 510 72.7 670 00.1 510 63.0 638 722 521 50.5 036 88.5 511 50.9 830 02.3 508 42.4 038 57.2 500 36,1 076 55.7 487 N.8 8313 55,2 497 J , pLU ti rcZ .2 76 In 88.5 671 00.4 IBB 72.1 $71 70.8 468 8. 571 67.4 {TO 64.1 571 8D.0 471 Ig.O 571 55.5 484 43.2 671 51.8 159 38.0 571 47.0 ISI ]O.B 571 44.6 447 27.0 571 44.5 M0 Q d. 78 In 80.0 512 87.1 471 60.7 612 70.8 485 57.1 512 62.1 466 50.0 512 557 449 44.1 542 51,0 442 10.0 512 17.6 437 3J.J 542 42.0 429 20.0 512 40.6 425 25.0 542 40.1 123' Z Q N o 101n 52.1 407 53.7 361 43.4 407 45.4 355 37.2 407 30.6 349 32.5 401 35.3 343 28.0 407 32.1 338 25.0 407 28.6 334 213 107 20.1 327 18.8 407 24,1 322 16.3 407 2],0 319 Q U) Z `- 1- 40 901. 429 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 300 28.0 356 28.8 361 23.8 J58 Z8.1 300 21.5 358 24.0 286 17.0 358 21.0 288 18.3 358 19.2 284 x �ao 108 N 30.1 263 30.8 255 25.1 283 26.0 251 21.6 263 22.5 247 18.6 283 19.9 2N 10,7 263 18.0 240 151 283 16.5 237 Lij 1- III In 27.6 267 28.3 242 23.1 257 23.0 230 19.6 267 2D.6 235 17.3 287 18.3 231 15.4 287 16.5 228 (V fn (0 1201n 22.D 710 22.7 208 18.3 228 18.8 205 15.7 228 10,2 202 Q X Q O TABLE 4BT z ANCHOR CAPACITY ADJUSTMENT FORMULA: � Anchor Capacity Table Ibe ANCHOR CAP.,,,,,,,, - �+ gfYmfY 9ubstrale� 27k Concrete 3.5k Co.. 14dlbw CMU FOIed CAIU PT Weed Melel (DP„)X� )=ANCHOR CAP.,,, 5'18'Eko 1N'99 Eke 6110'Eko 114'93 Eko Y10 Sleal YI2 Sleel "12 S1ee1 MULLION CAP.,,,,,,,,, Anchor Type: 3116Ela Ulkocon 114'Eke UNrooan 3116'Eke Ullman i!1'Elco U@ecm Anchor Cllp Patterns UWacon ACereGai« unrocon AppreGel« screw(OS)suety(Osl Screw(G5) USE THIS FORMULA 70 OBTAIN THE"ANCHOR Edo.aslarce(ny. r 2-I2' 1- 2.12' 3-18' 1" 2.112' 1' 2.12' z' 3.118' 2" 0.48' 0.54' 6.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmOeanxll Mt 7014* 1.3x4^ 1-314' 1.3/4' 7 t-u4* 1-114" 1-U4' 1-14" 1.114* 5-114' 7 lase' tare' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Anahols 4.75-Min.O.C.I Standsrd«011aclap(Fig.1): ,3901bs 390 Il 450110 690M 1644@s 270 ros 2801bs 7541bs 7412 IDa 37410, 66416, 916 roa 341 ros 442 lb. see lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anehore@1.15'MN.O.C./Slendard(«OBs00 Clip(FIC.2)' 480 las 700@e Wn WA .WA WA 3601bs WA WA WA NIA NIA 68210.9 ee51 +12016, CAPACITY(FROM THE TABLE)OF THE SELECTED 'Am"'®3"MN.O.C.I(2)216 Angle dips I(Fig.3y 760 R. 780 @s 660 lbs 15801bs 1896lb. 540 @3 5601es NIA 7601bs 746 lbs 89D lbs 169216e 682 ros e8 be t120 11 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arclgro�O,qS'MIn.O.C./Uaip,NIo.125'Atun.(FIg:4y WA WA NIA WA WA NIA WA NIA WA WA WA HA WA 716Ibe CAPACITY WHICH MAY BE USED TO QUALIFY 1 Mob«I FLfp(Fig.6y 105 Bis 18516, 225 los 44s ros 8221ee 175 10., 14010.0 +771« 370 ros 1B7Irc 73210.0 477104 170IDs 221109 280 Tea ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnctgreQl,1S'Me.O.C.)F{71p(Fig,6' 240@s 35018, WA WA WA N!A 1901ba WA WA WA WA WA NIbs 442lbs 500 to, ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PIt0013CT RfiV1SED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. na_rnPlyin6 011Ith Coo Florids Building Code ��b 6.CX j FIGURE t: FIGURE 2: TABLE NOTES: - Acccptnnce No All • • • • -� 1.000' �-- P.xpirationDale J2 T SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Oy, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Mi n. )ede P� cl I I1j 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ) \t�0.•'' ''�.<<(•`��i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750" �1CF:IJ�r •, .p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.53705 _`:• FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a-A 0' :-U••,'�`� Q r�j :• R:- CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -,7 ., !/ f 1(/ 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' !U S'iA7f•OF :•�V THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ','t`�''•.A'[OF410I`• II II LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND I"X 2.75"X.650'MULLION :�:��p��'••••••••• \�� THE MATERIAL.410&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. X 11 r�(-)f`.1n1. UU��LL��JJ 'IIIII11Ir A.LYNN MILLER,P.E. FL P.E,#58705 TABLE 5A oK NA � Mullion Copacity Table Ibe#12 Opening Ndth(for vartically-spamhgmUllons)orOpening Height(igrltorlmrfe"pem11gm11lions) 501n 60 in TO In 601n 901, 1 1001, I 120 in 1491n IW in O Reclwp.Aw Tap/ rTdwg. Reclsngular TFWTdarg. Rwlwg Au 11op7Tderg. Reclang,der Trap7Tdeig. RKWVWar Trep7Tdang. Reclengider TrapfrdanB. liwiangular TrapfTdang. Rectang,Aer Trep7TDew. Recleng�ler 7tap7Tdwg. o: 1"x3.125"a Los 11 Loadn Loafing LoadnO Lowing Loading Loading L5a*g Loading Loading LoadDg Lce6ng LoWng Lowing L"Init Loafing Loading Loading �� u 0 .500"AlumT z 2• ,. r .& F� Tube MulIs l U u U U u U 43` o u u V u to U sp a$ _� a _� a 'a �� a$ U) w s� �c O 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 866 170.0 508 170.0 M 170.0 519 170.0 1110 170.0 521 170.0 1240, 170.0 521 170.0 1466 170.0 521 170.0 1735 170.0 521 154.4 1802 170,0 521 J W 451n 170.0 708 170.0 524 170.0 8% 170.0 561 170.0 092 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1411 170.0 680 157.7 1577 170.0 000 135.1 1577 170.0 680 118.2 1577 170.0 Ogg r 60.825 In 170.0 747 170.0 503 170.0 006 170.0 871 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1485 170.0 756 106.3 1495 170.0 756 �u U) 641n 170.1) 707 170.0 612 170.0 958 170.0 001 170.0 1118 170.0 764 170.0 1275 170.0 503 166.1 Met 170.0 837 149.6 1401 170.0 656 124.8 1401 17D.0 681 105.8 1107 170.0 681 03.4 1401 170.0 801 m cD Ir- 60 J 80In 170.0 665 170.0 701 170.0 1063 170.0 707 158.5 7158 170.0 67e 738.7 1168 187.0 026 123.3 1156 166.6 917 111.1) 1168 11.0.7 010 82.5 1756 144.5 00] 70.3 1158 144,5 003 80.4 1158 144.5 903 1- J to 113 In 170.0 930 170.0 745 159.8 1049 170.0 050 737.0 1049 155.5 880 119.6 1049 141.7 646 106.5 1049 132.0 836 95.0 1049 125,5 820 70.0 1049 119.3 82D 06,5 1819 118,0 619 50.0 1049 iul 9 519 U m f. 601n 188.8 055 170.0 789 130.0 055 15t.3 501 110.1 055 133.7 765 104.2 055 121.4 775 92.6 955 112A 765 63.4 055 100.4 767 69,6 056 99.6 740 SB.0 955 96.7 746 52.1 955 08.7 740 Z d� XPi j 72 in 128,5 803 134.9 897 107.0 603 114,8 082 o1.6 803 101.1 670 80.3 803 91.2 059 71.4 603 63.9 619 84.2 803 78.6 842 53.5 603 722 832 45.9 803 69.8 620 40.1 803 09.7 827 � c!)A �+ 1W o:Z 701n 100.2 721 114.1 620 01.0 721 97.0 516 75.0 721 55.1 605 66.3 721 70.5 595 60.7 721 70.1 588 64.6 721 65.4 570 45.6 721 59.4 669 39.D 721 50.6 554 34.1 721 50.1 563 Q J r 78 In 1(15.0 684 1 105.4 509 04,7 1 851 89.4 557 72.2 684 70,4 516 67.1 804 7D,4 567 56.1 654 04.4 555 50.5 664 50.0 $51 42.1 681 54.1 541 38.1 684 51.) 530 31.6 064 50.0 534Z :EQ o 10 In 65.6 614 87.0 460 54.8 514 51.3 448 47.0 514 60.0 NO MA 874 44.6 433 36.6 514 40.5 427 32.8 614 37.3 421 27.4 614 33.0 412 23.5 514 30,4 400 20.0 614 29.0 403 Q cr? h 4 foo B81n 64.2 452 65.7 401 452 462 47,0 306 35.7 452 40.0 390 33.0 452 36.4 384 30.5 452 32.0 376 27.1 452 30.3 373 22.6 452 26.6 386 70.4 462 24.2 359 10,0 452 22.8 755 In N y r; 108h 38.1 357 38.0 322 31.7 357 32.7 317 21.2 357 20.4 312 23.8 357 25.2 308 21.1 357 22.7 303 70.0 357 20.0 2118 15.0 357 16.0 203 13.6 357 18.2 287 11.9 357 15.0 267 (V 1111, J5.1 338 J5.8 ly JOB 29.2 338 30.1 301 25.0 338 26.1 206 21.9 738 23.1 202 19.5 336 20.6 286 17.5 330 10,0 264 14.8 3J8 16.5 278 12.5 336 14.8 277 11.0 338 13.8 280 c+) 1201, 27.7 289 26.2 283 23.1 289 233 259 19.8 289 20.5 256 17.3 289 18.1 252 15.! 280 16.3 240 13.9 280 1 14.9 246 11.e 289 12.8 240 9.9 289 11.4 1 235 6.7 1 289 1 10.1 1 232 Q X Q O O r Z s.,0 0 TABLE. D. 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: IL m0 AnchorCe arJ Table Ibe ANCHOR CAP.,,�,,,,, a a Suleirale 2.7KGnIcide 351,C(M. Nd10w12U FdedCM1 ptwom metal (DF;w,)X )=ANCHOR CAP,,, o , �-� 111(7'Elco 114'53 Ek.1 5111'1 Elco 114'SS FJco 810 Sled e12Steei a123teel MULLION CAP.,,,,,,,,,, AndtorCilpPattema A9nhaTypa y19'ElcoUnmem v4'EkoUSracon unracon 37t6•FJcounncm v4•Elcoun2can AWeealor I USracan Ag9reGiw screw(o5)Suew(135) screw(G5) USETHISFORMULA TOODTAINTHE'ANCHOR EaW uslercegn) 1- 2-112' r 2.112' 3110 1• 2-VZ 7• 2-1z z 31,r z 0.48' D.54' 0324• CAPACITY REQUIRED'CORRESPONDING TO AN Ernbedilenl n 13x4• 13!44 1-114' 13'7 r 1-VC 1N4' 1-114' 1-174• 1.11 1-174' 2' 1.3101 13'8' sines ACTUAL PRESSURE REQUIREMENT FOR THE 2Anceon®4.75-Mln O.C.I Slardwo or orset GIIP M 1. 3001bs 39D 160 .45D Ms BW as 1644 IM 27005 200I 364 IDs 7401Ds 314 Fos 664 Ite 946100 341 IDs 4426, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor®1.15'Min O.C.I Slwdard(w Ortse0C9p(Flit 2) 4300s 700" IIIA WA NIA NIA 380 0,n IUA WA NIA WA WA 61321Ds 885¢a 112a as CAPACITY(FROM THE TABLE)OF THE SELECTED 4AncWgn®3•MIt.O.G.1(II 216 AIg1eC8psllFl93) 70011)5 760 Ob E801bs 14(71 IDs 1BO6ros bl0ros 60,7 IDs NIA 7601Ds 748 Mt 66085 1892165 6821Ds 885110 11201bf MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AnCMgn�0.d5'M810.C,fu'.ip,Inlo.120Num.(F d NIA WA NIA WA I11A NIA WA NIA IVA NIA IVA MVA NM IVA 107305 CAPACITY WHICH MAY D E USED TO QUALIFY 1Antor/FClip(R06) 1D5M 195109 2251bs 445lbs 622¢8 1351Ds 140 lbs 1771bs 37D Ibs 157 IDs 33210 47316e vows 721 im 23b lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ancta 4-1.1'.1'Mtn-O.-C]F-Clip Pit 21005 35D IW NM IVA NfA Mit/A 180165 NIA WA NIA IUA WA 34105 44256 560 ICA ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F14000C'y RCV19S13 ns complyin6 wish Oro Fib" 1-1.000-1 Ruilding Code Acceptance ton t�0$Z)H•O� FIGURE I: FIGURE2: TABLE NOTES: E --vat �fU2l 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MWT Oadc Product 11551111 ILII 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� yi'i r•1/ I7 3.125" \� CC\ �CF•��i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. `�.•' �1UL'h1 ST, ^ % • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ,4.' •-r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Nu.X0705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-530.WOOD SHALL BE PRESSURE-TREATED -O'•v` '��'/// �7 lt7 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0063-T5 AND BE A MINIMUM OF.125" :'!) ••, ys(;�((; F j� 1'X 3A25'X.5'MULLION �17t,'•, ;� (j- THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND,SHA THICK(18 GAUGE),STRUCTURAL STEE S B BE AT (1•VF MULLION) ,' (s•'•.A......• '• N. • I l Imo• LEAST.125"THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �l�+r, '• •• \• THE MATERIAL.810 d#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. A.LYWIALLER,P.E. FL P.E.#56705 TABLE 6A ® � Mullion Capacity Table Ibsfrtx rJSjl Opening Width(forw9calty-spenrirg mullions)or Opening Height(for horizontally-sparding millions) 21�W•-� 501n 601n 701n 001n 901n too In 120 In 1401n ISO in Reelenwlar TrapRderg. ReclOrgiler TraprTdeng. ReclOnwlar TreplTdeng. ReelangJer Treplydang. ReclengWer TrepRdenO• ReclangJer TrepR4eng. Reclengulm TrepTdang. RectargWer TropRdang. Reclangalor Trepmeng. q w 1 x4%.126 Loading Loading Loading Loading Loodng Loading Leadnp Loading Leading Loading Loading Loado Loading Loedrq Loading Loading Lasdng Loading Q O Alum.Tube £ §.. §_ -�' § §.. § §.. •§ §� § §� §.. § �'� § §'_ .�' .s $ §� § §_ .F §•� .F .§^ .