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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 i rP s ,.. Elm lCtidd - r,me SCIS Home + Log In User Registration ; Hot Topic Submit Surcharge Stats&Facts s Publications FBC Staff BCIS Slte Map Links Search DparBusiness) nal Professio ��£� °}product Approval USER:Public User ReguF Product Aoorovai Menu>Product or Application Search>Application List>Application Detail FAMMEd '�' ,r FL aY FL251'R' Application Type v io Code Version 2014 Application Status pproved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer GT Ind Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative lens 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 Exter or,Doors Subcategory I(ding Exte or-Door/�Ssemblie 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 09/14/2015 Date Validated 09/17/2015 Date Pending FEC Approval Date Approved 09/20/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/23/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model;Number or Name Description 251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2�1 R26 C CAC 14-0123.11.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/07/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 14-0123.11.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2S,Gp-67.OHPTNon"Im`pa t) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FI-251 R26 C CAC 15-0106.07 HP.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/24/2020 Design Pressure:N/A Instal a on, ns ru .Ton Other:Please see Miami-Dade County Notice of Acceptance(NOA)for F R26.IF SyQ10(zQ7 HP..od product performance information,anchorage details,and anchor type, iifie2'Br.Mum-r-Dade size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0609.11.Odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/18/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 Ii 15-0609.11.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 ISGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 14-0128.11 Door.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 14-0128.11 Door.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0106.08 HP LM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IF 15-0106.08 HP LM.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 ISGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0106.09 HP SM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 IF 15-0106.09 HP SM.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 - JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0609.12.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/02/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0609.12.Ddf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evatuatlon 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 FL251 R26 C CAC 15-0609.10 DR.odf 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(NOA)for FL251 R26 II 15-0609.10 DR.odf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/23/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0409.02.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R26 C CAC 15-0612.06 LM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0612.06 LM.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15.0612.07 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/14/2018 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R2.6 77 15-G612.G7 SM,pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251. R26 C CAC 15-0409.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 I! 15-0409.04.pdf product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL251 R26 C CAC 15-0409.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/14/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R26 II 15-0409.02.13af product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 hem. Product Approval Accepts: 09 9A Ed M b'P.Gt1r7tS`kt ETw 6:::3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/23/2016 MIAMI.LD' ' IMIANII-DADECOUNTY o�-_ �x— YV .� F+� �` PRODUCTCONTROL 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) i%,ivw.mi.,iiiii(in(le.gov/econotit Industries 1070 Technology Drive, Nolcornis,Fl.34275 .SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-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 Miatni-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Count),) 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. PERA 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 Ilurrlea"I Zone. DESCRIPTION: Series V°S-ir*R-6 ,�A,,ruminum Slii ng lasso oors�v/�90°& 135°cotrner'- APPROVAL DOCUMENT: Drawing No.PGT0128 (former PGT0001 Rev C), titled"Series 670 H.P. Alum SGD- Non-Impact",sheets I through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 01/30/15, signed and sealed by Lynn Miller,P.E,,bearing the Miami-Dade County Product Control Revision stannp with the Notice of Acceptance number and expiration date by the Mianni-Dade County Product Control Section. MISSILE IMPACT RATIN ':Natte:`` pproved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables I thnr 3.See sheets 6,7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP limits,applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured units and sheet 11 for corner units. Pockets& Egress requirements 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",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA.number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#I1-1018.17 and consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P,E. ��'. NO_N . 14-01:2-3.11 MIAMIDADECOUN7Y !; Lssjfl'a 1011 Date: A.pr1107 2030 %M90,40 l:A T),5 at Da e. February 19,2015 -�,• Page t IV PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.PGTO128(former PGT0001 Rev C),titled"Series 670 H.P.Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 01/30/15,signed and sealed by Lynn Miller,P.E. B. TESTS 1. 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)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-5994,FTL- 6002,FTL-6034&FTL-6035,dated 08/10/09, all signed & sealed by Julio Gonzales,P.E. (All above test reports submitted under files#11-1018.17/#09-0826.13) 2. Reference Test reports 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 2411.3.2.1 (b) and TAS 202-94 Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554,dated 11/01/13, signed &sealed by Marlin D. Brinson, P.E(This file has addendum letter dated 08/14/14& marked-up drawings dated 08/19/14 and revised interior astragal marked-up Dwgs dated 11-11-13,all issued by Fenestration Testing lab.) 3. Additional reference supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 03/18/14,06/25/14 and last revised on 01/30/15, sheets 1 tiv-u 67,prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS 1. Statement letter dated 06/25/14 of compliance to FBC 2014(5"'Edition)and"No financial interest", prepared by PGT,signed &sealed by Lynn Miller,P.E. 2. Letter of lab compliance,pact of the above test reports. G. OTHER 1. This NOA revises&renews#11-1018.17,expiring April 07,2015. 2. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(5t"edition). 3. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon, P.E. 4. Test proposals No(s)09-0177,0177-A,B &C approved by BCCO. 4. Letter of commitment dated February 20,2014, issued by PGT,signed by A.Lynn Miller P.E. Iihad 1.CBauda,P.E. Product Control Examiner NOA No.14-0123.11 Expiration Date: April 07,2020 Approval Date: February 19,2015 E- 1 SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA; INCLUDING POCKETS &900/135°CORNERS Group Anchor Substrate Frameer Min.Edg" in.MembOistaricce Embedment GENERAL NOTES ------Cancra o—Mm n.2.99 Nor) MadiallMilemb —7——7-37r- 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5, 1 1/4'ElooUtracon Unrouted CMU.(ASW 090) Jamb only__Mf21__„•,,{:.i14• 2)DESIGN PRESSURES: Qm1406STWO.0,mh-aksIFgr5UI)!MrJam AM2,112"AW 111111IL111*14"Jitz. U"'.0 '9 bronly3M A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13O0. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. :;z_1ambj0ftjw ff&2ji1egW%)fit 11.4 I 3)ANCHORAGE:THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMiTEDT0 STEEL SCREWS,THAT COME INTO CONTACT 1/4'Elco Ulfracan Unitrouted CMU(ASTM 0-90) Jamb orgy 1. 1-1/4' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG-0.65) Hoad/61111.1amb 9116" 1-3/6' BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14.- #12,I&Sor,110 Aluminum,6063-I5' _i9a_d/S4VJ&mb 310, 0.063' 4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S.S.sms, Steal.A36* Head/SIIUJomb 316' 0.050" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 3 (min.11 threads/In) Steel Stud,A653 Gr.33• Head1S11MInto 3W 0.0451' NARROW JOINT SEALANT. Concrete(min.3.276 ksl) Head/Slllflamb 1-1/2' 1-318" 6)REFERENCES ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSIfAF&PA NDS FOR 114,Etco I"S.S. unowed cmu,(ASTM 690) Jamb only 2* 1414' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Gator Grouted CMU(ASTM C-90,min.2 I(SI grout) Jamb only 2' 2' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE I P.T,Southern Pine(90=0-155) HoaclIBIllffamb 1. I-air I P.T.Southern Pine(SG-0.56) Wadffiillflamb 9116' 1-318" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) M2,Steel EMS G5, Aturolnum,8083-75' HeadISHI/Jamb 3/8' 0.063' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 (min.11 threadsfin) Steel.Ass' IuJamb FLORIDA BUILDING CODE,AS APPLICABLE. 1 He..$I 31_* 0.05W I Steel Stud,A653 Gr.33* HeadISIRIJamb 3187 0.0451- TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-(1035. *MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-7554 AND ATt 72138.01-1401-18 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP 3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS GENERAL NOTES.............1 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND To ANCHORAGE.....................6-14 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. moom-1"-v§3.X4I DESIGN PRESSURES vs.omplyin-ftb 04 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED,IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS..............12-14 U.1di"codt 16.C423-11 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS 15,16 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.I NG PANELISILLTYPES.........17 CROSS SECTIONS...........18.19 PARTS LIST......................20 Mi.sai w EXTRUSIONS....................21.22 TABLE B,SEE DETAILS ON SHEETS 4&5: Glass Type Description(Listed from Exterior to Interior) 01 3116*TEMPERED GLASS GIA 114'TEMPERED GLASS G2 VL 3/18'TEMPERED GLASS+618'AIRSPACE+311W TEMPERED GLASS DESIGN PRESSURE RATING IMPACT .......III/ GZA 1"LG.:i!4'TEMPERED GLASS+1121 AIRSPACE+1/41 TEMPERED GLASS SEE TABLES 1,2&3 ON NOT RATED MISSILE LYNN 4&4 SHEETS 6,7&8 IMPACT RESISTANCE %r NO.56705 Rower. l3 try t >L` R.War SI 617 4("- 1070TECHNOLCOYDRIVE GENERAL NOTES AND MAP 0, taey VEMCE,In.34275Or, SERIES 670 ALUM.SGD-NOWMIPACT '%c°SSt ORt N 'STO CERT-OFAVTM P.E.#68705 JR I—NTS I I -22 1 PGTO128 TIONS NOTES: GU EXAMPLE CONFIGURATIONS )ALLICONFIGURATIONSSHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jo","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 3 CAN BE OXXXp. 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION 10 i OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc MAX.UNIT 3 I Q n C, MAX.UNIT 13 /I 1s / 1 i i u y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / HEIGHT PER TABLES 1-3 j t PERTABLESTABLES 1-3 , '%"=OPERABLE PANEL, I I Lu "O"=INOPERABLE PANEL, POCKET I h w "p"=POCKET POCKET DETAIL LETTER I H _s\r___; y_ =WOOD OR METAL INSTALLATION 1-PANEL ��2..��-..,P.-,-�ANE,D� �'c"=CONCRETE INSTALLATION CONFIGURATIONS4Iial�1kG119`I171VS L—SHEETNUMBER MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH w Bg NOM.PANEL WIDTH 1S PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 PER TABLES 1-3 j Jw J 19 aL w Jc a 1 1 I 1 1 1 io&a MAX.UNIT t2 L s 1 I �g MAX.UNIT n I z n 1 I ti HEIGHT Ic HEIGHT i PER 1 s s i k PER TABLES 1-3 � � � I �TABLES 1-3 � POCKET POCKET uWi -'r--- -0p 3_1.ANEL �_•NF.CGORATI.D1aS� 1z 4-PANEL CONFIGURATIONS 12 ° 1 1 fRODUCrwVISED •..mpbft.kb n•w�e. MAX.UNIT WIDTH MAX.UNIT WIDTH 11.1016 CO� 6(2 •// A.w. laq- NOM.PANEL WIDTH NOM.PANEL WIDTH t2 3 PER TABLES 1-3 3 8yy� PER TABLES 1-3 1 13 N1mlOed• 1 13 1 1 1 3 W9 1 I o MAX.UNIT SEE MAX.UNIT 13 j g n 9 HEIGHT op NOTE HEIGHT 1 3 s I' PER 2,THIS PER TABLES I-3 i W TABLES I-3 ��joSHEET. POCKET � W EMER R 1 3 ,IENNq�/��i�� A1C NSF •.'A 5-PANEL CONFIGURATIONS w CORNER, . 3 ' * No.58705 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) e,- o rseaa"+: u.,t�" of i g m,.aW 1070TEI HNOLooYORW EXAMPLE CONFIGURATIONS =0 •.•.. STATEF °am' Rte" N.VENICEFL 34176 (941H60-16m SERIES 670 ALUM.SGD-NON-IMPACT 7,, ONAL ,��` sermxm.e swyew R.r. A.LS N Mm 1 A,P.E. CERT.OFAUTFL M2B0 ® so�7o NTS 2 a 22 PGT0128 REA 58705 JR 02/20114 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-114"@ 120"HEIGHT LOCATIONS USING DETAIL"JW,"Jc","KW'OR"Kc"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 z pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -�`r---i CAN.BE OXXXp. Jw c I 1 1 s a 1 1s a i 2)90"8135"CORNER CONFIGURATIONS CAN BE A COMBINATION IL dn MAX.UNIT 1HEI 0 lav 1 1 iota OF ANY 2 STRAIGHT CONFIGURATIONS. 96"OR 120" 20° s u��s% 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. "X"=OPERABLE PANEL, POCKET i "O"=INOPERABLE PANEL, POCKET 6-PANEL CONFIGURATIONS 1 3 �—DETAILLETTER MAX.UNIT WIDTH W=WOOD OR METAL INSTALLATION "c"=CONCRETE INSTALLATION NOM.PANEL WIDTH w cc SHEET NUMBER PER TABLES 1-3 t 1 3 c i DLO WIDTH=NOM.PANEL WIDTH-7" 1 13 9 9 i i DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 1 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866 MAX.UNIT " �$h HEIGHT 12 13 PER TABLES 1-3 POCKET 7-PANEL CONFIGURATIONS 1 MAX.UNIT WIDTH 0 f"Code NOM.PANEL WIDTH 80 c E'Pin"aw PER TABLES 1-3 t3 gT Li etwapi w9eoaw 9a J dh 13 1 9 a 1 loko MAX.UNIT / ,z$h HEIGHT 13 s 1 s s / , <Wk PER TABLES 1-3 / / / / / / / / [ 12s 1 PocKEr i$10 \\\,o LYNNIL 8-PANEL CONFIGURATIONS Q; 3 3 13 *'. No.58705 *' R"wOby: hle RMbu' �� 1 'I�� 15',.y\ 1070 TE, EXAMPLE CONFIGURATIONS N.VENfCE,FL 39776 iec �`s''•�ORIOP.•''G\ 184 ,E SERIES 670 ALUM.SGD-NON-IMPACT S1� wa"n BF a� awm o.m: ® swwx am d.,e w.+ww Rw: /"ky O' Am1�.�p,'P.E. JR 01!20/14 CERT.OFAUTH.7!79188 .1.0 NTS 3 d 22 F�T0128 P. Ji 58705 GLAZING DETAILS (G1 &G1A) 3/16"T GLASS 74 EXTERIOR 82 a 3/4"NOM. GLASS 78 BITE EXTERIOR 54 3/16"TEMPERED GLASS,TYPE G1 1/4"T GLASS 74 EXTERIOR 52 a ,coc�oylna with the Mln" Buldln8 Coale AeP1.0me ate�� 3/4"NOM. Eepirelloo Oete GLASS 75 BITE 54 ��IIIIII! E /_4iiT;EMPERE19 ASSP. ,T�YG,1A .��pN�LYNN GL No.56705 �Y GLAZING NOTES: "T"=TEMPERED p {{ R.W. amc nn+,wa a,vteae nQ STA EO ' .'.((/-� r979TECNNaoovn>vvE GLAZING DETAILS � FLORIOP.•'G\\,� N.VENIC�,FL 31276 ny /,//// S .•.•.•• �� ": RM4mr (94x}4804600 6SERIES 670 ALUM.SGD-NON-IMPACT '/s;..IINFI�1t-�E annex: ore: aud�ou 9nm: A.LYNN�ILLI:R,P.E. JR 0720114 CERT.CrAUTN.N29298 500870 NTS 4 a 22 PGT0128 P.E.#68705 GLAZING DETAILS(G2&G2A) 1"NOM. 3/16"T GLASS 5/8"AIR SPACE 3/16"T GLASS 74 EXTERIOR a83 56k314" NOM. LASS BITE 79 55 1"I.G.GLASS,TYPE G2 1"NOM. 1M'T GLASS 112"AIR SPACE 114"T GLASS wv*eo rGLASS n SVR aN►do�IaAd. EXTERIOR / -01 .JI a 83 8y 5s 79 55 11111111/ LYNN 1"I.G.GLASS,TYPE G2A ' ' No.58705 �r GLAZING NOTES: "T"=TEMPERED30+ m 15 W roaey. are ee,o-rom c..afan O'•. S ATE 00F Oy. are RMfbax N.70GLAZING DETAILSf0VENIHFL34176 %,��'••.�[oR1o1;..•'G��: E-11WE114 SERIES 670 ALUM SGD-NO N-IMPACTS111 � lA.LYNN MILLER P.E. JR CERT.OFAV7N.#20206 SOD-670 A�'S 5 d 22 PGTO128 P.E.O 58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP For comer astragal anchorage on 901 or 1351 tamer unfls,see sheet 11 __ (Water Infiltration Rating) �DoorAnitlHe lit .d' I Table applies to all Glass types and Sill Riser Height OH LENGTH V� W It�l�84��I�i� �Y s6 (+)Design the SlilelAslragal types shown below. 89 7/8'DLO .18"� S7/ • - 718' LO (Flat or Box,see F- Posilive(+)DP may be limited by Sheet 17 Pressure,psi = Table IA. ehor Group AnchorGmup AnchorGmup 1lnchor Group ) OH LENGTH W lY I 2 3 a 1 2 3 4 1 2 3 a 1 2 3 4 Flush-1-112• see note 3 OH RATIO= OH HEIGHT x of OH RATIO i 1 Des nPressura +90.0/-127.1 +90.01420 +90.0/-110.8 +90.0/-1029 Lowy21/2-'1i r�+40: = p 24' 17" Head/S01 CAN 04+1 C4+1 C4+1 C4+1 CAN G4-1G7+1 C4+1 C4+1 G4-1C4+1 C4N CA+1 C41 04+1IMedium�3,1(,4;♦�160:0J�1�r.7 Q DLO Jamb a 8 1 8 1 8 8 8 1 8 1 6 8 1 8 8 8 8 8 8 8 P-hook 8+7 8+7 8.7 8+7 7+8 7.8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 Hlgh-4"a Design Prassure +90.0/-106.3 +90.0/-100.2 .90.0/4Z2 +85.3/-85.3 SEE NOTES 1-3 SEE NOTE 3 30, 23" Head/Sal GN 04+1 CAN I C4+1 C4+1 C4+1 C4+1 1 C4+1 C4N C4+1 C4+1 CAN C4+t C4+1 C4+1 G+1 DLO Jamb a 8 8 8 6 8 8 8 a 8 8 8 a a a 8 P-hook 8+7 6+7 6+7 8+7 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 1+8 NOTES: DesilynPiassum +90.0/42.9 +87.3/-97.3 .80.0/-60 +73.8/-73.8 38" 29• Head/Sill 04+1 C4+1 C4+2 G*2 C4•1 CA+1 C4+1 C4+1 C4*1 C4+1 GS+1 C4•1 Ca+1 Gt+1 C4•1 G7+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL. DLO Jamb a a 8 98 8 8 8 8 8 8 8 a B 8 8 P-hook 8+7 8.7 6+7 6+7 7+8 7+6 7+8 7+6 7+6 7+8 1 7+8 1 7+8 7*a 7+8 7+a 7+e 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING Das n Prassure +83.7/•83.7 +78.4/-78.4 +71.6/-71.6 +65.8/•65.8 THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL, 42" 35" Head/Sitl C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4.2 C4r2 C4+1 G4+1C4+2 C4+2 C4+11 C4+1 C4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE a DLO Jamb 8 a 8 a 8j 8..l 8 1 a 8 1 8 1 6 1 a 0 8 a a 1A' P-hook 0+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 .7+8.dzr8r r7+8" �Bi 709 7+8 7+8 7+8 Design Pressure +77.11-77.1 +720/-72 X65!5%6591 tr +60.0/-60 41" Head/SIII C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+.Cq+2;C4+2,G+2 CI+2;G4.2 C4+2 C4.2 C4.2 3)4',3-1/4 3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS DLO Jamb 6 a e e a e a a te■fal0(saw 4ie�l 6'e 8 8 e THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT P-hook 0+7 6+7 6+7 6+7 7+a 7+8 7+a 7+ aJ3a * "7+9"°7+6 1 7+e 7+87+6 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN Design Pressure +72.5/-72.6 +67.4/-67.4 +61.0/-61 +54.7/-54.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA 54" 47• HeadlSll 21+212L+2 m C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4. C4.2 G+2 C4. C4+2 C4+2 C4+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER DLO Jamb 6 s e e a a a a a 8 a a a a a e INFILTRATION. P-hook 8+T a+7 8*7 6+7 7+8 7+8 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 Des nProssuro +69.1/-69.1 +64.0/-64 +57.6/•57.6 +60.6/30.6 ff 53• Heedf8ill C4+2 C4+2 C4+3 CA+3 C4+2 C4+2 C4*3 G1*3 C4+2 C4+2 04+24+2 C C4+2 C4+2 C4+2 04+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT DLO Jamb s e e a a e a a s e e 8 a a e 1 e INFORMATION. P-hook 8.7 8*7 8+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7*8 7+8 1 7+8 I 7+8 I 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED. r1WMWT kXV16RD PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" ui+ecytjlep."rbe rblds iwdiecaar 4'_'o Z A W"U w THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. C'Phvlen Oita Straight Astragal Lockstlie @ 90'Astragal Lockstlle @ 135"Astragal Lockstlle @ Interlock P-hook Lockstlle @Jamb Assembly Straight Astragal Assembly 90•Astragal Assembly 135°Astragal 6SI Oeh Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty5tlle Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Standard Astragal Outside Corner Inside OutsideCorner Corner Inside Corner Outside Inside Corner Corner .017 Part N60(Stile) Part 461(Stile) part 11119(Out.) Part H61(Stile) �� oN..•LYNN Part 960(x2) Part 1160 Part N60 Part 860 Part H118 Corner Parts 931&032 Part 1161 :� t' ' VtCFN Part U67(Astragal) ( Part 9120(in.) P Receiver) (Corn.&Fxd Mount) x;' No.50705 ar ow:• Rntwv: a."1 '�0 SPATE OF a.m R \ 1070 TECNxOLOOVDRfVE DP AND ANCHORAGE ' �'••.FtoRlor',.•' N'5 N.VENICE,FL31775 mY !iss� ar a� SERIES 670 ALUM.SGD-NON-IMPACT �, CNAL E, (941}4861600 s.wsbae sde: u++rva+ A.L�'HNMIBL'Ed P.E. JJR 02720/14 aw CERT.OFAUTH.N29296 ® 80DA70 NT$ 6 d 22 PGTU126 P.E.958705 TABLE 2: TABLE 2A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2 S,3) Sill Height to Max,(+)DP For wn.r astragal ancharego on e0•a 135'.omer anile,...heel It (Water Infiltration Rating) Tablo applies to 00 Olaae types and Door Unit HOW the StilefActmOal typaa shown 80• °'4' 90' 102' 1 t 4• 120' S1II Riser Height + Des n bolam PooBho(+)OP may be •7 8 3.7/9 0 79-718•D 7 Bt-7!B'DLO s7•ve•D 1 •(B•Dl o t -/e•DLo (Fiat or Box,see ( ) limited by Tablo 2A. Ana roup ro rGroup Anc r roup e r roup c orOroup nc rOroup Anchor p Anchor roup Sheet 17 Pressure,p5f =+;,2""73 4 1 2 3 4 7 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ) Das n Pressure . .0 .90.01-133.0 +a.o -22.0 .s0. /-174.0 +90.0/- 0 +s0.0/•9.0 + .o Sso + °/Se.O Flush-1-1/2" see note 3 24' 17• Hoad(SiH r0.+f C4+t C4.1 G4N CAN C4+1 CAN C4+1 C4+1 c4+f ca.1 CA+1 G1+1 ca+1 caal cn+1 CAN rA+t c4.1 CAN ct+1 C4N 24.1 21+1 CAN CA+1 ca+t D4+1 GIN ca+1 ca+1 c4+1 Low-2-112" +48.87 DLO Jamb 8 ° 8 e 8 8 8 8 8 B e 8 8 8 8 B f0 10 10 f0 10 10 f0 70 10 10 10 10 10 10 1010 P4aok 617 7+0 7+8 7+0 7+8 7.e 7+8 7+8 7.8 7+8 7+6 7+8 7+8 7+e 7.8 7+8 0.9 8+9 0+9 8.8 8+e 8.9 8+9 8+9 9+10 9+10 9+10 9.10 9+10 9+1019+1104M Medium-3-1/4' +80,0 Dosrgn Pressure +90.0/•141.8 +90.0/-133.6 +90.0/-722.9 +90.0/-113.8 +90.0/-105.9 +90.0/•99.1 +90.0/-93.1 +87.6/-87.8 High-4" +90.0 30, 23• HeadlSHi C5+1 C5+1 C6+2 C5+2 C6N 05+1 C5+2 C5+2 C5N C5.1 C5N C5+1 C5+1 C5N C5+1 C5+1 CSN C5+1 C5N C5+1 C5N CS+t C5+1 C5+1 C5N C5N C5N C5N C6+1 C5.1 C6+1 C5N SEE NOTES 1.3 DLO Jamb B 8 to 8 0 0 t0 8 8 8 10 8 8 e t0 8 10 t0 10 10 10 t0 10 10 10 10 10 10 10 f0 10 10 P4aok 7+8 8+9 8+9 8+9 7+8 8+9 8.9 6.9 7+8 8+9 6+9 8+9 7+8 8+9 8+9 0.9 8.9 0.9 8+9 8+9 8+9 8+9 8+9 8+9 9N0 9N0 9N0 eN0 A. 9+10 9+10 9N0 Design Pressure +90.0/-123.9 +90.0/•116.4 +90.0/-106.7 +90.0/58.5 +90.0/51.4 +85.3/•85.3 +60.0/-60.0 +753/•75.3 36, 29• twad/810 CS+2 CS+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5.2 05,11C,5+11 C5+2 C5+2 C6+1 C5N C6+2 C5+2 C5N C5N WIMP C5+7 C6+1 C5N C5+1 C5N C5N C6+1 C5.1 DLO Jamb 8 8 10 8 8 8 f0 8 8 8 10 e 8 8 10 8 1 0 10 10 t0 10 10 10 10 10 10 10 10 f0 10 10 f0 PhK 7.8 8+9 8+9 8.9 7+8 8+9 8+9 8+9 T+8 B+9 0.9 8+8 7+8 8+B 8.9 0.9 819 8.9 8+9 8+9 8.9 6+0 8+9 8.9 9+10 8N0 eN0 9+10 9N0 9N0 9N0 9N0 Design Pressuro +900/-111.6 +90.0/-104.5 +90.0/-954 +°7.6/57.6 +61.3/51.3 +75.7/-75.7 +70.6/-70.8 +555/•66.5 35' Head/SI8 C6+2 C5+2 C5.2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5.2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5.2 C5+2 C5+2 C6+2 C6+2 C5.2 C5N CSN C5+2 C5+2 C5N C5N CS.2 C5.2 Q. 42' DLO Jamb 6 8 f0 ° 6 0 10 e 8 8 10 B 8 8 10 8 70 10 10 10 10 10 10 10 10 10 10 10 10 10 f0 10 P-hook 7.8 8.9 0.9 8+9 7+8 8+9 8+8 8.9 7+e 1 8+9 1 8+9 1 8+9 7+8 8+9 8.0 0.9 8.9 8+918+91 8+9 1 8+9 8+9 1 8.9 1 8.9 19+1019.10 9+10 9N0 9+1a 9+10 9+10 9+to Design Pressure +90.0/-1029 +90.0/•950 +87.3/-87.3 +80.0/•80.0 +73.6/-73.6 +656/•68.6 +64.0/b1.0 +60.0/•60.0 41' Fwad(5111 C6+2 C6+2 C5+3 C6+3 C5+2 C5+2 C5+2 C5+2 C5+2 C5.2 C5+2 C5+2 C5.2 C5+2 C5+2 C5+2 C5.2 C5+2 C5.2 Cb+2 C5+2 CS+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 DLO WIDTH= DLO Jamb 8 8 16 e 6 8 10 0 6 8 10 8 B e f0 8 10 10 10 t0 10 16 1D 10 10 10 f0 f0 f0 10 10 10 P-hook 7+8 8.9 0+9 8+9 7.8 8.9 8.9 8+9 7+8 8.9 8+9 8+9 7+8 8+9 8.9 8+B 0+9 8.9 8+9 8.8 8+9 8+9 8.9 8+9 9+10 9N0 9N0 9N0 9+10 9+10 aN0 BNp NOM.PANEL WIDTH-7" Desrn Pressure +63,0/53.0 +77.2/•77.2 +69.6/.618 +018/-59.8 64• 47• twad sm C4+2 C4+2 C5+3 C5+3 C4+2 04+2 C6+2 C6+2 C4+2 C4+2 C5+2 C6+2 C4.2 CA+2 C5+2 C5+2 DLO HEIGHT= OW Jamb 8 e 8 6 8 a s 8 a e e s s e 8 e DOOR UNIT HEIGHT-10.125" P-hook sw 7.8 T+e 7+8 7+e 7.8 7+a T.1 7+8 7.0. 7.9 7+8 7+3 1+8 1+6 7+8 Not available In these sizes Dos nPressure +79.2/•79.2 +733/-73.3 +66.0/•66.0 +60.0/ .0 i�� twad/stnC4.3 C4+3 C5+3 CS+3 G4+ C5+3 C5+3 C4+2 CA+2 C5+3 C5+3 C4.2 CA+2 CS. C5+2PANEL HEIGHT Jamb a 9 a e e e a e e a e 6 e 8811 6 B DOOR UNIT HEIGHT-1.866" P4-1 BN 7.8 Ne 7+8 7+8 7.8 NB 7+B 7+° 7.8 7.8 7+8 7+8 717+8 7+B O= EXAMPLE ON SHEET 9 THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamh Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstlle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty5tile Heavy-duty5tile Inst e Standard Astragal Outside C Outside Corner Comer � Z1dI.11CTN►VtlED WT_ u 4nalelYi.2 wNh Ibr Florid+ L"I'w. Inside Araptaee.Na )Y�1�-(1 Corner Outside 0 1,- Part icy Inside Corner a �� ; Corner Stile) Part#61 Part#61(x2) Part 461 Part H61 Part 461(Stile) Part#61 Part t9118((Corner Part 4319(Out.) Parts H31(&tH32 Part g61 M Part 1167(Astragal) Receiver) Part#120(in.) (Corn.&Fxd Mount) NOTES: 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH 3)4'.3-1/4"AND 2-W'SILL HEIGHTS ARE TESTED FORWATER WHERE WATER RESISTANCE IS NOT REQUIRED.MAX POSITIVE DESIGNPRESSURES SHOWN IN TABLE ION WHEREASTHE 1-1/2'SILL I2 MAY BE USED WHEN THE DOOR IS � \�.��tS NOTAND MUSTONILY BE USED �44 LYNN Aye PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR y of OH RATIO a 1 : N�.•'11GENSF(`�f' WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. _ 3C No.58705 ;~ 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH OH HEIGHT 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3 =IJ, 3°�)S ::54 ti ey. 0.e.• HnLb,.