� §_ ) LL Mullion g � z � m � Z 0 42N 170.0 620 170,0 435 170.0 702 170.0 478 170.0 868 110.0 We 170.0 992 170.0 510 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1408 170.0 521 145.0 1489 170.0 521 127.6 1469 170.4 52I _j 12l 481n 170.0 708 170.0 524 170.0 850 170.0 081 170.0 992 170.0 We 170.0 1133 170.0 681 170.0 1215 170.0 677 150.3 1303 170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 87.7 1303 170.0 680 _j _ 00.025 in 170.0 747 110.0 563 170.0 696 170.0 631 170.0 1046 170.0 664 170.0 1185 170.0 723 INA 1235 110.0 747 140.6 1235 170.0 756 117.1 1233 170.0 766 100.4 1235 170.0 756 07.0 1235 170.0 750 2 611. 170.0 797 170.0 612 170.0 858 170.0 691 170.0 1118 170.0 764 161.4 1156 170.0 BOJ 1J7.2 1158 170.0 837 123.5 1158 170,0 056 102.0 1166 170.0 881 06.2 1160 170.0 Bal 77.2 1150 110,0 B01 m M BOIn 170.0 065 170.0 701 166,7 1042 170.0 797 142.8 1012 161.1 832 125.1 1042 148,7 815 111.2 1042 Mail 601 100.0 1012 130.2 791 83.4 1042 125,1 702 71.5 1012 126.1 762 626 1012 125.1 782 F to J 631n 170.0 930 170.0 745 151.2 9412 163.6 616 129.6 992 144,4 799 111.4 9412 131.0 702 100.8 992 121.4 756 90.7 992 114.8 758 75.6 992 108.4 745 64.9 992 108.0 744 08.7 892 105,0 744 J 6621 185.4 947 170.0 769 137.8 917 148.0 706 110,1 247 130.3 768 103.4 947 117.7 752 91.8 947 105.7 736 02.7 947 102.2 727 08.9 947 95.1 713 59.1 911 94.0 711 51.7 947 94.0 111 Z U)i m C 721. 135.9 849 1427 737 113.2 649 121.6 722 97.0 B49 108.9 768 64.9 849 98.4 606 76.5 849 611.7 666 67.8 849 112.7 675 66.6 849 76.3 659 46.5 640 726 652 42.5 619 72.4 651 W g a 70 In 116.6 782 120.7 665 96.3 782 102.6 652 62.6 762 90.0 WO 72.2 762 60.0 629 81,2 762 74.2 620 67.8 762 89.2 813 48.1 762 82.0 602 41.J 762 69.8 597 J6.1 782 59,1 595 J a- 6� Q J a 76 h 108.8 724 111.1 e31 89.0 724 94.8 621 76.3 724 82.8 6041 68.6 724 74.1 699 68.4 724 60.1 691 63.4 724 83.4 Sas 44.5 724 57.3 673 38.2 724 51.3 687 33.4 724 63.5 565 J 901n 69.6 543 M. 153 66.0 51J 60.7 474 49.7 543 62.9 466 43.5 543 47.1 456 38.6 643 42.6 452 34.6 543 39.5 446 29.0 60 34,9 430 24.8 543 J2.1 430 21.7 643 30.7 126 2 Z N O 961n 57.3 478 56.9 427 47.6 476 49.7 419 40.0 478 43.2 412 35.41 478 30.5 406 31.8 478 34.6 400 28.7 475 320 395 23,9 470 28.1 396 20.5 478 25.6 380 17.9 478 24.2 376 1-' N$ if p liO !n N 6 1081. 40.3 371 41.1 341 33.5 371 34.8 335 28.0 377 30,0 330 25.2 377 28.8 325 22.4 371 24.0 321 20.1 377 22.0 317 16.0 377 We 310 14.4 377 17.1 304 � III In 37.1 357 37.8 323 30.9 357 31.6 31B 28.5 357 27.6 313 23.2 351 24.4 309 20.6 357 22.0 305 -16.6-1-357 20.1 301 15.4 357 17.4 294 w X Y `1 I2.in 29.3 306 29.8 219 24.5 308 25.1 274 21,0 306 21.7 270 18.3 306 19.2 267 16.3 308 17.3 263 F-- 1441. a.0 212 17.2 les Q X Q Q Q TABLE 6B �_ z.0�O ANCHOR CAPACITY ADJUSTMENT FORMULA: gg m� Anchor Ce ocl Table(lbs) ANCHOR CAP.,�,„M, Substrate: 2.7k Conorele 3.5kCmc. Hollow CMU Feiad CMU PT Wood Metal (OP-)X( >-ANCHOR CAP.,,, 5116'Eko 114'66 Eko 5118'Elca 11/'SS Ela. Mfg Bred 112 eleel a1291aN MULLION CAP.,,,.,,,,,,, Anchor Cnp Paheme Anchor Type: 3716'Eko UlwOon 111'Eko l8keeo. Wrman 919•Elco(09econ tld•Elco Unrecm Aggm()ator Uiimcon Ag9mGator screw los)80rew(05) Below(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge palerroe lmk 11 2-In' 1• tare• 3.110- t• F2.jr2- 1• 2-1n• 2' 3-1/8• 2• 0.48• 0.51- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl(In1. 1-94' 1.3/4' 1.94' 1-31C 2- 1-114• 1.114' 1-114' 1-114' 1-1/4' T 1J/8• 1JI6' wdos ACTUAL PRESSURE REQUIREMENT FOR THE 2AncI.M 0 4.76'MN.O,C.I Standard ar 59.1CRD(Fig.182Y• 390 tis 3901ba 450 lba ago lbs 1644 W 270102 3541bs 740lbs 3741be 664 lbs 9461bs 341 lbs 442 lbe 560 too OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anclwra 0 2.25'Min.O.C.I Standard(m Chat)Clip 4F19,3): 7001bs 700 lbs 580 lbs 14101ba 952 lbs WA WA 6301W WA 6801ba N/A 6112 lbs BBs Ibe 1120109 CAPACITY(FROM THE TABLE)OF THE SELECTED B Amtare®1.15'Mh,0.%/,Standard(m 06ae0 Clip(Fq.4). 9601oe 1400 ms WA NIA WA WA WA WA WA WA WA 1383 U 1T701bs 2240 Wa MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Archoro ]'Mlrt O.C,1 2)2x5 Angle Clips/(Fig.5): 780 Iba T80Itis 6801bs 15601.a 18 V. 540lbs N/A 760lbs 7461M SWIM 18921bs 6621ba 8e5lba 112016a CAPACITY WHICH MAY BE USED TO QUALIFY e nd,as 9ken o.c./ 2x5 ruroa awa/ q.6Y. .toles filoles locowa n4o lbs xe/41m 810 roc wA 11/Olba 112x me 1320Ibs 2a391bs fuzz los u271bs Ileo IDaADDITIONAL ANCHOR OPTIONS FROM THE 4 Anctwm Q 0.45'Mm.O.C.I U alp.Into.125'Abm.{Fq.7k WA WA NIA WA WA IUA WA WA. NfA WA Nfp WA NIA 14701bs ANCHOR CAPACITY TABLE2 Ancham 0225'MIn.O.CJ F43it,ft 8r 350Iba 350 N3 290 W. 705 lbs 170@5 WA WA 315 bms WA 440lb. WA 3411bs 4/21bs S601bs PRWUCTRF•VISEU 4 Anobors®1.15'MM.O.C.!F-U p(Fig.9). 4801bs 700lbe WA WA WA WA NIA N/A NIA NIA WA 8B21bs BBS ID9 1120 Ns as cnmplyin0 wiU1 dro FlotilL 1,000" Rnildrng Code��b,L19 O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 'I I"-' AOnplancc htr Bxpiralion Dale wZ( TABLE NOTES: R). FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURED: Miami do Fro L(�f0trad • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE \1115 • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��• „ •� i� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. v1l'EI`Sf 'Q • • • • • • • • • • e':' '-.ire= 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23-HOLES 4.000" mo.56705 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. a. 6 .;,(r • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �N�'•. ;TAI F. I• <f/ • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .-- _I 125' �.'�:'•.•/:L 014%k \�. SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125•THICK,STEEL ' 0,iS� •••••' ���� STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(10 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.N10& VX 4•X-125' 1171'r l i 11111` 012 ANCHORS INTO WOOD MAYBE STEEL,1"S.S.OR 410 S.S. MULLION A.LYNN MILER,P.E. FL P.E.q 58705 TABLE 7A B �^ N Mullion Capacity Table IbsHt' t Opening Width(for verucelfyspemirlg mulions)or Opening Height(for honionlaly-spanning mulilons) a cz! 50 in 801n 701n 801. 90 In too In 1201n 140 in 160 In 0 Reclangider Trapl7deng, Reclanpulu Trapridang. Rectangular Trap7idang. Rectangular rrdplTdenO, RactmWar TreWriang. Real.nplicr TraplTdeng, Relular langular T,ep"Tdeng. RectanghaplTdang. Rectangular TradTd8ng. n 1%6%,376 Laedng Lowing Lowing Loedig Loedh,g Lowing L/edn0 Loading Loafing Lcadbg •Lcedng Lowing Loedig Loadnp Loading Loading Loading Lasdrg oY Alu6m„iube a o., D '�., v F o.. a,. �d o.. v .s d�.. I L 1^ a 's.. f A, �' .f F �• D S Mullion "to b m � 421n 170.0 620 170.0 435 170.0 744 170.0 418 170.0 6613 170.0 506 170.0 992 170.0 510 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1466 179.0 521 170.0 1735 17Ito 521 170.0 1963 170.0 521 O W 461n 170.0 706 170.0 524 170.0 850 170.0 561 170.0 902 170.0 630 170.0 1133 170.8 681 170.0 1276 170.0 677 170.0 1417 170.0 680 110.0 1700 170.0 860 170.0 1983 170.0 660 151.8 2074 170.0 6BO J W 60.025 In 170.0 747 170.0 663 170.0 1 096 170.0 631 170,0 1046 170.0 601 170.0 1195. 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170,0 1793 170.0 766 168.0 1919 170.0 756 136.6 1810 170.0 766 o 541n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 754 170.0 1275 170,0 803 170.0 1434 170.0 637 170.0 1594 170.0 656 159.9 1789 170.0 bbl 117,1 1709 170.0 BB1 120.0 1709 170.0 881 CWP O F• 601. 170.0 685 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 94/ 170,0 1594 170.0 998 155.5 1819 170.0 1033 129,8 161) 170.0 1083 511.0 1619 170.0 1003 97.2 1619 170.0 1063 F � J J 631n 170.0 930 170.0 715 170.0 1118 170.0 550 170.0 1302 170.0 940 170.0 1468 170,0 1015 166.7 1542 170.0 1076 111.0 1542 170.0 1122 117.5 1642 168.5 1155 100.7 1542 167.8 1167 86,1 1642 167.9 1157 { 661n 170.0 974 170.0 769 170.0 1189 170.0 903 170.0 1354 170.0 1002 160.6 1472 170.0 1086 142.8 1472 168,8 1148 120.5 1472 169.0 1130 107.1 1472 147.6 1108 911.8 1472 146.0 1104 80.3 1472 146.0 1104 Z y m Fn 121, 170.0 1063 170,0 870 170.0 1275 170.0 1009 150.8 1320 166.2 1101 132.0 1327 149.9 1002 117.3 1320 137.8 We 105.6 1320 120.6 1049 Bal) 1320 117.0 1024 75,4 1320 112.6 1013 66,0 1120 112.5 1012 � W g �$G{, W TB In CL 170.0 7122 170,0 937 119,6 1184 169.4 1017 128.2 1104 530.9 994 112.2 1161 125.7 978 99.7 1184 115.3 981 )13.6 1181 107.5 952 74.8 1181 97.8 835 64.1 1104 97.1 827 56.1 1561 82.3 926 J to Z Q J V S IB In 160.1 1124 570.0 967 135.4 1124 117.0 985 116.6 1124 120.8 947 %03.8 1124 115.6 931 82.3 1124 105.6 815 03.0 1124 96.6 We 69,2 1124 89.0 090 59.3 1124 04.3 681 51.8 1124 63.2 878 I--• J r 901. 100.1 614 111.0 760 90.1 614 04.3 738 77.2 841 62.1 724 67.6 844 73.3 712 60.1 844 68.6 702 54.0 644 61.4 693 45.0 644 54.2 676 38.6 044 50.0 668 33.0 BN 47.7 662 Q Z N go In 99.1 742 91.5 683 74.2 742 77.2 652 83.8 712 67.2 641 55.7 742 59,5 831 49.6 742 54.1 622 44.5 742 49,6 614 37.1 742 43.8 600 31.8 742 19.8 500 27.8 742 37.5 584 U)_m _0 fl m0 100In We 566 63.9 530 62.1 588 53.6 521 44.7 588 46.6 513 39.1 586 41.4 506 31.8 686 37.1 198 51.1 586 11.2 182 28.7 Sbfi 28.6 461 7L.3 560 28.6 472 19.5 5116 24.7 466 � cod+ o Fill-In fi7.W= . 503 48.0 655 49.5 495 11.2 655 42.) 407 16.0 655 18.0 !80 32.0 656 14.2 171 28.6 555 11.3 187 24.0 556 27.1 457 20.6 555 24.3 448 18.0 555 22.4 112 X 120In 433 16.0 RS 79.0 426 32.6 475 33.7 120 26.6 475 29.8 414 26.3 476 28.8 109 226 475 24.5 104 19.0 176 21.1 305 16.3 476 167 387 14.3 475 17.2 381U Q � 31441n26 385 74.0 330 224 301 16.8 370 19.3 207 16.5 330 17.0 203 Q z 0 0 a m to !n TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� Anchor Capacity Table Iba ANCHOR CAP.,a,,,,, & , o-) � eubalale: 2.71,Corcrela 3.5k Conc Hollow CMU F61ed CMU PT Wood Metal (DP,,,)X( )=ANCHOR CAP.,,, 5u18'Eko 174'S9 Eko 5718'Elco 114'68 Elco •10 Steel Int Steel 812 filed MULLION Anchor Type: 7116'Eke Uluacon 174'Ebo UBmeon 918'El..Ullracon 174'Ekek�ll Anchor Clip Patterns Ulueedl A9preGela Ula`Ein Agg,aG. r Sa"(G5)Screw(551 screw(GS) USE THIS FORMULA TO OBTAINTHE'ANCHOR Edge Di.lence(in). 1' 2-t/r 1' 2-tr2' 3-118' 1' 2-17r 1' 2-Irl' 2' 3110' r 0.48' 0.54' 0,324' CAPACITY REQUIRED'CORRESPONDING 70 AN Embedmeni On): 1.94' 1-94' t-94' 1-94' r 1.114' 1-744• 1.114• 1.114• 1.114" r IJ/B' 1�+8- cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.76'Min.0.4!Standard ar ORael Clip(Fp.162Y. 3901ba 3901bs 450 lea 89011 1044 Poor 270 bs 28016. 354101 3741M 064 lbs 9461. 341 lb. 442160 51101be OPENING,WHEN IT IS LOWER THAN THE MULLION 4A.chors 492.25'Min.O.C.l9land•d(orORseq COp(Fig.3): 700166 loo les 5801. ptolM 952 IM NIA 6001. NIA WA Bea lbs WA 6821. 085 lbs 1120 IM CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Amhom®1.55'Mir.O.C.I Slerd.rd(wOBsell Crp(FID.II: NO Obs 14001. WA WA WA WA ?601.. WA WA WA WA 1383 In 1770 ba 2210 ba MULLION,IT WILL YIELD A MINIMUM ANCHOR 4 Anchors a 3'Min.O.C.!(2)2x5 Angle Clips 1(FIO.S): 7801M 7601M 680 lbs 1560 lbs 1896 bs 540 let 5601. NLA 7481. 8801b. 1892 in 662 lbs ea5les 11z01M CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors®3'Min.D.C.)(2)DISAngb 00 f(Fig.8): WO lbs 1170IM 102011. 2340Ib. 2844 bs 810 Its 840 lb' WA 11221. 1320 Das me lb. 102216. U2T IM 18801. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhm 190.45'Min.O.0 1 U01p•Into.125'Alum.(Fig.71 WA NIA WA WA WA Its WA WA WA WAWA WA NM 1470 be ANCHOR CAPACITY TABLE. 2 Antra 2.25"MIn.O.CJ F01p(Fig.61 350 IM 3501bs 2901b. 7051. 4761bs NIA 2801bs WA WA 44DIbs WA 341@. 