� !7 LATE F �-Oi2�0/1' . f0707ECHNOLooYDRNE DP AND ANCHORAGE 4,N.VENICFL34276 ` ORID SERIES 670 ALUM.SGD-NON-IMPACT 'SL's/0fgAL 00(941}480.1600 ti /11A1b`(NN•MILL0: ,P.E. pJR d� CERT.OFAUTH.C2 M ® 5017570 lVT3 7 d 22 PGT0128 P.EJf 58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) 5111 Height to Max,(+)DP For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (Water infiltration Rating) Table applies to a0 Glass typos and Door Unit Haight SIII Riser Height OH LENGTH +- the Stile/Ast2 all 's �' 90 98' (+)Design g types shown - {Flat or Box,sea lF- 69-718"OLD 73-718'DLO 79-718"OLD 85.7/8'0 O Pressure,psi 2 below.limited (+)le maybe Shoot t7) limited by labia 3A. AnchorType AndhorType, nehor Typa AneharType 1 2 3 4 7 2 3 4 1 2 3 4 1 2 3 4 Flush'1-112' see note 3 x � OH RATIO a 1 Design Pressure + - + - + - -7zz u Low-2-112' +46.87 = o 24" 17' Head/Sill CA+1 C4+1 04+1 04+1 04+1 C4+1 04+1 04+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ Medium-3-114' +60.0 O OLD Jamb 8 8 a 8 8 8 8 e 8 a a 8 8 8 e 8 High-,f +90.0 .t1. P-hook 6+7 7+8 7+0 7+8 7+8 7+g 7+8 7+8 7+e 7+8 7*8 7+8 7+g 7+8 7+8 7+e SEE NOTES 1-3 Design Pressure +90.01-169.5 +90.0/450.3 +90.01439.2 +90.01428 30' 23' Head/Sill C5+2 C5+2 C6+2 C9+2 C5+2 C5+2 C6+2 C6+2 CS+1 G5+1 C8+2 C6+2 C5+1 C5+1 C8+2 C6+2 OH LENGTH DLO Jamb a 8 10 8 8 8 10 8 8 8 10 8 8 B 10 8 OH RATIO=OH HEIGHT P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+e 9+10 9+10 9+10 8+8 9+10 9+t0 1 9+10 NOTES' Design Finasurs +90.01-139.4 +90.01-130.9 +90.0/-120 +90.0/-110.8 POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"Stlt. 36' 29' Head/Sill C5+2 C5+2 C8+2 C8+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C6+2 C5+2 C6+2 C8+2 1) DLO Jamb 8 8 10 9 8 1 8 1 10 1 8 8 t a 50 8 8 8 10 8 P-hook 8+919+1019+1019+10 8+e19+1019+1019+10 8+9 6+1019;1, 9+10 a+9 9+10 9+10 j g+10 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 48.67 PSF MAX.WHEN Design Prassu's +90.01-125.5 +90.0/417.6 +90.01-107-3 +90,0/-98.7 USING THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4" a 42, 35' Haad1S81 C5+2 C5+2 C6+2 C6+2 oe+2 C5+2 C8+2 C8+2 C5+2 C5+2 oe+2 C6+2 C5+2 C5+2 C8+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). OLO Jamb 6 a 10 8 a 8 10 8 e 8 10 1 8 8 1 8 1 10j a SEE TABLE 3A. P-hook 8+919+1019+1010+10 8+919+1019+1019+10 8+919+1019+10 9+10 8+g 9+10 0+10 9+10 Design Pressors +90.01-115.7 +90,0/-108 +90.01-98.2 +90.0/-90 3)4-,3-1/4-AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION 48 41' Head/8gt C5+3 C5+3 C8+3 C6+3 C5+2 C5+2 CB+$ C8+3 C5+2 05+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER DLO Jamb a 8 10 8 8 a 10 8 a 8 10 8 8 8 10 8 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN P-hook 8+9 19+1019+1019+10 6+e 9+10 9+10 0+10 8+919+1019+1019+10 8+8 9+10 9+10 g+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG Design Pressure +831.83 +77,21-77.2 +69.81.69.8 +62.61-62.8 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT 47" Head/Sill C4+2 04+2 C5+3 C5+3 C4+2 C4+2 C5+2 C6+2 C4+2 04+2 C5+2 C5+2 C4+2 C4+2 C4+2104+2 DIAGRAM),THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OLD Jamb 8 8 B 8 8 8 8 8 8 8 8 8 8 8 8 P4wok 6+7 7+814+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 7+6 7+8 7+8 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND Design Pressure +79.21-79.2 +73.31-73.3 +661-66 +58158 EMBEDMENTSHEET 10-14 FOR A 80' 53' Head/Sfll C4+3 C4+3 06+3 C5+3 C4+3 C4+3 C5+3 CG3-C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 N. DLO Jamb 8 6 8 6 6 8 8 8 8 8 11 8 8 6 8 8 P-hook 6+7 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+e 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED. DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, PRODUCIWD DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ""OW►kr lk1b. u tarptlta�w61 t!r ikrida Bfpintico�od PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" A.-PtairDWo�r/ f v THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. 8Y ' �' interlock P-hook Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Nlud, a s"Cpsod Assembly Straight Astragal Assembly 90"Astragat Assembly 13S°Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile tnde Heavy-duty Astragal OutsideC ` Outside Corner Carnet e Inside f tttislttrr Corner Outside `��SONY LYNN dyle Inside Comer Corner ��.•'4tCENSE''•lF.p�� Part#61(Stile) Part 061(Stile) P Part g61 x2 Part 861 Part q61 Part A61(Stile Part g61 Part H118(Garner Part 8119(Out.} parts 431&432 Part 861140.50705 ( ) Part 1768(Astragal) Part H120(In.) _ Receiver) (Corn.&Fxd Mount) u t ( vtr ; ar arm: wM.Y.a: onrNenc %U�'. STA E OF€•5;<U: a 1070TECHNOLOOYDRIM D IV.VENICE,FL 34276 :PANDANCNORAGE NAt-��: """""� iearp+ealsoo SERIES 670 ALUM.SGD-NON-IMPACT 'Jrrrt tttt\ an+w.ac erw: u+"`ic� �' A.LY�(1 MILLER,P.E. SJR �%20/14 as CERT.OFAtJ1ilA7aTaH ffi 3©!187922 $ °r 22 PGT0928 P.E.959705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, SEE"C5" MAX.UNIT WIDTH —DETAILS,SHEET 10 REQUIRED@ SPLICE EXTERIOR (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"CS"CLUSTER DETAILS, FOR ASTRAGAL NOTE, PLANE)SEE TABLE 2.SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C. THIS POCKETS INTERLOCK CLUSTER,SEE AND 60"NOM. DETAILS,SHEET 11 SHEET SEE POCKET (8)P-HOOK PANEL WIDTH au I - JAMB MOUNTING -MAX. INSTALLATION, ADAPTER 6. 1.0 HIS SHEET ANCHORS MIDWAY 4 x EET140 BETWEEN P-HOOK 4 PAIRS OF ANCHORS&AT 3" I 0 x FRAME ANCHORS FROM TOP& 11 k (o ANCHORS 9 . (TOTAL8 BOTTOM ❑ 14" U I UNIT 21'MAX ANCHORS) 4.051' OPENING MAX.O.C. 0 1 14'MAX.D.C. 9 HEIGHT O.C. PER JAMB EDGE OF POCKET SEE 0 o=P-HOOK 0 ANCHORS (SEE JAMB INSTALLATION i ;u I DETAIL DETAILS'Jc&'Ke, 12 z 'o END PANEL SHEET 14&PAR Ims i m o=P-HOOK BELOW) / \—ANCHORAGE DETAILS'X&W ;U MOUNTING 24"MAX. (2 ANCHORS) SHEET 19 FOR 3*MAX. ADAPTER O.C. ANCHORS P-HOOK L---_-_ '12' 6'MAX RX X ANCHORS X x x END PANEL ANCHORAGE END EL x x x X S*MAX. ANCHORAGE(SEE C�H GE f4k�� '12 SKETCH BELOW) M_" Vi '+2' ANC (SEE SKETCH BEL 3 ICENTERLINE 8'MAX., P. N&MINNA N'T 12' ANCHORAGE ANCHORAGE OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE 24"MAX. PANEL,2 TRACK,90- =XXO-EXT.MOUNT POCKET ANCHORAGE PLAN.• O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1)APPROVED ANCHORS:SEE TABLE A,SHEET I ANCHORS MAY BE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: AS NEEDED TO ALIGN THE .. EXTEMOR HEAD OR SILL IF A SPLICE 60" 0 -ECENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. Nom < INTERLOCK APPROPRIATE TABLES,SHEETS 0.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL / SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH / \—DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM, FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY MODUCT kk'VjW.0 S.W "19mPWRI-fth the Rod& "+2•ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR R.ldlrgCodq 77-4y A—po N. CLUSTER IS OVER 24-,OTHERWISE ANCHORS ARE NOT If E.pirati-0.Out 3.5% 7- REQUIRED AS PER THE FIGURE AT RIGHT: 6'MAX. _ECENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O,C.(JAMBS),14'MAX.ANCHOR OF PANEL z O,C.(P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-6. SEE L- CK "rodo""t P-HOOK ANCHOR DETAILS ON SHEET 14. FRATRAMEJAMB REQUI ES "+2"ANCHORAGE SEE"05'CLUSTER END PANEL ANCHOR PAIR co CENTERLINE CENTERLINE Ll 'CLUSTERS DETAILS,SHEET 10 ANCHORAGE DETAILS, nnI 4_or MAX. DETAILS,SH FOR ASTRAGAL (2 ANCHORS) 8. SHEET -OF INTERLOCK ASTRAGAL 4.051" --1 1— 3.5' Ile k =Z "Fl y x A/1,4 x y //a zLt 48.: L NN J, x S No.58705 R �_CENTERLINE '-12'ANCI` -+2-ANCHORAGE CENTERLINE EXTERIC2)R q'G ANCHORAGE CENT6RLINE OF PANEL 3 OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS fOrOTECHNOLOaVORAE ANCHORAGE SPACING&EXAMPLE PLANS MATE OF 411 N.VENICE,FL 342715 SERIES 670 ALUM.SGD-NON IMPACT ZONAL o A.Ll'k�AILTA,\P.E. JR OZZ/14 CERr.CFAVW.M296 NTS 1'9 -22 1' P.E.9 58705 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2,04^ INTERLOCK�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK IF IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 6"DIAG. 1.75" EXTERIOR 3.5" 7" 7„ 1.75" 3.5" �— 21" DIAG. "DI G. MAX. D.C. EXT ERIOR C2..04' 2.04" 2.04" 21" 5.64" MAX. PT3.5-f�7" EXTERIOR 4"DIAG. 7" EXTERIOR 7 3.5" O.C. �L 1 7" — 6"MAX. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL (7a.ASTRAGAL OR INTERLOCK Cad ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK —2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX. ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-�IF NEEDED INTERLOCK CONDITION,USE INTERLOCK�`IF NEEDED exrERloR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 2'04" 3.5" 3.5"+- 3.5" 7" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT.OR INT. a 2.04" 14"DIAG. MAX• TRACK(INT.SHOWN) 4.08" 4.08" O.C. 2.04" 5.64" NOTES: 1.ALL DIMENSIONS SHOWN EXTERIOR 7„ EXTJE'lRIIOR 7" y 4"DIAG. EXTJE�RIOR 3.5' 3.5" ARE BASED ON MIN. ID 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL I/ 3-TRACK FRAME HEAD/SILL 6^M ALLOWED. an.ASTRAGAL OR INTERLOCK Ca)ASTRAGAL OR INTERLOCK (a�ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICED R SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY: h►Ytaco ASTRAGAL ONEEDED II (FOR SPLICE CONDITION,DO NOT 11 tm" I"N MtM I,.mt . INTERLOCK-1—IF INTERLOCK CONDITIONUSE, INTERLOCK USE THIS DETAIL) SPLICE LOCATION R-Id+"scoa" C6" CENTERLINE I CENTERLINE I CLUSTER DETAIL) CENTERLINE IFNEEDED " 61PIr"rb"D"t 1.76" 3.5" 3,5" e 3.5" 3.5" 7" ey� I I e4rolu, Pr"d"nc 2.04" 4"DIAG. 2.04^ 4"DIAG. 2.04" 2.04" 6.37"DIAG. 4"DIAG. 4.08" 2.04" ``�ytnu4rrr 4"DIAG. 3.5" EXTERIOR EXTERIOR 7' EXTERIOR 7" 3.5- `P��,•''�,\CENSE'•.,(�,y �� ID 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL = No.58705 �r ASTRAGAL OR INTERLOCK CID ASTRAGAL OR INTERLOCK (a).ASTRAGAL OR INTERLOCK _ (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') __ }'�—`- ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION S Or tS t ` STATE OF �7V` 1070TECH NocoovoRrva ANCHORAGE,EXAMPLE CLUSTERS %c<S'••.<ortw�.•'G� N.VENICE,£194275 SERIES 670 ALUM.SGD-NON-IMPACT ;UNAL 1, m rm aa. /w1,L4eo•lcoo sw.ltosr saw srox t}.+row rar A.LYNN MI JR LLER,P.E. 4ioaoa 08°'' CERT.OFAUTN.A292W ® W.70 NTS 10 "'22 PGTU728 P.E.N 58705 07/10/14 2.04" 2.04" INTERIOR INTERIOR INTERIOR 2.04" INTERIOR 2.04" NOTES: 7� 1,ALL DIMENSIONS SHOWN 4 4.1 DIAG. 4"DIAL. 8.94" ARE BASED ON MINIMUM 6.12" 6,12" 3.5" 3.5" ALLOWED, INTERIOR R'O R 7" ?4- Z.ulf 2'o " NTE 4'DIAG 3 6 EXTERIOR EXTERIOR 11 Ric *4 INTERIOR INTERIOR 7" 2.DETAILS DEPICT ANCHOR 0 .40. 3. 41INTERIOR EXTERIOR 3. 1 EXTERIOR QUANTITY AND SPACING, AND WOULD BE IDENTICAL EXTERIOR 4"DIAG. VDIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS, 3.5- 4- 4" 1 f ---4 3-6" EXTERIOR 2.04" EXTERIOR 2.04" 7 Z04- -J EXTERIOR 4" 2.04" 7- 4� I-- "+I'ANCHOR EXTERIOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK-F—RAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAMEHEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE ANCHORS ARE REQUIRED,-�C4) ANCHORS ARE REQUIRED,'gT) ANCHORS ARE REQUIRED,'g4 ANCHORS ARE REQUIRED,'C6' OF PANEL 4..08" INTERIOR "+2"ANCHOR EXTERIOR INTERIOR. 4' 4.08" "+I"ANCHOR 2.04' INTERIOR 3.;j 7 41' 1 4"DIAG, 0. 3T INTERIOR 4'o 7.41 7- 1.7*0R 135' .3 1 EXTERIOR CENTERLINE 3.5- OF PANEL 4.08" "+3'ANCHOR '�5. 5.37"0[AG. S.3 71"D A G.. 7- _: — I CENTERLINE EXTERIOR 3.61 4" 3.5" OF PANEL 2.04", 4"DIAG. 7. ON EXTERIOR. 7- 4- INTERIOR "+2"ANCHOR 90°CORNER EXTERIOR ALL 15- 135°CORNER VIEWS — 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE ANCHOR CLUSTER REQUIRED ("CB"ANCHOR AT ALL 3-TRACK CORNERS) :ANCHOR CLUSTER REQUIRED OF PANEL AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 12" 2.04" INTERIOR 2.04" T; M00VCrkb!VtbXV 3.5" "--plyl-a-Itb M.pbrid. .12" P.Idl"C.lt 4- EXTERIOR 6.88" A—pla—Ma if INTERIOR c4irsti. INTERIOR 90* 3.5" 135° '43"ANCHOR 4" 2.04" tmdwo D A 7- 6*8"— IN INTERIOR LCENrERLINE 6.12" "DIAG. 3.6' 6.12" 4.Or 7" EXTERIOR '0' 2,04- 4' N%%kiIIIIIII, EXTERIOR 4"DIAG, 3.6" ' ! �'\ - I—. Q 7" 4- 3.5' —.4 EXTERIOR GENTERLINE :` DI" 4 90°CORNER 2.0� �—o NEL 135'CORNER 4-TRACK FRAME HEAD/SILL4-TRACK FRAME HEAD/SILL ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL No.58706 C'�gff'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) STATE Ok 1070TECHNOL00YoRiVE ANCHORAGE,EXAMPLE CLUSTERS N.vENIcE,Ft 342?6 WIP80-16w SERIES 670 ALUM.SGO-NON-IMPACT -a;;,—By. jur�lb*b JR CERT.OFAVM.#29M 22 A.LYNN MILLER,P.E. so"70 NTS 11 PGTO P.El 68705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1116"' 2-1f16 2-1116"• NOTES: EXTERIOR 1/4" 1/4„ 1/4" 1.ALL DIMENSIONS MAX.a rAX. SHOWN ARE BASED o SHIM EXTERIOR o 1 MAX.S EXTERIOR SHIM ON MIN.ALLOWED. i tt 111 (I i T 2.METAL OR WOOD EMBEDMENT: T j `r t SUBSTRATES MAY BE SEE TABLE A, JJ USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 •DIAGONAL O.C.IS ®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) w WOOD INSTALLATION Bw WOOD INSTALLATION �METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR OT &TABLE A,SHEET 1 NE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.)] 1 SHEET 1 SHEET 1 J (1/4"MAX.) (1/4"MAX.) T EXTERIOR I EXTERIOR E%TERIORT EMBEDMENT:SEE 1�3 TABLE A,SHEET 1 2-1/16"' <�] 2-1116"* 2-1f16"' EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, Tl SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 CK Dw E SILL WOOD INSTALLATION Ew WOOD CNS ALLATION F- MEME SILL TAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TUODUCT Ic4 VIA..0 TABLE A,SHEET 1 ~I SHEET 1 socouolusrrfi Ib 17141'1, EDGE DISTANCE: B.�coft 2 l� EMBEDMENT:SEE SEE TABLE A, METAL TYP., �- 1— =' TABLE A,SHEET 1 SHEET 1 SEE ANCHOR — 2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1 �s l TYP.,SEE ANCHOR SEE TABLE A, TYP SEE ANCHOR f NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16" SMS ANCHOR TYP., 2-1116"• SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET 1 MIN.OF 3 SEE ANCHOR NOTES 1 WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 O SEE ANCHOR NOTES BEYOND THE EXTERIOR EXTERIOR TABLE A,SHEET 1 EXTERIOR METAL ` O"�,1GENS / SUBSTRATE �. 1/4"MAX.SHIM { 1/4"MAX.SHIM --I If 1/4"MAX.SHIM —��— _ I4 _ No.58705 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION — BY• OBIS .STATE Vor 109TECNOLGYDRE ANCHORAGE DETAILS NC0RIOP VENICE FL 34276 .)•s•' \�� •••• G B,msra� SERIES 670 ALUM.SGD-NON-IMPACT (e4I}a9a 7600 saw �"aa u••Bn»a R. a LYNN M1uueR`P.E. D1F°� °•4' Oidi° ron' CERT.OFAUTN.#29296 506870 NTS 12 d 22 PGT012B P.EN58795 JR 01/20/14 INSTALLATION DETAILS - EMBEDMENT:SEE TABLE A,SHEET 1 - EMBEDMENT:SEE TABLE A,SHEET I NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1,ALL DIMENSIONS PER TABLE TABLE A,SHEET I CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET I SHOWN ARE BASED A,SHEET1 2-1/16"' PER TABLE- 2-1/16" PER TABLE- 2-1/16"* ON MIN,ALLOWED. A,SHEET I A,SHEET1 X 114" •DIAGONAL D.C.IS MAX. MIN 4"(HEAD&SILL) SHIM OR W(JAMB)SEE EMB DETAILS,SHEETS 1/4" EXTERIOR 1/4" EXTERIOR SEE MAX, L MAX. 0&11. SHEET 1 SHIM SHIM PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., Pt�ROPERLYSECU:RED'IX CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I _o7_ W jR� W —E IH E A� 3-TRACK FRAME HEAD ( 4-TRACK FRAME HEADff1CONCRETEjIMSTALIMTi0 6CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5 SHEET 'T NOTE 5, MAX.)] SHEE�Ti (114"MAk) SHEETI-L (1/4'MAX.) EXTERIOR EXTERIOR EXTERIOR 2-1/18... 2-1116'.. 2-1/16"* N4—CONCRETE PER TABLE EDGE DIS!ANCE _ -CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A.SHEET J PER TABLE SEE TABLE A,SHEET' PER TABLE SEE TABLE A.SHEET I E M B E D M E N T-:,SFE-E__TAA 8 ILXE--,A-,8 E E- A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 - - Ar-'K 3-TRACK FRAME SILL j6jh4TRACK FRAME SILL ONCRETEIINSTALMATI lLc)CONCRETE INSTALLATION W CONCRETE INSTALLATION EMBEDMENT*SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE TABLE A,SHEET I SEE TABLE A, SHEET comPlYfAll-Ilk the Illnid. EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, IX WOOD BUCK TYP., TABLE A,SHEET I SHEET44 PROPERLY SECURED EDGE DISTANCE: SEE ANCHOR NOTE 3, i.;':, ..... PROPERLY SECURED SHEETI WOOD BUCK TYP., SEE TABLE A, SHEET IX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3.R2-1/16"'1 �._:. SHEET CONC./CMU ANCHOR SHEETI TYP.,SEE ANCHOR CONCJCMU ANCHOR 2-1/16" NOTES&TABLE A, TYP.,SEE ANCHOR CONC./CMU ANCHOR SHEET SEE ANCHOR CONCRETE TYP., NOTES&TABLE A, OR CMU SHEET CONCRETE NOTES&TABLE A, EXTERIOR PERTABLE -�' LYNN4 EXTERIOR OR CCMUEXTERIOR SHEET I CONCRETE A,SHEETI ....... &e, �N\ '551/4'MAX.SHIM PER TABLE \—OR CMU V A,SHEET I 1/4"MAX.SHIM I- PER TABLE A,SHEET 1 1/4"MAX.SHIM • No,58705 C2:7T, ��11AM�B-V_ t6R�3-TRACK FRAME JAMB j6jN 4-TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION kLc)CONCRETE/CMU INSTALLATION ��CM! Ujj�!ST L T, N�NRF_% swm or. Dw., Rftftji 1-t. IT ff,�E 0,r F Rft— I . E� ANCHORAGE DETAILS , L 275 saw, SERIES 670 ALUM.SGD-NON-IMPACT a�-M w 11 A, N MILLER,P.E. P.EJ4 58705 JR da,: as CERT.0FAUTK429M I.." 1—kTs 1 13 -22 1 POT0129 I INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE 2.FIGURES ON THIS TO PREVENT DISTANCE EMBEDMENT:SEE SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU PURPOSES ONLY.SEE oSEE ANCHOR NOTES ANCHOR NP.,SEE TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE NP. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) 1-1l4"MIN.EDGE DISTANCE �JI EXTERIOR 3.SEE TABES 1-3, EDGE DISTANCE:SEE r 2B SHEETS 6-8 FOR TABLE A,SHEET 1 EMBEDMENT: y"',',,'_'�''.::' p-HOOK MOUNTING REQUIRED P-HOOK 26 SEE TABLE A, .: ADAPTER CONC.tCMU AND P-HOOK EXTERIOR SHEET 1 +�:.�'.•.:•,� MOUNTING ADAPTER PHOOK WOOD ANCHOR NP., J L ANCHOR NP.,SEE ANCHOR QUANTITIES. v P-HOOK ,:+ ' !: ANCHOR NOTES&TABLE SEE ANCHOR NOTES CONCRETE OR A,SHEET 1 ALSO SEE EXAMPLE &TABLE A,SHEET 1 EMBEDMENT:SEE ON SHEET 9. (ALSO SEE NP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE NP. ILLUSTRATION,SHEET 9) EDGE MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS#18#20,#22 OR#24, Jc PARTS#1 B#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT:SEE NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR NP.,SEEA,SHEET1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES (ALSO SEE NP. SUBSTRATE 28 &TABLE SHEET 1 (ALSO SEEE NP. EMBEDMENT: " " ILLUSTRATION,SHEET 9) SEE TABLE A, ILLUSTRATION, "j -Z'* 2a 'rR0nucrk VgbED EMBEDMENT: ED ) SHEET1 � -•. SEE TABLE A, ED EDISTANCE:SEE aera�P6legtrNYlMtb0& S 1-114"MIN.EDGE DISTANCE SHEET 1 B° TABLE A,SHEET 1 e N� Gt 2 •11 30 30 P-HOOK SMS ANCHOR NP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTESf L ANCHOR NP.,SEE &TABLE A,SHEET 1 v ANCHOR NOTES&TABLE 15 (ALSO SEE NP. 2.693"MIN. A,SHEET 1 2.693"MIN. ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE P. EDGE DISTANCE ILLUSTRATION,SHEET 9) 11111111/ P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS ��p0 LYNN 4f/ Kw PARTS#19.#21,#23 OR#25, Kc PARTS#19#21,#23 OR#25, ��,.•'I IGENg <<C '� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A ( MO MOUNT —Z.MOUNT SEE TABLES 1A,2A&3A No.5870 •':�'r FOR WATER RATINGS) ONLY FOR WATER RATINGS) ( � � LY 0 xmwey. are: w,swnr p.,,pye STATE O)�,• (�/: R rse f070TECHNaoorORIVE ANCHORAGE DETAILS ,<<`S• <oRlvr..; a; N.VENICE,FL 94P76 feoc J s G SERIES 670 ALUM.SGD-NON-IMPACT ; NAL IEC+�` (94f}480.1600 sutuxt ar s sneer a NON-IMPACT A.LYNii UIILER,P.E. ors.ney. 0i� c^e°'°d �' CERT.DFAl i #29TR7 ® SOD-670 NTS 14 d 22 PGTO128 REA 58705 JR 07/20/14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W. DLO_ TYP.PER TABLES 1-3 NTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'Aw'&'Ac',� , [r .. —I :=. 6EXTERIOR SHEETS 12&13 1 NOM. 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE 'QS' 'AS' TYPE SHEET 19&CORNER 'A' 'K' UNIT ANCHORAGE SHEET 11 MAX. MAX i PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL DLO PER 'M',SHEET 19 HEIGHT SEE WIDTH PER YP / HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TA13LLE�E,S 1-3 X X 181NSTALLATION DETAILS X X 'Gw'&'Gc',SHEETS 12&13 SILL DETAIL'D',SHEET 18; 90° INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX 'DY/&'Dc',SHEETS 12&13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10 X 1-1/2" PH SMS PH SMS A. t1.; -C1 L •f f e.l�n,lna!! btiud L`xh .cdw1 + PANEL CORNER FRAME CORNER DETAIL DETAIL 1111! NOTES: N.. 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. Q��.•''��CEASF PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. No.50705 .3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. = iwZ� _ Rv,VHY. ODfrc Rl,bfdtti :�� $7xTE 0= tC/ y, Rwtr�o'n• 10707ECHNOLOOYMVE ANCHORAGE DETAILS/EXAMPLE ELEVATION ;��,••.;�<oRlol�..••'��;' N.VENICE,FL 3+275 n� s �. RMknc (941H80,1B00 SERIES 670 ALUM.SGD-NON-IMPACT ;ONAL FN o` s.,wnbme I— ✓>� a..*aen. Rsr. A.LYI+�11h111t��)i,P.E. orr.Rer: mb. an.awe �O' CERT.OF A( A2B28B ® SOU-070 NTS 15 w 22 PGTOI28 RE#58705 JR 0=0114 CON FIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; 'l —INSTALLATION DETAILS'Gv/&'Gc',SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX. JAMB DETAIL'G3',SHEET IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET DLO 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac', SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS WIDT DETAILS'GW&'Gc', L2,SHEET 19 'Awl&'Ac',SHEETS 12&13 7 SHEETS 12&13 T.p 'GAN&'Gc',SHEETS 12&13 SHEETS 12&13 \/ 90° �- ' EXTE IOR INTERIOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL TYPE TYPE M',SHEET I9 ,R, ,L, ,D, ,A, MAX 'A' CPE QSE K' MAX. UNIT 90°OUTSIDE CORNER NOM. UNIT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM. HpIERT CORNERANCHORAGE WIDTH TYP• PER 'D',SHEET MAX h PANEL SEE PER SHEET 11 MAX. SEE TABLES WIDTH TYP. PER 18: NOTE 2, DLO NOTE 2, 1-3 DLO PER 1-3 INTERIOR HEIGHT TABLES 1-3 SHEET 15 INSTALL HEIGHT TABLES 1-3 SHEET 15 DETAILS EXTERIOR 'DW&'De. b NOM.PANEL 0 X X X SHEETS 12 X a' X WIDTH TYP. &13 . X X PER TABLES v ` ' 1-3 SEE FRAME& MAX.UNIT WIDTH MAX.UNIT WIDTH PANEL CORNER SILL DETAIL V,SHEET 1& MAX.UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 16 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XXIXX(2-TRACK) JAMB DETAIN,SHEET 18; ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL V,SHEET 19 INSTALLATION DETAILS'Iw'& L2,SHEET 19] INTERLOCK DETAIL V,SHEET 19 'Ic',SHEETS 12&13� 1 u HEADER DETAIL 1 B',SHEET 18; ( 1 �i JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET HEADER DETAIL'C',SHEET INSTALLATION JAMB DETAIL'I2%SHEET 18;INSTALLATION 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', 18;INSTALLATION DETAILS 'Hw'&'Hc',SHEETS 12&13 Jc','Kv�&'Kc',SHEET 14 DETAILS'BW&'Be', DETAILS'Iw'&'Ic',SHEETS 12&13 CW&'Cc',SHEETS 12&13 SHEETS 12&13 Imo-- MAX.UNIT WIDTH --- r MAX.UNIT WIDTH --� 'rNUW1GT kYY{SED —i`" I ��AfWlalaAOs PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL --W2 •!/ I TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE ,M, 'F' F' P' 'R' 'L' 'M' IF I MAX. a1DWe •�`• •. 1 NOM. UNIT MAX.UNIT PANEL ?a j ! PANEL �/ HEIGHT PER WIDTH TYP.NOM. 4 I I WIDTH TYP. % PER TABLES MAX. /SEE PER SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 ¢ I OTE 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 y i SHEET 15 HEIGHT 1 I I n fill, EXAMPLE:OXXXp SILL DETAIL'E',SHEET18; EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; N0.58705 x (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS D (� Ew&'Ec',SHEETSI2&13 Fw'&'Fc',SHEETS12&13 =JJ � 30IS STATE OF �7 f0)07ECNNOLooYORIVE EXAMPLE ELEVATIONS FS'••F<oRlon• N.VENICE,FL 34275 !(Q .,•,`•''�•��:� m*' �s •....... •••. SERIES 670 ALUM.SGD -NON-IMPACT /,,/II , /eef}aeo feoo _ s,, A.LYNN MILLER,P.E. 6;W -G mm, ® acv slo NTS 16 d 22 PGTO12B P.E.0 58705 JR OV20H4 CERT.oFau7N.fl2H2DB PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER EXT CORNER INTERLOCK INTERLOCK BOX OUT BOX D 90 I HAND IEE 90 LOCKSTE 90 RECEIVER W RECEIVER 35 RECEIVER 35 RECEIVER STILE W/HANDLE BOX OUT BOX IN 90 RECEIVER TYPES OUT IN Wl HANDLE W/HANDLE WIHANDLE WIHANDLE Wl HANDLE W/HANDLE #1)118 Wl HANDLE' W/HAND#3 #120 #,19 118, #11B #6, #81� SINGLE F PP K L TR TQ TC TA TV TW INTERLOCK OUT [eoxou0 SINGLE INTERLOCK l..J R E P A (aoxou /ox00 V eC C' IC SQ SC SA S SW r IN FIXEDS s FD FC FV FW STILE �- RR R /aoxour7 /soxw) HANDLE W/HANDANDLE D M J J 0roxov0 (Rox00 LL1 ASTRAGAL OUT / p PANEL NOTES: Box our LR wlHANDLE (90rou0 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGALElff / SIZES 8 DESIGN PRESSURE. BOXIN /V LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF w Wl HANDLE ISOx1M ,J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS f— ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. Box OUT 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES (0°XOUD (=DUI? (#61),CORNER RECEIVER(#118)AND EITHER PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120)CORNER LL ASTRAGAL � T U APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ( ) JBox IN ASTRAGALS. BOx90 �O"0 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES INT (#61)AND CORNER RT Cl 90 LOCKSTCORNER ADDON(#31). J W/HANDLE p,-204- 20 232' LLI EXT CORNER SILL RISERS OPTIONS 232- Z 90 LOCKST1. Q T QS W/HANDLE#Ijg —�{� 232" EXTERIOR EXTERIOR .062' 232" EXTERIOR I .062' �Y EXT CORNER#6, EXTERIOR 4,055' 90 RECEIVER /^-T (^- .062" 3.305' '(1 omwi knuw W1 HANDLE #11B v • vS G7 2.555' ��aa�log�glL#bdA�• INT CORNER#61 - 1.567' 90RECENERR AT AS DF 082' �°z W!HANDLE((((#118 EReoi EXTCORNER /'� SILL RISER,F T' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER)1 CF 16'FLUSH,1-1/2" 20 LOW,2-112" O MEDIUM,3-1/4" 24 HIGH,4" etlF, Ogee /J Imo— .750` EXT CORNER ,/T VS VF 750' EXTERIOR 135 RECEIVER V W/HANDLE ~ •75� .062" INT CORNER #3, EXTERIOR EXTERIOR EXTERIOR •062' 35 RECEIVER WT .WS WF a-'j .908' � .062' � 4.055' W/HANDLE p81 ,062' 2.555' 3.3105' , 1.567' 44 J. 1 ��\�ONY.LYNN S'p O19. SILL RISER.Ba 21 SILL RISER,BOX 23 SILL RISER,BOX 25 SILL RISER.BOX a.: FLUSH,1-1/2" O LOW.2-112" O MEDIUM,3-1/4" O HIGH.4" _ No.58705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 — a.KaeY. o°w am: o�w,a+. =�0.'•. STATE OFS a o.% assyans 1070 TECHNOLOGYORNE PANEL TYPES '�� jPCORIDP _\�z N. R LWe: RIWbC (set�j46a 160034v6 SERIES 670 ALUM.SGD-NON-IMPACT �'ss/CNAL � stiM°ae emn• anrt a..rox. Rer. A.LYNF11511LLEk, E. JR O CERT.OFAUTN.#10786 ® SGO-070 NTS �7 °�22 PGT0128 P.E.