4421ea 560105 PRODUCTREVISL•D 4 Anchors®1.15'MN.O,C.7 F{2Ip(Fig.91: 480 lb, 700 be WA WA WA WA 3DO 1M NIA NIA WA NIA WA 6621bS 9051. 7120101 n8 complying with Ote FlocIds NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062• 1.000T. BAmri.uilding Code O2)$ 0 --1 --i f-- /Boding, NO 16- 3 E Pimt n Pntc 202! TABLE NOTES: By FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Miem'D9do l_- CaoL • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (11 I I I 1 I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. vYNN,r(j ,.••_••••., :_ \,\(00.151: '•CS' % • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CAW 4.000' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No•50705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. s __ FIGURE 5: FIGURE B: FIGURE 7: _ Il,'- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;.�, �' �' G : IAJ • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE I 71 1 TF r,I :!1 • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .... 1`.• 7.T,•, • • 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' ,376" 375 i C •''•••...•• •.�'•'�`' THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST,125'THICK AND A36.ALL ANCHORS SS ANGLE CLIP(FIGURES 586}MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.410 8 412 1'X 4'X.375 1"X 4"X.37, A.LS'FIIJIMILLL'fti\P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. "T'-MULLION MULLION FL P.E.p 58705 TABLE 8A Mullion Capacity Tabte Ibs#t R F Opening Width(for vorbcalty­spsnnlng intilions)or Opening Height(for horizordally-sparang mullions) c� a 50 In 60 In 701n 801n 901n too in 1201n 140 In 160 in RNlegOu Tep/Td.W. RedanOulsr Treprillong. ReclengtAer TreprNmi. RNlengiler an9. angar TreprrdRectuTropeng. enp.4ar mRacl7rop)Tdag. . nRW.9uiar napnilanNIantiliar nap.Rdeng. Rectangular TraprWang. 1.26"x g. R 3166"k Loafing Loafing Laadng Loading Loading LoWng WdIn9 Loadng Loafing L-fling Loafing Lowing Loadrrg Lcadng Leadng Loafing Loading Lobdng .266"Alum .F .� -.. .� ,. & Tube MullN o �o o a^ 0 3v as oe a s s� v o as a s- ` b� � b• g� �� g 6� r� ge a� 5� 6 � t `�a sE � e� he �� e� �LT b 5.S .BLT rn xC'4 ~ z u�a 42In170.0 620 170.0 435 170.0 744 170.0 478 17D.0 888 170.0 SOB 170.0 882 170.0 610 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1458 170.0 521 170.0 1735 170.0 521 161,0 1769 170.0 521 p UJ LU 48 In 170.0 700 170.0 624 170.0 050 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 671 170.0 1417 170.0 680 154.5 1548 170.0 680 132.7 1546 170.0 680 116.1 1548 170.0 860 50.6251. 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 Wile 1345 170.0 ]{7 107.0 1468 170.0 760 1J0.2 1480 170.0 758 118.3 1468 170.0 750 101.1 1188 170.0 750 � �8 U) tea' 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 163,1 1376 170.0 831 146.8 1376 170.0 856 122.3 1376 170.0 681 104.8 1376 170.0 861 91.7 1376 Vito BBI m � � � 601n 170.0 055 170.0 701 170.0 1063 170.0 797 155.9 1158 170.0 670 139.0 1158 167.4 930 123.8 1163 156.8 919 111.2 liss 150.0 912 92.7 1158 144.5 005 78,9 1150 144.6 905 69.6 1156 144.8 005 F W rD J 631. 170,0 030 170.0 745 160.1 1051 170.0 650 137.2 1051 155.9 682 120.1 1051 142.0 848 106.7 lost 132.3 837 98.1 1051 125.7 630 80.1 1051 1t9.5 822 60.6 1051 119.1 821 60.0 1051 119.1 021 � d J 7 f 661n 167.1 957 170.0 709 130,3 957 151.6 9D5 110.4 957 134.0 700 104.4 057 121.6 777 02.8 957 112.0 767 83.6 057 106.6 769 69.8 957 100.0 750 50.7 957 98.9 748 52.2 951 86.9 745 z J z m � C 72 In 120.7 80d 135.2 695 107.3 009 115.2 881 01.9 604 101.3 871 80.4 601 BIA 600 71.5 804 04.1 650 610 801 78.8 643 5].8 801 72.3 837 56.0 804 89.0 820 40.2 804 69.8 828 jW 761n 109,4 722 114.4[457 30 91.2 722 97,2 815 76.2 722 85.3 NO 66.4 722 76.7 596 60.8 722 70.3 505 54.7 722 65.5 650 45.6 722 59.5 570 39.1 722 66.7 665 34.2 722 66.2 564 J u ¢Z 781. 101.2 605 IO3.600 64.1 605 00,6 586 72.3 085 78.5 577 67.3 863 70,5 665 68.2 685 81.6 580 50.8 865 80.1 55] 422 605 6/.J 513 38.2 655 51.4 537 31.6 68s 60.7 638 Q ~ N Q O3 001n 65.5 515 68.0 54.0 615 37.5 440 47.1 515 5D.1 441 41.2 515 M.7 441L21.2358 40.6 428 33.0 515 37.4 422 27.5 MIS 37.1 413 27.5 515 30.5 40720.0 515 28.1 104 Q XZ061n 54.3 453 55.804 45.3 453 47.1 397 36.5 463 41.0 391 33.0 453 35.4 355 33.0 J79 27.2 457 30.4 374 22.6 453 26.8 368 19.4 453 24.3 360 17.0 453 22,9 358 fn000 OD 09OD108 In 3a.I 350 39.023 31.8 358 32.5 318 27.2 35a 20A 313 23.8 358 25.2 300 22.7 304 19.1 358 20.5 3D0 16.9 358 18.0 293 r) -:M111 M 35.1 370 35.5O6 29.3 330 30.1 bitjlg.9�290 B 26.1 207 Z2.0 330 27.2 29] 20.9 2e9 17.6 ]]B IB.I 205 X1201. 27.8 290 28.34 23.2 290 23.8 260 20,6 256 17.4 290 10.2 253 16.4 249 � Q N 144 In 1 16.1 1 201 16.3 106 Q r Z O O d$ m 0 6q TABLE BB ANCHOR CAPACITY ADJUSTMENT FORMULA: Ea ma AnchorCa aci Table(lbs) ANCHOR CAP.,,„„„,` 6ubtlmle 2.Tk corcmb 36k Cone. Hdron(2AU Flikd CMU PT Wood Mda (DP")X( 1 o ANCHOR CAP.,,, d16'Elco 1/4-SSElea 6115'Eko 114'6SEll. etO6led IntStwl #12S1eel MULLIONCAP.,a„y, Anehor011p PatternsArKha Vie'Elco Uaxm iM'Ekounrecon Ultscon 3'16'Elco Unracon 1/4'EkoUAracon AgpeGaor 1111-on AggreGater Scralc((d6)Screv(G5) Scrav(O5) USE THIS FORMULA TO OBTAIN THE°ANCHOR Edge Clslaree n 1- 2.112, 1' 2-1z• 3-u8- r 2412• 1° 2-12' 2' 3417• z 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Ernbednml n 1314- 144' 144° 14P 2' 1.114• 141V 1-114' WIT 1.174- 1-114' 2• fy6• 140- vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amro.4g 4,75'Min O.C.l Standard or Oriel C9 g.1 300Ibs 390106 450 His BBO Ire 16441ba 270105 280106 354 bs 7401bs 3741Ds 664 n9 946 ire 341 Ibs 442x9 660IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers®1.15'Min O.e.I Slulmm v Onset)cop(n9 2) 490 lbs 700 Ma NIA WA NIA NIA 360 b6 NIA NIA HIA WA IgA 6e2bs 865 ms 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ar[ho �I n.O.I1.I 2r5AngleClg3l 0.3) Tao bS 700 a9 660 lbs 1560[a 1B061bs 610 rbS 660 ID6 IIrA 7EDIb5 748105 6001bs 1892 to 682bs BBb los 1120 ra MULLION.IT WILL YIELD A MINIMUM ANCHOR d Archon(9 0.45°Mal O.C.I UCIIp,Wo.1WAlum 19 4 NIA IBA NIA WA NFA IIIA IYA NIA IBA IUA IUA IUA NIA WA 1430 b6 CAPACITY WHICH MAY BE USED TO QUALIFY 1Artrorl FCnp(N96) 1951Ds 195106 225lbs 445IDS 8221DS 1351bs 140 Me 1771bs 370Its 197 bs 332Ins 473Ib1 17003 221 IM 2801DS ADDITIONAL ANCHOR OPTIONS FROM THE 2A1Kron 1.15 Min o.CJ FCOp g6 240 bs 3501rs INA WA NIA INA 100105 NIA MA NIA WA IBA 34105 442119 5601D5 ANCHOR CAPACITY TABLE. PRODUCT fUiVISC•D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as complying avhh qac Flotilla FIGURE I: FIGURE 2: Acmpn6Cnde�6„bZl4.03 TABLE NOTES: F-1.25D--i Rxpiralioo 1311e262( • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Dy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Miei111)ado croducl Con 111111 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE 3.168' ��T.•'•11G>-NSc •. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'I No,53705 265" IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND (�1• fY HALL FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD S BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1 r �-•.• SlrQ l • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��, riCTFl111A•.•'•�. • • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36•ALL 1.25'X 3.188'X.265'MULLION %'e, ..,,„,.• `�\,. • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4'VF MULLION) .. ...IF)-.(L'lvvv • #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.'&M U'litP.E. FL P.E.#58705 TABLE 9A AF Mullion Capacity Table(lbelre) } j( Opening eming mullone)or Opening Helght(torhorizonla{y-eperWrq mullions) ^� 501n 601n 7010 601. 90 In 1001n 120 in Main 160In ffi#I�10 Reaenput.r TropTd.ng R.ItIngul.r 7,WIldew R.cl.n0ukr TaVT&ng. Ree1en04.r he dln6 Reelm9ular TropTdenD. R.el.IIW. Trep77deng, R.I.n9ul.r TrepTrle,g. Recl.,wler 1,WTkn9 Rserongulu Tmp/Tdeng. OO 1.x6.10026 Leed/g Lowing Lo.15" L4.dYg LOedig LO.dng lddnp .dng L.dn0 Ls.dng Leas 9 lo.dnp Lmdng Lsedng U.&C ta.db9 Le.dn9 L06dng Rr° V o_ Alum.Tubsw0h Mullionq � y¢ g3 � InHInfl1 11nd ,11 �� R- it11113� �� 421n 170.0 020 170.0 135 170.0 7N 110.0 178 170.0 868 170.0 508 170.0 892 Ii0.0 519 170.0 1118 170.0 521 153.7 1118 170.0 521 127.7 1f 10 170.0 621 108.6 1718 170.0 521 95.8 1118 1100 521 W 481n 170.0 708 170.0 524 170.0 850 170.0 554 187.8 878 170.0 630 148.7 978 170.0 661 130.4 978 1700 077 117.3 078 17DD 880 97.6 978 170.0 680 6.7.0 978 170.0 090 73.3 978 110.0 680 j W 50.625In 170.0 747 110.0 503 170.0 898 170,0 631 160,7 927 110.0 684 131.8 927 168,5 708 117.2.027 759.1 899 105.6 827 166.3 886 87,9 827 158.3 695 i5./ 827 156.7 895 65.9 877 158.] 895 2 Q.k 54N 170.0 797 170.0 812 154.5 859 170.0 691 132.6 860 163.9 BB7 IL111.8 669 103,0 669 171.0 660 92.7 81:9 129.8 854 77,3 869 128.8 652 68.2 869 128.8 652 57.9 869 125.6 652 LU O 0 601. .2 7W 153.8 671 119.4 746 132.3 670 102.3 746 117.8 89.5 748 7.11 599 79.0 748 101.0 692 71.8 746 00.0 587 59.1 748 93.3 593 51,7 746 93.3 567 1{.e TIB 83.3 583 (7" f� P) .S 123.7 677 132.0 619 103.1 677 113.2 566 88.4 677 100.4 555 877 81.4 640 65.7 677 85.1 639 61.0 077 61.0 534 51.8 677 77.0 52a 4.2 677 76.7 529 38.7 ell 76.7 528 I (,.) J 8610 107.8 011 114.1 530 80.1 617 97.6 519 78.8 817 60.3 509 07.3 611 70.3 500 59.0 617 72.8 494 53.8 017 68,7 489 44.6 917 fi/./ 107 70.1 577 fi3.7 IBx ]S.8 617 03.7 162 a 72 N 82.9 515 67.1 450 69.1 518 74.2 440 59.2 516 85,2 432 51.8 610 58.6 425 16.1 SIB 64.2 419 41,4 518 50.7 414 34 5 518 45.5 400 29.9 518 45.0 405 26.9 510 45.0 405 Z z N '� VON 70.5 185 737 106 SB.7 185 92.8 398 'A.3 485 61.9 390 1{.1 465 19.1 3& 39.2 463 45.3 376 15.2 485 Ix.x 311 28.1 105 JB.3 787 25.2 465 36.5 361 72.0 485 ]11.2 367 L^-65.2 441 68.0 387 54.367.7 379 46.6 441 50.8 372 40.6 441 45.4 368 38.2 111 41,536032.6 441 383 358 27.2 441 34.8 349 23.] 441 33.1 318 20.4 441 ]2.7 34542.4 332 43.6 295 35.4 332 31.0 289 50.3 332 32.] 284 26.5 332 20.0 200 23.6 332 28.1 278 21.2 332 24.1 272 17.7 332 x1.3 266 15.2 332 10.6 262 15.3 372 10.7 26055.0 201 75.8 x80 20.1 281 30.3 250 75.0 291 201 262 21.9 781 27.5 248 18.1 281 21.3 241 17.5 281 193 211 14.8 281 17.1 230 12.5 781 15,6 232 Z 21.8 230 25.1 708 70.6 7]0 21.1 165 11.5 230 18.7 201 15.4 730 18.2 IBB F- X DO 22.6 218 23.1 197 169 218 19.4 194 18x 218 10.8 191 1.1 718 14.9 188 A 111 107 16.2 170 14.8 187 .15.3 157 UU � X U N ¢ 0 0 OL ZOO O TABLE 911 ANCHOR CAPACITY ADJUSTMENT FORMULA: a eta Anchor Capacity Table([be) Sublime, 2.7k Ooncrele 3,511 Cans. Hollow CMU Filed CMU PT Wood Metal (OP a)X(ANCHOR CAP.,-,-`=ANCHOR CAP._UH� � ro� 5110'Elcs 1!4'99 Eko 5/16'El'. 174'SS Eko 410 Steel 1.12 Sicel N12910d (MULLION CAP.,,,o,,,,,,r/ Anchor Cllp Patterns A.WrIpe. 3716'Elw Ultmeon 114'Eke UlUmim "".n 3110'E1,UBmcon 1WONe Ullmcon A9DmGal. Ulbecon AWeGstm Ssrex(05)Scrow(05) 9cmw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed2.Dhtence Bn1 P 2.11r q1b, 2.112' 3•I!B- P 2.112' r 2-12' 2' 3-ve' Y 0.40' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in: 1-Y4' 5.1'4' 1.3/4' 2' 1.VIC 1.114' 1-174' 1171' 1-111' 1-114' 2' 13!81 1dl0' +adee ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancirors Q4.75'Min.O.C.7 Slenderdmlxisel Clip(Fig.1) 390169 38016. NO lb, 1614 Ibs 27026 280Itia 15/1W 74011. 374 Is. 664 lb' 810163 34116. 