#58705 JR 02/20/14 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6o OR 61 105 LOCK PART 17 FULL LENGTH 14 75&107-110 14 106 OF JAMB 5 G3 BOOR 61 16 5 60OR61 G1 so OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN WITH _ 6 SEE DETAIL G1 6"LONG CLIP 105 OPERABLE PANEL CLP FOR FIXED LOCK PART 105 @ W/RETAINER#106 80 75&107-11o 113 MIDSPAN (SHOWN WITH PANEL) SEE DETAIL G2 5 FIXED PANEL TO [1 EXTERIOR 103 LOCK PART 103 THE INTERIOR) V 113 76&107-110 FOR FIXED 5 103 so OR 61 PANEL CLIP AEXTERIOR 14 v/ 16 5 11218 17 123 FULL LENGTH w 40 Ca4 OR 61 J-LEXTERIOR 010 X 314• OF JAMB 2-TRACK JAMB 2-TRACK JAMB fL.EXTERIOR �EXTERtOR -FLEXTERIOR vv SMS.X 3 CLIP#80 OR#105 51 52 W/SCREEN IJ 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ (SHOWN WITH ®(SHOWN WITH (SHOWN WITH (SHOWN WITH ®(SHOWN WITH MIDSPAN 60 FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,FL EXTERIOR EXTERIOR 2 112 1 3 4 45 5 113 5 113th 8 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT c FRAME HEAD HEIGHT PER kRUWIG gwithO D OPT.SCREEN �FRAMEHEAD B FRAME HEAD TABLES 1-3 WNmyl7FtgwilAlheFlnrida TRACK Btldhjcode Amtpltttt NoS�-04 Z' /J Etpinike Dot* 5- 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 a 72 OR 73 72 OR 73 46 11 113 9 a 10 . 11 11 46 47 0 6 EXTERIOR 112 5 113 113 1`1„11111111 � WSCREEN � �FRAMESL /FRAME SILL _ No.56705 h )i ”ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES ` 1-3,SHEETS 6-8 FOR OP(PSF)ASSOCIATED WITH STILE. 'Ai. rs�a�: �� enwmr ;OT'., STATE Of (V. N hls' e. fOlOTECHNOLODYDRNE VER TICAL SECTION DETAILS ��,'••�;<oRlor..••��''; N.VENICE,FL 34276 FSERIES �'/lS'ONAl-�o`�`; R w 670 ALUM.SGD-NON-IMPACT 11111,,,,, ` (941"80-160 wbA.LYNN MILLER,P.E. iwior,'aw a d:.a o"1.: CERT OFAUTH p29I9B ® SOD-870 AIT$ 16 a 22 POTOf28 P.E.#58705 JR 02/20/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 81 113 118 *ill 28 7 30 113 27 83 11 103 *_ mT fi0 OR 8729 14 120 65 5.y EXTERIOR 11t 99° v R P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR ®j (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY a a INTERIOR 90° LOCK PART 103 LOCK PART 103 LOCKPART 75&107-i1 75 8 to7-110 75 8 t07-11 Bi 5 INTERLOCK M 14 713 60 80 61 pt 718 5 EXTERIOR 773 n_EXTERIOR 113 11 �/ v/ 113 103 @101EXTERIOR 7 67 88 Eh go-INSIDE L1 WITH STSTANDAANDARD STILES#60 l2 WD ASTRAGAL#67 ja ITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWNVY-DUTY ASTRAGAL#68 &ET%90'OUTSIDE NER N2 2 TRACK SHOWN 'ITEM#61SH (HEAVY-DUTY STILE)SHOWN,ITEM#60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOW (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 'MODUCT NI YthED 4 75&107-1 tuwpV.g with the itmid. INTERIOR 135' S 5 AAeapuwa 4 INTERIOR Ce pI'atim Date L,.—"i-�T� A 4. 11 7 P'tE�X�TE.RIOR 35° 141036132 61it 5LOCK PART 103 81 EXTERIOR 7 1•YNIV768107-110 14 ER .�� .••"""'••. (�. 02 2-TRACK SHOWN t?;'• �IceNsc •'9 ' 135°OUTSIDE CORNER it .r No.50705 01 2-TRACKSHOWN _ --T) (If_ RmOey. Wbt �ms U: Rte 1070 TECHNCLOGYDRIVEHUT HORIZONTAL SECTION DETAILS,CORNERS %�os•`,F<oRlo!••'�G�\; M VENICE.FL 34275 tee ww— RMdmX SERIES 670 ALUM.SGD-itON-IMPACT �S/O/�IAI.1 (911}d80.1600 suq: — _*7 Rs.: A.LYNN FILLER,P.E. W. oom. �M Do.. CERT.OFAUTH.#29296 11.70 NTS 19 d 22 PGTO 128 P.E.p 58705 JR 07/20114 Item PGT PGT# Description Item PGT PGT# Description NOTES: # Dw .# P # Dw .# P 1)ALL ALUMINUM=8083.78 1 17308 617306 2-TRACK HEAD 56 QUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE 84-99. 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL SEALANTIDESSKIANT) 1 ITEMS#REN T USED D AND ARE 3 17309 617309 3-TRACK HEAD F62 17325 617325 PANEL STILE 121&AR ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 17326 817328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES 8 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 1225 BTP248 VINYL BULB WSTP..THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3/16"MASONRY 7 17304 617304 2-TRACK SILL 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617326 INTERLOCK SCREW COVER 9 17307 817307 3-TRACK SILL 67 17329 617329 ASTRAGAL 10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 17316 817316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1-1/2'X 1'X3/4'HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 18 17308 817308 3•TRACKJAMB 74 SILICONE DOW-899,DOW-ON OR GE-7700 17 17311 817311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17322 617322 SILL RISER-FLAT,FLUSH,1-112' 76 71032XIFPFX 010-32 X 1'FL.SS SCREW W/TYPE"F'TIP 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2' 77 7103239 1032 STEEL ZINC U-NUT 20 17321 617321 SILL RISER-FLAT,LOW,2-112' 78 17358 617358 3/16&114'BEAD 21 17318 617318 SILL RISER-BOx LOW,2-1/2- 79 17357 817357 1'IG BEAD 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 80 17359 617359 7/16'BEAD/FIXED PANEL CLIP 23 17351 617354 SILL RISER-BOX,MEDIUM,3.1/4- 82 1224 6TP247K VINYL BULB WEATHERSTRIP 24 17323 617323 SILL RISER-FLAT,HIGH,4' 83 61745 1745 LOWE INC,112'X 1/18-SOL.SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG 26 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUST PLUG 28 17334 617334 POCKET P-HOOK MOUNT 103 8166 78186X 1'KEEPER 29 17335 617335 P-HOOK COVER 104 653 78DKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6"LONG 31 17376 617376 135 CORNER 106 17352 817352 FIXED PANEL RETAINER-9116' 32 17378 617378 135 9116- 3,F 32 MOUNT 107 1739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURN,USED WITH 1$75 ITEMS 4053 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT RAISED EXTERIOR HANDLE,USED WITH 075 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH 075 rROBUCr Ni VISED 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH 075 ee tOY�y(rldp wllY Thr FI"Hd, 42 41818 SCREEN KEEP ER SPACER SET 111 710X34PPSDAX 010 X314'PH.PN.TEK-S.S. &wlescaAc 43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67818 WSTP,.270X.170-FIN SEAL A=Pteen Na 41 ESPIMI"Due - 7 44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187'X.230'FINSEAL f 46 4317 812250 SCREEN IDP RAIL 114 710X1 15PPX 010 X1.112" 5l" hod*"cmoftl 40 4316 612257 SCREEN BOTTOM RAIL 115 710XPPT 010 X 1' 47 668 7SRAZ STANDARD ROLLER 116 720XIX #14-20 X 1'S.S. 46 668 7SRAX STANDARD ROLLER•ST.STL. !120 7 720XI12X 014.20 X 1-112'S.S. 48 4344 64344 SCREEN ASTRAGAL 8 17336 617336 90 DEGREE CORNER RECEIVER 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 9 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 61 1692 61692 SCREEN SPLINE-.165' 17338 6117338 90 DEGREE INSIDE CORNERASTRAGAL 52 1694 61694 SCREEN SPLINE-.150' 3 17352 617352 FINED PANEL RETAINER,718' 1111 I I I 1 53 61818020 SCREEN CLOTH `,� NONV. .... 59 1725 112'X4"X 1/16'SET.BLOCK,NEOPRENE 85+/S ,•'' �•10ENSF '•.c�,/, 55 1726 1'X4"X 1/16"SET.BLOCK,NEOPRENE 65+1-5 )F;' No.511705 '7Y R,na0: nae Rewgv: o.r"f =��'•. STATE OF IS '.U�- R, 1670 recrlNa300YORn� PARTS LIST '��`''•.�<oa101*,.•'�� N.VEN1ce,FL 34275 „e , Sin :,S C� WE—TawlIF /�,y ,�, SERIES 670�ALUM.SGD-NON-IMPACT /111NA,-1,,,, A.LYNN MILER,P.E. SJR 02129114 oea CZRr.OFAUTH.#18298 SGD 870 NT3 20 -22 PGT0126 RE 68705 5.069" 8.562" 1.36" 0.080" --[ -�( 1.36" -f I I --+y 1.872"(� 1.211" 1.505" ( IJJl.. 0.081" 0.062" r7l 1.019" 0.081" O2-TRACK HEAD t0 4-TRACK SILL J 0.081" SCREEN J (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" 1.045" 1.211" '505" 1L 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL (6063-T6 AL) (6063-T6 AL) O 14 AMB O 2-TRACK J 45 SCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB W/ 7.105" 6.221" t5 SCREEN TRACK 0.080" 1 (6063-T6 AL) 1.36" 1.505" 10.875" 1.211" + -1 -1 1.36" _1 I 1.993" 0.062" 0.081" O 3-TRACK HEAD 8O 2-TRACK SILL W/SCREEN TRACK L (6063-T6 AL) (6063-T6 AL) 0.081" A5 SCREEN OBOTTOM RAIL (6063-T6 AL) 9.142" 0.081° 4.49" --h � 0.080" 1.2 71„ 1.505" 7.105" ""44f 1L itt. Y �f toa8tyley xitb IFe f7a1b 9.141" 90dM84Eode 0.061" qO4-TRACK HEAD O7 2 TRACK SILL A-VUn Nu (6063-T6 AL) (6063-T6 AL) E%pintpo(°N 4 -�-� 14ilisllUnde 'licf4,"Wl��- 1.614" I Imo- 0.060" 0.062" LII 0.760" 1.260" 0.532" 0.060" rl.-� 1.516" 1.990" ullull FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ��`ONV LYNN 4/� O ADD ON t2 ADD-0N 19 END ADD-ON 16 3-TRACK JAMB `S��•'�tGENs�'<<Fp (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) Q REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.58705 OR 3116"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) R°wJBy. awo: Rskbe orupmr .�� STA1lOfis•'.( ' aa'a RM9ole 1070 TECHNOLOOYDRIVE EXTRUSIONS ';��5•••;�!gRluP•.••'GN N.VENICE,FL 94276 lar aY• am Rmbb� /B4f}48d rsdd SERIES 670 ALUM.SGD-NON-IMPACT ''S rn/l�VAl-IL�` sewtmee solo snx m.ruxa R°. A.LYAWILLER,P.E. °i°x 0vb' CERT OFA(fTN.p20206 j�y SG"70 NTS 21 a 22 PGTO128 REA 58705 JR 07/20114 0.718" 083. jj 3.802" 2.304' j 0.752" 3.802" -, --I 0,752" r - I i T- 0.885' 0.062" --1 0.574" 0.062" -jj 0.79 1.163" 0.264" 0.0801, 0.23 064 FRAME SILL P-HOOK P-HOOK MOUNTING 813-1 P-HOOK FOR BOX RISER STRACK 0,075' 3" (DSCREW COVER. AL) ADAPTOR COVER 0.080" (6063-T6 Al} (6063-T6 AL) (6063-T6 AL) (6063-T6 (6063-76 AL) (6063-T6 AL) 4- .155, 2,30" - 1.488" -155� 0.0e0, - 1.739" 0.830" 0.062" 1 1.600 1.6100 0.062" 1303" .080" - 1.870" .016" 1.974" --1 1 0.325' 2.44" 3.125" 3.125" [A01 0.462" _1 135°FIXED MOUNT INTERLOCK @INTERLOCK 135°CORNER STANDARD STILE HEAVY DUTY STILE INTE P. (BF6063-T6 AL) 0(6063 T6 AL) (6063-T6 AL) (B(6063-T6AL) D=DA ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" jl dH-TkLl- tu L I-4.12-5" . 1.0540" - . f] 1,050" F o -1. 050,: OW6'1.645" EEl4" 2 9� 611 045" 849" (-"+- 0.281" 0.125" 3.26" 'I045- 04W 67 STANDARD ASTRAGAL OB HEAVY DUTY ASTRAGAL 60 TOP/BOTTOM RAILGLAZING ., 7116"GLAZING a 3/16'&114" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 8 BEAD(I.G.) (B�BEAD FIXED GLAZING (6083-T6 AL) PANEL CLIP BE ';� (6063-T6AL) (6063-T6 AL) 1.003" 1.03" 0.767, 4" 6.621" Zp 0080)" '-=4 0.0501,)FIXED a is UL"m cl- PANEL CLIP 0.709" 2.893" 0A33" (606T6 1.498' 0.133" J 1.498" .5501, 0.863 0.080. 1 0.7091, 1023 FIXED PANEL 5.691" - 4!' "olkliffil", 4 SIDE CORNER ASTRAGAL T -T6 AL) 119 90*OUTSIDE 90"N L) NL,�CEN 0.060" -SII- ---T (6063 2.826" CORNER ASTRAGAL (60-.-6A (0063-T6 AL)"00 4- 7 gr 0.7( r Sir p @RF RD PANEL 90'INSIDE(OUTSIDE No.58705 IW-_ _ 5 91 ET-AIN5R 9116" CORNER RECEIVER (6063-T6 Ar) (6063-T6 AL) S'AfEor ORION., EXTRUSIONS N.VENICE,A34276 ........... 10NAl- R- SERIES 670 ALUM.SGD NON-IMPACT nr A.LYNN MILLER,P.E. JR 024M4 22 d I CERT:OFAUM#2M6 22 PGTO128 REA58105 Florida Building Code Online Page 1 of 2 ,■■et�ci NN V401"I Z111 j: { epar? a 4[; SCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts i Publications f FBC Staff i BCIS Site Map Links { Search j Bu Professi Tial ProductApproval .USER:Public User User 'e1 .3ti0Ci Product Approval Menu>Product or Avolication Search>Application L.Ist.>Application Detail FL# FL261-R9 Application Type A Irma ion.� 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 PG IPech!Wol.gy Address/Phone/Email 070ve North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 irosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By ;li I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes `..%No N/A FL261 R9 COC FL261 to 2014.pdf http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquaucolwmuGtb... 2/23/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 06/29/2015 Date Validated 06/29/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL it Mad.elr„Numberlgr7N6-m—e Description 261.1 Mu)lions faglAtl Doors artd W Royis Aluminum/Vinyl Mullions Limits of Use ° — Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R9 C CAC 14-1105.01.gj Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure:N/A DKI751fatl"orilnstructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for ' II 4_ 1. product performance information,and mullion clip anchorage details. enfie3—By: ih�ami-D'ade—BCC -CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyriaht 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: Securit'Atv'TIuCN http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/23/2016 MIAMI•DADE IIL+u1II DADECOUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADNMNISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/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 Miaini-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seri "PG "Clipped F�xtu:utleI tuui �tt�luculr - _ _W APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/11with the latest revision dated 01/29/15, signed, sealed and by Anthony Lyme Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING IF""_*�pea'lSn"' I 1VIissile Irupac#Resistant �LABELING: Each unitshall a ermanent label with the mauufac ore 's name or logo, city, state, 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 au 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 because for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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 Jaime D. Gascon,P.E. �OO To 03.01 M AAMI•DADE COUNTYECpir3itinn�iPRte: Via)'2�,2 t Approval Date: February 12,2015 2`rit tS Page 1 } PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 an with FBC 5't� ition 20&T0 pr pared by manufacturer, dated 01/29/15, signed and sealed by Ant ony ynn i er,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. aime D. Gasco i,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: -Nlay 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. PTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 1.3-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on 05/26/16. 1 7 f/K Jaime D.Gascon,Y E Product Control Section Supervisor NOA No. 14-1105.01 Expiration Da ie: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL ® � w MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE R„'x 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........................ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS_................._......... ELEVATIONS..................................1 FIGURE I: MULL TO 2X WOOD..............._._....2 0 4Y w MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES To BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO iX 8 MASONRY.....-......2 S O MULLIONS -•� INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES_....._........2 SEE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY_.......-......_._.3 A D- M. SHAPE N SHEETS 2� MULL TO STEEL STUD.....-............3 m — 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL.............................3 1- -I�I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS.............................3 U) `- W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS..._...............4 ZO // ♦ BAY MULL INSTALLATION.............4 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.125 MULL SPECS...............6 J W !/ \\ ) 1X2X.375 MULL SPECS............._6 ! \ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..._.....7 �" to 1 X 2.75 X.65 MULL SPECS....._..._B Z SEE DETAILS t/ 111 1 X 3.125 X.500 MULL SPECS.......-9 W 0 O 0 A THRU G; / I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND m o {- SHEETS 2.1 III \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24,FOR MULTIPLE UNITS,CONSIDER 1%4X.125 MULL SPECS_............10 D I M CO 1 A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1%4%.37b TUBE MULL SPECS....11 r Q J SHEETS 2J 1 X 4 X.376 T 65MULL MULL ECS........11 _ J I I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X3.175 X.265M SPECEcs...t2 W III OPENING 1.25 X 3.25 X.100 MULL SPECS 113 = U,i VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS 14 z 8 2 MULL FOR LENGTH HORIZONTAL 1.25 X 3.94 X.624 MULL SPECS'..'.-.115 to MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 Q�° 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 W v SHEETS 1.26 X 2.11 X.125 MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30•X 3.25 BAY MULL SPECS.........19 Z 1- Q rn p REACTIONS. 45'X 3.25 BAY MULL SPECS.........20 Q 0 Z N ZZ MULLION B CLIP DIMENSIONS 21-23 h Z a 6p..O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2._....................24 (n IL'1g PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES......................25 co BE OF ANY TYPE tMwIUFACTuaeD 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING/ UJ Z to III _ ev PGT. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U Q O O --I PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q..C7 Z M0�to o /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. — �� Q' nowzoNraL S,E sea 11 QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HOa12o.T. WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFP FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS; 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR,OR'TRIANGULAR/TITAPEZOIDAL'. PRODUCEREVISED owl in$With the Florid@ HORIZ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Building O"k _ MULL HOE WIDTH I` THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY 0R HORIZONTALLY).THE AxrFtmlwNo O.S.• 'I LENGTH I'- r� MULLION CAPACITY(LBSIF VI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS"I FOR THE OPENING OBTAINED IN E�PhatloaD /SOS.(0 l� OF STEP 1). -- (C_t�•_�-� l,LHEIGHT \71om1 fidGProduct ppt FOR 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE OPENINGj MULL �f' HORI2 d VERT. REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT LENGTH MULL MULL LENGTH6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \\��\,�Y>,ON NN • ANCHORlSUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHORL L P?•'' 1-ICENSF'•`�tc� CAPACITY IS MET. >} OPENING WIDTH NO.58705 SINGLE MULLION SINGLE MtJd.ION FOR VERncAL nIULL L7)IF THE MULLION CAPACITY(LBSIM)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE 'IFO PENINNVERTICAL MULL 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 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 'O.n 1 & FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION % a� !V . 01210A,,. CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ss \C\�� PRODUCT ASSEMBLY. �(/��L V NG•` 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. O A.LYNN f�ILti P.E. FL P.E.#58705 �Iy°`1xlei a 57 ' O DETAILA: DETAIL B: MULLION N. PER SUBSTRATE. u MULLION TO 2X WOOD BUCK MU LION MULLION ATTACHED TO 1X Buc<stRIP T•P.ANCHOR R 4$ ORWOODFRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 18-168 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERS, N SEE NOTE I, SHEET 1. m 1 I MULLION I - 8N S W M I 1 ° I .. .'• •• •T . Z `oi rc Imo' SEE SHEETS ° el I I h11N 2.T KSI EDGE � W EITHERTHE I I I 21.23 FOR HOLE d I I CONCRETE OR CMU i I DISTANCE, j W LOCATIONS a •' I 1 �-- SEE SEETABLES S STANDARDO e I ° S I I EDGE DISTANCE 18-160 D' 0 OFFSET MULL a EDGE FOR MASONRY CLIP MAY BE I DISTANCE ° i i s ANCHORS W Q O F INSTALLEDBY d I II FO WOOD 'I�I I m (n THISMETHOD. ° SCREws °a° -� 1 e SIDE VIEW F Z J .260'MAX FOR a ALL MULLIONS a d "V O J EITHER THE � I- 7 F- 4 ° \ ° STANDARD OR () m Z 7 g ° d ea ° INS7 SLED BY j � a z a °d EXTERIOR a a THIS MIETHOD. J Tn Z EDGE Q Z ° d .. ° DISTANCE 4 ° I"' Z Q ° ° MASONRY a °d Q 0 Z THE OFFSET CLIP IS ANCHORS mp:;0 ° RECOMMENDED FOR ...I w p °d FIN-FRAMED EXTERIOR wINOOws,BUT hav W ALSO BE USED FCR ~ OTHER FRAh1E TYPES. V Z Q O O g ZmOsO TYP.ANCHOR PER SAUBSTRA7E, PER SUBSTRATE, dd Ai c CHOR TYP.ANCHOR � SEE TABLES 1B-16B PER SUBSTRATE, SEE TABLES IB-1006<1. - _•�T SEE TABLES 10.108 EOGEIENDC� �,- BUCKSTRIP DISTANCE SEE TABLES JI • `sr. n• =� AND EMBEDMENT AND ATTACHMENT CKSTRIP 1 AND EMBEDMENT' 'd •:-' BYOTHERS. SEE NOTEI. ATTACHMENT I ,• - SHEET I • ,_•::•,. _SHEET I. - BY OTHERS, •• ,. SEE NOTE 1. - SHEET I. •'••• . ,• MIN 2.7 K"31 CONCRETE'ORC PRODUCT REVISED . F.ONTe.' w wnydying with the Ptedde SIDE VIEW — Building Code,{�t FRONT VIEW Acapmo Dt�oo l'T INSTALLATION NOTES: Mi01nl DadePloduelContra'1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `\�\1�ONY LYNN ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE Q�,••••�iCENSF•.<<F�� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. *' No.58705 '•>� =_ 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. . 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. IS 46 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED �;�s•'•F<ORIDP,.•''��` ELCO ULTRACON OR ELCO 1/4•S.S.AGGREGATOR MASONRY ANCHORS. A��ly'PI'r'ji, e :P.E. FL P.E.#58705 DETAIL E: MULLION TO MULLION DETAIL C: .12WMIN. MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: C!xC MASONRY STRUCTURE -MULLION (U-CLIP) III MAY BE INSTALLED IN-TEE-OR-CROSS' (STANDARD CLIP SHOWN) I INTERSECTIONS. V VARIEs 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. TYP.ANCHOR 6.1THENTH& PER SUBSTRATE, ST SEE TABLES IB.13B L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 OFFSET MULL FOR CORRESPONDING MULLION. W CLIP MNY BE TOP VIEW INSTALLED LLED BY EDGE DISTANCE z NSTA ro 0 METHOD R MASONRY =i tu ANCHORS VARIES f A #12STEELSCREWS, = a: SELF•DRILLING OR PRE-DRILL (j) MULLION AND USE SMS 0 w co C:� - 4 in 0 EXTEQR 4. 4 MULLION U) Z _j -1 0 EDGE DISTANCE 0 FOR MASONRY- Z Ll z ANCHOR ZLNTERSECTION U-CLIP 8 ' ,A OTHER FRAME TYPES _j 9ALSO BE USEO FOR —Z TYP.ANCHOR4 EXTERIOR < Z PERSUBST 4 < SEE TABLES ID4313 4 P0 25 TYP,ANCHOR L-1-4 SEE SHEETS 21-23 FOR BUCKSTRIP PER SUBSTRATE, HOLE LOCATIONS SEE TABLES ja438 qi co FRONT VIEW EDGE w _j DISTANCE < N 1 ATTACHMENT EMBEDSEE • SEETABLES IB43B Z 0 EDGE n, z In DISTANCE MIN SEETABLES SIDE VIEW MIN 21 KSI CONCRETE CR CMU IB-13B No I Ew 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 _PrR SUBSTRATE 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE TABLES 19-;38 IRODUCrREVISSD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE SEE SHEETS 390 ly 31 c F orld THE TABLES ON THE HOLE kmptmm Nw CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO 21-23 FOR FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CL IP MAY BE USED. LOCATIONS Codc 166 Dau 3)ANCHOR HEAD TYPE MAYBE PANHFAD,HEXHEAD OR FLATHEAD. MULLION 'lland adepoduclComp. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED EGGS ELCO ULTRACON OR ELCO 114*8,13.AGGREGATOR MASONRY ANCHORS. _DISTANCE LYIV/V SEE TABLES eFOR STEEL STUDS THINNER THAN FRONT VIEW . 16GAANOCOMPLLANTWnMTHrFLBUILEX14G IB-13B CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. N0.587USE WOOD EXTERIOR ANCHORSPECS 05 SIDE VIEW NOTES: -u 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ED ANCHOR VALUES MAY BE USED, 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITY OF SCREWS. A ILL' P.E. FL P.El 58705 _jj 1h A DETAIL F: DETAIL G: DETAIL H: C!-A� i FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ogre (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 0 o u� SEE DETAILSA£, oZ' Z u SHEETS 2 AND 7 FOR INSTALLATION 30.OR 46' �I TO SPECIFIC SUBSTRATES. BAY MULL C4 MULLION O O z Eco W O 0 O W O O O O O O W O O TOP VIEW 7 of� m SIDE VIEW i i m U o o O F SHOWN WITH I•X4•X.126• I TOP VIEW I I co) C MULLION I I I f- I I I TYP.ANCHOR `L F EXTERIOR I PERSUBSTRATE, U m b I I SEE TABLES 16B OR 160 Z TY ANCHOR STANDARD MULLION CLIP I RSUBSTRATE, I I I I EXTERIOR . Ecl) Z MODIFIED TOFITFIELD SEE TABLES IB-14B CiJ j7 Q Z e- CONDITIONS. ' I I V- 2'X R ANGLE CLIP, F- 2 Z Q p1 O I I PER MULLION END,MUST BE O z N .- I I I I INSTALLED INSIDE OF BAY MULL. F 00 p MULLION � I I CD Cn QQ.Rp I I I IoO \\ 1 I I 1 I I � J o f Y Y 0,` I 2'X 6'X.126' F, to NN V) 1 I I AND CUP, Z } I 1 I 2PER MULLION END, I N ST BE INSTALLED a" Z fn co 1 I I IN OF MULL. doo'.o lof 52 - M I 'N,,_TYP.ANCHOR C5 PER SUBSTRATE, SEE TABLES IB-14B ./> INTO WOOD, ff STEEL,ALUM INTO WOOD•STEEL, STANDARD CLIP TO BE - EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR _ OEDOEDI�µ�oR ,0�l�-' ®` �� as omplyhlwith the Fbdda pER N'I �ild�SO1 ®® I ®® INTOWOOD,STEEL, O Q mz:c H DGE TANCE Nlaml Edo Product Canttol ER CHOR L1L1111111 EDGE NOTES FOR INSTALLATION OPTION G&H: DISTANCE ` � PER ANCHOR ,•' VIICENOTES FOR INSTALLATION OPTIONS F 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. No.58705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �e LOCATIONS. '•�'.L.(. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. TE 3)DETAIL H:SEE TABLES 159 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q•'•, §-qR 5 . 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. %��.....RIDA.•''G\��` S�" L A.LY IV FJIIIVLER,P.E. FL P.E.#58705 TABLE to o nk Mullion Capacity Table Ibstf(2) _ Opening Wldih(forverticalyspsnn1 g mlflllons)or Opening Height(forhodzortaly-spamng muVions) d0 in 60 in 70 to so In 80 in too in IN 1. 1401. 1601n 11-C Rectanow T"Offla-9. ReclangowTmPMng. Ractangrfar TrapRdang. RottaneWar TiapJTlfaNg R441maalar Traprotang. Racten- Ttaprolong- Bacton far Tm rt tad 9a p7T ang. RectanglAar TrapRdang, Re4lengular 7tap77tlwg. 1 X 2X.125 ng Loadna Losdng Cowing Loading Loading Loading Loafing Loading taadlg Loadlg Loading Laading Loading Loading Loading Laadng Loading sY Atom.Tobe _ _ T- 1 b F & F A Mullion & k' �' . . , . . Nis Im 8d` 3 6 r9 O I if � � 421n 111.8 406 129.5 332 93.2 406 115.5 325 70,9 408 107.8 321 69.9 4GS 104.4 319 62.1 106 104,0 319 55,9 408 104.0 319 46.6 408 104.0 310 39.9 408 104.0 319 350 408 104.0 319 d W 18N 71.9 31Z 83.8 258 62{ 312 73.4 252 53.5 312 67.0 249 We 312 63.2 248 41.6 312 61.3 244 37.6 3i2 81.0 244 3t2 312 61.0 244 26.8 3t2 61.0 244 23.4 312 81.0 244 _ a U) Sin 63.9 281 70.8 234 53,2 261 Bf.S 228 45.8 285 55.7 224 340 284 52t 222 35.8 281 59.1 220 31.9 281 48.3 219 28.8 ?81 49.3 218 22.8 281 49.3 219 20.0 281 48.3 219 -�a $41. $LB 247 57.6 207 43,9 ?47 49.0 202 37.6 247 44.8 199 1 32.9 247 41.5 198 28,2 247 -.4 194 20.3 247 38.4 197 21.e 247 3B.i 193 16,8 247 39,1 193 18.4 247 30.1 193 LU QO - in CC 60th 38.4 200 4t.2 170 32.0 260 35.; 168 27.4 21q 31.5 163 24.0 200 28.8 i60 21.3 200 27.1 159 tat 200 25.8 f57 18.0 20x1 26.0 158 J 631n 33.1 161 351 155 270 1al 30.3 152 23.7 181 28.8 149 20.7 let 24.5 148 18.4 1b1 22.8 144 46.8 181 21.7 143 2 J 0 E 661- 28.8 165 30.6 142 24,0 165 26,1 139 20.6 165 23.1 U8 18.0 165 21.0 131 US g m 72tn 22.2 139 23.