442168 600100 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm Q 1.15'Mln.O.G.I Slanderd(m ORsel)Clip(F)g,211 /00 IDs 70016. WAWA NIA NIA 360 Ibs WA NIA NIA IVA MIA 682 lbs 6851bs V201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchor.®7'Min.O.C./(2)2.5 Angle Clip I(Fig.1): 780166 Tao lbs 156015. 1896 Ibs 54016. 50016. WA 760 lbs 74616.3 660 Ib. 1092 lbs 682 bs 685 lbs, 1t20The MULLION.IT WILL YIELD A MINIMUM ANCHOR J Anchors®.3.541 Mln.O.C.I U47p,InIs.100'Alum.(Fp,4p WA WA NIA NIA WA NIA WA NIA WA WA NIA WA WA 960 N4 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor 1 IL,(Fig.5) 195109 19516, 445160 022160 175 Ibs HO III. 117 Ibs 370160 18710, 332 lbs 41316. 170116 225 IDs 290lb, ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchols®1.15'MN...C."Z'P'Fig2101b, 350169 WA NIA WA 19012. NIA NIA WA WA WA 341 to 442156 560 ms I ANCHOR CAPACITYTABLE. rRCDUCr REVISBD .complying with Um Florhla FIGURE I: FIGURE 2: 1250 � tillildurgCodc eta � TABLE NOTES: Rz�Dalc '7104t)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.250' ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE .•'�\CEI`Sl CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 1 NO.;tA7Cl� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 100" �, ' �'• FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE _ �')7\'•, y l L7,1; • 6063-T5 AND BE A MINIMUM OF,100'THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND • • . .045"THICK(711 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'MULLI X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. iI: 1110 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.6 S.S.OR 410 S.S. MULLION ' IAM. • A.4YNN MILLEf�,P.E. FL P.E.#513705 TABLE 10A w > Mulfton Capacity Table(IbvIfe) OpenfnpyNdth(for ledice"pelning millions)or Opening Height(forholizortelVspenoing md1lors) 50 in 6D In 70 in 80 m ga In ion in 1201n 14011 1601n � a 0 116 x 326 R4a1s10a1 Tmp'Tring. R4alengde1 T,ap/rdang. Rldangolal Tnpridang, Rachial. Traprrdarg. Recbngalar TIap77risn0, R4clegalar TrapRli.ng. Reclenpuln Tnp'Tdarg. Rectangular TrapTriang. ReclangNm Troprrrian9. Loading Loading Laadng Loading Loading Loading Loading losing Loading L.ding Loading Loading Loading Loafing Loading Laadng Loading Loading x.624 0� Alum.Tube .S .S .S .S^ :S ,S .S �� .S .S .S .7J'^ .S S •S ,�^ .r S .S .D^ .S S .S .�'� .�' .S .S .S & _ .€ S Hanlon �� a g€ c �� a� ;� a eo eg s a a� It I �� t 'a ��, x aG N u' ue u v u u v u v u v u " u u' v .a r1 u u o< s z €g s � F3 �� a t s1w %e .e sa s $ s`P 5n '6 C13 w Mai�rc 1 �a 2 Ia E- �a s& sa 3 �rc �� �a �� �d �� �a ie �& �� �� �€ 8a fL €a f€ 8� �e 82 �a 8a �� Ea �� �p Zin 421n 170.0 620 170.0 435 Woo 744 170.0 416 170.0 068 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 12d0 170.0 521 170.0 1/0B 170.0 521 1700 1735 170.0 621 170.0 1983 170.0 521 - W J W 401n 170.0 708 170.0 524 170.0 850 170.0 684 110.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 67T 170.0 1417 1700 600 170.0 1700 170.0 68D 169.7 1979 170.0 680 148.5 1979 170.0 68D J U) W 50.675 in 770.0 747 770.0 563 1100 096 1700 631 170.0 tM6 170.0 606 170.0 1195 170,0 723 1100 1315 1700 7dT 170.4 1494 170.0 766 170.0 1797 170.0 756 1515 1877 170.0 766 137.5 1877 170.0 766 W O o 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 003 170.0 1431 170.0 837 170.0 1694 170.0 656 156.4 1769' 170.0 661 134.1 1759 170.0 061 117.3 1759 170.0 061 0,21 0 601n 170.0 BBS 170.0 IN 170.0 1063 170e 797 110.D IND 170.0 670 110.0 1417 170.0 944 161.1 1511 I70.D 995 145.D 1511 170.0 1037 120.6 1511 170.0 1063 103.6 1511 ITOA 1063 90.6 1511 170.0 IND F 8 c) J 63 in 110.0 930 170.0 715 170.0 1116 17DA 850 170.0 1302 170.0 940 156.6 1370 1TD.0 1016 1392 1310 1700 1076 125-3 1770 164.0 1082 1041 1370 155.9 1072 89.5 1370 1553 1010 70.3 1370 155,3 1070 W a 561a 170.0 911 170.0 189 1701 1169 170.0 903 165.6 1218 170.0 1002 135.2 1248 150.6 1013 121.1 1248 147.1 1000 109.9 1248 139.0 989 90.8 1248 130.4 978 77.8 IND 129.0 976 69.1 1218 129.0 975 Z U)j) m j721n 161.0 1049 170.0 018 139.9 1049 150.2 892 119.9 1049 132.1 875 104.9 1049 119.1 660 93.2 1049 109.7 Bog 67.9 IND 1027 838 59.9 1049 94.3 825 69.9 ID49 91.2 620 52.4 1049 91.1 829 76 in 142.7 941 149.1 022 118.9 911 1266 805 101.9 Ni 111.2 791 09.2 941 100.0 777 79.3 941 91.7 766 71.4 941 85.5 767 59.6 915 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 C 9 J f 78In INA 694 137.6 783 110.0 094 116.9 761 91.3 694 102.4 753 02.5 891 91.9 740 73.3 094 84.1 730 66.0 694 78.3 721 65.0 894 70.7 707 47.1 695 67.0 701 41.3 IN 66.1 698 Q 90 in 85.9 671 80.7 696 71.6 671 71.9 SBS 61,4 611 653 575 537 671 50.2 566 47.7 671 529 550 13.0 671 48.6 561 36.8 671 43.1 639 30.1 671 79.7 571 26.9 671 77.9 526 Z I Q N `O 961n 70.0 590 72.5 527 59.0 590 61.4 518 50.6 590 53.4 5D9 44.3 690 47.6 502 39.3 590 17.0 494 35.4 590 39.6 480 29.6 690 34.1 477 25.3 590 31.6 469 22.1 690 29A 464 ��.. x.Z aD ZZ O 108in 49.7 466 50.0 d71 41A 466 42.0 414 36.5 466 37.1 IDB 31.1 466 32.9 402 27.6 466 29.7 306 21.9 166 27.1 391 20.7 466 23.5 302 17.13 466 212 375 15.5 466 19.5 370 1 III In 45.0 441 46.7 400 382 "1 39.3 393 32.7 U1 31.1 387 26.6 441 30.2 392 251 441 21.2 316 22.9 441 24.9 312 19.1 441 21.6 363 16.4 441 19.3 356 11.7 441 1T.B 751 W lrj 120 in 36.3 77A 76.9 31l 302 778 31.0 739 26.9 778 26.0 331 22.7 378 23.1 729 20.1 318 21.3 725 IB.1 378 19.5 321 15.1 378 16.7 711 � x � U) tM in 21.0 262' 21.2 212 17.5 262 17.8 239 We 262 15.3 276 U N Q z O 0 Q Q YQ TABLE 108 Anchor Capeclty Table jibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: .� d' � ull ANCHOR CAP.,,„,,,, o ul Su[6lrale 2.ix 4Arr:Me 3.5k Cane. N[Oon CAIU F6led CMU PT W000 Meld (DP)X( )=ANCHORCAP..,. HIE FJc0 11d'SS Eko 611E CAP-- Etc, 114'SS ENO 0105fed N1261a1 01251ee1 MULLION CAP.,,„,,,,, AnehorCllp PNtams AAetwr Type 31EEIco Ullam 1Id'EkoUOmcon Uii. YiSElco Lidwon v4•EkoUerac" t�eGA& Ultwon AggreOafa Stns (G5)5c1ee(G5) Serlw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR E6W llsl=e Q 1• 2-117 1• 2-117 3.11E 1• 2.112 r 2-112 T ave• 2' 0.48' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmmdOaa n 1-314• _IY4' 1314' 1314• T 1-114' 1.114' 1-1/4' 1-94' 1414' Mid' T 1-3rB• 1ayE v lea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anelurs®4.75'MIn.O.C.J S1arldwd a OIael Up(RID 11 3W Ibs 3901m 450 Ibs 8901m 16M Ibs VOIbs 28D1m 3541m 7401m 574 IDs 664 reg 9461m 3111DS 44210. 560Rs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arkhas @ 1.15•MIA G.C.I Slar6srd(a0fbel)Up Ing 2) 480Itis 7001m NIA WA NIA IIIA 380 Ra 141A WA NIA WA WA 682 ma 885 Ds 11201m CAPACITY(FROM THE TABLE)OF THE SELECTED Alktaxs®3'MIn.O,C.1(772(6 Angle Copal 13 3) 700 Ws 780 VA 680 ros 15M IDS IBM IDs 5401m 6W It. N/A 760Im 740 as eta Me 1892 Re 682Ibs 8851m 11201m MULLION.IT WILL YIELD A MINIMUM ANCHOR 3ArclnnO.G I LlVp,Into.100'Alum.IFIg 4) NIA IVA NIA IVA NIA N/A IVA 111A ILIA NIA IVA 4 NIA 111A 0750 Ns CAPACITY WHICH MAY BE USED TO QUALIFY 1 Afclafl 1.0p(Fla 5) 195Ibs 1D6Im 225106 4451m 62211m 1351m 140 Ra 177106 3701m 10710s 3321m 4T31m 17023 221 ka 2300n ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchm®1.1E MIn O.C./F-up(Fla 240 Ws 3501. NIA WA N/A NIA 1 W Im IIIA IBA NIA ILIn IUA 311 Ria 4421. :601. ANCHOR CAPACITY TABLE, pRODl1C1'RKVISED us«implying with Ne Flolidll uFIGURE 1: FIGURE 2: Ac16621$ cNwcc N 6 TABLE NOTES: 1.250'-- Ex Italian Date . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION DY ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mian'Dode Product 111111!171 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: �' .nt• ,......,•.((s�lti� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250"ANGLE �'�'.•''�1GEIJ;�- CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i•Ir..58705 IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND :,�. p• / L: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL "�> p ,b• /cJ; FIGURE4: FIGURE 5: FIGURE 6: .624' .•1 •!t BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �' 13!7 f� •yT • • 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND -j- `��tx''•, l�)()R1L}I, .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL �' '•••••... • LLI Le- ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.524" • #10 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.7LYNNIMILL�R,P.E. FL P.E.#58705 TABLE 11A angg� Mullion Capacity Table(lbe#t') Opening Width((orveIImly-spanning mullions)or Opening Height(for horizortalt"pennlllg mullions) 60 in 60 in 70 N BO in so in 100 in 120 In 140 in 160In 1Z6 x394 ReclangWar TrepTr"ng, Ractenpular TapRdanq. ReNanquly Tup'Tdang, Recsang4lar Tropr7dana. R4clangaler Trep--.. Raclengbter Taplydano. Reciargular TrapRdang. RactenOWer Taprlrieng. Rectangular Trep7rlen9, 4 Loafing Loading Loading Lowing Loading Loading Loadng Loading Loeduq Laadrp Leading Loading Lowing Loadnq Loading Lowing Loafing L.edinq x.624 Alum-Tube .E A� .� 9,_ �� �' 5 .F .�•� .b .0 9 .F y^^ .y^ .L• :C .F & .9 •�-. 'S.. 5 'fi� E 'g� 5 '•-. r .�•� .F .�'� Mullion U� U s� u It 11C a 11C U a�, u ,� o U� R� u os u s€. a �� R s� ; N u u_ i i� 2.i a -15, A s >3 fi �' m _a z 4 a c rn „tea IW d`a' mdV`& d�`rc s'd de`d ZO ~ 42 in 170.0 620 170.0 435 170.0 741 1100 478 110.0 868 170.0 506 170.0 992 170.0 679 1T0.D 1116 110.0 621 1}0.0 12/0 170.0 621 1700 1/68 170.0 521 17 D.0 1735 170.0 671 170.0 1987 170.0 621 W 48 in 170.0 706 170.0 524 170.0 8SO 170.1) 6B1 170.0 992 170.0 630 R0.0 1133 170.0 661 170.0 1275 170.0 6T7 170.0 1417 170.0 680 110.0 1700 170.0 680 170.0 1907 170.0 680 170.0 2267 170.01 680 J W 50.625 in 170.0 747 170.0 S63 170.0 995 910.1) GM 170.0 1046 170,0 684 170.0 1195 7100 723 170.0 1345 1700 747 170.0 1494 170.11 T56 170.0 1793 170.0 766 170.0 2092 170.0 756 ITO.0 2391 170,0 756 �o 641n 170.0 797 170.0 612 170,0 956 MA 691 170.0 1116 170.0 754 170.0 1276 110.0 %3 170.0 1434 170.0 837 170.0 1594 170.0 056 170.0 1917 170.0 861 170.0 2231 1700 061 160.2 2403 170,0 061 � m M 1-• 601. 110.0 BBS 170.0 701 170.0 11)63 170.0 797 170.0 1240 170.0 B7e 170.0 1417 170.0 944 170.0 1594 170.0 956 170.1) 1771 1700 1037 170.0 2125 170.0 1067 1107 2163 170.0 tOW 129.8 2167 170.0 1063 f-- U (D J 631n 170.0 930 170.0 745 1700 1116 170.0 850 110.0 1702 170.0 940 170.0 1488 170.0 1015 170.0 1673 770.0 1076 170.0 1659 170.0 1122 155.9 2060 170.0 1169 134.6 2%0 1700 1111 117.7 2060 ITO.0 1171 W 651. 170.0 974 11D.0 789 170.0 1169 170.0 903 170.0 1361 170.0 1002 1700 1558 170.0 1086 170.0 1753 170.0 1155 170.0 1945 170.0 1210 143.0 1956 170.0 1275 1226 1866 170.0 12% 107.2 1966 170.0 lite m 721n 170.0 1063 170.0 878 170.0 1776 170.0 1009 170.0 1188 170.0 1126 170.0 1700 170.0 1228 156.1 1734 170.0 1715 138.7 1731 169.8 1386 115,6 1734 155.9 1764 99.1 1774 760.4 7352 86.7 1731 150.2 7752 J g B a 761n 170.0 1122 170.0 937 170.0 1345 170.0 1080 168,5 1556 170.0 t209 147.4 1656 165.2 1285 131.1 1556 151 5 1266 117.9 1556 111.3 1751 911.] 156fi 128.3 tt29 01.2 155fi 122,7 1219 73.7 1556 121.2 1216 o _ z 7e in 170.0 1151 170.1) %1 170.0 1781 170.0 1115 155.9 1477 169.3 1245 136.4 741T 152.0 1224 121.2 1177 139.1 1206 109.1 1477 129.5 7191 90.9 1171 716.9 1169 77.9 MT7 110.8 1158 60.2 1177 1097 1154 Q r V' 01n 112.0 1110 146.5 986 118.4 1110 127.9 966 101,5 1110 107.9 951 611.8 1110 96.3 936 78.9 1110 81.5 922 71,0 1110 01I.7 910 59.2 1111) 71.] 