} 120 18.5 139 i9.8 118 45.6 139 t7.5 118 = N g Z 781- 18.9 125 49.7 109 15.7 426 16.8 Ifg .Jd' T81n 17.5 1111 132 101 = TABLE 1B N ,-- ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacltv Table lbs }- IO m b ao Sub5imlo: 2.7k CwFrate 3.5k Co-a. HattavcMu ANCHOR CAP., m +� F, dCMU PT Wood Metal (OP-)X( }=ANCHOR CAP_ S 511V Elco 1/4•S8 Eko 5I1G Elco U4•SS Elco 810 Steal #12$ImI #12 sWd MULLION CAP.,,„,,,,E W _ _ An4hw Typo: 3rFe'Eke Ultweon 176•Eko(n6a4m YIV Eko tgUacan fta•F.ko Uisracon }( Y AnOhorC)IpPattema UI6a4on Aggmeatw tntracm AggmrGasw ac-(G5)9eras(t35) st"(OS) USE THIS FORMULA TO OBTAINTHE•NCHOR Y Edge Dlsfenc9 MC 1• 2-1r2• to 2-1Q• 3-ve• t' 2.1x2- t• 2-ur T 3•ve• 2• 0.48' 0.54• 0.3x• CAPACITY REQUIRED"CORRESPONDING 70 N N Embednant(trrk 1-3rd' 1.3+4' 1.14' f 374" T 1414• 1-074' 1-174• t-174• t414• 1-174• 2- 13r8' 1418• vanes ACTUAL PRESSURE REQUIREMENT FOR THE X 2Anchors 0 4.75•MIn.O.C,19tanawd w Ossef pi ma 1k 3901bs 380Ihs 450876901bs 164-41b -270 lbs 2601bs 354-U. 740lbs 374 inn 8841bs 94-6 1bs 341 IbS 4421bs 590-lbs OPENING,WHEN IT IS LOWER THAN THE MULLION Q' Z Q y 4 AmtKKa 411.74 Fain.O.C.t standard(wOtlsel)Clip(Fq.2): 480IM TOO lbs WA WA WA WA 380Ibs WA NAA WA WA WA 602 ft 885 its 1120 tbs CAPACITY(FROM THE TABLE)OF THE SELECTED NO r.0 4 Amhwa 413•M1.O.C./(2)245 Angle c6p9!(Fq.3): 760Ibs 7601bs NO Ibs 15601" 1698Ibs WWI Ssolba WA 7601ba 7481bs 88014¢ 1892169 692 lbs 886Ibs 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR o�z� 2Ancnas gG.45•MIn.O.C.7Udip,tnfo.i24 Ataw.(rt 4}' NTA WA WA WA WA WA WA WA NIA WA N WA NTA NIA 7t5 tas CAPACITY WHICH MAY BE USED TO QUALIFY aa'' 1 Arkhw7FCllp(Fq.S): 1H5lbs 19510e 2251664451bs 0221bs 1351bs 1401bs 177 @6 3701bs 18F Ibo 372146 4731D4 1701bs 2211b9 280169 ADDITIONAL ANCHOR OPTIONS FROM THE 2AnchwaQt.t51Mth,O.CIFCIID(FIg.Bg 240@9 350Ibs N!A WA WA JA I90IDS WA WA WA WA WA 341166 442 tbs 5001bs 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: ` PnaaucrRRvlsrm 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. I'`v'I`W>)•518 441111 B Florid" SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. B FIGURE oBdingGUde ,,4 y- -y ` )--- Am'pOfncoNo )3�1a 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1.000 3 N3etni oda Pro ai ConavF 3)MULLION ND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 2.000• X111111 fill,, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. A)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125' , ••. �Y/� i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BEPRESSURE-7REATm [I-. `� tt�... VICGNSF FIGURE4: FIGURE$: FIGURE 8: YELLOW SOUTHERN PINE WITH N SO OF 0,55.ALUMINUM SHALL BE 6063-TSAND SEA MINIMUM OF.125F 1 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 ND,045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2"X.125'ML1LUCN _ N0.50705 ' THE MATER AL!#10 R#12 ANCHORS INTCK AND A30.ALL ORS O WOOD MAY BES EEl 17ENDAT LEAST 8-8 S.S.OR 410 S3S CREW THREADS BEYOND _ _ fl - 3Of O S:ATE gis -- RID X777 O NAL 0, " L A.LY"N'UMILL9R,P.E. FL P.E.#58705 TABLE 2A ® ' Muillon Ca2aclity Table ibsttt2 u OpeningWldth(for aerticalty-sparcingmUllons)arOpening Helght(for FadzontetlyinO spar mUlloris) so In win 70 In 80 In 90 to 100 to 720 to 1401. 16010 0 Reclanpular TraNTtlarg. Reclangutar TraMdarg. Ra4largular TrapRdang. RalergW.ar Traprr0anp. Rectangular TrapRAang. Raotemu:ar Treprdarg. Rectangular heplTOarg. Rectangular TtapTdarg. R4olangular Trap/7Aane. Ix2x.376 Loafing t.ondirg Loafing toad:ng t.oadktg Loadag Loadrq Loading Loadfrg Laacr Laadaa8 t.wd8g Lw4ng LoaCkg Loadlrg Loadirre Loadkg 10a4rg s�nx O Alum.Tube pp y. Mullion a� � 9� a� aI � NT,1�0 tnL 42111 770.0 020170A d35 751,3 662 170.0 4]8 129.7 662 110.0 We 113.6 662 165.6 618 100,9 662 168.0 517 00.8. 662 168.9 617 75.7 662 11 517 64.9 662 1688 517 56,7 662 1689 617 O 48 to t2tff 607 136.0 418 101.4 607 719.2 410 86.9 607 1487 403 78.0 607 1028 399 87.8 507 99.6 397 60.8 E07 89.0 386 60.7 507 94.0 396 43,4 607 09,0 396 38.0 607 99.9 396 •�-I W 60.625111 103.7 458 1148 37B 80.4 456 We 371 74,7 A56 99.5 364 64.8 456 84.6 360 67.6 458 01,3 357 57.8 456 80.0 358 43.2 458 60.0 356 37.0 456 80,0 356 324 456 60.0 358 � a� TA bd In SS.d 4W &13 338 71.2 400 60,9 328 87.0 400 72.7 322 514 40D 6T.3 3ie A75 dOq 84.0 3Sb 4y7 d00 823 3711 35.8 400 61.8 313 30.5 400 81.8 313 26.7 400 87.0 313 � O {, 69111 623 324 88.9 278 51.9 324 57.6 27tl 44.5 324 67.2 264 Sae 324 469 260 34.6 324 43,9 257 31.1 324 420 255 26.0 324 40.6 253 222 324 40.5 253 79.6 324 40.5 253 co 1A H J 63111 63.0 204 57.4 262 44.8 294 49.2 246 3a4 299 A3.6 241 37.8 294 39.8 237 2a0 294 37,1 234 20.9 294 3S2 232 224 204 33,6 230 79.2 284 33.4 230 1G8 294 33,4 230 68tH dGe 263 49.6 230 330 268 424 226 334 268 37.5 22t 793 268 34.1 218 2S0 268 31.6 215 234 266 29.8 212 19.5 268 28.0 210 16.7 268 27.7 209 146 268 27.T 209 z m 721n 36.0 225 37.9 1B8 30.0 225 322 191 25.7 226 28.4 188 225 2W 25.8 785 200 225 23.5 182 18.0 226 221 160 15.0 225 20.3 177 12.9 225 106 176 11.3 225 19.6 176 781n 30.6 2ClL 32,0 777 25.5 202 27.2 173 21.0 202 23.9 170 19.2 202 21.6 167 17.0 202 10.7 165 15.7 271 18.4 iB3 1L8 202 10.7 180 10,9 207. 16.9 158 9.6 202 16.8 758 0 Q.L Z 7$111 263 192 29.8 168 23.8 792 211.1 765 20.2 192 220 Y62 77.7 792 18.7 159 55.7 S41 18.1 157 14.2 t82 tG8 755 71.8 TEE 542 14.4 160 8.8 192 tA.2 150 Q e01n 165 144 19.0 128 15-0 144 16.1 126 f- Q N O 96tH 752 127 166 Sia W 0 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: tl! Anchor Capaclity Table Ibs ANCHOR CAP.,",,,,,, Ltl X 8'"tw. 2.7k CoY mmets Now.C 3.5k Caro• MU Fakd CMU t'T Wood Metal (DP_)X `I-ANCHOR CAP- Of &18'EIW 174'95 Elco&16'Eko 114'SB Eko 910 Steal et2 81ec1 812 Sled MULLION CAP.,K,,,, j N {A Anclgr Type: ane•Elw Ulllaeon 1l4'Eko UlVecon 3/18'Elw Ultrecon 1/4'Elco UlWcon U ,�( AncharCitp Pattem4 Uittaeon AggneGa`a U1Vecon A0gr0G410r screx(G5)Sc"(GS) s4rew(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Dislanca(in) 1• 2.1Ir 1` zafr 3.1re• 1" 2.112• 1• 2-trr 2' 3.116• z- 0.48• 9.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN 0.er Z co 0 � Embedment ft 1-3'4' 1.374' 1-314' 13N• 2- 1.174 4-1/4• 1-174• Ltt4• t-114• 1-t/b• 2' tale• 1316• •atlas ACTUAL PRESSURE REQUIREMENT FOR THE "5,,,_$ 1.O ,Q TAnchars ;.75'Min.O,G./SlendaNa03setpq{Fq.B: 390 IM 39016, AiOlbs 890Ib3 1644111, 2701113 2801bs 35410.9 74019, 374tbs 6611115 940111, 371111. 442 Ib. 560 roe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors@1.15•A11n.O.C.I Slandard(«003eQ[3Ip{fq.Z}: 480lbs 70010, WA WA NIA WA 380169 WA N/A WA WA WA 6821bs BB51bs 1120!6, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancnors @ 3'Min.G,C.7(2)245 Arpk pips 7(Fq,3): 780 IN 7$0 lbs 880169 1560111, lWe lbe 54016, 560Ibs WA 760 1b. 748 1b, 680(W 189214, 682 Ibs 885 ft 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchone®0.45-Min.O.C./U-01p,Into•125'AIUM,ft,4k WA WA WA WA NIA WA WA WA NfA WA WA WA WA WA 7151b, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anon«r F,Ofp(Fig,5}: 1951.3 795 ms 22511. A45 nos 82Z r1. 135 tbs id6 ibs 177111, 37016, 187 ro3 332 I11s 4731be 170163 2211bs 280 iGs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Andras 1.15'MIH.O.C./Fd21p(Flg.Bj: 2;011117 35016, NIA WA NIA WA 180111, NIA N/A WA WA WA 341 Ibs 4d21bs 5W 1bs AN 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: PRODUCI•REVism ,O'p%g M3lrttb Ibb N)orida Buttdik � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. acptmc0130 4+�. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 7'--j 1.000' FIGURE 3: �-- UBtfi - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 1S ALLOWABLE. X33-`" 4dsPs dct ontrat `� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.000" t 71 1!t t t HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �k FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ,`� qNV LYNN ANGLE CLIP MUST BE USED IN PAIRS. L �� -•JCENSF' -'`�'P i� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" Q- FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = No.58705 -;c YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE A7 T X 2`X.376"MULUON .f p LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND --�[� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. �� C) dTE A.LYAN MIC'ItE�R,P.E. FL P.E.#58705 TABLE 3AB • (0 Oh Mullion Capacity Table Ibs)ft2 3 Opening Width(for vertically-sparW ng mullions)or Opening Height(for horizontaly-spewing mullions) 501n 60 in 701n 601n 901n 1001. 1201n 1401n 1601n s{ O Reclen"" TmD�ang, Reoaft TL.0-g. Reotengslor Tmp'Ing Reclengdar TmpII111ng. Rectangular 'RepfTdeng. Rewdngar TL-Inlg. Reelenpolar TrLoaft9. Reeladnq TrL dans. Reclengg Tra0Rno. 1%2.76X loading Loafing Loafing Loafing Loafing Loafing Loafing Loafing Loadug laadng Loafing Loafing Lvadng Loadn9 LwLwdng Loading Loafing �Y U .376 Alum. E 9! Tube FO ., ,. -, _• ,. ,. _. ,. Mullion a a� 9 9� m 8 D Py Eqg �ypp� }Bi 5 yet- 6� � �� }fit� §r�Q �y 6 'p¢. � yet. }p1 EJQ € ,qy }pt$J$ a yg.p5�r ,�� }fit.$y4µ eta' 1,�G5j� e }fit� g @ jet•gg s�' � 96 N drc S� a: `s O N K W 42 in 170.0 620 170.0 435 170.0 741 170.0 478 170.0 868 170.0 509 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 148.7 1301 170.0 521 127,5 1301 170.0 521 111.6 1301 170.0 521 _I �FLL/-/J' J LU 481n 170.0 708 170.0 524 170.0 SW 170.0 584 170.0 982 170.0 630 170.0 1133 170.0 661 151.6 1139 170.0 677 138.6 U39 170.0 680 113.9 1139 170.0 680 97.0 1139 170A 660 85A 1139 170.0 6a0 60A251n 170.0 747 170.0 563 170.0 696 170.0 631 167.6 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 110.0 747 111.4 1032 170.0 756 87.9 1032 t70.0 756 53.9 1032 170.0 768 73.4 1032 170.0 758 8 641n 170.0 797 170.0 612 161.3 007 170.0 691 130.2 807 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 96.6 007 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140.0 709 m O O M 60 In 141.1 735 151.5 625 117.6 735 130.3 611 100.6 735 118.0 509 88.2 735 106.2 590 78.4 735 99.5 563 70.5 735 95.1 578 58.6 735 91.0 574 50.4 735 01A 574 44.1 735 91.8 574 F J 03 In 121.9 666 130.0 570 101.6 Me 111.6 557 67.0 668 98.9 547 76.2 668 90.1 536 67.7 668 53.9 531 60.9 666 70.8 528 50.a 666 75.6 521 43.5 666 75.6 521 38.1 666 75.6 521 j 661n 108.0 6D7 112.4 522 88.3 607 e6.1 $11 76.7 607 05.0 601 68.2- 607 77.1 493 55.9 607 71.5 486 53.0 607 6T.6 461 44.2 607 63A 478 37.8 607 62.7 474 33.1 607 62.7 474 Z LL] 72 N 81.6 510 55.9 443 68.0 510 73.0 434 68.3 10 64.3 426 51.0 510 57.9 410 45.4 510 63.3 413 40.8 510 50.0 400 34.0 510 46.9 402 202 510 44.4 399 25.5 510 44.3 399 r1)rpa W 761. 69.4 458 725 400 67.6 450 61,7 392 49.8 158 W.1 305 13.4 458 46.8 378 38.8 458 44.8 373 34.7 456 41.6 388 28.0 456 37.7 312 24.6 468 38.0 759 21.7 458 35.7 358 Q =C r rc� 761n 042 435 67.0 381 53,5 435 66.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 436 40.8 355 32.1 435 36.1 351 28,8 475 34A 344 22.9 435 32.8 341 20.1 435 322 340 00 In 41.8 327 43.1 290 34.8 327 36.4 265 29.0 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.8 327 23.7 268 17.4 327 21.0 262 14.9 327 10.3 258 Q h Z N O 961n 34A 287 35.4 251 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 19.1 287 20.9 240 172 267 19.3 237 14A 267 16.9 232 � _ M qua D X uNi 1081n 242 227 24.7 205 20.2 227 20.8 201 17.3 227 10.0 198 15.1 227 Wo 195 W " 1111. 22.3 216 22.7 1B1 18.6 215 19.1 191 16.9 215 16.8 i8B IY 1 N 1 120 in 17.6 184 17.9 197 U X a O O TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d ii z mfA to Anchor Capacity Table Ibs g$ O s•O ANCHOR CAP., ,,,, _ Substmle: 2.7k Camrele 3.5k Carle. "011MCMU FIIed CAW PTWoad Me1e1 (DPm)X{ )=ANCHOR CAP. 5118'E110 114'SS Eko 5116'Elco 114'SS Eka 010 Steei 012 Steel ail Steel MULLION CAP.,.•,,,,,, � Anchor Clip Patterns AMhorrype: 3l16'EIcoUlBacon 1l4'EkoUleecon uluxwk2701bs 3116*Elco il4'EkvUlirecw AggMGnW Wiliam AggreGatw Scwm(G5)Scnm(W) Serm(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edgo gelanca 0n): 11 2-1/Y 1• 2.1/2' 3-118' 2-I2• tKIIIA 2-12' 2- 3.1x8' 2' 0.46• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Emhednent 6n): 1714' 1.314' 1.314" 1.314' 2' 14146 1-1/4' ave• 1-111' 2' I-we, 1-318' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2AmWm®4.75'MI%O.C./Standard o Offset 01p(F4.1): 3901bs 3901bs - 4502. 8901bs 1644 lbs 2801bs 740103 3741W 664103 9461bs 3411bs 4421bs MIbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhm®1.15'Min.O.C.1 Standard(4rOBse9 Clip(Fq.2): 480Ibs 700103 NIA WA WAMe lbs WA WA WA WA 6021bs 065 The 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhas®3'Min.O.C.1(2)215 Arpk Clips I(Fla.3): 7801bs 7801bs GNM 15601bs 1896 rm 560 Ib. 7601bs 74810¢ NOW 1692103 682 lbs 695lbs 1120 1b, MULLION.IT WILL YIELD A MINIMUM ANCHOR 2A. �0.45'AIIn.O.C./.11,Inlo.125'Alum.(Fg.4): WA WA WA WA WA WA WA WA WA WA WA WA NIA 7151bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FC.1(Fig.5): 1951be 195103 225Ibs 4451bs 823103 1351ba 1401bs 3701bs 187103 372103 473103 1701bs 2211be 280103 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors®1.15' Min.O.CJ F471D(Fig.el: 24D Ibs 350 1b, WA WA WA WA 1001bs WA WA WA WA 341 1b. 442 ft 560lbs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCI REVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. -replying with 4bo Florida ulldlug Cock ccep�lro NcA 4sa. FIGURE 1: FIGURE 2: l3nw 2 TABLE NOTES: �I 1.000• r-- ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. alfoml ade Product COntral SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 1 I I I I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��ONY LYNN A9l/�i�� FIGURE3: �� `,••"�)GENS�-•••-. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q�,• .p HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 71;' '•.ltc FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '375 FIGURE 4: FIGURES: FIGURE B: " •`�� If -'-IS w n YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" S'ATE OF �` THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' SHA THICK N GAUGE).STRUCTURAL STEEL TO BEAT •,FCO..... •' 1'X 2.75'X.375'MULLION ,,. LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'i AS •• �r1G: • 0 THE MATERIAL.010 8 012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A.LYNN'rI9HLLEf�,P.E. FL P.E.O 58705 TABLE 4A ® ^ 3S " Mullion Ca ac Table bslR: tag Opening Width(for lerUcally-sparring millions)or Opening Height(for tnrizonlalysparrirg millions) ext: 50 In so l0 701n 801n 901n 10013 Me In 14013 1601n 0 o 1 x 2.76 X Reclenguler TreplTAang. Rectangular TmpRdang. Reclenprlm TrepRAeng. Redengular TraplTdeng. Roclanpller TrapRAanO• Roc1an911er TrepRAarlg. Reclenguial Tr�77darg. ReclargiAar TiepRAang. Reclmigular TraplTAen9. Loafing Lcedng Loadng Loafing Loafing Loadrre Loadng Loafing Loedng Loadng Loadng Loadng Loading Leadng Loafing Lixift Loafing Loadng sY v .860 Alum. a5B v g g O� a O>i• c$3n� .`v� o �_ tge3��` vg� G. � cg7s�., g•� �g13g�. Ur ar Tube £ .�. rU!3 aUrFd>3.c&.,. rc qUr�.�� r �a•.B�.- URnU ate. U U�-�-. ? lotIM m Mullion _ a WtsF W qs Irc OR dF 0 tri 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 1170.01 1468 170.0 521 158.71 1820 170.0 521 138.8 16M 170.0 521 J W 481n 170.0 708 170.0 521 170.0 650 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 061 170.0 1275 170.0 871 1 170.0 1117 170.0 660 141.7 1417 170.0 560 121.5 1417 170.0 S60 100.3 1117 170.0 680 cr 50.625 In 170.0 747 170.0 563 1 170.0 ego 170.0 631 170.0 1048 170.01 684 1 170.01 1195 170.0 723 162.6 1288 170.0 747 146.3 1288 170.0 758 121.9 12881 170.01 758 106.5 1286 170.0 768 01.4 1288 170.0 75e 11J Cal o o Q 54 In 170. 0 797 170.0 612 170.0 958 170.0 691 170.0 1118 170.0 751 150.7 1130 170.0 603 133.9 1130 170.0 037 120.6 1130 170.0 656 100.5 1130 170.0 861 80.1 1130 170.0 861 75.3 1170 170.0 681 40 to 801n 170.0 895 170,0 701 148.5 915 162.3 781 125.5 915 144.5 748 108.9 915 132.3 735 07.6 015 t23.0 728 87.0 915 118,5 720 73.2 915 114.4 715 62.6 915 114.4 715 54.9 915 114.4 715 J to {, 631n 151.8 030 161.9 710 120.5 630 138.9 694 109.5 830 123.2 681 N.9 830 112.2 670 84.4 830 104.8 602 75.0 630 99.4 656 03.3 830 91.5 869 54.2 930 91.1 649 47.1 830 94.1 649 � W a Ta 8613 172.1 757 110.0 650 110.0 757 118.8 876 81.3 757 105.9 821 02.5 757 86.1 611 73.4 757 89.1 808 80.0 757 81.2 800 55.0 757 79.0 _3 17.2 767 78.2 481 41.3 757. 78.2 591 ? Y j 721n 101.7 638 100.6 552 84.6 036 01.0 510 72.7 638 80.1 53D 63.8 636 72.2 521 541.5 838 68.5 514 50.9 830 62.3 606 42.4 638 57.2 500 38.3 038 55.3 497 71.6 830 55.2 191 5 J J o 3 9z 7e in 88.5 571 90.4 498 721 571 78.8 486 6. 571 87.1 479 51.1 571 60.6 AIM 48.0 571 55.5 484 432 571 51.6 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 M.5 416 Q ate-• 78 In 80.0 542 83.4 471 88.7 542 70.6 IGS 57.1 542 82.1 156 50.0 542 55.7 4d9 41.1 512 51.0 M2 10.0 842 17.5 137 33.3 542 129 428 28.6 542 40.8 425 25.0 542 40.1 423 90 in 52.1 407 61.7 >B1 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 336 2e.0 407 29.6 3K 21.7 407 20.1 327 18.6 407 24.1 322 18.3 407 23.0 310 ¢ 00 r�i Z 9811 42.9 359 44.1 320 35.8 358 37.2 311 30.7 358 32.4 709 2e.6 356 28.a 3N 23.8 356 20.1 300 21.6 358 24.0 208 17.9 356 21.0 269 15.3 358 19.2 294 X� 5�3� 10813 In 30.1 283 30.8 255 25.1 283 25.9 251 21.5 261 22.5 217 16.9 263 19.9 2M 18.7 263 16.0 210 14.1 267 18.5 237 ^ Y Y 11113 27.6 267 28.3 242 23,1 267 23.8 238 19.6 287 20.0 235 17.3 287 10.3 231 15.4 287 18.5 228 U X Q y 12013 22.0 229 22.7 200 1a.3 229 18.8 205 15.7 229 16.2 202 7 Q..� Z TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ m0 s:0 Anchor Capacity Table(lbs) ANCHOR CAP.�n,,,,,,, � � Subslmta: 2.76 Cexrcte 3.SIc Caro. HocowC61U RIIed CA1U PT Wood d112ibs l (OP,)X( )=ANCHOR CAP.,,, -x 5r16'Eko 114'S9 Eko 5116'Ek. 114'SS Eko MO Slee) s@ 251Wd MULLION CAP., ,,,.,, Anchor Cilp Patterns Anchor Typo: 3116'Elco UlVecon 114'Eko UlVacan UlVacon 3110'Eko Uliracon 1/4'Eko UlVecon AggmCetor 011mcon Agg.WW Serew(G5)SUM(W) 5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edo.Mime(in): 1' 2-1/21 i• 242' 3.118• 1' 2-IW V 2-12• 2• 3-Ifir T aA 0.54' ' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmw On: 1314' 1314' 114' 13/4' T f-114' 1-114' 1-1141 1-114• 1-V4' 1414' 2• 13/8' 1x10• s ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anahom®4.75'Mi.O.C./Swndwd or O6sel alp(Fig.17 390 W 390 Ibs 450 ros 69a lbs 1644 ibs 270103 280 lbs 354 ros 740103 374Ihe 6N IW N6lbs 341 ros 442103s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'Min.O.C./Standard(or Offael)Clip(Fig.27 480103 700 lb, NIA WA WA WA 380 lbs WA WA WA WA WA B821bs 6851 bs PACITY(FROM THE TABLE)OF THE SELECTED 4 Arch-@3'MInO.C.1(2)2x5 Angle pips I(Fig.3} 780 ros 760103 680003 15601bs 1896M 540lba 560lba WA 760 ibs 745 ft 880103 16921bs se2lbs ees bsb3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 ArcMm4D 0.45•Min.0.c,/U17ip,IntoAM-Alum.(Ftp.47 WA WA WA WA WA WA N1A WA WA WA WA WA WA s CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/F-Clip(Fig.5): 195 @s tes lbs z2s Ibs 4451bs 8221bs 1351bs 14DIba nobs 3747los 187103 3321bs 473103 no lbs 221lbs3ADDITIONAL ANCHOR OPTIONS FROM THE m C 1.15'61In.0.C1 F-01j,(Fig.6): 24D lbs 350103 WA WA WA WA 190lba wA , wyA wA s ANCHOR CAPACITY TABLE. RODULr REVISBD 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. -vy & the Florid. %M%MCoN. Dt7'.O FIGURE 1: FIGURE 2: TABLE NOTES: o�Atc 1.000' _1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. em1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\7(1111111f!/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q�: t,10ENsfi '•.'P �� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. F- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >1' No.58705 '�r ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED O FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' S ATE OF <[/ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT T LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.650'MULLION ' CCs•'••..,...•• �C� ® e THE MATERIAL.N10 8 11112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. /rrlr 111j11 v1 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE SA J'' . 1 Mullion Capacity Table IbelR2 I Opening Width(for%enicaI"paml _I/ilarls)orOponinglielght.(for riznNa"aonini mullions) 50 1. 601. 701n 601n 901. tOp in 1201n 1401n 180 In Y � O Reclan031ar TaplTdvg• Reotenguier Trapri'dang. RmlanguW Tiap/Tderg. Recta lar Traprfdang. bclen`galar°imlYrdaig$eReelangtiar'"Treprfdang9 Reelengufar TaprTdeng. Reelangdar 7repRdang. Reetmgular TroprIldeng. a� w 1"x3.125"It Loadno Loedrg Loadna Lwdn9 Loa&w Loading Loading Loading Loading Loading Lwdng Loafing Loading Loeding Loadng LoadnO Loedirg Loving �Y Z u .600"Alum [.-.i p aTubo Mulluoem. a 2 170,0 620 170.0 135 170.0 744 170.0 470 17D.0 170.0 500 170.0 992 170.0 SIB g 110 700 i 2tA`470. 1240 11 70.0;L 21,1 Ll]0,0 1488 170.0 521 170.0 1735 170.0 521 151.4 1802 170.0 521 w81n',. 70.0 708 170.0 524 170.0 8% 170.0 586 170.0 170.0 630 170.0 1133 170.0 set 170.4 -1276 170.0 877 170.0 1417 170:0 860. {51.7 1577 170.0 880 175.1 1577 170.0 880 118.2 1571 170.0 680 cn 50.625 In 170.0 747 170.0 563 17D.0 898 170.0 631 170.0 IONS 170.0 684 170.0 1105 170.0 723 0 171 170:0`747 170.0 1491 170.4 758 141.7 mes 110.0 756 121.5 1485 170.0 750 106.3 1485 170.0 750 w o o O 54 in 170.0 797 170.0 612 170.0 958 170.0 601 170.0 1116 170.0 764 170.0 1275 170.0 803 18&1 1101 170.0 837 1{9.5 1101 170.0 856 12{.6 1401 170.0 881 108.8 1101 110.0 881 93.1 1101 170.0 861 co U3 N Bolo 170.0 885 170.0 701 170.0 1083 170.0 797 158.5 1156 170.0 676 136.7 1158 167.0 028 123.3 1156 150.5 917 111.0 1150 140.7 010 02.5 1156 144.5 903 70.3 1150 144.5 003 69.4 1158 144.5 803 631n 170.0 930 170.0 745 150.6 1019 170.0 650 137.0 1049 155.5 660 119.8 1048 141.7 040 106.5 1049 132.0 830 95.8 1048 125.5 826 78.0 1049 118.7 820 68.5 1049 110.9 810 59.9 1010 118.0 818 U BBN 166.8 955 170.0 709 139.0 055 151.3 801 119.1 055 133.7 786 1042 955 121.4 775 82.6 855 112.8 765 83.4 955 106.4 757 88.5 955 98.6 749 69.8 055 8&7 748 521 955 90.7 716 Z w W 0 721n 1285 BOJ 134.9 897 107.0 807 111.8 882 91.0 003 101.1 870 80.3 803 81.2 850 71.4 803 81.9 619 84.2 803 70.8 812 57.5 BOJ 72.2 832 45.9 803 68.8 828 10.1 607 69.7 671 ' J 2'Z 781. 1082 721 114.1 620 91.0 721 87.0 816 76.0 721 85.1 605 Se,3 721 78.5 585 60.7 721 70.1 586 54.6 721 65.4 579 45.5 721 59.4 So 39.0 721 56.6 564 34.1 721 50.1 56] Q ? r ` 76 In 101.0 684 105.4 509 84.2 684 89.4 587 72.2 884 76.4 576 63.1 881 70A 567 68.1 684 04.4 550 50.5 684 58.9 551 12.1 684 54.1 541 38.1 684 51.7 530 31.0 SM 50.6 534 Z 2 Q N.p 90 In 85.8 511 87.9 158 54.0 511 57.7 116 47.0 511 SO.D MO 11.1 S11 {d.8 437 38.5 511 10.5 427 329 511 37.3 121 21.4 511 33.0 412 23.5 514 30.4 400 20.8 514 28.0 403 Q Un z co 0 BB In 54.2 452 55.7 401 15.2 152 17.0 708 38.7 152 40.0 390 3J.B 152 311,1 384 30.1 152 32.0 378 27.1 452 30.7 373 22.8 452 28.0 305 18.1 152 21.2 359 18.8 152 22.8 355 o o� �N o S 1081n 38.1 357 38.9 322 31.7 757 32.7 317 27.2 357 28.1 312 7l.B 157 252 308 21.1 357 22.7 307 19.0 357 20.8 289 15.9 757 10.0 297 17.8 357 182 287 11.9 357 15.0 283 w N 1 Y 1111n 35.1 338 35.0 306 20.2 330 30.1 301 25.0 338 28.1 2A0 21.0 318 23.1 202 iB.S JJ0 20.0 288 17.5 330 19.0 204 11.6 330 18.5 278 12.5 338 11.6 277 11.0 3JB 13.8 260 M fA (1) 120In 27.7 289 282 203 23.1 289 23.7 259 Me 289 20.5 258 17.3 289 18.1 252 15.4 2&7 111.3 218 13.0 289 14.9 248 11.8 2&9 12.8 210 9.9 288 11A 238 8.7 280 10.4 232 Q X Q TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g� Z A0 m) AnehorCe act Table iba ANCHOR CAP.,-,- Subelrale 2.7k Concnle &6k Cone. "OWN CMU FIRMCMU PTWeod Mdd (DP,)X( )=ANCHOR CAP.,,, b16'Elco 1Id'SS Eke b1S'Elco V4'SS Elco 010 Sled 012SIMI 012 Sleet MULLION CAP., ,.,, AnehorCllp Pallems Anchorryp0 3116-Elco Ultram U{'EkoUnracon "S= afs'Emo Unam v4'Ekounrdcon AggeGdor_ Unmem Agg:ecator screw(65)screw(G5) suety(e5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslarce 9a) 11 2-112* P 2-V2' 11/8' 1' 2-1/2' 1• 2412' 2' 11/8' 2' 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emlxdinml n lard• 1a�4• lard• Is�4• 2• 1-vd• 1-va• t-v4• t-V4• 1-v4• t-N4• z• 1-T8• 14/8' rate: ACTUAL PRESSURE REQUIREMENT FOR THE II�2'_etwsl NTeLFItrt;O;C7/rSYaMam bf;Otriet CF.p;(FlO114'53701Osj R3BO.Ba�Rd50.rosj♦gt�0-ae8 4i161d'm3p 1927MSR M2aOrbs6 4361.1bag�C740its W3749Ds,7 Es67,ID316 aw6 Mom S34)'Ips]f C442rosB tyee60.xsa PENING,WHEN IT IS LOWER THAN THE MULLION W4�Arcnors•®jM5;tnhlO.C'/sta'iwN:(aIXSct)CYp:(F4g12)��IPa_Ibs7f�700.1�7 a+uq��tUAJ�w/A7♦�Y71UA'S•38 HMIs atif_A7g aIVAiw!MII1Ar WMAIN�]'iIIllA>��216g1 fieas'.Ios1Y 6fl2ollos)s �APACITY(FROM THE TABLE)OF THE SELECTED -CAafm®3-LM.O.C./M 2t5Argle Cifp£/"(Fiq 3 8016;--7W 65ams` SarflS".*ialbs'�5f0 "-b WA--` fb9 -7481b� "6eti�Os'��169rtoa"'Ge21as�a6B6Wa><Sawa MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arclpns Q0.45'IdN.O.C./UCUp,Ibtb.125'Alum.(Fg 4)' IIIA IBA It/A IUA +IIA Ura IBA WA IOA NIA tllA IUA IIIA IBA 1073184 CA PA CITY WHICH MAY BE USED TO QUALIFY f ArcMr/FCBD(Fla 6T 78510; 1851w 225Ibs 4451bs 822184 135®3 140 IDS 177 ms 3701b3 1871bs 332Int 473 MS 170ms 221 roe 28010; ADDITIONAL ANCHOR OPTIONS FROM THE 2AOctna@!AS-MIn O.Cl FCO g s 2101bs 3"a" IUA IBA NIA 111.4 1001ba - IUA IUA IBA IUA MIMS 4d210s fb0161 ANCHOR CAPACITY TABLE. � RODUCPRBV3SED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. warPlY4ns%ft the Florida lIdInS Lode 1-1.000'-1 oocptelca tlo 09.0 FIGURE 1: FIGURE 2: TABLE NOTES: Date 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - adc Product Ca111r01 lu 111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' `\�� QIJ`ILY N FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. l,10ENgF •, .p • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. ��• �Y FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' - ' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL RE PRESSURE-TREATED -T -)3 ••;� �^ 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 'X 3.125•X.5'MULLION O /TATE"O S 1 :••<C/�� • 7�( THICK.STEELSTUDS TO SEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '•.,F[ORIOP,.•' ® LEAST MATERIAL. #10&#12A36.ANCHORS INTO INTO METALB SHALL EXTEND8S.S.O EAST 3 SCREW THREADS BEYOND (t•VF MULLION) C2`� � ® � THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. � 's....NAL.E�\ A.LYf wl>j1ILLk�,P.E. FL P.E.#58705 TABLE 6A • � .. Mullion Capacity Table(Ibsfie) P Opening Width(for uerticaly-sparring mullions)or Opening Height(for horizontally-spaMng mullions) �1!><c a 501n 601n 701n 601n 90 In 1001n 1201n 140 in 1601n 2-Id o Reotengular Trep(Tdang. RecicrgWar TraprTAong. Rectangular T,.plTH.V. Red gUor TraplBfang. Reetengular hep/Meng. Reelengder Trep/Ttlong. Reclenguter TreplTdar81. Reclengrdar TreplTAang. Reclengular Trap7Tdang. y 1 x4x.126 Loading Loadng Loadng Loadng Loafing Loadng Loadng Loadng Loading Loafing Loafing Loafing Lobdirg lnedng Loafing Lwdng Loadn9 Loadrq sy U AIum,Tube �. .r• £,. € ',. ',. F '.. .. '.. £ €,. >g� F� F� . '_ .g F F F Mullion � � N m LL 42 In 170.0 820 170.0 435 170.0 7k 170.0 478 170.0 868 170.0 608 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 12A0 -170.0 521 170.0 1488 170.0 521 1{S.8 1489 170.0 521 127.6 1489 170.0 521 J W UJ 48h 170.0 708 170.0 624 170.0 830 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170,0 677 158,3 1303 170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 600 60.8251. 170.0 747 170.0 563 170.0 898 170.0 831 170.0 1048 170.0 6114 170.0 1185 170.0 T23 150.1 1215 170.0 747 140.5 1235 170.0 750 117.1 1235 170.0 756 100.4 1235 170,0 768 87.8 1235 170.0 756 W 'O B 0 64 in 170.0 791 170.0 612 170,0 056 170.0 691 170.0 1116 170.0 751 154.4 1168 170,0 803 137.2 1168 170.0 837 123.5 HISS 170.0 860 102.0 1158 170.0 061 88.2 1150 170.0 881 77.2 1158 170.0 681 m O F M 601n 170.0 885 170.0 701 166.7 1042 170.0 797 142.0 1042 161.1 832 125.1 1042 146.7 B15 111.2 1042 138.8 801 100.0 1042 130,2 701 63.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 1-- 63 --• J J 0.1N 170.0 930 170.D 745 151.2 992 183.8 818 128.8 882 144.4 789 113.4 992 151.0 782 100.8 092 121.4 788 90.7 992 111.6 760 75.8 BB2 100.4 745 81.8 002 109.0 744 56,7 BB2 106.0 744 2 � 661n 165,4 047 170.0 789 137.8 017 148.0 786 118.1 947 130.3 768 103.4 047 117.7 752 01.9 047 108,7 736 62.7 947 102.2 727 See 947 95.1 713 69.1 947 94.0 711 51.7 047 04.0 711 Z �g 72 in 135.9 649 142.7 737 113.2 649 121.6 722 87.0 049 NSA 708 84.9 649 98,4 696 75.5 849 88.7 686 67.9 6{9 02.7 675 56.6 849 75.3 659 48.5 849 72.5 652 42.3 840 72.4 651 � UU .pp 78112 116.5 762 12D.7 685 96.3 762 102.8 852 82.6 762 90.0 &0 72.2 762 80.0 629 84.2 782 74.2 820 57.8 762 69.2 613 40.1 762 62.8 602 41.3 762 59.9 597 38.1 762 59.1 595 J fq 6z 8 Q J d 2 78In 106.9 724 111.4 634 89.0 724 91.6 621 76.3 724 82.9 609 66.8 724 74.4 598 50A 724 68.1 591 61.4 724 63.4 583 44.5 724 57.3 573 38.2 724 54.3 567 33A 724 53.5 565 1-- Z J sem-• 901n Sea 543 71.0 483 68.0 541 60,7 474 49.7 543 62.8 466 43.5 543 47.1 458 38.6 543 42.6 452 34.8 643 39.5 446 29.0 543 34.0 436 24.8 643 32.1 430 21.7 543 30.7 426 = ¢ N o Q Z 0D `D 981. 57.3 478 68.0 427 41.6 476 49.7 419 4D.9 418 43.2 412 35.6 478 38.5 406 31.a N8 34.8 400 29.7 476 32.0 365 23.0 478 28.1 366 20.5 478 25.8 380 17.9 476 24.2 376 F- � -p F- 1081. 40.3 377 4t.1 341 33.5 377 3{.6 335 20.8 377 30.0 330 25.2 377 28.6 325 22A 377 24.0 321 20.1 377 22.0 317 16.8 377 18.0 310 14.4 377 17.1 301 1111. 37.1 357 37.0 323 30.0 557 31.9 718 26.5 357 27.6 317 23,2 357 24.1 309 20.8 351 22.0 305 18.5 337 20,1 301 15.1 357 17.4 291 1y Y 1201. 211.5 308 20.0 279 24.5 300 25.1 271 21.0 306 21.7 270 I8.3 Sob 19.2 287 16.3 306 17.3 263 U X Q 144 in 17.0 212 17.2 196 d c Z (p3 0 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: a 0>o Anchor Ce acll Table Ibs Bu1.lreln 2.7kConcrele 3.5kCa+e. IlogowCMU FlOedC7.(U PTWooe Metal (DP.'-)X(ANCHORCAP*,-,-)=ANCHOR CAP... �� AAWA 'Ek. t/4-S9 Ek.5118'Elco 114'SS Eko #10S lcei 012 Steel 91261ee1 `MULLION CAP., , / . Anchor ClipPattems Anchrr*pe: SMS'Ek.Ullracon V4•ElcoMrecceiloUlbmon 114'EkoUllrecon AggreG.Ix Ullrecon AggreGalor Screw(" Screw(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0151ance pn): V 2-112• 1. 2118• 2-112' 1• 2.112• 2' 3.118' 21 0.48' 0.54• 0.324' CAPACITY REQUIRED',CORRESPONDING TO AN Embedment(N} 1.314' 1.314- iJ/4' 1T 1.1/4' 1.1/4• 1.1/4' 1-114' 1-114- 2- 1.111' I've, ACTUAL PRESSURE REQUIREMENT FOR THE 2Amlam®4.76'AWn.O.C./Standard or Olhet Clip(Fp.182): 39011. 3901bs 450 Ibs 84 Iba 28011. 354 ros 74011. 374 Ile 6641b9 9481bs 34b lbs 4421be 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 0 2.25'MIn.O.C.1 Standard(m Met)COP(Fig.3): 7001bs 700Ibs 5801be 1421be56011. WA 6301bs WA 680Ibs 1.A 6821bs 885 Un 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ancbm 01.15'Slln.O.C.I Standard("ONel)Cup(Fig.4T 9601bs 14001bs WA A 76011. WA WA WA WA WA 1353Ibs 1770 ros 224011. MULLION.1T WILL YIELD A MINIMUM ANCHOR 4 Amhus 0 3'MIn O.C.1(2)ZK5 Angie pips/(Fig.5): 760lb3 7801bs 6801bs 16611. 56011. WA 7601be 7481bs ON W 10921bs 6821bs 6851b. 11201bsCAPACITY WHICH MAY BE USED TO QUALIFY 6 Anrosg3'Min O.C./(2)2x5Angle pips/(Fig.B): 11701bs 11701bs logo lbs 2344I1. B401Ds 1.A +14011. 112211. 1720 ros 28781bs 102211. i3ZJ IDs 16601bs ADDITIONAL ANCHOR OPTIONS FROM THE 4Anchom 00./S'611n.O,C./U(21p,into.125'Alum.(Fig.7): WA WA WA WA WA WA WA WA WA 1.A WA WA NIA 14301bs ANCHORCAPACITY TABLE. PRODUCTREVISBD 2Anchm02.25'Mln.O.CJFCIIp(Fig.e): 35011. 3501bs 2001b3 705 53 47811. WA 2801bs WA 316lba WA 4401bs WA 34111. 4421m 560 b ncowmply4n8wh1+tAePlorldd 4Ah-01.15-MN.O.CJF4]Ip(Fq.e} 480Ine 700 the 1.A WA WA NA 3801ba WA WA WA WA WA 682 Ibs 0851be 112016. BuRUlOg ppda nn,} NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.000' r-- Acecpbmc5 too •V� TABLE NOTES: DYclle4nl aria Pralud Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �O'I 4471!il�/ • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��,.•'\,\CEN SF '•.FAQ • • • • • • • 4.000' x:' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES - N0.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - - FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. -13 �f • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDl e TAE • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' �:�'<1 ''•.FLORIOP••' • SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL �C� • -0-RI- • �G STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK L 'SSS/lO/NAL ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS, AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910 8 1'X 4•X.125' A.LYNN�ILti�R,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P-E.#58705 TABLE 7A M Mullion Capacity Table lbaff a Opening Width(forveNcaly-sparing mt ions)or Opening Haight(forMA4o)7leV-SperWng mullions) ®44:0 12! 5 50 In 601n 70 in 801n 901n fob to 1201n 1401n isom 1%4%.379 RttlangWar hap/INang. Reelangger Trap/Mang. Reelenpalar Ttap?dang Rectengelar 7iap7rdma- Raalanaplu ImplTdeng. Rectenyvlar Trap/Trlang. Reetangolar Ttap/Tdan9• lfe0SangvlOf lowmarlg. Recd-w r Ttep/Otang. o Laadng LoadnB Loafing loadnp toadng taadnH Laadnp tcadna LoadlnB Loafing Leadng Lwdng Loafing L4adng Loafing Loadng Load(AH Leacing re Alum,Tube0 _ $. $r, Mull n da ` r9 �' II , N�` ©` 8 �� 8c4� � c� 131 �1 s � I I .til 1 � 421n 170.0 620 170.0 435 170.0 744 1 1TD4T470 170.0 488 170.01 SOB 170.0 992 170.01 619 170.01 1116 170.01 521 170.0 7210 170.0 621 170,0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 Q 48fi i7A0 708 770.0 5M 176,0 660 770.0 584 170.P H92 7780 610 170.0 113) 170.0 697 170.0 1375 170.0 677 170.0 5477 170.0 880 170.0 1700 170.4 680 570.0 1987 170.P 886 151.8 2824 178.0 880 w 60,625 In 170.0 747 170.0 583 }70.0 896 170.0 831 170.0 1048 170.0 684 170.0 1195 270.0 723 170,0 t345 170.0 147 170.0 1494 1700 766 170.0 1793 170.0 756 166.0 1919 170.0 756 138.5 Iola 170.0 158 -S s 541n 170.0 797 170.0 612 170.0 950 170,0 891 170,0 1116 170.0 761 170,0 1275 170.0 003 170.0 1{34 170.0 837 IT0.0 7594 170.0 850 159.9 1799 170.0 BB1 177.1 1799 17d.0 881 120.0 17DB 170.0 881 tu p O 80 to 170.0 885 170A 761 170,0 1643 170.0 797 170.0 1240 176.0 878 170.6 7427 F- INS. 1)14 170,0 1594 170.0 998 155.5 1618 170.0 1633 129.8 1818 170.0 1063 111.4 161H 170.0 5083 87.2 1819 170.0 1085 3 8.7 N 170.0 870 170.0 745 170A 1116 110.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1016 156.7 1542 170,0 1078 141,0 1642 170.0 1172 117.5 1542 168.6 1168 700.1 1542 167.9 1157 86.1 1542 167.9 1157 •'-1 C, -SO1n 170A D74 170.0 789 170,0 1169 17p,9 861 170.0 1365 170.0 1002 180.6 1472 170.0 1050 142.8 1472 IS8,6 1148 128.5 1472 158.6 1130 101.1 1472 147,8 1108 91.8 1472 146.0 1104 80.3 1472 148,0 1104 (✓a g �• �i 721n 170.0 1063 INA 876 170.0 1275 170.0 1008 1568 1320 1682 itot 132.0 ON 149.9 1082 117,3 1320 737.6 1066 tD5.6 1320 128.8 1049 Seo 1320 117.0 1024 75.4 1320 112A 1013 66.0 ON 112.8 1012 •� (71 F �� 76 In 170.0 1122 170.0 877 149A 1104 159A ID13 120.2 1184 139.9 994 112.2 fl& 125.7 976 99.7 1104 116.3 964 69.8 1144 107.5 952 74.8 1184 97.0 915 61.1 1184 93.1 927 66.1 1184 92.3 625 �� f3 Z 781' 188.1 1124 170.0 967 130A IIN 147.0 065 iffi,e 1124 t28A 947 103.8 if24 115.6 931 H2.3 t124 t0$.$ gib 03,0 1124 96.5 906 69.2 1124 69,0 690 59.3 1124 84.3 881 61.9 1124 83.2 576 Q 1101n 106.1 814 711.5 750 80.1 844 94.3 736 77.2 844 82.7 724 67,8 844 73.3 712 60.1 844 68.5 702 64.0 644 61.4 S93 45.0 944 54.2 678 360 644 800 868 33.6 844 47,7 662 1)61n 69.1 742 J13 74.2 742 772 852 83,8 742 87.2 841 55.7 762 59.9 831 49,0 742 61.1 622 44.5 742 49.8 614 37.1 742 430 600 31.8 742 39.8 590 27.6 742 37.5 564 Q ( y� y40 ac.. 108 to 82.6 668 52.1 588 97,8 521 d4.7 986 468 613 39.1 we 4i.i 685 3;.8 588 37.3 408 37.3 566 3;.2 482 28,1 586 2D,g iat 2Z,3 545 28,8 472 18.5 11!!n 57.6 655 48.0 555 195 4�4.1,2 407 38,0 SSS 38A 480 32.0 556 34.2 473 28.8 655 31.3 487 24.8 535 27.5 457 200 655 24.3 448 14,0 555 224 442 4717201n 45.4 176 78.0 675 34.9 4 420 28.5 476 29.6 414 25,3 555 26,6 109 226 475 24.21 404 14.0 475 21,1 395 18,3 475 iB.7 387 14.3 476 17.2 381 144TH 28.4 330 220 330 22; 31 297 76.6 330 17.0.1 293 t~ O 4 TABLE 7B O @Q !n ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Anchor Ca acl Table Obs) ANCHORCAP.,a,,,e, Samtmte: 2.7k Cortsrelo 3.6%rano, Hall-CMU FlDed CMU PT Wood Metal (DP,,,)X( =ANCHOR CAP.,., '718'Eko 1f{'SS Eke 5116'Eloo 04'68 Eko 010 Steel #12 Steel 012 Sled MULLION CAP.,_,_ Memrrype: 31I8'EkoNb9can 1/4"EkoUlVeeon 3/1 le-ulVaeon 7q'EkoUlVticm (G6)Scmw(OS) ssrowtGs) USE THIS FORMULA TO OBTAIN THE'ANCHOR AnehorClipPatteme UlVeeon A mGator Ultrecon AggreGatot se7ax Edea Distance(in): /' 2112- r 2-112' 341r I• 244 t• 2•itY 2• 3.1/8• 2• 0.48- 0,64' 0,324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment 8nT 1-374' 1.314' t-314• 13/4' 7 14/4' 1-1/4' TI14* 1 1-1/4' 1-114• 1-1/4' Y 1318' 1316' vedu ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchor @ 4.75'Min.O.C.1 StandNd ar Cllsei COp(Ftp.182): 390 8u 39011. 450 In. 666bs 76449. 270 toe 280 the 354 Its 740 rbs 374 lba 664 We 946 tbs 341 iM 442 lm See 11. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnehomA22558n.O.C./Standvd(a of-et)Clip(Rp.37 70610. 700lb, 590 Ns 1410 Me 05211. WA560lbs NIA 630Im WA 880 lbs NIA 662 lbs 68511. 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED B Anctwrs@7,45 M1a.O.C.t Standard(e05se0 COP(Fla.47 7M,Ofm 1400 V. WA WA WA 4w 766 Ws WA WA WA WA WA 1363 lbs tin te 224016s MULLION.IT WILL.YIELD A MINIMUM ANCHOR 4 Anchofs 83'N%.V.Q./(2)245 Ao0le Clip/(Fla.5): 78011. 760lbs 660 lea 1560 W 189619. 51D I1. 60011. WA 7601bs 74811. 660 lbs 189219. p821bg BBb lm 1120 ros CAPACITY WHICH MAY BE USED TO QUALIFY 6Atsatp[sg3•Min.O.Qt(2)2z5Atgta t3tpot(t1g,63: 11101be tt70lbs 1020 i1. 2340 ars 2844!0. Wo 840 lb. WA S1d0 i1. 1122 lee 1320 tbs ME 132?lee issolbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 gnctwta®tl.45'Min.O.C,!U431p,Into A25•Alum.(Flp,7): WA WA WA NIA WA WA WA WA WA WA WANIA 1430 lbs ANCHOR CAPACITY TABLE. RODUCTRBYfS$D 2Anwircm 6'g 2.25 MTn.O.Ct F47ip 87 35011. 35010. 290 ne. 705 tbs 470 faxi WA 280 lbs NIA 16 lb, WA 410 i1. 442 fm 560tbs cordptying wllhdLep)Odd• 4 Anehom 1.15'Mi..O.CI p{11p(Fp,B): 48011. 70011. WA Wq WA WA 380lbs WA WA WA WABBS I1. 112011. uadiag t'bd4 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. A4 Putnro No . I LYNN -y 5.062' �-•- --( 1.000' �--- pfT4a�on a �.tf TABLE NOTES: J,L� i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION .44am) ado Produ64 Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, `'` '�QN��GENS • • • • • ♦ • • • ♦ 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 4,000' aLV 4.000' � No.56705 - SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE B: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '"Cl • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690•WOOD SHALL BE - •• "TE F46 • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 'p� ��aT(;LOP 0 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 5' .375' :4�ss••. THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL ANCHORS /t t t r�NAitt�� ANGLE CLIP(FIGURES 686)MUST BE USED iN PAIRS. EXTEND AT LEAST 318-8 .EWTHREADS 4 0 SBTMULLION MUL BEYOND THE MATERIAL.#10 8#12 1X i 1• LI _ . ANCHORS INTO WOOD BEON A.LYNRm R,P.E. FL 13.121 58705 TABLE 8A a h Mulllon Capacity Table Ibstfe) €# Opening Width(for vertically-sparnig mullions)or Opening Haight(for horiVritally-spanning mullions) Xo,�s�C 501n 6014 701n 80 in 901n 1041. 1201n 1401n 1801n 15 LXXa O Rectangular TeprTOang. Raclangular TraprTdang• Rectangular Traprnlang. Reetangular Trepl7danA. MetangiAar Trapl9lang. Rectangular Tmpl7bang. Reclangular TraprRim• RectenSuler TiaprTdang• Recten9ula Traprtdong. S y$ 1.26"X Loafing Loafing Laadn9 Loafing Laadng Loafing Loadng L"adng L.oadut0 Loadng Loafing Loadng Loafing L.adng Loadng Loafing Loading Loafing c2 3.188"x .266"Alum �' P .' F .F� .�' P �' .' F :• S k' �' B P .F' U) d Tuba Mull aB o � h H �.c g a tis k "a � a a� zt N 8 8 8 8 8 8 3 8 8RR 8 t� 8 8� 3 3yy 8 8yy 3 c9 a9 8` d 8 8 �a 8 8 8 8" 8 8 �� b � §� b� .�� 5g �m ~ 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BB0 170.0 See WDA 992 170-0 519 170.0 111(1 170.0 521 170.0 1240 170.0 521 170.0 1400 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 J W 46 In 170.0 708 170.0 524 170,D 650 170.0 564 170.0 092 170.0 630 170.0 1133 170.0 681 170.0 1216 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1548 170.0 660 116.1 1648 170.0 680 seen 1. 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 604 170.0 1195 17DA 723 170.0 1345 170.0 747 167.0 1488 170.0 758 139.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1468 170.0 756 b 0 30 641n 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 176.0 803 163.1 1316 170.0 837 146.8 1376 170.0 650 122.3 1376 170.0 881 164.8 1376 170.0 661 91.7 1370 170.0 561 M O 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.9 1169 170.0 078 139.0 1168 167A 930 123.6 1158 150.8 919 111.2 1156 150.0 912 92.7 1158 144.8 905 78.4 1158 144.8 905 69.5 1158 144.6 905 F=.. W (0 J 631. 170.0 830 170.0 745 160.1 1051 170.0 850 137.2 1051 155.0 662 120.1 1051 142.0 848 108.7 1051 132.3 837 86.1 1051 125.7 830 60.1 1051 119.5 822 60.6 1051 119.1 821 60.0 1051 110.1 a21 d J 71 681n 181.1 957 170.0 789 139,3 057 151.8 005 119.4 857 134.0 760 101.4 957 121.8 777 02.8 BST 112.8 787 03.6 857 108.8 758 69.8 957 100.0 750 59.7 057 ABdI 748 52.2 057 98.9 148 Z J$ 72 In 128.7 804 1351 608 107.3 804 115.2 804 91.9 604 101.3 871 60A 804 91A 660 71.6 804 64.1 650 61.4 Boo 78.8 iS/3 53.6 ea 72.3 633 48.0 801 69.0 629 40,2 804 69.8 626 Z 76 In 109.4 722 114A 630 912 722 972 618 78.2 722 65.3 6% 66.4 722 76.7 586 80.8 772 70.3 588 54.7 722 65.5 580 45.8 722 59.5 570 39.1 722 56.7 863 34.2 722 58.2 564 J � M 78 is 101.2 685 105.6 500 64At45347.1 568 72.3 685 78.5 $77 6J.3 685 70.5 668 66.2 665 64.5 560 50.6 685 80.1 553 42.2 655 54.3 543 36.2 065 51.4 537 31.6 885 50.7 536 N '•• r 901n 85.8 515 68.0 457 64.A 449 47.1 515 50.1 441 41.2 515 44.7 434 [30.2 SO 40.6 426 33.0 515 37.4 471 27.5 515 33.1 413 23.5 515 30.5 407 20.6 518 29.1 404 Q x Z N zz 96 in 64.3 453 65.8 404 45.3 397 38,8 453 41.0 391 33.9453 36A 385 453 33.0 379 21.2 453 30.4 37! 22.6 453 26.6 366 19.4 453 24.3 360 VA 453 229 356 I-- � W(n ODs 1081n 36.1 358 39.0 323 31.5 318 27.2 358 26.4 313 23.6 358 262 300 358 22.7 304 18.1 358 20.8 300 15.9 350 18.0 283 (nlit In 35.1 338 35.6 306 29.3 301 25.1 338 26.1 297 22.0 338 23.2 283 338 20.9 269 17.6 338 19.1 285 wX �1201n 27.8 290 28.3 264 23.2 260 19.9 290 20.6 256 17.4 290 18.2 253 290 10.4 249 1441. 16.1 201 18.3 188 Q `-' Z N O O . 0 TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: - o�md' AnchorCe act Table(lbs) ANCHOR CAP.,,„,,,,, o'er rc� S.Wlrale 2.7kCnrc.de 3.5k Cont. Hd1oWUM Fl0eclC61U PT Wood illdd (DP_)X( )=ANCHOR CAP.- 6/76'Elco 114'SSMe HIS•Elco 114'SSEIco 610SIod 912SIoel 012Stee1 MULl10NCAP.,,,,,,,,, Anchor Clip Pattema MThor type &1B'Elro Unaon lhl'Eko ullwaa ullracon 3'16•Elco l -co 114•Eko U9mcon 'gWoGator WI.Con AggleOaar Screw(G5)Saar(G5) 6crav(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge aslarce on) P 2-117 V 2417 3418' 1• 2.92• 1" 2-/2' 7 3-18' 7 0.45• 0.54' 0.324. CAPACITY REQUIRED'CORRESPONDING TO AN F4ntrednrnl n 1314' 13'4• 1314' 134' 2' I-14' 1-14'_ _1-114' 1-14• 1-v4• 1-114• r I_n' lye' nates ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncmW®4.75,Id10 O.C.I Standard a 01601 C11p(Mg 1): 390 IDs 30010s 450 lbs 890 lbs ISM lbs 270103 2801DS 3M IbS 740Irc 374105 664 to 0161os 311 los 442109 560106 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcbors®1.15'Id1.O.C.ISlanmm(a OI6egClip(Flg 2) 481 IDs 7rolm NIA IVA IIIA IIIA 3"81 Me NIA IUA IIIA IIIA IUA 682lbs 88510; 1120IDS CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArcMrs an,un.O.C.1(2)2a5An2Ia C0psl(Fig 3) 780 IDS 780123 6901os 1560 as Ie ilbs 5lolbs 66063 ++/A 76012! 748IDS 880 Ins 1602M sg21bs 885103 1120109 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Amnors®0.4V Min.0.0.1 Uc6p,Inlo.125,A1um.(Fig,4) Il/A Ion IUn WA IIIA NIA IUA NIA IUA tl/A IIIA IVA IIIA IDA 143066 CAPACITY WHICH MAY BE USED TO QUALIFY iArclnr1FCOp(njt4 195106 195128 225 ma 4451m 8220s 1351'es 143 Ibs 177 lbs 370Iba 187123 332 ms 473103 170 lbs 22110s 780Irc ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancfors®1.15'1-0.O.CJFCB g 240 lbs 350126 ti/A IBA IIIA NIA 1m 109 tllA IgA IIIA IUA IUA Milos 442 ms 660 We ANCHOR CAPACITY TABLE. PRODULTRBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 8 campylod612E 1he1'lodda Bu0ditlg Coda V� Ao41aylmloo t'7o FIGURE 1: FIGURE 2: ZI Detcb TABLE NOTES: • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION BY ade Product Conlin) • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: ,� �a,0•,........�'1/� �� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188' >�•' \CENSE'•.�F,p CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS T� :• ' BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. r 265" ND.58705 '•,7r IN PAIRS. 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 `_� •• `t � FIGURE 4: FIGURE 5: FIGURE 6: T '�O t2 OTr'-S [V�� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1.25'X 3.188'X.265'MULLION �S'•."ZORIDl`.•'•G\\�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/4'VF MULLION) f� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.IL O ITyt&Ek P.E. FL P.E.#513705 TABLE 9A W off A Mullion Capacity Table(lbel11T) Opening Width(forverdeallyspannirlg mullions)or Opening Height(for hodzonta0y-spamir7g mullions) N 50 in 60 la 101n 80 In 9013 100 in 1201n U In 160 in yj�'{ 1.25x3.25 Reclenpakr TrspTdan9. RealdnBg.r Ttepf7dan0. RaclengaUr Trap'rdang. Realenguur Trapf7dang. Reclenliular Tmpldang. R4omngular TmprRimg. Raclangular Tmp'rdang. Reclangalar Tropfmang. Rectangular Papridang. 4: toadin Lwdirp Loading Loa"g Loading Loading Loafing Lwdmg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading oY U x.100 Alum.Tube P _ _ P _ P P P PMullion Lf) 40. 04 421n into 620 170.0 435 170.0 744 110.0 478 170.0 BBB 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 621 153.3 1118 170.0 521 127.7 Me 170.0 521 109.5 1118 110.0 521 85.6 1110 1700 521 I8 N 170.0 706 170.0 524 170.0 850 170.0 661 167.8 970 170A 630 118.7 978 110.0 661 130.4 978 170.0 677 117.7 978 170.0 680 97.8 978 170.0 880 a7.8 918 17a.0 Bso 77.1 978 110.0 660 ,,"'1j LU 50.625 in 170.0 711 170.0 663 170.0 a98 170.0 831 150.7 927 170.0 684 131.9 027 188.5 708 117.2 927 159.1 699 105.5 927 158.3 698 17.9 927 158.3 695 75A 927 156.3 695 65.9 921 158.3 695 = _ A U) 5113 170.0 797 170.0 612 154.5 889 170.0 691 132.5 889 153.9 683 115.9 889 141.8 669 103.0 869 134.0 660 92.7 689 INA 654 77.3 689 129.0 652 60.2 669 128.8 652 51.9 869 128.6 652 0� 60 N 1431 746 153.8 634 119.4 /d5 132.3 620 102.3 746 111.6 808 60.5 746 107.8 599 79.6 746 101.0 592 71.0 148 96.8 587 59.7 746 83.3 583 5t.2 718 93.3 567 44.8 746 93.3 683 m 0 O (� M 63 N 123.1 117 132.0 679 103.1 677 113.2 668 88.4 817 100.4 555 77.3 877 91.4 548 68.7 677 85.2 539 61.9 677 61.0 534 51.8 877 77.0 529 44.2 677 74.7 529 38.7 677 TB.1 529 h U � J 601n 107.6 617 114.1 530 89.7 811 87.6 510 78.9 417 Ba.3 500 87.7 617 76.3 610 59.8 111 12.8 191 63.8 Biz 1/.1 119 44.0 117 IIA 113 31.4 611 83.1 412 33.1 611 63.1 482 a p� 72 in 82.9 818 87.1 450 89.1 518 74.2 440 59.2 510. 85.2 432 51.0 518 60.8 425 48.1 518 54.2 419 41.4 518 50.7 414 34.6 516 48.6 408 29.6 516 45.0 406 25.8 618 46.0 405 Z J i m eE 76 N 70.5 465 73.7 406 $8.7 485 62.6 398 50.3 485 54.9 390 44.1 465 49.4 384 39.2 465 45.3 378 35.2 485 42.2 374 20.4 465 39.3 387 25.2 465 38.5 384 22.0 485 36.2 363 -1 Z' I 78 N 65.2 441 68.0 387 61.3 441 57.7 379 46.8 441 50.8 372 40.1 441 45.4 368 36.2 441 41.6 360 32.6 441 38.7 356 27.2 441 34.9 349 23.3 441 33.1 348 20.4 441 32.7 345 J �❑ o:Z 901n 42A 332 43.0 215 35.4 332 37.0 289 30.3 332 32.3 284 26.5 332 28.8 260 23.6 332 18.1 276 21.2 332 24.1 272 17.7 332 21.3 268 152 332 19.6 262 113 332 16.7 260 C3 06 In 35.0 291 36.0 260 29.1 291 30.3 250 25.0 291 26.4 252 21.9 201 23.5 246 19.4 291 21.3 214 17.6 201 19.5 241 14.8 281 17.1 238 US 201 1 16.6 232 '" Q N O 700 N 24.11 230 25.1 208 70.5 230 27.1 205 17.5 230 11.3 201 15.4 230 11.2 198 � x Z W �-• 111 N 22.6 218 23.1 187 18.9 218 19A 194 78.2 218 16.8 191 14.1 210 14.9 166 � ��mO N NI S 120[a 17.9 187 18.2 170 14.0 187 15.3 167 (L( M W x (Y/3 U N Q Q-- Z a m0 0 TABLE 9B Anchor Ca achy Table(Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA:y �" �� Subslmlo: 2.7k Conant. jj 11a. HoWN CMU Fined CMU PT Wood Kleist (DP_)X(ANCHOR CAP.,,,,,,-)_ANCHOR CAP.,,, $ � p' lco ifd'S3 Elco 5118'Elco 114'SS Elco 910 31661 0I2 SIee1 912 Sta.1 `MULLION CAP., ,,,, Anchor Cllp Patterns, Amber Typo: 3118•Elm Ullmcon 114'Elco UlUmn n 3118'Eiw Ugmoon 114•Elco Uilmcon A."Calcr Uibacon AMeOator Scmav(G5)ScmW(GS) 6cmw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olstance M): 1. 2-112• 1' 24/1 • 1. 2.112• VWANIA 1• 2• 3.118• 2• 0.41• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment(in). 1.314' 1.3'1' 1.314' 1314' 1.114' 1.114' 14' 1-114• 1.114' 2' 1318• 1-376• wdes ACTUAL PRESSURE REQUIREMENT FORTHE 2Ancbwa 04.75•MIn.O.C.I Standard or OBaal ail,(Fig.i): 390 ms 390 abs 450 IN 890 lbss 270109 28010.5Ibs 314 lba 604 lba 0481he 341 lbs 442lbs 660lbs OPENING,WHEN IT IS LOWER THAN THEMULLION 4 Anchors®1.15'kiln.O.O l Standard(or Olbet)C41p(Fig.2k 480169 70016. WA WAWA 38010. A WA WA WA 682 tbs solb. 1120 Ws CAPACITY(FROM THE TABLE)OF THE SELECTED 4]3' O.C.1(2)2a5Angle dips/(Ftp.3) 7801bs 700 to. 68016. 156016s , 5401Ds 56016. 16* 748 lbs 680 lba 1892 ms 682 Ws 685lbs IINIba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Aseho .-0.54-MNO.C.I U13ip,Inlo.100•Alum.(Fig.4): WA wA WA WANIA WAAWA WA WA WA WA 050 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1AnchorlF.CIIp ig.6' 1951ha1951Ds 225lba 445109e 135109140 lbs109107105 332 lb. 47310. 170 Ws 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 Ambom®1.15•Min.O.CJ F-01p(Fig.BY 240 Ib3 3501bs WA WAWA 19016* A WA wA WA 341 lb6 4/2160. 580160. ANCHOR CAPACITY TABLE. RODUCI'REVISED UP endluQodo the Florida FIGURE 1: FIGURE 2: TABLE NOTES: -1ptaaogNo.250" e« p • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 4iaml ad*Product Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. III IIII/ FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � �( VNN Mlze 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' .•• \CENSE ''•F'P ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS P'• • • • • CLIP MUST BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = 717 I-0U.50'105 -_ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100' -'17 '. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: ••, S A ��S �w BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • .045 TH CKDBE A(8 GAUGE).STIRUCTURAL STEEL TO BEATOF.101)"THICK.STEEL DFAST 125'S TO BE A ATHICK AND A36.AINIMUM GRADE LL�O Q��S •F(ORIOP, HE ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100' 1// S/0NA1_�C7� #10&912 ANCHORS INTO WOOD MAY BE STEEL,IB-B S.S.OR 410 S.S. MULLION A.LYNN MILL �2,P.E. ff7- FL P.E.#58705 TABLE 1010n2� Mullion Capacity Table(Ibsifla) A g Opening Width(forvedically-spanning mullons)crOpaning Haight(forhorizode0yspanning mullions) 50 In 60 In 701n BO in 90 in 1001n 120 in 110 N 160 in p 126%316 Raclangula7 TrapTiang. We ph, PaplTdan9, RaclangUar Trap7nang. RM.gulai TmpVang. RW MWaI Traprrdang R.amgalar Trap'fdang. Raclan9ular RapTriang. Rectangular Trep/Tdang. ReclangUer Treprhlang. Q: � Leading loading Loading Loading Loadig Loading Loading Loading Loading Loading Leading Lc -0 loading Loading Loading Loading Loading Loading oY g U %.624 Alum.Tube .� .F .�` .e E� -e .g E'. P_ .S .f,. nF •8,. '9 �.. .. .F,. Mullion o 3 BA v IIA n 3g 3 ?�, mY. :A n :€. 3 �€- o A u 2 oA oA o dA 1 �@ u S S oa S u' uo u u u u u u . Sa S Sa u u S u _ .e go s s'z f€ �� f� �� $� & � 8� s'€ �� s� & A �� Ee �� s'� �& fe Erc �d �� du`a` � 8� O_ U) 421. 170.0 620 170.0 435 170.0 744 170.0 470 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 110.0 521 170.0 1240 110.0 521 170.0 1468 170.0 521 370.0 1735 110.0 611 170.0 Hot 170.0 621 J W 48 In 170.0 708 170.0 524 170.0 BSO 170.0 581 170.0 992 170.0 630 170.0 1133 170.0 661 110.0 1275 170.0 677 170.0 1417 170.0 660 170.0 1700 170.0 680 169.7 1979 170.0 600 148.5 1979 170.0 690 50.626 in 170.0 741 170.0 563 170.0 896 170.0 631 170.0 1046 110.0 684 170.0 1 U 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1793 170.0 756 152.6 10/7 110.0 766 133.5 1877 170.0 756 LU o O 641n I1D.0 797 170.a 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 003 170.0 1434 170.0 837 170.0 1594 170.0 656 156.4 1769 170.0 861 134.1 1759 170.0 861 117.3 1759 170-0 861 m CD 60in170.0 685 170.0 701 170.0 1063 110.0 797 170.0 1240 110.0 078 170.0 1417 170.0 944 161.1 1511 170.0 996 145.0 1511 170.0 1033 120.8 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 {{ 631n 170.0 930 110.