891 50.7 1110 656 BIG 14.1 1110 62.7 BTO Z Q 0) p %in 117.0 975 1203 072 97.5 975 101.5 856 87.6 915 08.3 042 73.2 975 706 029 650 015 71.2 817 59.5 975 GSA 007 4B.B 976 67.1 789 11.0 975 527 776 76.6 975 19.3 767 Q x mZ W F _ O 108 in 02.2 iii 04,0 696 68.5 771 TO.i 685 58.7 171 61.7 676 SIA 171 64.7 661 45.7 771 49.0 655 41.1 771 44.9 617 34.3 771 ]11.9 672 29.4 771 7S.0 621 25.7 711 32A 612 U) A� >- Fn 07 o 111 in 75.7 730 77.3 651 53.1 730 65.0 650 64.1 73D 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 31.9 730 41.1 514 31.5 130 35.6 600 27.0 730 31.9 589 23.7 730 29.5 581 W M 1201. 59.9 624 61.0 %9 19.9 624 51.2 560 12.8 621 11.7 552 77.5 624 79.2 544 37.7 624 ]5.3 6TT 30.0 624 37.2 571 25.0 621 21.7 519 21.4 624 24.6 509 78.7 621 22.5 501 X N 144 in 34.7 433 35.1 400 26.9 433 20.1 395 24.8 733 75.4 390 211 473 22.1 385 19.7 433 20.0 381 17.3 433 18.2 376 L) N Q O O d c a- z U) (1) Tgo ABLET B ANCHOR CAPACITY ADJUSTMENT FORMULA: �'� m X AnchorCepecity Table(Ib6) �i -7 ANCHOR CAP.,,,,,,,,, F 8 sutsimle 2.7x O7rx Rue aSk Calc. Hollow CMU FEWCMU PT wood meta (DFu,)X( )=ANCHOR CAP.u, 5'76'EI60 114•SS Eko 1118'Exo 114'S5 Elco 0106ted N12 Simi 012 Sigel MULLION CAP.,,e,,,,,a AnchorCllp PetteMS A14^aT 3'16'Elcou71r4cm yr Exounmcon Unmcon 9'16'EI[0lalrxm v4'Exounr/con Agg.adoa Uuacrn Aggmcaa Screw(c6)5c (GS) Strm(GS) USE THIS FORMULA TO OBTAIN THE*ANCHOR go5p Olslarce n 1' 2.112' 1' MIT 3.11a 1' 2-117 P 2-112' 7 3.115' 2 0.48- 054- 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embednenl n 1341 lam- 13r4- 1314' 21 1-94' 1-174• t-114• lair 1.14' 1-04' 7 tape- I_Tr sates ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchdn 4.75P MIR O.C./Standard aOfgel U 01 200W 39D Io, 450 ms Bao is 764411» 27016, 280 its 064 Iba 7401t6 374 Ib6 664 INS 946 its 341 IDS 442"6 TbO ids OPENING,WHEN IT IS LOWER THAN THE MULLION d Anchors L75-Mat O.C.IStamm(a Met)C (Lig 480 ms 70)1ts NIA WA NIA NIA 300106 NIA WA NIA WA WA 682 M MIM 1120106 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Amhom 3'M n.O.C.f 2s6 Aro" s/ 03 78D los 160 led EGO led 1560 Its 1806 lbs 5401% 6W IM IIIA 760 lea, 748 Ds 080 nn 1892706 E021DS 086Its 1120106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 's @ 0.54'Min.O.C.I U-00,Into.101rAlun? g 4y NIA IUA NIA WA NIA uln wn NFA WA WA WA WA NIA IUA 1267705 CAPACITY WHICH MAY BE USED TO QUALIFY 1Amror/F_CV(Fig $ 196 1)c 1961W 2261D5 445105 B?2706 77511)3 too l[6 to N9 370ios 167 N9 332 bs 413 IW 17011), 221 led 280 IM ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrors 1.1irml O.0.1F-08 0 240Ios 950106 NIA IUA NIA NIA 190106 NIA WA WA WA WA 34110, 442 R5 TbO Ds ANCHOR CAPACITY TABLE. PRODUCT REVISED i.-Plying wish"Flacittr -7.260' Building Cod. FIGURE 1: FIGURE 2: Ac..Plal7cc No)G-021$.o� TABLE NOTES: Oxpirel'on Date /�02) • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mian Dnnl9 Product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, •,Wllllllll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .�� ��1.YNi1! FIGURE 3: 3.94' .�� 1:',i=IJ;� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �- CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS \.s�`;' '•.'i: BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, hlo.5n70b IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND G- Gr FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL �.3•-. O `16 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ;�rcrE nl: • 6063T6ANDBEAMINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND `0�' �,r)'`�,•'•.,/LCYr710�••' �.j��\ • • •045'-THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A30.ALL .''71�75s-,"•••••" \ �� • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ' j ()jsj/��..W'�5� . #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1,25- 3.94' X.624* A.LYNN1 MILL�R,P.E MU FL P.E.#58705 TABLE12A MulllDn Capacity Table Ibs/R2 6 ff Opening Wldth(for vertically-spandrlg m3lilons)or Opening Helght(for horizontally-sparring mUllons) 50In 60 In 70 In 80 N eo In 100 In 120 In 1401. 160 In x a Reclengular 11eP/7detq. Recleo Mr Top1f8en9 Roelowlar TrelJl.n Reclengdsr T,.Prrdang. Rectangular Trep7deng. ReclarrgWer Treprldeng. Rectw4gWar Trap�Rtorrg. Reclengular heprtMng. ReclarigU4M Teprrdong. $o 2A4R.26 LoadnO Loadng Loadng USdIng U.'Ing Lod Loading Loading Loading Laedng Loadng Loading Laeding Loadng Loading Loading Loading loading of AIum.Tube a .� F 2: ;:• p £ p p oma' Mullion � rig 8 8" a`� b& N m s s s rc z 42 in 170.0 620 170.0 435 170.0 714 170.0 476 170.0 age 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 170.0 i7J5 170.0 521 170.0 1903 170.0 521 7i 11 In 110.0 708 170.0 524 170.0 830 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 Sat 170.0 1216 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2267 170.0 6110 W J W 50.623 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1723 170.0 756 170.0 2092 170.0 758 170.0 2391 170.0 756 Z 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 856 170.0 1813 170.0 881 170.0 2271 170.0 861 170.0 2560 170.0 861 W O 601n 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 eN 170.0 1594 170M 996 170.0 1771 170.0 1033 170.0 2125 ITD.0 1063 170.0 2479 170,0 1063 160.8 2880 170.0 1D63 CC Cl) 631. 170.0 930 170.0 745 170.0 1116 17D.0 850 170.0 7302 170,0 940 170.0 1188 170.0 1015 176.0 1873 170.0 1076 170.0 1659 170.0 1172 170.0 2231 170.0 1169 160.7 2553 170.0 1171 145.9 2553 170.0 1171 O J 661. 170.0 074 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1358 170.0 1008 170.0 1753 170.0 1155 170.0 1940 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1286 132.9 2437 170.0 1256 � -on m � 721. t7S.5786 3 170.0 078 170.0 1275 170.0 1009 170.0 1486 170.0 1128 1711.0 1700 170.0 1718 170.0 1917 170.0 1715 170.0 2125 770.0 1387 145.6 2184 170.0 1486 124.0 2164 170.0 1528 108.2 2184 170.0 1530 m �` 76 In 2 170.0 937 170.0 1348 170.0 1080 170,0 1670 170.0 1209 170.0 1704 170.0 1322 185.1 1860 170.0 1421 148.8 1960 170.0 1505 127.8 1980 181.6 1548 106.1 1960 164.0 1535 92.9 1960 162.7 1531 ' Wa , u dZ 781. 51 170.0 867 170.0 1381 170,0 1118 170.0 1811 170.0 1260 170.0 1842 170.0 1369 152.7 1681 170.0 1174 137,4 1081 167.1 1600 114.5 1681 117.3 1473 88.2 1861 IJ9.6 1458 85.0 1861 137.8 1454 Q (n ,a BO In 28 170.0 11M 148.1 1388 159.0 1218 127.e 1398 136.0 1188 111.6 1398 121.] 1178 89.4 IJBB 110.2 1162 89.6 1396 101.8 1147 74.6 1380 89.8 1122 67.9 1398 82.7 1105 65.9 1788 78.8 1096 J Q go In 29 151.5 1098 122.9 1220 127.8 1079 106.3 1220 111.2 1061 92. 1229 98.8 1044 61.9 1229 69.6 1029 73.7 1228 B2.4 1016 61,4 1229 72.2 091 52,7 1228 65.9 977 46.1 1229 62.1 067 Z zz o 1081n 1 106,0 877 06.3 971 88,0 862 74.0 971 77.2 049 64.7 971 68.4 837 57.6 071 61,6 025 61.8 071 60.6 815 43.1 971 49.0 796 37.0 971 44.0 782 32,4 971 40.8 771 U) Lo y O r 1111. 9 97.7 672 78.5 918 61.9 BIB ea.l 918 70.9 BOB 69. alg 62.9 794 53.0 919 56,7 784 47.7 919 61.8 774 79.7 810 41.8 76B 74.1 BIB 10.2 742 28.6 810 37.7 732 W 1201. fi 76.8 718 62.9 788 54.5 705 63.9 786 65.0 895 47.2 788 49.4 608 41,9 708 44 677 37.7 789 40.6 Sea ]1.6 706 34.9 853 27.0 786 31.0 641 23.6 768 28.4 671 � o� 1441. 43.7 148 44.2 504 36.4 518 37.0 498 31.2 546 SI.9 491 27.3 646 28.2 405 24.3 Me 25.3 478 21.0 648 22.9 474 18.2 5/a 19.6 464 15.6 516 17.2 455 13.7 548 15.6 440 U N ¢ O O BL 12 Anchor Ce l Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: O Z o N al �� a ��o ANCHOR CAP.,„",,,, 01.E Subs121e 2.7k 4brcrele 35k Cmc. � Ndbw qlU FdMCMU Prwood Metal (DP,,,)X( )=ANCHOR CAP.,,, � 8 � &mob' N76'Elco 1!4'ss FJco Nth'Ecco 114'SS Elco x10 SIeU xtz Slots x12 Slcel MULLION CAP.,,,,,,,,, rc MchOr lypc 3'16'Elto Udrdcm 114'Elco Uencon 3116•Elco Udr4cm ll4'EkoUgmcan Anchor Cllp Pattering udncon AggeGt Jnrecm nggnGaor Straw(G6)6crea(G5) scre+(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR g aslame n 1• 2-v2• 1• 2-112 a1n3• t• 2-v7 r 2-v7 7 3-v8' 7 o.ds• 0.54• 0.320• CAPACITY REQUIRED"CORRESPONDING TO AN bconml On I-W 144• 7-314- 1411- 2' 1.114• 1-114• 1414• i-114• 1414- 1.114• 7 t31S, 1401 sales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors 475'M10 O.C.I Slrndard e M 3Bo lbs 390 Its 450 Ds 69010 1644 IDS 270 hos 280105 354 Has TONS 374 MS 6641b. 046 gar 341 hos 4421w 5601os OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Archon 2.68•MIn O.C./StandarCll 9 740lbs 740 Ds 630 lbs 1465 Its 1424 lbs NIA 5w u NIA 005156 NIA NO It. WA 682lbs 095 ib, 11201te CAPACITY(FROM THE TABLE)OF THE SELECTED 6Arclror9 1.71'MInO.C./Slar1d11Ca .4' 695ros 0501 758R>5 1046163 NIA NIA 705 Ds NIA 789101 NIA WA wn tL¢I- t32rDs 1680140 MULLION.IT WILLYIELDAMINIMUMANCHOR 4.,* 3'MIn.o.C./ 29 sr MOMS 7 bs 6580 bs 15M x5 18061m ales 6®k6 NIA 760IL6 748 ID9 BBO Ibs 10�Iba 662 Ds 865110 1120IDS CAPACITY WHICH MAY B E USED TO QUALIFY 6 Aaron 7Min.O.C./ 2e 7 6 1170 Ds 11TOIla 10201bs Z340Ibs 28M en 61 s 040 M6 NIA �I.A 112209 1320lbs 2636[5 10221hsADDITIONAL ANCHOR OPTIONS FROM THE 3Amhon 1.34'Mln.O.C.IUC luru. NIA IgA NIA WA NIA NIA WA IIIA NIA WA WA 141A !UA 073 ANCHOR CAPACITY TABLE. 6AmMm 0.61•Mh.O.C.l UCI lum. 8 NIA WA IIIA IUA NIA NIA !UA NIA IIIA WA WA NIA WA 21 109 PRODUCT REVISED 2AMhors 268'MIn 0..1 9 370 roS 3101m 315 Ds 7431m 712100 NIA 280160 WA NIq 440 IDS IUA 311 Ds 4/1161 UO Ds as complying ls•iOa Yw Florid• 3Arctvs 1.77•MIn.O.C.I F{2 Fig.10 413 DS 525100 379 lbs 073 lbs NIA NIA 353lbs NIA 300 lbs 1414 WA WA 511 DS 6W Im 610 xe Building Cod. (a-OZ78.0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. AcOeptonce 1110` 3 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. L<pimli n 17ace /f��j) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: BY • • • • • • • TABLE NOTES: 2.000" 1) _ A1iarlt Dade Product 000 1L11111II//ll. • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR \� Vii( %.11111 nl 4.1/7 • • • • • GENERAL INSTALLATION METHODS. ;� t3n,.;,C EN3R '•. FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000• S(i7U5 `'I'�`� • • • • _ JJo. _ • • • • 3)MULLION AND MULLION SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES TO BE DRILLED IN •250" - .- THE FIELD FOLLOWING DIMENSIONAL ONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE :,�• � f; • • LOCATIONS. ^.•t�', y(� � i.;.I:; FIGURE 7: FIGURE 0: FIGURE 9: FIGURE 10: ,1fAT(? ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT :(%•. +c7 URLD • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. %rC`S,l,'••....•• ••.v �� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 TX 4'X.25'MULLION • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW If'111, 1 t l3 .• • • THREADS BEYOND THE MATERIAL,910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 13A a00 Mullion Capacity Table Ibste Op•ning 1141d III((or senically-spam g mullions)or Opening Hnight(for horizonlnly-sperrirlg rlldlions) 0 501n 80 In 701n so In 001n 1001. 1201n 1401n ISO in s<4r R.Nngular PopTd®g. R.clenguler TreprTdeng. Rectangular I TrapRderg• Radonguler Tr.p/Tdang. Recl.gdnr Trep'Tdong. Reclangder TrepTdeng. ReclonBuler TropRdeng. Roclangdar U p/Tdnag• Rectwgufar Trep/Tdung- 2x 8 x,26 Loedrg Loadng Loadng Loading Leading Loafing Loading Lowing Lowing .Loadrlg Loadng Losdlna Loading Luedrlg Lowing Lowing Lowing Loading a: Alum.Tube2 S 2^ 2 2: 2: 2: T 2` 1> - D D D o Mullion Ti 1 .�• a �u.. .