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 156.6 1370 170.0 NIS 139.2 1370 170.0 1076 126.3 1370 164.0 1092 101A 1370 155.9 1072 09.6 1370 155.3 1070 78.3 1370 155.3 1070 LU Ea 661n 170.0 974 170.0 789 170.0 1169 17010 903 155.6 1248 170.0 1002 1362 1248 150.6 1013 121.1 1240 147.1 1000 108.9 1248 139.0 989 90.0 1240 130.4 978 77.8 1248 129A 976 68.1 1248 129.0 976 J 72 in 167.6 1059 170.0 879 139.9 1049 1602 892 119.9 1019 132.1 B75 101.9 1049 119.1 660 93.2 1019 109.7 e4a 53.9 1049 102.7 838 69.9 1049 94.3 825 59.9 1049 91.2 820 52.4 1049 91.1 020 J 3 0 7610 142.7 911 149.1 022 118.9 911 INA 805 101.9 941 111.2 791 892 941 100.0 777 79.3 941 91.7 766 71.4 911 85.6 757 59.5 941 77.6 7N 61.0 941 74.0 737 44.6 911 73.3 736 � 9 18 in 132.0 894 137.6 183 110.0 894 116.9 767 94.3 097 102A 753 02.6 694 91.9 740 73.3 894 84.1 730 6S.0 894 78.3 721 55.0 091 70.7 7D7 47.1 894 67.0 701 41.3 094 66.1 698 Q cr g r s 901n 85.9 671 Bill 596 71.6 671 74.9 505 6110 671 65.3 $75 63.7 671 68.2 566 47.7 671 62.9 558 43.0 671 48.8 551 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 Z � N 961n 70.0 590 72.8 527 69.0 590 61.1 618 50.6 590 63.4 509 46.7 590 41.6 602 79.3 590 43.0 194 15.1 590 39.6 480 29.5 590 31.7 477 25.3 $90 Ji.6 669 22.1 590 29.8 464 108 in 49.7 466 50.8 421 4110 466 42.8 414 35.6 466 37.1 406 31.1 466 32.9 602 27.6 466 29.7 396 24.9 466 27.1 391 20.7 666 23.5 702 17.0 466 212 376 15.6 166 19.6 ]70 fn N oO o� 111 In 45.0 441 16.1 400 30.1 171 39.3 393 42.7 441 34.1 307 28.6 441 30.2 782 2510 411 27.2 376 22.9 111 24.9 372 19.1 441 21.5 367 16.4 441 19.7 356 11.3 671 17.0 351 M 1201n 36.3 37a 36.9 344 30.2 378 31.D 339 25.9 378 26.0 334 22.7 378 23.7 329 20.1 ]18 21.3 725 18.1 370 19.5 Y!i 15.1 370 16.7 311 X N 1171n 21.0 262 21.2 212 17.5 262 17.8 239 15.0 262 15.3 236 (� Cy Q O O ao Z 0 rn TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: S g €of mm' � AnchorCepeclty Table(lbe) e' ANCHOR CAP.,,,,,,,,,,, o a Sutntrdle 2.7%CorcrHe & 5k C=. RtllowglU FIIIeg C1.lU PT Waod 01Ha1 (DP X )=ANCHOR CAP.,,, 11'SSEko 516'Ekorbsffl .DSfetl #12 Steel 012 Steel MULLIONCAP.,,.�,,,a, AnthorClip Palteme Mcha Typo 3116'Elco UDrsm 1/d'L3counracon 3x11;Elco unrxon t/a'EkoOnmcon Apgre09or UOmcm crew(06)screx(OS) Scrtw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dslarce on) 1' 2412' 1' 2-112' 1' 2.1/2' 1' 2-112' 2' 3440.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN EmbeUned n 19/4' 1314' 13/4' 19/4'. 1-14' 1-114' 1-114' 1104' 1-1/4' 1.114' 1.3'0' 15'8' va0es ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancmrs @ 4.7Ir 611e O.C./Slandam a onset Cep Mg1) 300 to$ 390106 450104 BOO 106 270 mS 2810105 3541Ds 7401bs 3741bs 661114341 ms 442 its Oso ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArcOas@1.15'Llin O.OISIandad(aomet)Cnp(ng 2) 400105 7001bs NIA 7VA IUA 380 Im RIA IUA IUA 111A692 ms 8951DS 1127 M CAPACITY(FROM THE TABLE)OF THE SELECTEDdArctpn@3'GIn.O.C./'1oA111.C1,11g 3) 780 ms 78DIm 680 Ws 15601x6 610101 66010 IIIA 7601os 748164 680 toe Is 926921bs e851Ds 1120 too MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anc7grs@0.61'IAN.O.C./UCBp.InIo.1WAlum.(FIg 4) IIIA IUA IIIA IUA N/A IIIA IUA WA IUA IIIA IUAIIIA 7UA 950108 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FC6p 09.5} 195IDS 105 N3 225 ms 445Ibs 822106 1351os 14084 1771Ds 370Ibs 1871Ds 3321bs170104 221105 28o lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncMn @ 1.15.7AIn O.CJ FC6 g 6) 240104 351 IDs IIIA IUA RIA tl/A 190Ibs N/A IUA IIIA IUA 7UA 341 IOs dd21x SBO IDs ANCHOR CAPACITY TABLE. PRODUCT RBVISED 13 uildins Dl Dade With the Florida cceplmw No_14 ,O FIGURE 1: FIGURE 2: TABLE NOTES: 11,21111 etc �6 • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • I�odu01 Cm:7rn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LIII IIII// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\�� Ny LYNN 4,� FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. Q•,• SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��-;' '•,jt• FloBEIUSED T SHOWN ON SHEETS 21-23.FIGURES SHDW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _'0'. 7/L FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 4• •, f 'BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE L STATE OF • 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND �� •FCORIO?'.•'•G�` .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL i t9 p O ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25•X.624' ,'11 S1ONA�- t` . #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYFI(IJ IMILI.�R,P.E. FL P.E.#58705 TABLE 11A . Mullion Capacity Table QbJIMIa) Opening Width(forwdicelysparWng mtEons)orOpening Haight(for hortzattagispanning mullions) �C I'e 5013 601n 701. 801. 901. tool. ' 12013 140m Ise In Red 577 d(3 1.26%394 Mvlar Trep?rlang. Radengular Trapn3ang. RedmgNaz Trep/fdang, Rectangular TIBp4riang. Rectangular Trey/Manq. Redanguler Trapn3ang. Re<tongular TrelJrdang. Reclanguier LeprTriang. RedargNar Trep7rieng. p X.624 Loading Loadl.g Load�nq Loafing Loading !.casing Loafing Loading Lc.&.g Loading 1...09 Load-ng 7006.30 Loading Loadr.q t...rog Loadwg Ccming A� .,.M.Tub .S n .§'.� •s' �� ' .E".. n s., € -s.. € .g _ i, .v,. s" f.. s,. .• -'... -s �'.. €,. •g F "B" Mullion k a n� S u�• oG s 2@. 8 �4 >� g g 2 aS v o a s 8 : a qa 3 •' $� kk IG i2 2 f �2 f Ya � 8 8@ e has E� �� xo� $� $� $a 0 W 42 in 170.0 620 178.0 435 INA 744 f70.0 470 170.0 $w 170.0 506 170.0 992 110.0 619 170.0 Ills.110.0 521 116.0 1240 170.0 521 [t70.0 1680 170.0 621 170.0 1735 170.0 52t 170.0 1983 170.0 521 _I 401. 110.0 709 170.0 624 170.0 $SO 170.0 584 Use 992 110.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 770.0 680 1700 170.0 Us Ilse 1983 170.0 $00 170.0 2267 INA 689 _ _ 50.6251. 170.0 147 170A 563 170.0 696 170.0 631 INA 1076 170.0 684 170.0 1195 170.0 723 170.0 1375 110.0 741 170.0 1491 170.Q 755 1793 170.0 756 170.0 2092 170.0 756 110.0 2391 170.0 766 ,2 641. 110-0 797 t70.0 612 into, 956 1TBA 691 170.0 lira 170.0 754 110.0 1215 Imo 003 170.0 1434 570.0 837 170.0 1597 170.6 US 1413 170.0 $61 170.0 2231 170.0 061 166.2 2403 170.0 86t w 0 "I" VIA $65 17010 701 17a.a 1063 170.0 797 170.0 1240 170.0 ela 170.0 1411 170A 944 170.0 1694 110.0 996 170.0 1771 IlOA, 103) 2125 170.0 1063 1483 2163 170.0 1063 129.8 2163 110.0 1063 � fQ � �63+3 170.0 930 170.0 745 170.0 It% 170.0 B50 170.0 111 170.0 910 170.0 1480 110.0 1015 170.0 1673 110.0 1076 170.0 1859 170.0 1122 2060 170.0 1169 134.6 2060 170.0 1111 111.7 2060 170.0 1111 a6613 170.0 974 170.0 789 170.0 tf69 170.0 903 110.0 1367 170.0 1002 170.0 1558 170,8 1086 110.0 1763 1101 7155 170.0 1948 110.0 1210 1966 170.0 1276 122.6 1966 170.0 1286 1073 1966 110.0 1286 - 721n 170.0 1063 110.0 078 170.0 1276 170.0 1009 170.01 1488 1 170.0 1 1126 170A 1700 170.0 1228 164,1 1734 170.0 1315 138.7 1731 169.6 1386 115.6 1131 155.9 1364 99.1 1134 160.4 1352 06.7 1734 150.2 1352 r LP 3; F@ w 7643 179.0 1122 1701 937 170.0 1366 170.0 JOIN) 168.6 1556 170.0 1209 147.4 1556 145.2 1283 131.1 1556 131.6 1266 117.9 1656 161.3 7251 98.3 1116 728,3 1229 eta 1556 122.3 1219 73.7 5556 12L2 1236 J �❑ u Z J$tn 110.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1411 169.3 1246 136A 1117 152.0 1224 121.2 1477 139.1 1206 159.1 1417 129.5 1191 909 1477 116.9 1169 77,9 1477 t10.B 1168 60.2 1477 109.3 1164 Q Min 142.0 1110 146.6 MG INA 1110 123.9 960 101,5 1110 107,9 951 00.0 1110 90.3 936 78.9 1110 07.5 922 71.0 1110 80.7 910 692 1110 71.3 091 50,7 1110 66.6 878 44.4 1110 62.1 070 Z +� N t1,1111A 915 121.3 812 97.6 $75 391.5 856 63.6 975 08.1 812 73.2 915 78.6 629 65.0 975 7L2 817 595 475 65A 007 48.$ Btb 57.6 189 41.6 916 52.3 116 30.6 976 493 tfi7 XZ82.2 771 04.0 696 68.5 771 70.7 685 $8.7 771 61.3 674 514 711 54.3 664 46.7 771 49.0 655 41.1 771 46.9: 611 34.3 771 36.9 632 294 771 35.0 621 25.7 771 72.4 6175.7 130 77.3 661 63.1 730 65.0 650 53.1 730 563 640 47.3 730 49.9 63t 42.1 730 45.0 622 37.9 730 41.1( 616 31.5 730 35,6 600 27.0710 31.9 689 23.7 730 29.3 585649 624 614 669 49.9 621 51.2 560 42.8 624 dd.3 652 ]7.5 626 ]9.2 546 33.3 624 35.3 537 300 624 32.2 Sat 25.0 624 37.7 559 21.4 624 24.6 604 18.7 $24 22.5 501 D-' x 15.7 437 35.1 600 20.9 137 294 395 2!10 433 254 390 21.7 433 22.6 395 10.3 133 20.0 381 17.3 433 18.2 376 0 0 a m CO (1) TABLE 11B AnchorCapacityTebie(fba) ANCHOR CAPACITY ADJUSTMENT FORMULA: kX X Substrate 2.71,C0 rde a.6kCa1c, Hollow Mill FULdCh1U PT Wood Idr4ts (DP,)X(ANCHORCAP-,-,-)=ANCHORCAP.eaa � 516'Eito 114'SS Ekb d71C Eko 1/4'44 Eico at0 SteN nf2Sted 012 Slxi \MULLION QAP., ,.", AnehorCll Patterns Ancna'fype: 9tCEmou0ra00 vd'Ekouttracon una<on &iCElioUftmon 1l4•Ekoultmeon gg (c6) ( ) USE THIS FORMULATOOBTAIN THE'ANCHOR p Agg6Oalor uloattn A'SS Stmw(G5)SCMv Screw GS Eagaastatre6n) 1' 2-112' 1• 2-fir 3110' V 247r 11 2-az' z ave' 2' 0.48' 064' 0.924' CAPACITY REQUIRED'CORRESPONDING TO AN EmbMenl n 1014' 1.94' 1314• 13'4' 2' 1.114' t-114' 1.116" hU4' 1.114' 1-114' 2' ty0• i+ye' 1Gries ACTUAL PRESSURE REQUIREMENT FOR THE 2 Atfctn»{914,76 RBrt O.C.tSardad 0100:61 Cup 1770.f1 090 WS 390 ita 456106 wogs i6W los 270 MS 2$0 io5 ass 103 740 Its 37497 666106 els gs alt los 442105 1.'60 im OPENING,WHEN IT tS COWER THAN THE MULLION damnasCt.16741no.c.fslanmm(macegcep(Rq.2) 0.09706 TO3we IUA rue eua IUA awIDS rue WA RTA IUA rue 2-S OBS Me 32$106 CAPACITY(FROM THE TABLE)OFTHE SELECTED "A"e" I Idle.ac.t(2)z<6A7g1eCnps7 t71q.9) 78D lbs 717386 wows 1550116 1wslDs 660706 5w i0s HrA 7601m 748 In $$3716 1692 los 6az- das" i123 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AtE7ors l�0.66"MI5.QC,I U-0Ilp,Into 600'Alum.sFlg,4) IIIA IUA HIA WA HIA IUA IUA IUA rUA NIA IUA IUA HIA IUA 7267 Me CAPACITY WHICH MAY BE USED TO QUALIFY IArtI&I KC6p(no,fix 195 ms 1967106 2251 445116 $22+16 13Sms 1401ts 177106 370Ite 107lbs 332IDS 473 Its 170019 22/IDs 280 fos ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor@1.15`1413 O.0/FCBpM 6y 240104 3501M HlA IUA IIIA JIM I 1901bs IUA IUA IUA IUA tWA-1 311109 I442104 500 Ns ANCHOR CAPACITY TABLE. PRODUCTRBVISED av'0mplyblg Wm the Florida Baadra8tade 1.250" Acal>�m+IVo FI URE 1: FIGURE 2: oaDaw TABLE NOTES: _ + 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iamE ado Pm ucf Contr.t ON LOADING,SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ,1111 11 1 1 1 I l I1j1 I. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� O ,...•••..4 C( / FIGURE 3: �'S�;'LiCEN$F '•.F� �,. ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE 3.94' •t; 3rC CLIP IUSED T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ;1 No,r,8705BE = SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ ��••;; IN PAIRS. `(�_ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -0 �� r (�' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ;'�_'•, FIGURE 4: FIGURE b; FIGURE 6; BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE �j S ATE O �4/� i * 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _.624 !��'••..,0!?!p� �C2� .046"THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL Jr « d ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, rris��j NAL "" #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25•X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE12A Mullion Capacity Table Ibstle ® n Opening Wldlh(forver6caly-sparlring in1111ons)or Opening Height(for horizontally-sperding mttllons) ce 501n 601n 701n 601n 901n 1001n 120 in 1401n 1601n U's Rectangular Trapllllelg. Reclan001ar TrapRtlang. Reolen9uler TreplTdorg. Recton9dor TmplTaang. Rectan gular TrepRAong. Rnclerg(Iar imp/7dang. Rectan9ufar Trap79deng. Raclangular TiepRdang. Recl4nWlar TmpRdeng. o 2%4X.26 Lowing Loafing Loafing Loading Loafing Loafing Loadog Loafing Loafing Loafing Loafing Load L4admg Loafing lcadn9 Laadng Loafing Loadng a: rc "Mu�l� � ��s gas $ � B � � � gag $ ) .. O c9` r9 rg r3 B 115 8 r$ c9 c3 lS ti a CV Ni o s 421n 170.0 620 170.0 435 170.0 744 17D.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 '1170.0 521 170.0 1188 170.0 621 170.0 1735 170,0 521 170.0 1883 170.0 621 481n 170.0 708 170.0 524 170.0 850 170.0 664 170.0 092 170.0 630 170.0 1133 170.0 661 170.1) 1275 170.0 877 170.0 1117 170.0 660 170.0 1700 170.0 680 170.0 1883 170.0 688 170.0 2287 170.0 680 J W 50.625 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1181 170.0 766 170.0 1793 170.0 758 170.0 2042 170.0 756 170.0 2391 170.0 756 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 661 170.0 2231 170.0 661 170.0 2550 170.0 861 LU C) 0 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1063 160.8 26W 170.0 1063 0 m U) 631n 170.0 930 170.0 745 170.0 1116 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 166.7 2553 170.0 1171 145.9 2553 170.0 1171 681n 170.0 074 170.0 789 170.0 1 f6 170.0 SW 170.0 1364 170.0 1002 170.0 16% 170.0 1006 170.0 1763 170,0 1165 170.0 1648 170.0 1210 170.0 2338 170.0 1276 151.0 2437 170.0 1286 1329 2437 170.0 1286 721n 170.0 1083 170.0 878 170.0 1276 170.0 1009 170.0 1188 170,0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 171).0 1387 145.6 2181 170.0 1188 124.8 2101 170.0 1528 108.2 2184 170.0 1530 Z 761n 170.0 1122 170.0 937 170.0 1348 170.0 ON 170.0 1570 170.0 1209 170.0 1794 170,0 1322 165.1 1860 170.0 1421 148.6 1960 170.0 1605 123.6 1960 161.0 1548 108.1 1960 154.0 1535 92.0 11960 152.7 1531 � LU � asZ 2 781n 170.0 1151 170.0 967 170.0 1361 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 167.1 1500 114.5 1861 147.7 1473 88.2 1881 1]9.8 1158 85.0 IBeI iJ7b 14114 Q (055 90 In 170.0 1328 170.0 1144 149.1 1398 156.0 1218 127.8 1386 136.0 1198 111.8 1398 121.3 1178 80.4 1390 110.2 1162 69.5 1396 101.0 1147 74.5 Me 69.8 1122 83.9 1398 82.7 1105 55.9 1398 78.9 1096 z J Q 961n 147.4 1229 151.5 1098 122.9 1229 127.8 1079 105.3 1229 111.2 1061 92. 1229 98.9 1044 01.9 1229 89.6 1029 73.7 1229 824 1016 61.1 1229 72.2 883 52.7 1229 65.9 977 46.1 1228 62.1 867 Z W 1081n 103.6 971 MA 877 66.3 971 69.0 an 74.0 871 77.2 849 64.7 871 68.4 837 57.5 071 61.8 825 S1.8 971 58.5 816W971 796 37.0 971 44.0 702 32,1 971 10.8 771 C</3 NIli In 95.4 919 97.3 832 TB.S BIB 61.8 819 88.1 919 70.9 808 59. 919 829 7& 53.0 919 58.7 784 17.7 919 51.11 774 768 34.1 918 10.2 742 29.0 910 17.1 732 W 76.5 788 76.8 716 62.9 788 64.6 705 53.9 706 55.6 695 47.2 786 19.4 666 41.9 766 44.4 077 37.7 786 40.5 688 653 27.0 Tae 31.0 661 23.6 788 28.4143.7 548 442 504 36.4 548 37.0 498 31.2 548 31.8 491 27.3 546 282 485 24.3 546 25.3 478 21.8 616 22.8 476 184 15.6 646 17.2 455 13.7 548 15.5 4411 („) N Q O O Z TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: S m0 s.0 AnchorCapaclty Table(lbs) ANCHOR CAP.,H,,,,,,, �ma, SUM12Ie 2.7K Nnclele 36k Canc. No0ow 04,11 FNeO CI.IU PT Wood IAHd (Df,,,)X( )=ANCHOR CAP.,,, SP Un Elco "'"SS Elco 5116•Elco v4•ss Elco atn 5100 a1251ee1 at2 steel MULLION Cl.:. Anchor Clip Patterns Mcnor Type. 3'16'Eko unracm 1/41 Eke unmmn Un. 3+tc Elco uilfacm il1•Ekounmcon AggeOdor U.. Agg..or ...(W)S[rm(GS) scfrar(G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Up DMance on) 1• 2-112' t• 2412' 5118• 1' 2-112 r 2-1r r 516" r 0.46• 0.64• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embcdnml on) 13/4• 1314' 1314• 13r4• r 1-114• 14144 1-7144 1.14• t-114• 1-114• r 1.1.18• 1.N8• vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2MEMM®4.751 LIIM O.C./Slandam oromse1 Cup(Fg 162) 390Ibs 390105 4501- 8901. 16U ms 270lbs 280 lbs 3%Ibs 7401. 3741bs 6641bs 0461bs 341 ms 442116 56o ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ancnofs 112.68"Lnn O.C./staldard(«Offwt)Clip(Rg.3) 740 ms 7401M 630 Ibs 1465 IM 14241- IIIA 570� IIIA ®SIM IIIA coo IM IUA 682lbs 69s IM 1120105 CAPACITY(FROM THE TABLE)OF THE SELECTED 6ArcMas®1.71'LlIrt O.C.I Standam(or 01MI)Clip 09.4) 885 Ibs 0501 7581bs 19461M IIIA IIIA 705144 NIA 7991M IIIA IUA IUA 1022Its 1327144 1Gm1. MULLION.IT WILL YIELD AMINIMUM ANCHOR 4Anchors@TIAm.O.C./al WArgle Caps l( 25) 791 ms 7 M 6m IM 1561144 18a61os 01Ds 560M IIIA 7601bs 748 Iles Mies 1992144 MM 8a6� 11ZIms CAPACITY WHICH MAY BE USED TO OUALIFY 6AmhoR®3't.11n.O.C.1(2)2(5Angle Cllpsfpg.6) 1170ms 1170144 1020 ms 2340144 2844Ibs Bt bs BdO IM NIA 1140 m6 1122 Ib' 1320Ibs 2838IM 10221. 1327 IM t6001M ADDITIONAL ANCHOR OPTIONS FROM THE 3AmMm @ 1.341 IAIn.O.C./U-01p,lm0.125'ANm(Fg.71 IIIA IUA IUA IUA NIA 111.0 tUA WA WA IIIA IUA IUA IIIA IUA 10731 ANCHORCAPACITYTABLE. BAncham00.61'Min.O.C.I ULIIp,Inlo.12,5'num.(Fg.B) IIIA IUA N7A IUA NIA II/A IUA IIIA tUA IIIA. IUA IUA IIIA IUA 21 I. PRODUCTR13VISBD 2Mchoa®268'I.Iln 0.01 F-CUP 3701. 3701- 9IiKbs 7491. 712144 t11A 2809- WA 518144 IIIA 440144 IUA 3411bs 442ms r60IDs ascunytly6l�wAts 166 FIW1110' Butldiog 03dc Mmtofs 441.711 MIA.O.C./Flalp(Flg.10) 4431b4 5251. 379105 0731. IIIA IIIA 3531. IIIA 300TH IUA tllA IUA bums 661105 840144 poap(8e�ty0 �D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. onDato CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000" 1arN adc Product Control - • • • • • • TABLE NOTES: 1111111111)/I • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��',.•'�10ENSF '•.FAQ /� FIGURES: FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �' '•%C • • • • R3S T .250' - x 4.000" 58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT MENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • LOCATIONS.THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21- .FIGURES SHOW SUGGESTED,APPROXIMATE HOLE �. - SIATE 0 FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: gNGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �;�T•'•. F H,.•'�� •• • • CMU SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. CORID• (FIGURES 586) (CMU) / :. • • MUST BE USED ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.045"THICK(18 2- (FIGURES d'X.25'MULLION �� S��nJ{>,� IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN IMILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 TABLE13A Mullion Capacity Table bsMe a Opening Width(for vertically-spartring mullions)or Oponlng Height(for horizontaIVspennirg mLiflions) 501n 601n 70 in 601n 901n t001n 1201n 14 In 160 In Reclen lar Tre Reclan oder Tm d y�y77' gu p/l)lorg. g plT 114'0. Reclarl9oler Lep'Tdarry1. RaclangJar TrepRdeng. Reclengdar TmpRdmig. ReolengJer TopRdang. Rectangular Tmp/Tdang• Recta hep7fdeng. Raclangular TrepRdong. ,j F 2116x,26 Ling Loafing Loafing Loafing Lead.0 Loafing Loafing Loafing Luadrq Lcacing Lwdng Loafing Lcaft Loadne Loadng Loafing Loafing Loafing o:4 Aium.Tubo a p n r a .0 p x x '.. '_ a -�� •$ �' �. '� '' '.-. -�.-. '.. '.. 6� a 'oa MJulon a a� g � a R. •a �� la a >x s g R '$ ��, >� >x a a a a s z�x €� t�I@ 5� �@ 5� 3 A. S 8 5� �� 5� � 6� c�Y 3h 9 3§§ 47 3 3 3 3� cR 9f c3 3� S 3` �� N 11111 1a s'1 U s� Z u rc 42ln 170.0 620 170.0 435 170.0 744 170.0 470 1170.0 888 t70.0 506 170.0 032 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 521 U 48 In 170.0 708 170.0 524 170.0 650 170.0 581 1 170.0 092 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 (180 170.0 1700 170.0 660 170.0 IA83 170.0 660 170.0 2287 170.0 680 J W 50.625 In 170.0 747 170.0 563 170.0 808 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 ,170.0 756 170.0 1783 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 2 641n 170.0 797 170.0 612 170.0 058 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 858 170.0 1913 170.0 861 170.0 2231 170.0 861 170.0 2550 170.0 681 W 0 CO 601n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1594 170.0 098 170.0 1771 .170.0 1033 170.0 2125 170.0 1007 170.0 2470 170.0 1083 170.0 2833 170.0 1083 831n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 040 170.0 1486 170.0 1015 170.0 1673 170.0 1078 170.0 1659 170.0 1f22 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 66 in 170.0 074 170.0 769 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 ISM 170.0 1088 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.0 2336 170.0 1275 170.0 2727 170.0 1280 170.0 3117 170.0 1288 z g • 721n 170.0 1063 170.0 678 170.0 1275 170.0 1009 110.0 1488 170.0 1128 170.0 1700 170.0 1278 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 7188 170.0 2875 170.0 1529 170.0 3100 170.0 1530 U LU 701n 170.0 1122 170.0 937 170.0 1346F170.O]1434 080 170.0 1570 170.0 1209 170.0 1704 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 18211 170.0 3140 170.0 1694 170.0 3589 170.0 1705 J a 9 z = 781n 170.0 1151 170.0 967 170.0 1381118 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3667 170.0 1790 Q J ice.. Q Z N O 90 In 170.0 7328 170.0 1114 170.0 1581328 170.0 1859 170.0 1488 170.0 2125 170.0 1053 170.0 2381 170.0 1783 170.0 2856 170.0 1018 170.0 3168 170.0 2125 158.0 3113 170.0 2273 136.5 3113 170.0 2381 Z Q 98 In 170.0 1417 170.0 1232 170.0 1700434 170.0 1083 170.0 164 170.0 7187 170.0 1794 170.0 2550 170.0 1052 170.0 2837 170.0 2005 180.0 3189 170.0 2338 137.1 3199 168.8 2470 120.0 3199 1561 2428 � �1081n 170.0 1504 170.0 1409 170.0 1913847 170.0 2231 170.0 11170 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 161.9 2333 123.6 2781 140.4 2251 105.0 2761 125.9 2234 92.7 2761 1160 2180III in 170.0 1838 170.0 1454 170.0 1988700 170.0 2293 170.0 1932 170.0 2021 170.0 2140 151.8 2632 1623 2245 136.6 2872 1461 2218 113,6 2872 128.4 21811 87.8 2832 115.1 2128 85.1 2832 108.3 2098 WX52j U120 In 170.0 1771 170.0 15M 170.0 2125858 161.1 2252 158.8 1891 135.1 2252 141.4 1881 120.1 2752 127.2 1838 108.1 2252 118.1 1816 90.1 2252 98.8 1.72 77.2 2252 88.9r.ql ! 8 2252 81.1 7060 FL X 144 In 125.1 1561 128.8 1445 104.3 1584425 890 1584 91.5 1407 782 1584 80.7 1380 68.5 1564 72.3 1373 61.6 iSSI 85.7 13M 52.1 1584 58.0 1330 14.7 1584 10.21 I. M.41283 d EN Z 0 0 TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: $ �U s:0 € 'aw Anchor Ce acl Table(lbs) 4'v :; ANCHOR CAP.,-,- `y, g�rc� SUMlmlr 2.7k Concrete 3.5k Com. HOHax C51U Faded C81U PT Wood Metal (DP,)X( )=ANCHOR CAP.- 6' 1/4'SS Elco 5/16'Eico IIVSSEka 410Steel #12SIeel #12 Sled MULLION CAP.,,,,, Anchor Clip Patterns An°AarTYPa 34'16"Eke Uluncon 114'Elco Ullman 3116'Eko Uluacon 114'Eke Ulbocan UlOecon AgOraGelar Ugrecon AggreGator So-(G5)Screa(G5) smew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dlslame(In): 1• 2.12' 1• 2-1W' 3.116' 1• 242" 1' 2.112• 2' 3.110• 2' 0.48' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment onT 14V I' 1.314' 1.314' 14/4' 7 1414' 1.114' 1-114' 1-1/4• 1-114' 1414' 2' 14/8- 1-318' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Amham 4J 4.76'MIn.O.C.16landard or0(1sol Gip(Fig.162): 390103 3901153 450 lb, 89D lbs 1644Ib 270!be 280!be 354 lbs 74010s 374 lbs 664 ms 948 Ibs 341 lb. 442103 S601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnclaraC4.68'L11n.O.C.I Standard(or08se0 Clip ft.3): 760[be 780 lbs 9001153 1760 We 32321be 540[be 5601be ?06 lbs 148011,3 746 The 1272 lbs 1892 lbs 6821bs 885 lbs 1120103 CAPACITY(FROM THE TABLE)OF THE SELECTED SAnorwa@1.71'Ltim O.C./Standard(orO3se0C6p(Fig.41 1180lbs 14001153 late lbs 25951be WA WA 940[be WA 1065103 WA WA WA 1363 lbs 17701w 2240 lea MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anclae@ 'Min.O.C.IR)2x5 ANIo Gips/(Fig,5): 7801bs 780 the 6601153 1s801bs 1896103 540 as 560 We WA 760lb, 748[be SWibs 1892W 682163 865163 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 8 Anchors Q Y Min.O.C.I(2)2x6 Angle Mps/(Fig.BT 1560 Ib, 1560[be IWOI 3 3120163 37921153 10801011 1120 lbe WA 1520 lbs 1496 lbs 17601bs 3764 lbs 1363 lbs 17701153 2240 lba ADDITIONAL ANCHOR OPTIONS FROM THE 12AmMm®1.5-MIn.O.C.1(2)2x5Anglo Qip3/(Fig.7): 1600163 21"JA We Ws 31601153 WA WA 1320103 WA 15001be WA WA WA 20451153 26541b 33601154 ANCHOR CAPACITY TABLE. RODUCT RBVISBD 4 Amhara®1.34"W.O.C./UCllp,lnlo.125'Alum.(Fig.8): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301153 Complying whh fBeflorld0 8 Anchm®0.64'MIn.O.C.I Ualp,lalo.125'Alum.(Fig. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 20011bs 1�-2.000'-1 ugdlog CbdO _�Ti1O�D 2 Anchors/94.68'Alln.O.C)F-Cap(Fig.10): 3901153 390Im 450103 890103 IBIS Ibs 270163 2801153 354103 740100 3741153 03011,3 046lbs 341 lbs 442lbs 56011,3 looepttalen NO .11.1 4Amhora®1.71'Min.O.CJ F•alp(Fig.111 : 5901bc 7001bs 505163 1208lbs WA WA 470 lbs WA 533 lbs WA .WA WA 6821bs Mies 1120 lbs DetO .250• NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: _•,tiami Dade Product Ccinno FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURES:FIGURE 10: FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 1%%%%I I I I I 1111 • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� ( •/( C� ,....... C / 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �- • • • • 6.000' T.• -)�� • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS =`4'5 f1G.58705 • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON = FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -ANGLE Q/ -'O � .� t`S.:Q//� • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED J5 S'fATE \�; (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED /;0�C�'•• F•LOR10f':••• �y [E] • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' � S ••••" LC�• • • • • • • • USELIST o N BE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO �1,'910N A\' PAIRS. BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•X e'X 25" A.LYNN 1 [LLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E-#58705 TABLE 14A e � Mullion Capacity Table Ibs0 Opening Width(for vertically-spelullrg mullions)or Opening Haight(for hoHzgrdely-spaMng mullions) g�W�r x le.4 I 501n 601n 701n 80 In 901n 1001n 1201n 1401n 160 In ,r4 O Reclaneutu Trap'TeanD. Reclan9War TraplTdane. Rectangular Tmprrdarg. RedeiguIv Trapraaig. Rectangular Tra)JTdarG Reclargular Trzp/Tdarg. Rectangular Trawdarg. ReclaneWar 7rapTriana• Reelargular TrapRdang. ,SSSS a: Loa41 Loading LeddIM Lwdng Loam Loadrg Load Loath Ioadi Loadng L� g LDadl L-41ra Loaaine Loa41nD L.-S-9 L.Wirg Loading 2 i 1.26"x 2.11" n8 re nD ro re ne $ v x.126"Alum g g_ $, _ _ Tube Mull Is I ` 11 � � c�_,1 5 fi fi 5 b Is b 5 fi fi fi 5 fi § $ !- 421. 144.2 526 167.0 428 120.2 628 148.9 419 103.0 626 138.8 414 90.1 529 134.6 411 60.1 626 134.1 411 721 526 434.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 528 134.1 411 _j UJ 481n 96.6 403 106.0 333 60.5 403 94.7 325 69.0 403 80.4 320 644 403 81.4 317 53.7 403 7D.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.5 403 78,8 314 30.2 403 78.6 314 W Ul 50.625 In 823 362 91.0 301 68.6 362 79.3 294 68.8 362 71.9 289 51.6 362 67.2 288 45.7 362 84.6 284 41.2 362 63.6 K-3 63.5 253 29A 362 63.8 283 25.7 382 63.6 283 �G c 54 In 67.8 318 74.1 267 565 318 642 261 48.5 318 57.7 256 424 318 53.5 253 37.7 318 50.8 250 33.9 318 49.5 49.1 248 24.2 318 49.1 248 21.2 318 49.1 248 m pBDN 49.5 258 53.1 219 d7.2 Z56 45.7 214 35.3 258 40.7 210 30.D 258 37.2 207 27.6 268 34.9 204 24.7 258 :33.4 32.2 201 17.7 258 J22 201 15.5 258 322 201 F � (O J631n 427 234 45.6 200 35.6 234 39.1 195 30.5 234 34.7 192 267 234 31.6 lag 23.7 234 29.4 186 21.4 234 28.0 26.6 183 15.3 234 26.6 183 13.4 234 26.5 183 W tg In 37.2 213 39.-0 103 31.0 213 337 178 28.5 213 29.8 178 23.2 213 IL 27.0 173 20.8 213 25,1 170 18.8 213 23.7 22.2 187 13.3 213 220 168 11.6 213 22.0 168 Z (0 m 72 In 26.6 179 30.1 155 23.9 179 25.6 152 20.4 178 22.5 149 17.9 179 20.3 147 15.8 179 18.7 14S 7 §W 761n 24.3 161 25.4 140 20.3 161 21.6 137 17.4 161 18.0 135 16.2 161 17.0 133 J o uZ 7B In 225 162 23.5 133 18.8 152 19.0 131 161 152 17.b 126 Q In z r Q N O TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA:Anchor Capacity Table abs) F- ANCHOR CAP.,,,,,,,,•F Q X Z VD -o sltal2tC 2.7k Concrele 9.6k Cc . HDII"C6tU Wase elAU PTWoaa IA[!al (D?,)X( >=ANCHOR CAP_ U) �ft � 6lf6'EKo 1114-ISS Eko 6116'Eko V4'SS Eko 9105701! 412 Steel a12Sleei MULLION COP.,,,,,,,,,,, °S Armor Type 3'16•EKO U16xm 114-Elco U9rd[m 3I76'Eko U62c4n 1/4'EKOUleacon USE THIS FORMULA TO OBTAIN THE'ANCHOR W N AnchorClip Pafteme UnlacOn AggreGalor Ullrxan AggreGalor screw(GS)Screw(GS) screw(GS) x Y Y Edge Dinance(ln) r 1 2-12' P 2410 3.116• r 2.12• 1• 2e2• 2• 3•VB• r o.da 4.51• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN U) Enn1060drf11110T ta4• ta/d• 744• tad• r 1•v4• 1-u4• t-v4• 1-V4• t-V4• 1-V4' r tae• tae• tadea ACTUAL PRESSURE REQUIREMENT FOR THE U (V Q 4Arcrors493.61In.O.C./ 2r5Arglordi3/O-191y 7801Ds 1 780103 66DIDs 1560IDs 119s10a 1 640104 560105 7VA 7W los 746145 Bea 103 teat 105 6821os Bas 103 1430143 OPENING,WHEN IT IS LOWER THAN THE MULLIONQO_e� O 0 CAPACITY(FROM THE TABLE)OF THE SELECTED Z�'O 1;0 MULLION.[TWILL YIELD A MINIMUM ANCHOR CAPACITY WHICH 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. Fes-1.266'--1 OD1' 1 w1171 the Pledda SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I p'�9 uilding Code 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. oxpt-.NA4- 9 FIGURE I: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• %iiemf*Product Coalrol FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 125• 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 :�`��0•L1GENg!t1��k YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125" Q••'• F THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.126•MULLION '• •'.3� LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) No.58705 THE MATERIAL.#10&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. _ = 0 =,��•. ATE F ,� '7S��NAL GN //rinnt�` A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A ® � N N ie Mullion Capacity T•ble Abate) _ OpeningWldth((oruerticalVsparWrgmtkiors)orOpeningHeight(forhortzodsiVspaMrgmUllions) 501n 601n 701. 50 in 1 801. 1 1001. 1 120 N 1401. 1601n O Rectangular Tra d o pR arq. Recmn6ular Trap/Tdeng. Reclengulm TrepRdag. Reclartgder Treplidang. Rectangular TraplTdang. RCclen9tlar TmpRdang. Reetengutar TrepRdang. Reclanguler 7leprtdang_ Rectangular Trep?deng. fid K 3,26"30 Loading Loafing Loadng Loafing Leafing Loafing Loading Loadn9 Ltwdng Loadrg Loafing Loafing Loedng Da ng Loafing Loafing Loafing loafing c� U DEG.AL a 1> D _ �' F _ D -- 'a p 2:• D 2^ F _ 1> p D BAY MULL z z$,.. a.. .. ,. �0-.. m... •0 �0., ate$ B 8� �� S � N s 5 � x x rc x x� a x x s x s x x �rc 421n 170.0 620 170.0 435 170.0 744 170.0 470 170.0 B68 170.0 608 170.0 992 170.0 519 170.0 11111 170.0 521 170.D 1240 '170.0 521 170.0 1488 170,0 521 170,0 1735 170.0 521 149.1 1740 170.0 521 J W 45 In 170.0 708 170.0 524 170,0 a% 170.0 581 170.0 992 170.0 630 170.0 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 170.0 680 114.2 1522 170.0 No _ �o 50.6251. 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1048 170.0 884 170.0 1195 170A 723 170.0 1745 170.0 747 1642 1447 170.0 7511 138.9 1417 170.0 750 117.3 1443 170.0 166 102.6 1443 170.0 768 W O 0 641n 170.0 797 170.0 6t2 170.0 958 170.0 691 1700 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 85(1 120.3 1353 170.0 881 103.1 1353 170.0 861 00.2 1357 170.0 661 m M to 601n 170.0 885 170.0 701 170.0 1063 170.0 791 167.0 1218 170.0 87B 140.1 1216 170.0 9M 129.8 We 159.6 938 116.8 1218 152.1 924 97.4 1216 148.1 913 83.5 1218 148.1 013 73.1 1218 148.1 913LU I-• U J 63 in 170.0 930 170.0 745 170.0 1116 170.0 SW 1603 1150 11181 033 131.4 1150 153.0 914 11&0 1150 141.9 898 105.1 1160 134.2 BaS 87.6 1150 120.7 671 76.1 1150 1262 870 65] 1150 126.2 670 � 68 In 170.0 971 170.0 789 1524 1048 165.8 ON 130.6 1048 146.6 084 114.3 1046 133.1 050 101.6 1046 123.4 039 01.4 1049 116.6 630 76.2 1040 109A 821 65,3 1048 100.2 818 57.1 1046 108.2 818 Z o 721n 140.8 880 147.9 764 117.4 880 126.0 746 100.6 660 110.6 734 68.0 060 100.0 722 76.2 880 92.0 712 70,1 680 88.2 703 583 660 79.2 693 50.3 880 78.5 BBB 44.0 880 76A 688 76 In 119,7 790 125.1 690 99.8 790 108.4 676 85.8 790 93.3 667 74.8 790 83.9 652 68.5 790 76.9 817 59.9 790 71.7 635 499 790 65.1 624 42.8 790 62.1 019 37.4 790 61.5 617 Q .- f 781. 110.8 750 115.5 857 92.7 750 98.1 841 79.1 750 85.0 632 89.2 750 77.1 621 611 750 70.8 812 65.4 750 65.7 805 482 760 59.4 594 39.6 760 56.2 588 341 750 55.5 580 Z Q Q N O 90 In 72.1 563 74.4 500 60.11 563 629 491 51.5 563 54.8 483 45.1 687 48.9 475 40.1 687 M.4 488 38.1 50 40.9 402 30.0 683 38.2 452 25.6 503 33.3 445 225 601 31.8 442 Q m Z00 _O LU m o r, 961n 59A 495 61.1 447 49.5 495 51.6 435 42A 405 44.8 427 37.1 495 39.0 421 33.0 495 36.1 415 29.7 495 332 409 24.6 495 29.1 400 21.2 495 28.6 791 18.6 495 25.0 390 4n W-0 N 1081. 4.7 391 42.6 353 34.8 391 35.8 348 20.8 391 31.1 342 28.1 791 27.6 337 23.2 391 24.9 333 20.9 391 22.11 328 17.4 391 19.7 321 14.9 391 17.8 315 111 In 39.4 770 39.2 335 32.0 370 33.0 330 27.6 370 28.8 325 21.0 170 25.7 320 21A 370 22.8 Me 19.2 370 20.9 712 18.0 370 18.1 305 Y Y LU N rn 1201. 30A 717 30.9 209 26.3 317 28.0 284 21.7 717 22.5 2811 19.0 317 19.9 276 16.9 317 17.9 273 Q co Q O O 144 In 17.6 220 17.8 203 $ Z m0 S:O TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: �m� Anchor Capacity Table(Ibe) ANCHOR CAP.,,,,,,,,, Subelmle: 2.7k Comtele 3.5k Com. H011"cAfu Filled CMU PT Wccd Mehl PP.,)X( )=ANCHOR CAP... W16'Ek. 1W SS El-5118'Elco 114'SS Elco #10 Steel 012 Steel 012 Steel MULLION CAP., ,,,,, AnchorCifp Patterns Amh.,Type: 311V Eko Ult-en 114'EIC.U twon Ulu.. 3116'Etc.Uit- 1/4'Elm Ultr- A.."Mor Ultmcon AppreGetor screw(05)screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01stame on): 1• 2-1/2• 1• 1 2-112• 3.118• P 2-1rz• 1' 2-1/2' 2• 3.118' 21 0.48• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Ont 1314' 1.114' 1 V4• 13/4' 2. t-1/4' i-1R' 1-1/4' 1-114• 1-114• 1.1/4' T 13'8' I.=- wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Amrore4)5'Mirt 0,41(2)2115 Angle pips/(FI9.1)'. 39010. SBOIbs 45010. 8901bs 17001b. 2701bs 20010.. 35410. 14016. 3741ha 72016, 946 lbs 34110. 4421bs 58010. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehore®35.69.O.C./(2)2.5 Angle COpa/(Fig.2): 780 H. 780 Ns 7B0I 3 16701b. 2525 @. 54010. SBO Ibs WA 11201hs 7481b. 88D lbs 1892lbs 69116. 88916. 1120 10. CAPACITY(FROM THE TABLE)OF THE SELECTED BAmhofs402.71'MI.O.C.1(2)245Angi.Ulps/(FIg.3t. 112016. 112016. 0%Ibs 22461bs -F254 ft WA 84010. IVA 1 10591b.. I WA 1320Ibs IBA 10221bs 1327 lbs 1680 Its MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1110DUCT RRVISED ANCHOR CAPACITY TABLE. uwng4fyingwjib lhoFlo da FIGURE 1: uOdlOg Ccdc TABLE NOTES: aeplmtco No oasyl Nc • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. L (amt ads Pf uct Cohwl FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 1111 1111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125' �� Y LYfJAl HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Si 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' No.50%05 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-T6 AND BE A MINIMUM OF.125' -_-Urc THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30'BAY - /77iibb1 �S I[/ LEAST.126'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION O�•.• Si TG ;'((�� • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. •.'<OR10P..•'��;: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��S�ONAI. A.LYNNIh41LL9R,P.E. FL P.E.#58705 TABLE 16A Mullion Ce ao M2 Table Iba �Rx Opening Width((oruerfirally-sparring mUlions)or parting Height(for fnrizonlalysparring mUllons) �~� 50In 601n 701n 001n 901n 1001n 12o 1n 1401n 1401n o 0 Rectangular TwIrde-ir Rectangular Topridan9. Rectangular TreprMarg. Rectangular TrapRdeng. Rectangular Trap/Tdang. Reclangder Trep7dang. Rectangulm Tre{JTdeng. ReelangWar T�epTdang. Roclenp+lar Trap/Tdang. o e.x 3.26"48 Loading L..ft Loadng LosdnO Loadng Loafing Loafing Loafing Loadug Laedng Loafing Loafing Lowing Loadng aadng Loadng Loadng Loafing not g DEO.AL '� '_ '� a,. a .. �'a to BAYMULL g g S >Y 8 B & N J3 a 3 3 3 3 3 a � 3a In is 1i a m s:F s h s 6 r; 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 BOB 170.0 508 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 1 170.01 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.4 521 J W 481n 170.0 708 170.0 $24 170.0 850 170.0 581 170.0 002 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 183.7 1637 170.0 660 140.3 1637 170.0 680 122.8 1637 170.0 BaO _ 50.625 In 170.0 747 170.0 503 170.0 898 170.0 631 170.0 1040 170.0 084 170.0 1185 170.0 723 170.0 1745 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 758 128.1 1552 170.0 756 110.! 1552 170.0 758 W CD o 641n 170.0 707 170,0 612 170.0 BOB 170.0 601 170.0 1116 170.0 754 170,0 1275 170.0 603 170.0 1434 170.0 637 155.2 1455 170.0 658 120.3 1455 170.0 BBI 110.8 1455 770.9 601 97.0 1465 170.0 661 � ~ M 601n 170.0 585 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 876 157.1 1300 170.0 044 139.7 13M 170.0 998 125.7 1309 163.5 894 104.8 1309 157.1 082 69.0 1309 157.1 902 75.6 1309 157.1 882 F V 83 in 170,0 930 170.0 745 170.0 1118 170.0 880 1629 1247 170,0 940 142.5 1247 184.5 963 126.7 1247 152.6 905 114.0 1247 1N.3 952 05.0 1247 138.2 Bag 81.4 1247 135.7 035 71.3 1247 135.7 935 W ; m EL Bain 170.0 074 170.0 789 170.0 1189 170.0 803 118.4 1190 IB3.7 BBS 129.0 1180 147.9 045 115.4 1190 136.5 028 103,9 1100 128.4 BI4 88.8 1190 110.5 808 74.2 1100 118.1 893 64.9 11DO 118.1 693 C 721n 161.6 1010 169.6 077 134.7 1010 144.6 659 115.4 1010 127.2 842 101.0 1010 114.7 828 88.8 1010 105.8 617 50.6 1010 80.9 807 87.3 1010 00.6 705 57.7 1010 87.8 700 50.5 1010 87.7 760 Z 761n 137.4 908 143.6 792 114.5 908 1220 775 08.1 906 107.1 761 85.9 008 98.2 749 78.3 BOB 88.2 738 68.7 jr 29 57.3 908 71.7 718 49.t 808 71.2 710 42.0 BOB 70.8 708 Q «33 R 761. 127.1 861 132.5 754 105.0 881 112.5 738 90.6 801 08.6 725 70.4 881 j31.7387 [28.6 881 01.0 7D3 63.6 94 53.0 Bet 68.1 681 45A 861 64.5 675 39.7 801 63.7 90 In 827 818 65.4 574 60.8 848 721 564 59.1 846 62.9 654 $1.7 Me 840 50.9 537 41.4 30 34.5 84a 41.5 519 295 MB 38.2 511 25.9 848 38.5 607 Q m Z 00 1- LU mp d0` 981n 68.2 668 70.1 608 66.6 688 59.1 499 48.7 SOB MA 401 42.6 568 568 41.4 476 34.1 70 20.4 568 33.4 459 24.3 568 30.5 452 21.3 568 28.7 447 � Lu 1081n 47.9 449 46.9 405 39.9 449 412 399 342 449 35.7 393 20.9 440 449 28.0 362 23.9 377 20.0 449 22.7 38B 17.1 418 20.! 361 15.0 440 Ili) 350Ili In 44.1 425 45.0 385 36.6 425 37.8 378 31.5 425 32.8 373 27.6 425 425 20.2 3112 22.1 358 10.4 425 20.7 350 15.8 125 18.8 313 d' 0 W �1201n 34.0 3M 35.5 33129. 3M 29.6 328 24.9 3M 258 321 218 304 3M 20.5 313 17.5 309 V � Q O O 1441.- 202 257 20.4 233 IB.B 257 17.1 230 a A mO TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacltv Table Iba ANCHOR CAP.,, -: F -7 i, 9ubslala: 2.7kCorcrtta 3.5kConc. Houmcmu FNM CMU PT wood U0.32-4 (Duo)X( )=ANCHOR CAP.,,, 5/18'Eko 114'SS Eko 5718'Elco 1M'39 Ek. 010 Steel 012 Steel MULLION CAP.,, , Anchor ClipPahema AnchorTYpe, 3I18•EkoUllacon 114'ElcoUllrecan 3116•Ekoultracon IA-Eko111-on ul6*Eke. Aggrcoetor ut6'Mo AgOSS Ekr 410 S(G5)sorew(G5) USE THIS FORMULA TO OBTAIN Edge Distance(In) 1' 2-Ir2' 1• 2.112 3-116• 1• 2-112• 1• 2-12' 2' 3418' 2- 0.48• 0.M• CAPACITY REQUIRED•CORRESPONDING TO AN Embedment lin): 1.344• 1-314' 1-LI' 1.3/4' 2' 1414• 1-114• t-114• 1-114• f-1/4• 1414' 2' 1718' 1818' ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@6'Min.O.C./(2)2x5 Angle Clips/(Fig.1): 3901ba 390 No 4501ba ODD ms 1700Ibs 270 Ibs 2801bs 3541bs 740Ibs 3741ba 7201bs 9461bs 341 ms 442IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AnohmQ 3.5•klta G.C./R)2x5Arglo Cliips I(Fig.2): 7Bg IW 78011. 79D ms 1070lbs 252511. 540153 6601bs WA 11201bs 74B Ibs 880IM 189215. 68211. easlmCAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors Q 2.71•htia O.C./(2)2x5 Angle Clip51(Fq.3): 11201bs 112011. 958Ihs 224811. 2254lbs WA Moms N/A 1059lb* wA 132011NIA 1022 ms 132711. MULLION,IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 3 Fle7ide FIGURE I: Ou6mng Ccd:/) -JIDS-C) TABLE NOTES: AwepIMIC9 NO Date 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. C r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MFatal &dei§edura COnhe1 FIGURE2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 111I111I il" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� ,Z,ON..••••••..vee" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. .125'QIBAY Q _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C'• >ti 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '1 No.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALLBE PRESSURE-TREATED e e e YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125' 'O '• �S U'` THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT STATE OF 4(/j. LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '�OFLORIDP.•'• e THE MATERIAL 010&812 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. �C�`S ••..... �C2�. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ��1S��NAIt��`�� A.LY�INI NI�LLER,P.E. FL P.E.#58705 � ® N -••) L000. �- --� 1.000" 1-- 1.1' q -( 1.000• 1.000• r- t--1.266-1 lu�2 �f .125' .125" : I .125' 2.750' 2.750• .125' 3.125" .125• 3.188" 8 .125' 2.000' 2.000' .125'2.116" (V 125' I{-266" rm F .375" .375` .500' 1.. .125" O �cV� Lill r 9DD' r w 1'X6063-6 ALUM ON 1'X2'X.375'MULLION 1'X2.75'X.375'MULLION 1'X2.75'X.650'MULUON. i'X3.125'X.5"MULLION 1.25'X 3.188'X.285•MULLION 1.26'X 2.11'X.125 MULLION N 6063-T6 ALUM. 6063.76 ALUM. 6053-T6 ALUM. 8083-T6 ALUM. 6063.76 ALUM. 6063-16 ALUM. 6063.76 ALUM. X-SECTION XSECTION X-SECTION X-SECTION XSECTION XSECTIt7N X-SECTION 1.l! In¢ Q O O J -...,- 5 I STANDAROCLIp I TABLE A � �z' m � 2 000" 6063-T6 ALUM. 2 3�-TBALU6iP Dimension N24 For Mullion: XSECTION 2.125' Q U-C IF 2.000' XSECTION A D. Z I _ i 6063.78 ALUM. 2°X2'X.125` 125 XSECTION 125" B Aluminum U d O C Tube MuiOon.125'1- D H q �e o $ � � B 2.404 1'X2"X.375" W A 1.125 5.500' Aluminum LL i CO N 3.125' CUTRERETo MIN.375' 5.000" .I C 0.835 Tube Mullion Q � ¢ � 4 .375' '-I _CREATE.SHEE,SEE MIN. .375'MIN. }."- D 0.490 Z MIN. DETAIL F,SHEET4 _ _ . ot 338'MIN. A 1.875 R -- mo L -----1 -------� A A I U-CUP A A_ B 3.000 !"X2.75'"X 1 60TOPVI W 2XS ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 6063-T6 ALUM, D 1.118 Tube Mullion STANDARD CLIP TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E ,450 Min. 6063-T8 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW Z CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.75"X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116'. B 3.000 ,850" SHEETS 5.17 FOR THEANCHOR O.C. WITHIN THE GASHED DISTANCE.MAXIMUM ANCHOR HOLE SOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER.1776'. SHEETS 5.17 FOR THETube Mullion ANCHOR D.C. TABLE B D 0.838 DISTANCE.MAXIMUM A 2.000 RODUtTREVISED Mull Dimension sheet 9 PDT Part# ANCHOR HOLE 1"X3.125"X ewtepl}lue.10i the 19wida 5.500• .375• ( ) 8 2.837 u9ditFStbd0 _ DIAMETER:ANCHOR Mullion Std.CII Offset CII U Cllp Angle Clip500•Alum wepsncgNo .375" MIN. DIAMETER+1116'. P P C 0.883 MIN. 1"X2"X.126'(5) 66605 686l13M 6661118M 666243M 666511M D 1.137 Tube Mull s ase ---- -------r----------- 1"X2"X.375"(6) 66WW 686114M 6661119M 666244M 666512M A 2.625 ; 1.25"X3.188' ilam3 aaePrnduaCo tol i ( I 1"X 2.75"X.375"(7) 66607 6WI15M 8861120M 666245M 666513M B 3.282 X.265`Atum i I I i i B 1"X2.75"X.650"(8) 66608 666118M 6661121M 666246M NW14M C 0.882 Tube Mull \ --- -- DD 1.762 `��\ tyy LYNN I i i t 1"X3.126"X,500'(9) 66637M 6661116M 6661l14M 666242M 666516M ��0 •......... ISR �r 1.26"X2.11"X \,\CENSE I I I 1.23'X3.188"X.265'(12) 66641M S6Bl11TM 6681113M 666241M 666516M ' `------ ---- A 1.813 .121'Alum u I 1.26"X2.!1"X.126"(!S) 69370 WA NIA WA 866517M Tube Mull 58705 C OFFSET CUP NOTES: .126° 6063-T6 ALUM. !(,Z,aj 1.u' TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. (�'•, ST TE OF l. ••.ftoRt4:. 4 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE, v/ Sy/aNA\ 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. A.LYNN MWUE)2,P.E. FL P.E.#58705 --1 1.000- 1.000- 1.062" .740' 063" .062, .125' .438* 4.00T '126'STANDARD CLIP 4.00T L000" I 2.625' 2 0' 6063-76 ALUM. 16. U-CLIP 2.c 30" 2X5 ANGLE CLIP tS X-SECTION I 6063-76 ALUM. A25' .125' J26" 6063-T6 ALUM. X-SECTION X-SECTION 125' DO .031 z cNV .125' .125'J CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .375' .375* DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR .i x 1. -T '-1. -f :E to 4'X A251 X V X.375' X4*X.3tV HOLE DIAMETER:ANCHOR DIAMETER 1116'. MULLION MULLION 'T-MULLION 5.500, LU 0 6063-T6 ALUM. 6063-TS ALUM. M z C:) 6003-T6 ALUM HERETO 6.000, c) cf) X-SECTION X-SECTION X-SECTION �11251----i-CREATE F-C�ip,SEE CUT .375' .376" 0 (0 MIN. DETAIL F,SHEET 4 MIN, 0) 5 Z .375' 1 -7 CENTER OF r---------\- q Z 1.260' ----------- 375' ANCHOR HOLE MIN. F3 w MUST LIE WITHIN IL 1z THE DASHED - --------- BOUNDARY.SEE 12 'T'A I D R Do .--L' 1 261 '3 AL -T T.UM E N1215 �71 2. SHEETS 5.20 FOR THEANCHORO.C.. 7 z V 3.14" DISTANCE. I C3 3.250' F 11 zi 0 3.250' Z MAXIMUM L I I I ANCHOR I 0. .100, DIAMETER:OLE Ix .10 .100* ------- ANCHOR L it DIAMETER 1116". 0 0 .100" .624F 2X5 ANGLE CLIP z cn STANDARD CLIP U-CLIP 6063-T6 ALUM. E MUST LIE 0063-TO ALUM, 6063-T6 ALUM, TOPVIEW .EN --1.820' ---q.820'1- -1 .820'1-- CENTER 11 ANCHOR HOLE WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW A 1.25'X3.25'XJ00' 1-26'X3.25X.624' 11.25'X 3.94'X.624" SHEETS 6-20 FOR THE ANCHOR D.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE 6005-TS ALUM. 6005-T5 ALUM. 6005-T6 ALUM. DIAMETER:ANCHOR DIAMETER+if%% Dimension Value(I For Mullion: Dimension!slue Qn)For Mulflon: X-SECTION X-SECTION X-SECTION -F 3.687 -'lr=X-4' F 1.930 1.26"X3.25 0 1.000 .126' -0 0.500 X.624* 2.661" 31469'---1 H 2.680 AlLvnlrwm H 1.438 Aluminum .375' 1 3.000 Tube Mullion 1 3.250 Tube Mutilon 1.377'-.A .125 1.877' .125" MIN. 375' F -P-87 I-X4'X F 2.625 1.26'X3.94* - G 0.767 .376' G 1.125 X.624* ODUCTPLIVISEn ----------T H Z430 T.0 mplyintj.1kh th --- ---- Aluminum H 05-- Aluminum adde 3.000 Tube&'T I _1 3.250�250 Tube MuIllon I digs C* 87 ZET'ERMCHORTZIA ,121 ON '2Z 2 1 .12W'Q I I 1 1 2.2 1,25-X3.25-1 F 2.813 Be Mug N G (1750 X.100, F 2.8 13 pl'- 75 45'166 mug .125" 45* 2.2501 1 Aluminum 30' 1 1 10� T-i-M-Nion Sao Product contlel 3.25 1 B'4V SAY MULLION 3.250' TABLE D I 6063-TSALUM, 01111111, . 30'BAY MULLION I L------- Mull Dimension POT Part N LYNN&I-11, 606346ALU'K X-SFCTION I , / X-SECTION I T (sheet#) Mullion Std.Clip Offset Clip U-ClIp Angle On- 11� . /�-' P I'X4*X.Iw(10) 69384 OF LIP 666illM GSBI 122M SM41M M51 FSETC Lm- J .226'1 .125*4-1 6063-T6 ALUM. V X4-X.375'(11) 06610 666`112M 66Bt123M 666242M 666519M No.58705 .22W8" si-4 TOPVIEW NOTES: --1 t 3M-r(11) 60= z 740' I'X4"X 6MI12M 8Wij23M C66242M IOM Y. 1.26-X3.25'X•100'(13) 20160 6661127M 6661124M 6662410M 6665116m 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN Oil ISSHEET. I.WX3.25'X.624'(14) 20161 5-1 THIS 601128M 6661126M 6862411M $6651 SM NSA, "0' • S ATE 2)SEE SHEETS 6-20 FOR SUGOESTED,APPROXIMATE HOLE LOCATIONS. I 1.2sX3.94"X.62C(1 20162 6661117M U61128M 666241M 6W517M r LORID,-'* $0 Degree(19) 66649 [:� - - LA I�VA '665ildVi ""IS 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. owso I WA I 'A A imsillm ",'S'/0NAL A.A941MILLtWRE. FL P.Fjil 58705 TABLE E ®th Mull Dlmenalon PGT Parol � f MR x5 (sheet 125' --�-.125' --11.--,125- ��"� a ( ) Mullion Std.Clip U-Cllp Angle CUP �' 2"X4"X,25"(16) 66602 666261M 680271M 6665112M � � O S 2"X6"X.25"(17) 66604 666282M 666272M 8665113M STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP o2�i V 6063-T6NDALUM. 6063-T6 ALUM. 6063-T6 ALUM. 2.000' LLt XSECTION 2,125 X-SECTION 2.000' X-SECTIONNOTES: I CV1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING L.125' I .125' L .125' m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ZN 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I I^t 490'--I T O HOLE LOCATIONS. 1.490'--i 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' U o to O CUT HERE To 5.000' 375' m in o F- 3.500'�''� CREATE F-CLIP, - ---2.000" .375' t _CRE DETAIL F. .375" .375' MIN. ZO � J MIN, SHEET4 MIN. I U j i___----- ___I__ ____-___i _-4- - i_____________________i Z LU yyym I 0 2' 1 W Qd o Z e 4.000' I i I �- -I-- --- --I- 3.438' 4 + 3.438' Ce 1------ -I Z U Q o .250'- 2'X4'X.25 I I I I I O Z N MULLION 3.438' Q i I F. Q s ..o O 6063-T8 ALUM. N I I I I .375' Z X-SECTION I I I I MIN. Cl) Q 7 L rj) �- STANDARD CLIP 2X5 ANGLE CLIP U ¢ Q U-CLIP,6083.76 ALUM. Q-. Z CENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM. /SEDOR 2`X 4'MULLION,SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8063.78 ALUM. a= fn fn .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW $ .O go SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. -g �'w DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER 1/16'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER.1/16'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER.1/16'. 5.000" f 2.000'--1 .375' 3.500' �I CREATE F-CLIP, ,375'EE `.375' -T MIN. SHEE74AILF, MIN• MIN. .375' ---- I I I I I ttROW I I I coatp}ylnywithlhePlotto I I I I dlag 1 1 1 I product ontrol -�-- -�- 4.688' 4 r 5.438" f +--------I .250' 6.000" 4 i _7_- - i 5.438' I i 1111 11!r/r I I 5.438' I I I `0 N( LYNN 411 •'1GENSF '•.�� 2'X6'X.25 I j I i �•C �. MULLION I I I I y"c: r •'yet 6063-TB ALUM. Wo.5870� XSECTION I 1 I I .375' - ////,�'' I I I I L---------------------� MIN. '•� - �"rtlj--e�.d.�_ ATEOF ILItJ�,t� ,FCORIOP••'•G�C� STANDARD CLIP U-CLIP 2X8 ANGLE CLIP %',s .250' 6083-T6 ALUM. 8063-TBALl1M. 6083-T6 ALUM. TOP VIEW USED FOR 2'X 8'MULLION SHEET 11 TOPVIEW TOPVIEW A.LYNN MILL'E'R,P.E. FL P.E.0 58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01.60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A I'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLAS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+00.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE, SEE SEE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD o a PENESTRATION OETAIIS, NOT BE SUITABLE FOR THIS APPLICATION. gi v PRODUCTS SHEETS APPROVAL 2J FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650-MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE LO 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. to MULLION F LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 W 4 4 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z U) �/ DErals, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL UWJ SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ 2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ANCHORCAPACITY OF O ANCHORS IN WINDOWSILLTHE ANCHOR CAPACITY A JUSTMENT FORMULA COUDIN THIS EXAMPLE.THE DESIGN PRESSURE REQUIRED A A+VE BEN1-60.0 SUSEF. 13TO CALCULATE THE ANCH R CAPACITY REQURED FOR THOVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 E EXACT D�1N PRESS RE OF 60 PSF6 LBS.ALTERNATIVELY, DO U) {F J Jz• -I I--MULL w OT 636 LBS _ 80 PSF X 524.9 LBS MAYBE USED TO OUALIFY#10 STEEL SCREWS FROM TABLE 4B) 7 OPENING WIDTH ( ) 72.7 PSF/ ( Z g m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/-55.0 PSF. � bbb Q FOR THE VERTICAL MULLION: Z Q N 1)INITIALLY ASSUMING THAT A 1-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 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 J i o EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZEAVAILABLE. W (_ y Y 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+/•15.1 PSF Q' U) In 'I I AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q FROM TABLE 12A,SHEET 18,THE 2'X 4'X.250-MULLION(LENGTH=108',OPENING WIDTH=80')AS A DESIGN PRESSURE OF+!•64.7 PSF WHICH EXCEEDS THE REQUIREMENTS (L Z rHEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �_ m O SEE , 32• FENESTRATION 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 $ "�� PRODUCTSASSUMED,VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABFE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL �- , THE 73'DIMENSION(35-1/2'+35.1/2-+2%73'). I i - 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 , CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP W�RE 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 2-1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE `-SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6 DETAILS, DETAILE, OPENING SHEETS 2J SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERATIVELY,ANOTHER HORIL MULLION TYPE COULD BE CHOSEN. RODUl71'RBVIShe _ MULLION 7Y• sswmplyingvikhtheFbtlNla 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32'+72�+2'=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE u0ding Cods 06. 