-. £ ., £ A .. $ m m 1t 31 13 a z 4n 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 608 170.0 600 170.0 M 170.0 519 170.0 1118 170.0 521 170.0 1210 170.0 521 170.0 1488 170.0 521 110.0 1775 170.0 621 170.0 1887 170.0 625 W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 BD2 170.0 830 170.0 1133 170.0 001 170.0 1275 t70.O 677 170.0 1417 170.0 SBO 170.0 1700 170.0 680 170.0 1083 170.0 660 170.0 2207 170.0 680 UJ 50.625In 170.0 747 170.0 663 170.0 895 170.0 631 170.0 1018 170.0 604 170.0 1185 170.0 723 170.0 1715 170.0 747 170.0 1481 170.0 758 1740 1783 170.0 758 170.0 2082 170.0 758 170.0 2391 170.0 758 2 (1) 54 In 170.0 797 170.0 012 170.0 958 170.0 601 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1017 170.0 861 170.0 2231 170.0 681 170.0 2550 170.0 eal LU 0 8011 170.0 685 170,0 701 170.0 1063 170.0 717 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 096 170.0 1171 170.0 1033 170.0 2125 170.0 1003 170.0 2479 170.0 1063 170.0 2837 170.0 1007 � J 031n 170.0 030 170.0 745 170.0 1118 170.0 680 170.0 1302 170.0 040 170.0 1468 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 2 J 801. 110.0 974 170.0 780 170.0 5189 170.0 907 170.0 1381 170.0 1002 170.0 1558 170.0 5088 170.0 1753 170.0 1155 170.0 1818 170.0 1210 170.0 2378 170.0 1275 170.0 2727 170.0 1288 170.0 5117 170.0 1286 Z m ?? 721. 170.0 1063 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1126 170.0 1700 170,0 1226 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170,0 2550 170.0 1188 170.0 2075 170.0 1529 170.0 3400 170.0 1530 0.J} $ sc> 76 N 170.0 1172 170.0 937 570.0 1318 170.0 1080 Uj 570.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2018 170.0 1421 170.0 2247 170.0 1505 170.0 2892 170,0 1820 170,0 7140 170.0 1894 170.0 3589 170.0 1705 J d nZ '.5 78h 170.0 1161 170.0 067 170.0 1381 170.0 1118 170.0 1811 170,0 1250 170.0 1612 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 15& 170.0 2763 170.0 17DD 170.0 3223 170.0 1777 170,0 3883 170.0 1795 Q J BO In 170.0 1328 170.0 114 110.0 1591 170.0 1320 170.0 1658 170.0 1408 170,0 2125r170.0 1053 170.0 2391 170.0 1793 170.0 2658 170.0 1818 170.0 3188 170.0 2125 150.0 3413 170.0 2273 136.5 3413 170.0 2361 Q � ZN981. 17x.0 1417 170.0 1232 170.0 1700 170.0 1174 170.0 1883 170.0 1872 170.0 2287 1784 170,0 2550 170.0 1952 170.0 2837 170.0 2085 160.0 3189 170.0 2738 177.1 J10B 188.0 2470 120,0 3190 158.1 2428y2 1081n 170,0 1504 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170.0 1670 170.0 25M 2078 101,8 2781 170.0 2271 148.3 2781 181,8 2373 123.6 2781 140.4 2281 105.8 2761 126.9 2234 02.7 2781 116.0 2100 4n04oIII In 170.0 1036 170.0 1454 170.0 1988 170.0 1700 170.0 2203 170.0 1932 170.0 2021 NO 151.8 2032 182.3 2245 138.6 2632 148.1 2218 113.8 2832 120.4 21 B6 97.6 2832 115.1 2128 85.4 2832 108.3 2096 WX1207 170.0 1775 170.0 1588 170.0 2125 170.0 1859 551.4 2252 159.8 1091 135.4 2252 788/ 120.1 2252 127.2 1830 106.12252 118.1 1815 80.1 7252 99.6 1872 77.2 2252 BB.9 1838 87.8 2252 01.4 1808 � ton U N Q14 In 125.1 1584 128.6 14{5 504.3 1581 100.1 1{25 88.1 1584 81.6 1407 78.2 1661 1380 BB.S 1581 723 1777 02.8 1584 65.7 1356 52.1 1564 58.0 1770 4.7 1564 49.2 1705 39.1 1564 4.1 1283 Q N Z a 5n cn ARI F JAR ANCHOR CAPACITY ADJUSTMENT FORMULA: �0 m2 Anchor Capacity Table Ibe of ANCHOR CAP.,w,,,,� 9uWlrolo: 2.7x Concrete J.Sk Conn. HolvN CMU Flied CMU P7 woad Mehl (DP,,,)X( )=ANCHOR CAP.,,, 5/10'Eko 1/4'SS Eko&16'Elco 1/4'88 EI.e NIO Stetl M2 SI,d N1201ed MULLION 110101 Amhor Type: 916'Elco Ullmcon 1/P Ek4s Ulbaoe. UlUman 916'Eko IxDecon 114'Elca Uluecon AgomGstor Uilmom Ag9se0etor serew G5 S,n w G5 So-(G51 USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Psllema l l ( > Edge Detente In: P 240 1" 2.111• 3.08• 1" 2-IW 1" 2-12' 2• 3-1/0' r DAA 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmell n 1.94' 1-94' 17/4• 1.94• 7 1-1/4' 1-1/4' 1-1/4' 1-114' 1414' 1414' 7 "r 17/8• ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors A 4.75•MIn.O.C./Standard a of5d CIp Fla.182: 390 lbs 390 Its 4500, 890 lbs 16440s 270 lb. 2801M 3540. 740 ft374It. 664103 946103 341 lbs 442 lbs 560 1b. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchom, 4.60"Min.O.C.1151.1 rd or Oil.el CII .3: 780 lbs 1500s 900 lbs 17110lbs 323214. 54014. %0103 TOB lbs 1460103 748lbe 1272148 1892 lbs 68210. 685 lbs 1120 0s CAPACITY(FROM THE TABLE)OF THE SELECTED OAnalwre A 1.71"Mir.O.C./St.ndardor Chef CII F .A: 1180 lbs 1400103 1010103 25951bs WA WA 94006 WA 10651W WA WA NIA 136318 1770 Ibs 224005 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchor.a 3-MIR O.C./2 2x5 Anglo Clips/(Fig.5): 790 lbs 700 IM 680103 1560103 1890 lb. 540 Ibs 560103 NIA 7600, 748103 880103 1892IM 662103 5651bs I 1120 lb. CAPACITY WHICH MAY BE USED TO QUALIFY B Anclpte 3'Min.O.C.1(22x5A bales I(Flg.6k 1560103 1560 lbs 1360103 3120103 3792 lbs 108003 1120103 NIA 1520103 1496 lbs 17BOIW 3784703 1363103 1770103 2240103 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Arohon .6'Min.0.0./22x5A le / .7: 1660 lbs 2100 iO3 1440 lbs 3760 lbs WA WA 1320 Ib. WA 1500103 WA WA WA 2045103 7654W 3360103 ANCHOR CAPACITY TABLE. PROOUCI'REWISBD 4 Anaham 01 1.31•Min.O.C.I U-Cflo.inlo.125'Alam.Fla.8 WA WA WA WA WA WA I /A WA WA WA WA WA WA 1 N/A 147010. m complyingUh 9w rltfii% 6 Awhory 0.64'Min.O.C.I U-0i Into,125'Alum.(FID.DI: NIA WA WA WA WA WA WA WA WA WA WA WA WA N/A 2881 IOs ss h-2.000"---I Duild'u19 Codc / 2 Anchge LBB'A9n.O.0/F-C8D(Ft.1D: JB01bs 3900. 4500. 090103 1518105 27074. 280103 3540. 740103 774 IW 6380. 94814. 3410. 42103 56074.3 - Acceplal,ce 7Jo 16-4118.0$ 4Ancham 1.75'IAm.O.CIF-C6 5900. 70D0s SOS Os 1208103 WA WA 470103 WA 513103 WA WA WA 682103 685103 1120106 250 P.Y_ .' ZQq,I NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: D FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: ModuM• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 5 11 LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ,\ ," \, „ /.r, 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `'�"•'5�C"I'ISC 'f5 • • • 8.000' � `<r'• - a 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 `` p FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLED �• D !6 l.17; CLIP 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �) ••, Ll: ) �ATI:OF (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED U,{,'•., DEDUNUPAIRS. 5.7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" , \MusD IN THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO '� � tUSED IN BEAT LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X e"X.25' A.LYNN MI LL�R,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A wp. Mullion Capacity Table Ibelg' Opening Width(far verlIcelly-spanning mullons)or Opening Height(for hodzontB*spardng murlons) 501n 60 in 701n 801n 901n 1001n 120 In 1401n ISO in f O Re9larguler 7FeprTderg, Rectangular Trap'fnang, Reolenqular TreplTdeng. Reclarguler TreµrMarg. Rectangular TrepITdang. Raclergular TrepTdanI; Reclanpular Traprrderg. Rectangular TrapTdang. Rectangular Traprideng oo 1.28"x 2.11" lead0g Landing Landng Loading lending Ieadrg Loading Loadlrg Load ng Leedu,g Loading LoadOg Loadlrg L..arg Loading Loading Lo2V Loaning oY U x.126"Alum •�.^ a $. �. $I $•^ LL Tube Mull 7nfl ••99pp6 � p yy� y�g q c� [-�' � FE 6� ,a I, ,g d sgc � d E ¢ E� •g �g ted. qy 9 '9� 3 Li'i Sg b Z 00 5 a O 2 8.x 13 aI 11 a�, a f s apz aC am 421n 144.2 526 167.0 428 120.2 526 148.9 419 103.0 528 Dag 414 90.1 526 134.8 411 80.1 628 1N.1 411 T21 529 134.1 411 80.1 626 134.1 411 51.5 526 174.5 411 45.1 528 134.1 411 Q W 48N 96.6 403 108.0 333 90.5 403 94.7 335 69.0 403 88.4 320 6514 407 61.4 317 637 403 T9.1 316 48.3 403 78.6 314 40.3 403 78.8 311 34.6 407 79.8 319 302 403 78.8 314 J W � 2 6D.825In 823 362 91.0 301 69,8 382 7a3 294 68.8 367 71.9 289 51.5 302 67.2 28G 4517 362 64.6 284 41.2 302 63.6 283 34.3 362 63.5 283 29.4 362 63.5 283 267 362 63.5 203 �2 a o 541n 67.8 318 74.1 267 586 318 64.2 261 48.6 718 67.7 256 424 316 63.5 253 37.7 318 50.8 250 339 318 49.5 249 28.3 318 49.1 240 24.2 318 49.1 248 21.2 316 49.1 245 W 0O CO 601n 49.5 266 63.1 219 41.2 258 45.7 214 35.3 258 40.7 210 30.6 256 37,2 201 27.6 250 34,9 204 24.7 250 33.4 203 20.6 256 32.2 201 17.7 268 32.2 201 We 258 322 201 � r7J tp U) _ 631n 42.7 234 45.8 200 35.6 234 39.1 195 30.5 234 34.7 192 26.7 234 31.0 189 73.7 234 29.4 160 21.4 234 28.0 IN 17.8 234 26.6 167 15.3 234 265 163 13.4 234 26.5 183 W J 65 In 37.2 213 39.4 163 31.0 213 33.7 179 20.6 213 29.8 170 23.2 213 27.0 173 20.6 213 25,1 We 18.6 213 237 169 55.5 213 722 167 13.3 713 220 160 11.6 213 22.0 168 Z ID 1 m 2 721n 28.8 179 30-1 155 23.9 179 25.8 152 20.4 179 22.5 149 17.9 179 20.3 147 156 179 10.7 145 J e B .E EE. 2 >W ]filo 24.3 181 26.4 140 20.3 181 21.6 137 17.4 161 19.0 135 16,2 161 17.0 133 J �° mZ 7e In 7z5 152 23.6 133 18.6 _152 18.9 131 16.1 162 17.6 128 Q to V E B ~ N ANCHOR CAPACITY ADJUSTMENT FORMULA: N O Anchor Capacity Table gha) H X-Z OD_.p ANCHOR CAP.,.,,,,, ..4� a+C3;io Sift ale 2.7k Cmcrele 3.Sk Cmc. Holbw CMU FIAed CMU PT Wood latch/ (DP )X( )=ANCHOR CAP.,,, U) 61162 Ek0 114-SS Eke 5116-Elco 114-SS Eke R1051ed w12Sreel P12 Sigel MULLION CAP.,,,,,.,.,, U) Arxhalypa 3/16•Eke Ultman 1141 Elm Ullam 3116'Eke UArecon 1/4'Eke UlOacm Ly) N AnchorCllp Perlems un-an A"eGator Mmon AggreGator Saew(ra)SUM(GS) SU-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edjr Chl-, I F 7 2-12' 1• 2.12 3-1/6• 1• 2.12• 1' I 2-t2• 2' 3.1/6' 2' 0.40• 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN r Eioitidnenl IN 13.4• 151/4• 1N4• taro• 7 1-114' 1-v8.• t-1/4• 1-V4• 1-1/4' 1-114• 7 1-ya• tare tales ACTUAL PRESSURE REQUIREMENT FOR THE V N Q 4Amhom 3'Ma1.O.C./ 245A CU / 1' 780Iba T 780lbs 680 ice 15e]IOS 10%Me I 54086 1 560 IN WA 7m ins 7481M MOM 1�210s %2Ibs 685 Ws 143011, OPENING,WHEN IT IS LOWER THAN THE MULLION Q 2s- Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED e m s•.O MULLION,IT WILL YIELD A MINIMUM ANCHOR O 0 ma CAPACITY W HICH MAY BE USED TO QUALIFY 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. r-1 .266-11 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. /%t(CFri)CT REVISCD T us complying lvith the Florida 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I Bu 'a Codo 1021$.o FIGURE 1: Acttplarca No 3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, Crepirauen Dawgw=ab 2) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .2.116 By FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I Mi Dade Ih6ducl' ANGLE CLIP MUST BE USED IN PAIRS. L -125• ND GROUT-FILLED CONCRETE SUBSTRATES: NIT(CMU)SHALL CONFORM TO AETE SHALL CONFORM TO ACI STSPECIFICATIONS. M C-90. E WOOD SHALL BE PSSD U E-TREATED \�•t�. ........... YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1 ���',•''��GFI'iSE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.26'X 2.11•X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) 7:: �t,7,W05 THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ` : r - g'1 I b •: 01: A.LYNNUELLR,P.E. FL P.E.9 68705 TABLE 15A mn Mullion C• Batty Table Ibafe) A, Opening Width(forver8cally-sparring rndione)crOponlnp Haight(for horizortally-spaming mlilims) to 50 In 60 In 70 N 601n 90 In 100 i1 120 N Main 1601n O Rectangular TrepTianO• Rectangular TrepTtleng, Reclangilar TapRdeng. RectengJar Tnp7Tdeng. Rectangular TreWli84ng. Reclengular Tra deng. Reclen er he rSL ~ pR gut pidWa. Reclanguler Train-. rm. Reolanpllar T4aprrtleng, a; 3.26"30 Loading Loading Loading Loading Loading Loading Loading Loading loading Loading Loading Loading Loading Lowing Loafing Lowing Loading Loading sY V DEG.AL Ta .n r .• .� .�^ r r .m^ BAYMULL8 $ S a^ € a $ q77 " R e N E & �Eq U �E �� e a b aB a s �$ ua 7 3E S� �o d"` € 0 fid d � a` d` a` 3 �� drc'r �� a� did . did2 i daR s Z o � 42 it 170.0 620 170.0 435 170.0 744 170.0 478 170.0 Na 170.0 506 170.0 992 170.0 519 110.0 Ilia 170.0 621 170.0 1240 170.0 521 170.0 1458 170.0 521 170.0 1736 170.0 621 149.1 1740 170.0 521 J lad 48 In 170.0 708 170.0 524 170.0 650 170.0 584 170.0 DD2 170.0 030 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.5 1522 170.0 650 114.2 1522 170.0 680 50.6261n 170.0 747 170.0 583 170.0 0.98 170.0 631 170.0 1048 170.D 684 170.0 1195 170.0 723 170.0 1345 170,0 747 164.2 1443 170.0 750 136.9 1443 170.0 756 117.3 1443 170.0 756 102.8 1443 170.0 766 W O 0 641n 170.0 797 170.0 612 170.1) 1156 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 807 180.4 1353 170.0 837 104,3 IJ57 170,0 950 120.] 1-353 170.0 061 103.1 1-35-3 170.0 861 40.2 1353 170.0 081 m M F- 60 1n 170.0 885 170.0 701 170.0 1063 170,0 797 187.0 1218 170.0 '670 148.1 1218 170.0 944 129.9 Rill 159.0 936 118.9 1218 152.1 924 97.4 1215 146.1 913 03.6 1216 146.1 913 73,1 1218 146.1 913 F-• V J 83F 170.0 9J0 170.0 745 170.0 1118 170.0 850 160.2 1150 168.8 &73 131.4 1150 16].0 1)14 116,8 1150 141.9 898 105.1 1160 134.2 665 87,6 1160 126.7 671 75.1 1160 126.2 670 65.7 1180 126,2 870 W Z) 68 in 170.0 974 170.0 709 152.4 1048 165.8 881 130.8 1048 146.6 664 114.3 1045 133.1 650 101.6 1048 123.4 839 91.4 1040 116.6 630 76.2 1045 109.4 821 65.3 1046 108.2 818 57.1 1048 108.2 818 g m m J F 506 C 721. 110.8 680 147.9 781 117.4 680 126.0 745 100.6 060 110.8 734 88.0 580 100,0 722 78.2 850 92.0 712 70.4 680 88.2 703 50.7 BBO 79.2 693 60.3 880 78.6 886 44.0 080 70.4 606 7 o a�Z 781n 118.7 790 125,1 891) 89.9 790 108.4 B76 85.5 790 93.3 661 71.8 790 61.9 852 66.5 790 76.9 &3 69.9 790 71.7 635 49.9 790 65.1 82! 12.8 780 82.1 819 37.4 700 61.5 617 Q - 781n 110.5 750 115.5 657 9Z3 750 98.1 M 79.1 760 85.9 632 692 760 77.1 621 81.5 750 70.0 612 55.4 760 65.7 005 49.2 760 69.4 594 39.6 750 66.2 588 34.0 750 65.5 588 F- Q Q N 90 In 7Z1 583 74.4 500 60.1 563 029 491 51.5 663 64.5 463 45.1 683 leg 475 40.1 663 04.4 465 38.1 681 40.9 462 590 663 38.2 452 25.8 563 33.3 445 225 603 31.8 442 Q m Z O I- Ul 9B In 69.4 495 61.1 443 49.5 495 51,5 435 42.4 495 44.0 427 37.1 495 38.9 421 33.0 41)6 38.1 415 29.7 495 332 409 24.0 495 29.1 400 21.2 495 20.6 394 18.6 495 25.0 390 rn W [1 1081n 41.7 391 42.6 353 34.8 391 35.0 SIS 29,8 391 31,1 342 20.1 391 27.6 337 232 301 24.9 333 20,9 301 22.8 328 17.4 391 19,7 321 14.9 J91 17.8 315 _ _ ill h 38.4 170 39,2 335 32.0 370 33.0 330 27.5 370 26.6 325 24.0 370 25.3 320 21.4 370 22.6 316 19.2 370 ft�12 18.0 370 18.1 301 `1 0`1 Q � (n 1201. 50.1 717 30.9 289 26,3 317 26.0 284 21.7 317 22.6 280 19.0 317 19.8 278 Ifi.9 317 17.9 273 Q M Q O 0 144 N 17.6 220 17.6 203 d�H OL B Z m 47 y,Q B ANCHOR CAPACITY ADJUSTMENT FORMULA: An chor Capacltv Table Ibe DP„ ANCHOR CAP.,,, ,, BUMlmlc: 2.7N Cawrele S.Sk Caw. Hollow CMU Filed CMU PT Wood Metal ( )X( )=ANCHOR CAP.", 5'16'Eta 114'SS Eko 5116'Elco 114•SS Eko 510 Steel 6l2 Slee) 512 Sled MULLION CAP.,,,,,,,, Anchor Clip Patterns Anclor Type. Y113'Elco Uluacon 114•Eko Ullaacon Vill'Elan Ul6acon I/4-Eko UNecan Inumon gppreaelar unreeon AppreGalor Screw(G5)Screw(05) Screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge IOi t m.(m7 1• 2-VT 1• 2-Irs' 3-118• 1• 2.1w r 2-trz• 2• ]-iter 2• o.4e• os4• o.3z4• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmanl(Int 1-374' 1-314- 13/4' 1-3W 2' 1-114 1.104' 1-111' 1-114 1-114' 1.114 2' 1-3/0" l•3re' tones ACTUAL PRESSURE REQUIREMENT FOR THE 2AnOWS @ 5'Min.O.C./(2)h5 Angle Cepa l IN.ly 390Ibs 390 lbs 45019 8901o2 17001bs 2f Pos 2801;8 J511Ds 740 1. 3741;9 7201ba 94s lbs 341 ks 4+21be 560Ibe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arolwn 3.5'Min.0.0.1 285 Angle Clips!FIg.27 7901bs 7001bs 7901bs 1670 lb, 2525 ars 5401be 5001bs WA 11201;8 740Ibs 8801bs 1892IDs fi8210.a B851ba 1121)ks CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anchao 271'Min.o.C.722e5 NCe /F .3 11201bs 1120106 958 Oaf 224811. 2251 NS Wq B101be WA 1059104 NIA 1320 Ns Wn 1022 @a nn urs 16801;5 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 11RP,4)LICT REVISL•D FIGURE 1: as complying with dta Flot)da TABLE NOTES III Ing Code Aceeptance NO lrro2l$.03 • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �pirvtina Dale r.�LO ZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Mimi Dario Product1117/ FIGURE 2: ,,11111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125'- \ � I k.X;i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ - i+u FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BEA MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 1'0 ' 0 • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.0 S.S.OR 410 S.S. � ���;••P1.r,R105':•' ('i; ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYN(J M(I L R,P.E. FL P.£.#58705 ABLE �" Mullion Capachy Table bette DponlnpWidth(torverI1cely-spaMngnn iDre)orOponingHolght(lorhodwria"parringmdionS) 25 E 501n Win 701n 80 In ga In lo01n 120 In 1401n 160 in '� Reclengllar Trap/Tdang. Roolanguler TreWfdelp. Rectangular TrepfTdNV Root4lpJar 7raplTdanp. RaclenpJx TreyTdenO. ReelengJer TrepRdan9. Reclengulor 4ep/TdmB• Reclanguler TmpRdenO- Rectangular Trepfiderlg. 3.26"46 Lowing LoodnB L.adng L9edng Loedllp Loadn9 Loadno Loading Loading Laedrg Load" LoednB Loading Lowing Loadn9 Loading Lowing Loadag o n DEO.AL a z: r z 'Fc.. •� .� F �.. ., .. r F p a p 2: r. BAY MULLft Cq ul 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 886 170.0 SOB 170.0 982 170.0 510 170.0 1118 170.0 521 170.0 +210 170.0 521 170.0 1188 170.0 521 170.0 1735 170.0 521 180.1 1871 170.0 521 J W J W 4111. 170.0 708 170.0 524 170.0 850 170.0 SBI 170.0 002 170.0 830 170.0 1173 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 163.7 1837 170.0 680 140,3 1837 170.0 BW 122.8 1037 170.0 660 � (2 50.8251n 170.0 117 170.0 563 170,0 098 Woo 031 170.0 1046 170.0 804 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 756 147.1 1552 170.0 758 126.1 1552 170.0 756 IWA 1552 170.0 756 W p� O 54 In 170.0 707 170.0 612 170.0 850 170.0 891 170.0 1118 170.0 754 170.0 1275 110.0 603 170.0 14K 170.0 637 155.2 1155 170.0 050 129.3 1455 170.0 MI 110.8 1455 170.0 801 81.0 1455 170.0 001 m M 1--• 001n 170.0 005 170.0 701 110.1 1003 170.0 787 170.0 1240 170.0 876 157.1 1300 170.0 944 138.7 1309 170.0 BBB 125.7 1308 163.5 994 104.8 1309 t57.1 007 69.6 1309 157.1 082 78.6 1309 157.1 962 F U � 19J B3 In 170.0 830 170.0 745 170.0 1110 170.0 850 1629 1247 170.0 940 142.5 1247 181.5 983 126.7 1247 152.6 085 114.0 1247 IN.3 952 05.0 1247 136.2 gag 81.4 1247 135.7 935 71.3 1247 135.7 935 681n 170.0 074 170.0 789 170.0 1109 170.0 903 146.4 1100 163.7 065 120.9 11D0 147.0 945 116.4 1190 170.5 928 103.9 1190 128.4 MAI 86.0 1100 118.5 888 74.2 1190 118.1 093 04.0 1100 118.1 893 Z € $ � 721n 181.8 1010 169.5 077 134.7 1010 144.6 859 115.4 1010 127.2 642 101.0 1010 114.7 628 60.8 1010 105.8 017 60,6 1010 88.9 807 67.3 1010 00,8 795 57.7 1010 67.8 780 50.5 1010 87.7 769 7610 137.1 908 MA 702 114.5 900 122.0 775 96.1 005 107.1 781 85.8 908 98.2 749 76.3 908 86.2 736 68.7 008 823 729 51.3 000 74.7 715 49.1 908 71.2 710 42.9 900 70.8 708 J u 9 7B In 127.1 881 132.5 754 iD5.9 061 112.5 738 80.6 601 98.0 725 70.4 801 80.5 713 70.0 801 81.0 703 6.7.5 601 75.4 881 57.0 061 88.1 681 45.4 061 64.5 675 38,7 601 W.7 072 � p 901n 02J 048 65.4 $74 68.0 618 72.1 561 69.1 648 62.9 554 51.7 816 56.1 545 46.0 040 50,0 537 41.4 646 47.0 530 34.5 640 41.5 519 28.5 040 30.2 511 25.8 018 36.5 507 Q m Z N Z F W d u00 C3 06 In 68.2 508 70,1 508 58.8 566 59.1 !B9 40.7 586 61.1 181 12.8 588 45.8 !63 37.9 588 11.4 476 31.1 588 38.1 170 28./ 586 33.4 459 24.3 596 30.5 152 21.3 508 28.7 M7 (n W� �y 1001. 47,9 449 46.9 405 3B.B 448 41,2 399 34.2 449 35,7 303 28,9 449 31.T 307 26.6 449 28.6 352 23.0 149 26.1 377 20.0 449 22.7 368 11.1 Ng 20.4 361 15.o NO 10.8 350 w _ 1111. 14.1 125 45.0 385 38.6 125 37.8 378 31.6 !25 328 373 27.8 425 20.1 307 24.5 425 28.2 362 221 125 21.0 358 18,4 425 20.7 350 15.8 425 18,8 747 W oU) Y 0 4n cn 1201n 34.0 304 35.5 331 28.1 364 29.6 320 24.0 364 25.8 321 21.8 364 22.8 317 10.{ 301 20.5 713 17.5 384 18.7 109 Q U) Q O O 714 In 20.2 253 20.4 237 18.6 251 17.1 230 a s Z m 0 fn "o TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Anchor Ca acI Table jibs) ANCHOR CAP.,,„,,,,, $OWI le: 2.7kC ,da 3.5k Conn. Ho4"CAU I PTWood MON (DP„)X( =ANCHORCAP... 5118'Eko 111'S3 Eko Sf16'Eko 1410 SIe9I 1412 61ec1 1412 Steel MULLION Anchor Clip Patterns Anchor Typo' SIZE Eko Uilrecon Ill'Eko UNecm Y18'Eko Ul9acon 7/4'Eko UNecm UlU.. A99.1-1r Illlracon screw(GS)ecrewl'5) Sow(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Do[..,(In): 1• a1rz• r 2-1rz• 3.11-3• 1• z-+rz• r zarz• 2• 3-ve- 0.46• Fie 9.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmeal(In) 1-314- 1-314• 1-3f4' 1.3/1' 2 1-UC 1.114- 1-114' 1.114• 1-Ila' 1.114' 1-318' ave' wdea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anohore 5'Mln O.C.f(211b5 Angle I .1. 3Do+oa 3BO IDS 450 Lbs 090 1b. 17001M 210 roe 280 In, 354 lbs 7a01ba 37!Ib. 7201bs341 ros 442 lbs SBOIbs OPENING,WHEN IT IS LOWER THAN THE MULLION a Anchors 3.5'Min.O.C.1(2)2i5 n le Cps I(Fb.2): 7801bs 78010-3 7Bo ba V170 It,. 25251bs 540 IDs 5801bs WA 11201M 746146 B80lbs682lbe 685 lbs 1120 ros CAPACITY(FROM THE TABLE)OF THE SELECTED SAnabara 2.71'Itin.O.C.122.6An C/ I '.3 11201oe 1@Olba 058 to. 2246 1b. 2254 As IVA B/OIDs WA 10591bs WA 1320 wa1m21ba 1327 ros 1880 ros MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, F ROOLtur REV I SED FIGURE 1: ;c am1plyin6 wiN19w Florida TABLE NOTES: Building Cod. 1(o•O'L 1S.�.3 Acwrotvoc No • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ex imion Dale NAZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Minor' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. lrodtrct FIGURE 2: 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' -45'--,` 1C•` •.;�(.,'o FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED = • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125" _ :•�, (Y.:L. THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(1 45'BAY 8 GAUGE).STRUCTURAL STEEL TO BE AT ,' .1} !� (L ; 1.11 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND - 017117 MULLION ... • • THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '.��••. :-f.1117}U��••'.('�': ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. A.LVNN(yI�LeR;�.E. FL P.E.#58705 -{ 1,000^ 1.000' �- t.osz-1 740" .063' .385' .062' i •}-{ -.125' 062' p .438'• 4.000' •125"STANDARD CLIP I RYA 4.000' 4.000' 2.000' 2.125" o 2.625" 8063-T6 ALUM. 2.000" 2X5 ANGLE CLIP - .125" X-SECTION I UT6 AL 6083-TB ALUM. aq I -1IIL 8083ECTIO,. X•SECTION ,126" 04 .12, X-SECTION .125" .125' .0311 z �rc w ,125' Q co 1- CENTER OF ANCHOR HOLE MUST LIE WITHIN THE - J LU -L'125 376• ,155' 37� DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE__ ANCHORO.C.DISTANCE.MAXIMUM ANCHOR OC 8 N -J J HOLE DIAMETER:ANCHOR DIAMETER+1116'. Ill ca O O 1'X 4'X.126. t"X 4"X.375" 1'X 4'X.375' 5.500' In MULLION MULLION "T'MULLION -5.000" -- Z m ~ CUTHERETO 375" 8063-T6 ALUM. 6083.70 ALUM. 6063.76 ALUM. -3,126•- 375" - co X•SECTION X-SECTION X-SECTION MIN, --�-CREATE.SHIIE SEE MIN. J DETAIL F.SHEET 4 L - � Z 1.250' .375• Z W g m ___-____i _ CENTER OF --------- -----------� .375' �g 1� 1.250' 1,260• I I I I I ANCHOR HOLE I I MIN. J O❑.. & 6Z I I I I I I MUST LIE WITHIN I 1 - I I I I THE DASHED I 1 Z U -rc� I I I I j F BOUNDARY.SEE j Q 01 'O 2.875'�- _-__.I _-__ _ SHEETS 5.20 FOR F _! ______ _1 Q Z Z N I I I I I -THEANCHORO.C. I I r Z m o I I 1 I F I DISTANCE. I I to Q �o � 3.94• j I I i I I i U) Z- B 3.250' MAXIMUM 3.250' I I I I ANCHOR HOLE I I � � I I I 1 I DIAMETER: I I J U) Y -.100' .100L fn I I I _ ANCHOR I I F. •-I .IDD" -•L J L_.-____ 1 L._.____________________J I -- DIAMETER+1110". Q z O Q co .100" -T `- 2X5ANGLECLIP 1 m0 xO L624" 624• rC STANDARD CLIP U-CLIP 6063-T6 ALUM, gggg K Lo --I .820'F--• -�I ,820" r.- 1 --I ,820' H-� CENTER OF ANCHOR HOLE MUST LIE 8073 PVEWr`'I BOTOPVEW M. TOPVIEW --WITHIN THE DASHED BOUNDARY.SEE 1.25"X 3.26'X.100' 1.25'X 3.25"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 Dimenelon Value Qn)j For Mullion: Dlmenalon Value(In)j For Mullion: 0005•T5ALUM. 6005•T5 ALUM. 6005-TS ALUM. DIAMETER ANCHOR DIAMETER+1(16". F 3.60 1 X4'X F_ 1.938 1.25'%3.25' X-SECTION X•SECTION X-SECTION G 1.000 J25' O 0.600 X.824' I�����--^''-''��--�3.469' 6.500'- H 2680 Aluminum H 1.438 Aluminum 2.661' "-1 128. ,375 375" 13.000 Tube Mullion I 3.250 Tube Mu01on -1 877• F 3.187 1'X4'X F 2.825 1.25X3.94' -1.377"� •125'I I MIN. G 0.757 .375• G 1.125 X.624' H 2430 Aluminum H 1.500 Aluminum -- -----�- ..l.. AUCI'RIiVISED I 3.000 Tuba 8'T I 3.250 Tube Mullion ��con,plying,vid,the FluriJr. I I 1 I I I F 2250 1.25'X&25' F 2.813 30'Ba Mull building Cade 125• I I I I G 0.760 X.100' F 2.876 45'Ba Mull Aeucplw-Nu(fo'o218.03 I I I 1 l F.pimti rmd 30'-r-� •125" �AS'-I---_ 2.250" i i I i i �iJ 1 3.250 Tube Mullion 13 2G2) I I H 1 y 3.250'45°BAY MULLION I 3.250" I i 1 i TABLED Mlem IMda!'roducl 30*BAY MULLION 8083.78 ALUM. I _ �________; I _____� Mull Dimension POTPartp ,\\\\\ 6083.76 ALUM. X•SECTION I ( X-SECTION (0hBettl) Mullion Std.Clip O1(eel Cllp U-Clip Angla Clip n\A,.. ••.��(•n �i� 1'X4-X.125'(10) 69364 6WI11M 6061122M 666241M 666516M �:,•'\)OENSg G OFFSET CLIP ••,1( II r II .125' I 6063•T6 ALUM. V X4'X.375'(11) 66610 688112M 6661123M 686242M 666519M .228"� F.-,907"-,` .226' t--.981"� .740'-- •I TOPVIEW 1.X4-X.375°'7(11) 66653 666112M 6661123M 666242M 888519M ' NOTES: 1.25'X3.25'X.100'(13) 20180 8681127M 6661124M 6662410M 606S115M - ;�- -� LY," G 111:: 1.25'%3.25'X.624'(14) 20181 6861128M 6801125M 6682411M 608511GM 0 1 p i)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25'X3.94'X.624'(15) 20182 6881117#-A 6661 126M 660241M M,i7M 'I L•)� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 88649 WA WA 6685110M45 Degree(20) 66850 WA WA 6685111 M / �S S �1l`4\ `,• 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.L #y ER�P.E. FL P.E. 58705 TABLE E Mull Dimension PGT Part# ® an FFx (shoot#) 125*Std.Clip U-Cllp Angle Clip -1 •125" --��- ,125' 2"X 4"X.25"(16) 66602 1 666261M 686271 M 6665112M � 00 2"X6"X.25" 17 66604 666262M 666272M 6665113M I STANDARD CLIP 1 U-CLIP 2X5 ANGLE CLIP a ( ) 2.000- 6063-To ALUM. 6083.76 ALUM. 6063-T6 ALUM. of Z cwi X-SECTION 2.125" I XSECTION 2.000' X-SECTION � NOTES: LO I I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' r 125" .125' o m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z mc�4 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE T O HOLE LOCATIONS. -1 490• `1.480"---� J 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J w 5.500' g U � In CLITHERETOII-.- 5.00" -3.500' CREATE F•CLIP, ,375' I MIN, ED Z M o O 2.000' .375" __ _SEE DETAIL F, .375' = fA MIN. SHEET4 MIN. H.. O m J ___ ._____ Z ------------ - 1 ---------------------T z w� m o' I 4.000• j I I Q -I-- --- --I- - 3.438' @ f 3.438" j------ -j I- 0 .250'-- 2'X 4"X.25• I I I I Z ¢ N `o MULLION I I I 3.438' I I F Z Z O o 6063-T6 ALUM. I I 1 Q •• X-SECTION I I 1 .375• U) Z y o $ . L----------------------1-_- MIN, lyl O L I.L J (n (!) L STANDARD CLIP 2X5 ANGLE CLIP U-CLIP,6003.76 ALUM. Q 0 0 CENTER OF ANCHOR HOLE MUST LIE 6063.76 ALUM. SED FOR 2"X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. (L' Z (n .250' -WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW u 90 s.O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. �mQ. DISTANCE,MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE ---DISTANCE.MAXIMUM ANCHOR HOLE �"-�a'S-T DIAMETER:ANCHOR DIAMETER 1116'. -WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 4 1116'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE 2.000• 3.500' CUT HERETO DIAMETER:ANCHOR DIAMETER+1116'. _ 5.000' }- -� .375' -I CREATE F-CLIP, ,375' SEE DETAIL F, 4--375" MIN.' �-SHEET4 MIN. f MIN. .375' ---------------------�- --- -- --------- I I I I I I I I I I I I I I I PRUOUCT'REVISED I 1 1 I av tuinplying�vidi the Florid I I Building Code Ampwce No 16"0 2-1 S.03 I I G pimlinnDate lox) By 6.000 f I --I- _ 4se6 9_ _+--------I Nttut Dade�maa' .250' - -i- �-"-- i �" T--- 5.438" I I 111 I I I I I 1! I I I 5.438' I 5.436' I I 2•X61x.25' I I I I ����•..• \\GCAIS�- F7 MULLION I I I I 6063.76 ALUM. No.56705 X-SECTION I 1 I I ,375" 1 I I L____-.-_ _______J- v` `-------- ---- --------J- -- ------ IN. 7�"r -* OR STANDARD CLIP U•CLIP 2X5 ANGLE CLIP .250"-- 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. �i��5'/(II+J�1 F,:`0'TOP VIEW USED FOR 2"X 6'MULLION,SHEET 17 TOPVIEW I\1\ TOPVIEW A.LYW MILLER,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.114".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A V WIDE MULLION IS SU ITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32-+32+1'=65',REFERENCING SHEET 25,THE COLUMN USING - i-=-- — 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 --t E DESIGN PRESSURE OF+60.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE.FROM TABLE 3A,SHEET 7,THE V 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 WOULDNESTON ( )RODUCTSNOT BE SUITABLE FOR THIS APPLICATION.APPROVAL oz 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 MULLION OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N LENGTH — 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)Al2 ANCHORS AND THE 2X5SEE ANGLE CLIPS WITH(4)N12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z N N FU) �/ 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 O W SHEEYS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN ACCORDANCE WITH THE ? _ 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. • cL D_U 0) J IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU o' O NO ANCHOft91N 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: fl7 7Y----I F--- 32' J --I MULL wlom 636 L8S OPENING WIDTH (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUAL{FY H 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF Z Z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-55.0 PSF. J Q V FOR THE VERTICAL MULLION: I— Q o 1)INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32.+72'+1'=105'AND THE OPENING WIDTH IS 36'+36-+1'=73.REFERENCING SHEET 25, Q Z N THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL in•0 0 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. UU o S° MULL WIDTH — FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH=108,OPENING WIDTH=SO')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF ix �Q Y 3C -_ IAND WOULD NOT BE SUITABLE FOR THIS APPLICATION. X Q U) :—r <TABLE 12A SHEET 16.THE 2"X 4-X.250'MULLION(LENGTH=108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS �.W Z O � SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. —SEE DETAILS. €�ma 3T 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 , PRODUCT'S ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-112"+35-112'+2"=73"). I 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALI I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8-,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` — — 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 THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. e, DETAILS, OETAIL E, OPENING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A VX 4"X.250'MULLION.IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER Iz. MULLION TYPE COULD BE CHOSEN. MU ION 72" SEPROi)UCT RGVISBD 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72'+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE Il ildingconiplin wish Gw Flo" USED.FROM TABLE 12A,SHEET 16,THE 2"X 4'X.250'MULLION(@ LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Ac"t o Ira-021b-03 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LES. n[�.' No E pimlitm 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 SHE 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 CUPS WITH M mnn{ba 2 (4)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1"GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 11 4 }{----1— ANCHOR CAPACITY OF 521 LBS. 35',HORIZ. I II 1 36',HORIZ. F --i 4--- 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 ";\moi`O'•L,LGI'.NS,r•(��:f��� MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE ``• OPENING WIDTH FORVER7ICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. _ I•!ti.!i3/C:i FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: p� IT +1-64.7 PSF FROM THE VERTICAL MULLION;+1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU;+f-170.0 PSF FROMTHE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). ()'• AI C:O• �J THE LOWEST DESIGN PRESSURE IS+l-6M1.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. t� '•..1,1!)i1101;.•'\1:y : i �''; . VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��� (`/ON/M PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A,LYHW MILL I2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: _ 1 i I PW PW � � O PW )41H S�H SHIDH' _ _ _SHlDH - _ cVI PW P'N fq NU)rcm W LOADING OF VERTICAL MULLION -- Go / W p O LOADING OF VERTICAL MULLION I / / / m p F- SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I / / / n / =- ((q J F I c] HINGED I DOOR 7 I = m 1 Z g LOADING OF VERTICAL MULLION = 9W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d ,d. PW - I .- `o _ 1 F Z 1 PW PW �p>e o" - - I _ Z � Q U)olO ��w Q O ¢ O O - I 0_= Z�O sA SHIOH- - $ 9�rcx LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SRL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION _ _ PW JPW 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL -- � I MULLION P HINGED I NOTES: DOOR PW - PW I .:';GlUCT RSVISBD - - - - - I os annPtytng.�;m rn,;rloridn I 1)DRAWINGS ARE Ru(ding Code RERESENTATIONS OF TYPICAL Amplarcc Nu p3 1 —'I= PW CONFIGURATIONS. E�iruli Dire 2p2) PW - - - CONFIGURATIONS NOT SHOWN Hy 1 MAY BE EXTRAPOLATED FROM I - Al mnc Product THOSE SHOWN. - I 2)IF THE LOADING TYPE CANNOT )V� �� �•� ll'Id,+1+ iii I / PW BE DETERMINED,USE ���,�C��:�,••• •.,''''/((�.,��w RECTANGULAR LOADING. �(%�I'L�E '•;•P PW PW _ _ _ 1 / 3 SEE PRODUCTS'APPROVAL FOR _ _ ) No.5670i ' I ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I .••�, „J / PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS O fiti_- SGb L OF LOADING OF VERTICAL LOADING OF HORIZONTALl-I 1 n`E.# FL P. 58705 MULLION MULLION A.LYNN #. E.