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 Ix�eptmwlow REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. , 4 w�• 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 0' 1iun! ulo Produot Control SHEETSWIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8';CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2J (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 111 I I!!r ANCHOR CAPACITY OF 521 LBS. `\\��Q01_YNN if"111111 6',IIO G I S6',HDRIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U•CLIP SHOWS THE ANCHOR ��'��.•'•�-CENSE ;FSP t."OPENING LIE LENGnI MULL LENGTH CAPACITY IS 1074LBSWHEN USING 3ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. No.58705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ +/•64.7 PSF FROM THE VERTICAL MULLION; ,-0•'."� ��f r s +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; $1.N • +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). '�O THE LOWESTDESIGN PRESSURE IS+/•64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. "C ••,'�CORIOP,•'• �� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION /�'cSS�ONA\-�? PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN Miulli ,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 TRAPEZOIDALITRIANGULAR LOADING: —4 fig" o PW I PW PW 717c4 :1 xx (1) N SH/DHJLH SHIDH SHIDH pW PW Nm ti LU u 4 4 — — LSGDz ooW C>LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONmMSILL OFWINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 w HINGEDDOOR LOADING OF VERTICAL MULLION '2 1 W I PW 1 LOADING OF HORIZONTAL MULLION ,J W rcZ i LOADING OF HORIZONTAL MULLION PW I ZQ Orn o` Q N I Z � o PW PW PWI � 90 � (� a' o SHIDH SHtDH SHIDH SH/DH I Q O O LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW PW -4 HR I — 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P" HINGED I NOTES: DOOR PW a PW I RODIICT REVISED Immplyingwllh Ole Flo�d I 1)DRAWINGS ARE uddluB Obdo 4 RERESENTATIONS OF TYPICAL mpWnwNo PW CONFIGURATIONS. I pyo CONFIGURATIONS NOT SHOWN _ co i MAY BE EXTRAPOLATED FROM edetttW�stCon - THOSE SHOWN. A n I 2)IF THE LOADING TYPE CANNOT ��10 1.YIJN BE DETERMINED,USE RECTANGULAR LOADING. pW ` .; \GEf•ISE .,�' PW PW •'.'i'C/� I / 3)SEE PRODUCTS'APPROVAL FOR = :• No.58705 1 - 1 / ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ATE F �� SGD :nom'•., RCORIOF:.•'•�j�~y: i I1Y LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MIULE{2,.P.E. MULLION MULLION FL P.E.1158705 Florida Building Code Online Page 1 of 3 r` 3: F?Grid'a Denprtjy*li BCIS Home Log"In User Registration i Hot Topic j Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks Search Businesx Professional + € USRdubtAApproval Regulation - Y Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 3I,vs3.3h�':' 33d m , 4 a"' � d %Yy •FL2 -R•17 FL# 43 Application Type evisi 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 07 ec Ino ogy Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative lens 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 Fixed 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 09/14/2015 Date Validated 10/05/2015 Date Pending FBC Approval Date Approved 10/09/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqu3 mwFvZ3 5 V... 2/23/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed(Non-Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL24.3.,&, 7 C pAC_15_Q5-9-1�F..p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 I! 15-0519.t6 F.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed(Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C. CAC 15-0519.1 ,.yrif Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/11/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 P17 I! 15-0519.15.Ddf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 JiPW-220(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.08.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/16/2016 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 Il 15-0609.08.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0612.13.Ddf 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 the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 I1 15-0612.13.Ddf for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.5 IPW-620(Non-Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0525.27.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 I! 15-0528.27.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.6 a3 PW-M7,20j(large t is$� Ii pact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-052S.26.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1 Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installatlow nstruction Other:Please see the Miami-Dade County Notice of Acceptance(NOA) L248 R•17 Il SS-0528.26.Ddf for product performance information,anchorage details,and anchor VErifteRIBPMiami'Dade BCCO C R type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.7 JPW-820(Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0528.26.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 TI 15-0528.26.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 13-1125.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 13-1125.04.Ddf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.06 LM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 2/23/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 IT 15-0609.06 LM.00f for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R17 C CAC 15-0609.07 SM.rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 it 15-0609.07 SM.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.11 PW-5420(Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R7 C CAC 14-0930.24.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 Ri7 IT 14.093�.2A.ndf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.12 PW-5440(Non-Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R.i.7 C CAC 15-0415.02.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 Ii I5-0415.02.1)df for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.13 PW-5520(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R1.7 C CAC 14-0930.25.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 Ii 14-0930.25.1)df for product performance Information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.14 PW-5540(Large Missile Impact) Vinyl Fixed Window used with Casement/Awning i Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL243 R17 C CAC 15-0415.01.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of Acceptance(NOA) FL243 R17 Ii 15-0415.01.odf for product performance information,anchorage details,and anchor Verified By:Miami-Dade BCCO-CER type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W] FW0 FCtsgt im 5ccuritvmizr: (.''� MUM http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 2/23/2016 MIAMI•DADE 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.miamidnde.gov/economy PGT Industries 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 Velocity Hurricane Zone.- DESCRIPTION: Series aW-7.01/�7r20/,$20"A1umi;num Fixe IWindow`=rL.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:La,ee and 5inalliiVlissile Implet R-sistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety.- INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA##13-0502.03 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. j 0' _0'r; XlarDONrh6 7 f Approval Date: July 09 2015 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratoiy, Inc.,Test Report No. FTL-7212,dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitter)tinder NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014),dated 05/20/15,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). �V Manue Perez . Z_./ Product Control ExakWer NOA No.15-0528.26 Expiration Date: February 19,2019 E-1 Approval Date: July 092015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1.. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlasOO (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with'FBC-5`" Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. I Manuel Per *e . Product Control ami er NOA No. 15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA - q8•TIP-TO•TIP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WDTH 2 SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4"VISIBLE 45-114'VISIBLE 45.1/4"VISIBLE PRODUCT REVISED LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS ,1 2'MAX as complyingwiththe Fbrida INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -I g�Mme• D,SHEET 7� 6'MAX. F,SHEET 8 Buiapt Carlo LITE(CAP)MUST TEMPERED. .B�SHrE®ET 6 H,SHEET 9 Acte tBt.tim Date 'O ICA 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, - - I I By USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY Mi ade Product Ca o ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i A I C E,SHEET 8 E,SHEET 6 WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A C SHEET7 G,SHEET9 i G. HEET9 a5TH EDITION FB UPDATE UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHE E 6 HE BUCK SHEET7 88' ' a` DATE:07/07115 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE I q HEIGHT —I BUCK _ m CONSIDERED IX INSTALLATIONS.IXWOOD BUCKS ARE ��JJJ HEIGHT 93.114' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. M 92-1/4" / 0. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR 12'MAX. VISIBLE 12'MAX. 93.1!4- VISIBLE GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE LIGHT O.C. I LIGHT O.C. I VISIBLE 5'MAX. I / HEIGHT � HEIGHT LIGHT O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE p i / I / HEIGHT I / 88, cr) Q STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS NI 96• I Y THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO BUCK W a y ARCHITECT OF RECORD,(AOR). TIP I HEIGHT r 0 HEIGHT 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I I ❑L O N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 (D C4 N aloe SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 OJ m � W -� r ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION _ - O J N J CID, z 0 � ANCHORS SHOULD BE SEALED.OVERALL Uj uMo�p p t!' F,SHEET z .�-U_ � W SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF g- �B—�I �_ 12'MAX.O.C. 6" L-�D�j �— 12"MAX.O.C.2-MAX. H,SHEET 9 U U X N d INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX. SHEET 75'MAX.O.C. W— 0,2 co O 'oN THE SCOPE OF THESE INSTRUCTIONS. I`_ m p a DMa 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION O Z O o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z a..z m O F= LL SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING g Q O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE W SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: THEM BY THE WINDOW. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK m I- W laays MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ® Z ab 7)DESIGN PRESSURES: GENERAL NOTES........................1 j�f ANCHOR SPACING TO BE W MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRAME _- W A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................................1 j "\ MEMBERS,SEE FIGURE 1,hI1S SHEET. 30: O Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 E1300. Q DESIGN PRESSURES..................2-5 12.O.C. _ 0- - ❑ Z aloas )� WIDTH—=r (►-WIDTH-�( WIDTH (�WIDTH-�I Q Z B.POSITIVE DESIGN LOADS BASED ON WATER TEST A INSTALLATION,FLANGE.............6 MAX. T r--- --- T -1 "r -1 T O N 04 - PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 I I T T I I f- r-o0 ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........B J / r� Lu W Z INSTALLATION,INT.FIN B...........9 J� / W I I W 15 Lu O X W 00134 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 " x I = x I I x Lr_ O DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 MAX all/ asap TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST...................................10 1 -- INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS WIDTH I-F'-WIDTH�{ IF WIDTH-•{ (�-WIDTH--I \\�1IIIII 111111! PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR - - - --T r -1 �� q1Y LYNN /i THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE I: T \♦ 0 ,....,-• �� i� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 7YPe Desodplbn Sheet T(- �, I I ��''�LGENSF Ile// % SHALL MEET THE REQUIREMENTS OF THE FLORIDA p # w Lu yY �Y BUILDING CODE FOR CORROSION RESISTANCE. 1 7/18°Laml 3118'An-.090'PVB-311E H9 2 = _ = 10 I x No.58705 ••�� 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 2 7/18'Lem/3!16'HS-,OBD'PVB•31311 HS 2 3 td/76'LemI.IG 3116.7-7118'AIr-31i6'An-.090'PVB-3l18'HS 3 1 1 -LL- -J 1L J fflTY ELCO ULTRACON NDA;ELCO CRETEFLEX NOA;ANSI/AF&PA 4 1-1118'Laml.10 3118'T-7/10'Alr-3116'H3-.090'PVB-3118'H3 3 7NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTH-=i WIDTH--I F"-WIDTH-�( I--WIDTH-�{ ' S •7MANUAL 5 7116'Laml 3116'An-.090•SG-3116'An 4 Imo_ -- r--- - "1 n,�'•, S (V` 8 7118'Lam13116'HS-.080•SG-3116'HS 4 T�--- T T T�--- F' 7 1-1/18'LemI.IG 3118'T-7f18'Alr•3116'An-.090'SG-3118"An 5 Fx ~ S C� 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 x x /i/ �i�7 /� �� - SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 6 1-1118'Leml.K7 3/18'7-7178'Alr-3/16'HS-.OBD'SG-3118"HS 5 w i // _ I 9� I x 1 j IIIA A L t MAY ALSO BE REFERRED AS THE 701 SERIES. Z&:SG-='KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. x 11 r 1 'PVB'='KURARAY BUTACITEO PVB INTERLAYER-BY KURARAY AMERICA,INC. ` 1 A.LYNN MILLER,P.E. L P.EJ158705 TABLE 2: Window Design Pressure(+/-,psf)for Glass Type S FLong Side fn) 7116'LAMINATED 87_7/81!) 72 76 60 84 88 92 96 IOD 104 109.112 GLASS STACK I 30 -+7:80---- +/•80 +1-80 +1.80 +1-80 +1.80 +1.80 +/-so +1Ap +1.80 +1A0 32 +1.80 +I-BO +1-80 +IAD +IAO +1-80 +1-80 +/-60 +1-80 +/A0 +1.80 .090"PVO INTERLAYER +l.8 +IAO +IAO +IAO +IAO +1.80 +I-80 +IAO +/A0 +1-79.8 +1.79.4 3116'HEAT STRENGTHENED GLASS d36ZI1 m+1-801,( +IAO +1-80 +1-80 +IAO +/A0 *1-79.T +1.77.2 +1.75.1 +I-73.4 +1.72.2 3/16'ANNEALED GLASS n-nplyTRSVISN 311"Q + 80 N-BO +1-80 N•80 +/Ao +/•78.1 +/-75.2 */-725 +1.70.3 +1-611.5 +I486.3 as complying with IN Florida 40 +1-80 +TAO +IAO +1.79.6 +1-77.2 +(-74.3 +1-71.3 +/.67.9 +/.65.1 +1.63.4 +fA1.8 Building Code _• 4 11 Acc.PlanCro No)S-0 42 +1.80 +/AO +1.80 +1.77.4 +1-74.3 +/-71.3 +1.68.2 +1-64.7 +1.61.8 +1.59.8 +1-582 iretien D. 44 +1-80 +IAO +1-78.9 +/-75.4 +1.72.1 +/-88.9 +1.85.6 +1.622 +159.7 +1.57.5 USED AT CURVED € 48 +1.80 +!•80 +l-77.2 +1.73.8 +1-70.1 +1-68.0 +1.63.5 +1.683 +157.7 FRAME MEMBERS ONLY 29 510" �- LONG SIDE BY 48 +1.80 +1.79.3 +!•75.6 +1.71.9 +1-68.3 +1-64.9 +1-61.5 +1-58.2 11-718'O.C.MAX. GLASS BITE Mi { nde Product ntro m 50 +1-80 +/•77.5 +1-74.1 +1.70.3 +1.66.7 W-831 +1-59.7 1-3 52 +1-79.1 +1-75.8 0-72.4 +1-68.8 +1.65.1 +1.61.5 SHORT 7 NO CHANGE THIS SHEET !n 54 +1-77.4 +1-73.B +1-70.5 +1-67.3 +1.83.5 EXTERIOR "' SIDE DATE:07/UZ/15 58 +1-75.8 +I-72 +l-611.8 +/-175:3 /', 20 13 m 58 +1•74.2 +1.70.3 +148,8 tel-' ems, ' 60 +!•727 +1-88.7 +1-65 GLAS$EY-2 '1/T 62 +1.71.2 +1-67.1 04 +1.89.7 +1-65.5 �- LONG SIDE -� 88 +/A8.3 _ 87.718 +1.87 m X Q NOTES: SHORT �f/ LU a In •�a8 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 90 > 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. v 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. }n e/op p CO a a to (7 TABLE DIMENSIONS MAYBE m W n ORIENTED VERTICALLY OR O LL C•1-j o Z uxw0 p HORIZONTALLY AS SHOWN. Z -LL - W UU_ xS2 o Q o Z DOD o �Mo TABLE 3: O 0 Z o Window Design Pressure(+I-,psf)for Glass Type 3 z a Z °' OF- LU rn Long Side(in) aa LL 87.7/11 72 78 60 64 88 92 g8 100 104 109-112 1-1/16"NOM. J O GLASS STACK 7116"LAMINATED 30 +I-8D +1.80 +1-80 +1A0 +IAO +I-80 +IAO +IAO +/AO +1AO +1AO GLASS STACK F- 32 +1-80 +1.80 +1-80 +1-80 +1-60 +/-BD +1-80 +/-80 +IAO +IAD +1-80 3116"HEAT _I SHORT `8, fn W Iaa4S 34 +1.60 +I-60 +IAO +1-80 +1.60 +1Ao +1-110 +/-BO +IAD +/-80 +/-80 STRENGTHENED GLASS Tl SIDE ® z W 36 rlAO +TAO +l-BO +/AO +1A0 +1.80 +TAO +1-80' +IAO +/•60 +IAO 3/16"TEMPERED GLASS 36 +1-80 +IAO +1-80 +/-BD +IAO +1.80 +1A0 +IAO +/-79.4 +1-78.4 +1.74.3 3116'ANNEALED GLASS Z 40 +1-80 +/-80 +1-80 +IAO +IAO +1-80 +1.80 +I-76.7 +/-73.5 +1-70.9 +1.69 7/16'AIR SPACE y •090'PVB 00 WLLf eloag 42 +IAO +1.80 +l.60 +l$0 +IAO +IAO *1.77 +f-73.1 +/.69.8 r1-88.9 +1.65.2 INTERLAYER a Z a 44 +1.60 +1.80 +1.80 +/-Bo +IAO +1-77.8 +1-74.1 +1-70.3 +/-67.5 +1.63.9 11 (Z9 ti 46 *1-80 +/-80 +1-80 +TAO +1-79.2 +1-75.4 +1.71.7 +1-68.1 +1-65.1 5 LONG 0 48 +TAO +/-BO +I-80 +TAO +1-77.2 +/-733 +I.69.6 +l-85.8 USED AT CURVED 618, SIDE U W y ?� 50 +1AO +1.80 +IAD +1-79.4 +1.75.3 +/-71.3 +1-87.5 FRAME MEMBERS ONLY 29 x W E@ 11-7/8"O.C.MAX. GLASS BITE LL O 52 *1.80 +/•BO +1.80 +1.77.7 +/•73.6 +/-89.6 aply osa0 saves N 54 +l-80 +1A0 H-79.8 +1.76 +1.71.8 1-3 50 +1A0 +1A0 +1-77.5 +1-73.8 \\71 I1 58 +1-80 +1-79.4 +1.75.4 EXTERIOR \\\\ tJY LYNN e0 +1.80 +1.77.6 +/•73.5 a 22 21 13 _� SHORT ` ,`�O•.•••-•••., (�� 82 *fA0 +1•75.8 SIDE r� : P:,. UIGENSE •.•� 84 +/•76.8 +1.74 GLASS TYPE 3 ''' No.58705 ••''{'� 66 +/-77.2 - 67-7111 */•74.9 NOTES: x'17 w� 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. •, �f 1 C 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. yV 15 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. �,U�`„'•,•pT RI P••,r.\� {ORIU A.LYNN MILLER.P.E. REA 58705 TABLE 4: Window Design Pressure(+t-,psQ forGiass Types 2&4 Long Side on) 87.7/8 1 72 76 1 80 84 180 92 90 100 104 1 109-112 112 116 120 124 i2S 132 135 140 144 30 +1.86 +1$0 +1-80 +/$0 +1-80 +1.80 Z79 7$0 +1.80 +f$0 +1$0 +/-80 +1$0 +1.60 +1.80 7.80 717 +1.80 +1.80 +1$D 32 +l$D a/•BO +l$0 +1$0 +1$0 +l$0 «!•80 +1.80 +/•80 +/.80 H$0 H$0 +/$0 H•80 +1.60 +!•80 +/$0 71.84 +!$0 34 +/$0 +!$0 +1$0 +t$0 71.80 +l$0 71.80 +t$0 +/•e0 +/$0 +1.80 +/•80 +1$0 +/-80 +/.80 +1.80 +1.80 PRODUCT REVISED 38 +/.80 +1.80 +1$0 +1$0 +1-80 +/$0 +1-80 +1-80 780 0-80 +1$0 +1•80 0$0 +1-80 +1$0 +1.80 es complying with the Fwdn 38 71$0 +1$0 +1$0 +1$0 +J-80 +l-80 71.80 +1-80 +1$0 +1$0 +!$0 +1.80 a1-80 +1$0 Building Code 40 +!$ +!$ 0 0 +/$ 800 71- +1$0 +J$0 +1•80 +1$0 +1.80 N$0 rJ$0 +l-80 Acccptaace No 1,J�-(�Jr�,�a 42 +680 +lAtl +/$D +!$D +1.80 +!$0 +1.80 7/$0 +/$0 B.plrali 1 Lhle •• Jq c 44 +l$0 +l$0 +1$0 +/•BO +1.80 +/•BO +1.80 +1-86 +/-80 +1$0 DY 46 +1.80 71-60 +1.80 +1.80 +1$0 a/$0 +/$D +/.80 +/.ep Mist'DodePro uct ntrol 48 +/-80 +/.80 71.60 +/•8D +/.so +!$0 N-80 +1.80 N 5D +/$o +t.eo +-o +1$0 +1.80 +1-80 «r-eD a NO CHANGE THIS SHEET 52 +l.eo +/$a +/so 66+r +r$o -;1-7-g - 54 +1$0 +1-86 +1-60 +/$0 0.78.6 1E DATE:07/02/15 58 +1$0 +t-SO +1$0 +1.79.1 m _�... N +1$0 +1$0 +I$0 80 +1$0 71$6 +1.79.3 62 +1.80 +1.80 64 +1.80 +1$0 66 +1.80 87.718 +1-80 m Y Q NOTES: > a •„ga t)BUCK DIMENSIONS SHOWN.FOR RANGED WINDOWS,SUBTRACT t'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. FR '-• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. (3 }n v nlo0 p N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 C9N 0 C3 0 cy"� o Z w r Z D- to to -I uMotO O r W UU X� o Q 1ASS S NOM. TABLE DIMENSIONS MAYBE o Wj (� JMO GLASS STACK j ORIENTED VERTICALLY OR r 2 Q. Z � 0 N o 7116'LAMINATED Tl16"LAMINATED o �- GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. F .090'PVB INTERLAYER 3116*TEMPERED GLASS 3118'HEAT STRENGTHENED GLASS $DE -j Q O 3/16'HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED QLASS STRENGTHENED GLASS 7/16"AIR SPACE T LONG SIDE 6/ ��" _Z +J.ys .090'PVB CNTERL.AYER 4 f 4 11 11 SHORT � N 1�- USEDATCURVED 5 SIDE ? O CO Z FRAME MEMBERS ONLY USED AT CURVED SHORT Q z � eto>S {o}1 EMB O.C.MAX. 29 518" FRAME MEMBERS ONLY 20 6tw SIDE p Z a o 0 GLASS SITE (a�11-7/8'O.C.MAX. GLASS BITE Z NN 1313 w X W a. EXTERIOR EXTERIOLONG SIDE ---�I a20 13 a 22 21 13 at71 'asap 69uB5 GLASS TYPE 2GLRSS TYPE 4 SHORT LONG 111 I I I I I I I// �i 1 SIDE " SIDE ��1tpN�11,NN,1111/(7fj�i� Q : ttt ASo.5IIl05 ... t SHORT tJ _ � I SIDE r.r i ��t f� IC11� ."'I'ORM" i�{jam A.LYNN MILLER,P.E. P.E.#58705 TABLE 5: Window Design Pressure(+/-,psf)forGlass Type 5 Long Side((n) 7/16'LAMINATED 67.718 72 76 80 84 68 92 96 100 104 109.112 GLASS STACK 1 30 +901-125.4 +901.120 +90/•115.5 +99.111.5 +901-108.5 +901.105 +901-104.5 +901.103.5 +9d-1025 +901-100.7 +901.97.9 -.090'SG INTERLAYER 32 +901-116.9 +901-110.8 +901.105.3 +90'-101.6 +901-967 +901.95.7 +901-92.3 +901-90.8 +901.90.3 +/-89.9 +1•89 34 +907-108.9 +901-103 +901-988 +901-95.1 +90f-91.8 +1.882 +1-84.4 +1-81.5 +1-80.1 +1.79.8 +1-79.4 3/16'ANNEALED GLASS 36 +90/-102.6 ♦901-97.1 +901-92B +1.88.9 +1-85.5 +1-826 +1.79.7 +1-77.2 +1-75.1 +1-73.4 +1-72.2 3/16"ANNEALED GLASS PRODUCT REVISED 3e +901-90.4 +901-922 +1-B6 7 +1.83.2 +1.60.7 0-78.1 +1.75.2 +1.725 +1.70.3 +1-88.5 +188.3 os complying with the Florida 40 +901-94.6 +1-611.2 +1-82.6 +1.79.8 +1.77.2 +1-74.3 +1.71.3 +/-87.9 +1851 +1-63.4 +1-61.6 4 11 Building Code 42 +901.91.3 +f-84.7 +1.80.7 +!•77.4 +1-74.3 +/•71.3 +1.88.2 +/84.7 +181.8 +159.8 +1.58.2 USED AT CURVED Acccplmtcc No 44 +1.68.3 +1.62.4 +1-78.9 +1-75.4 +1-721 +1.08.9 +185.8 +1.622 +159.7 +/57.5 FRAME MEMBERS ONLY 29 518' pirali 1 Dale 46 +1.854 +1.80.6 +1-77.2 0-73.6 +/-70.1 +1.68.8 +183.5 +180.3 +157.7 (x311-7/B'O.C.MAX. GLASS BITE Imo- LONG SIDE By °3 48 +/-627 +/•79,3 +1-75.8 +1-71.9 +1.68.3 +/•84.9 +1-81.5 +1.58.2 Mi Dade Prodecl 50 +1.80.9 +1-77.5 +1-74.1 +1-70.3 +188.7 +183.1 +1-69.7 1-3 Q 52 +1-79.1 +/-75.6 +1.72.4 +1.68.8 +I-85.1 +/81.5 SHORT rn 54 +1-77.4 +1-73.6 0.70.5 +187.3 -183.5 EXTERIOR �i NO CHANGE THIS SHEET- 56 +1.75.6 +/-72 +r-8e.s a5s.3 1� 20 13 SI Y DATE:07IO2/15 68 +/-74.2 +1-70.3 +188.8 m 60 +1.727 +158.7 +/.65 GLASS TYPE 5 62 +1-71.2 +1-67.1 64 +1-89.7 +1-85.5 1 LONG SIDE 66 +1-68.3 1 1 -7- 87.7/8 +1-67 + NOTES: y Q 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT �/ a !� •nay 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIyDE /N/ W � ?i 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. J- �. 7�0 0 N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. C7 N N N R O TABLE DIMENSIONS MAY BE O0 W � ORIENTED VERTICALLY OR O LL con.1-1 o Z o HORIZONTALLY AS SHOWN. Z 'n LL m I j eM 0 UU 0m TABLE 6: W W O 0 _ 'oN ,r/ I- m O t, omo Window Design Pressure(+/--,psf)for Glass Type 7 7r 0. .Z m p v�j LL Long Side(in) J W O 67-718 72 78 ao o4 Be 92 96 100 104 109-112 1-1/16'NOM. m a 30 +901-130 +901-130 +M.130 +901.128 +901-1228 +901-119.8 +901.118.1 +901-117 +9d-1158 +901-112.7 +901-109.9 GLASS STACK 7/16'LAMINATED h 32 +901-130 +901-125.1 +901-116.9 +90'.114.8 +901-111.5 +901-108.1 +901.104.3 +901.102.4 +901.102 +901-101.4 +90199.7 GLASS STACK I _ 1+1+145 34 +901-123.1 +9d-1164 +901.111.7 +90'-107.5 +901-103.8 +901-99.7 +901-95.3 +901.92.1 +90f-90.5 +1-90 +/89.6 SHORT r'� m (~A W 36 +901.118 +90'•1098 +901-104.8 +901-100.5 +901.96.6 +901-93.3 +/-90 +1-87.3 +/84.9 +1.82.3 +/-81.2 3/16'ANNEALED GLASS SIDE r- ® N Z 3/16'TEMPERED GLASS 3 38 +901-111.2 +901-104.2 +901-97.9 +901-94 +90/.91.1 +/-88.2 +1-84.9 +1-81.9 +179.4 +1.75.4 +1-74.3 3116'ANNEALED GLASS �[ 40 +110/-108.9 +9fy-99.8 +901-93.4 +90'-90.1 *1.87.2 +/•64 _+1-60.5 r1-787 +/.73.5 +1-70.9 +1-89 7114.PICE .1190'SG INTERLAYER �i(' rj O W Z 42 +901.103.2 +90'-95.7 +901-91.2 +187.4 +/-84 +1-80.6 +1-77 +/-731 +/89.6 +186.9 +/85.2 I < Z W °1°'S 44 +901-99.7 +90'•93.1 +1.89.1 +f-85.2 +/-81.4 +1.77.8 +l-74.1 +1-70.3 +187.5 +1-63.9 0 Z N N 46 +901-98.5 +90'•91.3 +1.67.2 +l•d3.2 +1.79.2 +1-754 +/-71,7 +1.66.1 +185.1 LONG O O I.-op a 48 +901.93.5 +1-89.6 +/-85.4 +1.81.2 +1.77.2 +/-73.3 +1.69 5 r/85.B USED AT CURVED � SIDE U W fN 50 +90f-91.4 +1-87.6 +1-83.7 +1.79.4 +1-75.3 +f-71.3 +1-87.5 SS r FRAME MEMBERS ONLY X W 4.0_ Q 52 +1.89.4 +1.85.5 +/-81.8 +1-77.7 +l-73.5 +189.5 Q 11-718'O.C.MAXGLASS BITE lL N 54 +/•87,5 +1.83.4 x1.79.8 +/-76 +/•71.8 56 +/•85.6 +1-81.4 +1-77.5 +1.73.8 alpl •asap sau 58 +/•BZI +1.79.4 +1-75.4 EXTE13 SHORT �� NV I.YNN�60 +1-821 */-71.8 +/•73.5 ��1162 •I-80.4 +1-75.8 \1SIDE i�V,••"""'•• 64 +1-788 +1-7-0 : ��.•' 110ENSlc F.P i 66 +1-77.2 GLASS TYPE 7 ; 67-71 1 +1.74.9 Na 56705 '>r NOTES: - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. "�� - 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - ••'�. ,��S 1• LV 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS, :() FATE P :• �<L/� °siarv' ILC' A.LbI4`td WLLER,P.E. P.E.Q 58705 TABLE 7: Window Design Pressure(+1-,pO for Glees Types 6 8 8 LonD SidB(in) 67.718 72 78 80 04 1 88 92 98 100 1 104 109.112 112 1 116 120 124 128 132 130 140 144 30 +901.130 +901-730 +901.130 +9W130 +901.730 +901-1 -901-130 +901-130 +90/-130 +901-130 +901-130 +9W-130 7907.134 +901-13D +9W.130 +901.130 +901.130 +961-130 +907-130 +941.130 32 +901.130 +9W-130 +9W-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.730 +901430 +901.130 - +901-130 +901-130 +901.130 +901.130 +901.130 +901.130 +901-130 34 7901-130 +9W-130 +901.130 +901.730 +907-130 +901-130 +901-730 +94r-130 +901-130 I +901_ 130 +90/430 =901.130 +901-130 +901.130 +M-13D +901.130 +901.}30 PRODUCT REViSEO 36 7901.130 +901-130 +901.130 +901-130 +901.130 +901.130 +901.130 +901-130 +901.130 7901.130 +901-130 +901.730 +901.130 -901.1 +901.130 +901.130 as complying with the Rodd 38 +90!.130 t9W130 +9W-130 +901.130 +901.130 +9.31-330 +901-130 +901_130 +901-130 1 +9711-130 +9W-130 +901-130 +901.129.2 +9W-127.3 Building Code t�/� 40 +901-130 +901.130 7901-130 +901.130 +9W.130 +901.130 +901-13D +901.130 +901-130 +gpr_728.8 +9W-123.2 +901-122 Acaptanx No 16-0 FJ28.agcy 42 +901.130 +9p/-530 *901.730 +901.130 +901.530 +90l-730 +901-i :91Y-129.3 +90'_123.2 +90f-779.7 +901-118.4 Ex imti 1Ome )q . 44 +901-130 +90!•130 +901.}30 +901.130 +901.130 +901-130 +901-130 +9«_424.5 +90r•119.4 +901.175 DY 48 +901.130 +30!.130 +901.}30 +901.130 +901.130 +901-130 +90�-726.9 *91Y•120.5 +gly_115.3 Miam')ad* uct nlml 40 +901.130 +90(.130 +901.130 +9W-13D +901-130 +90-129.7 +901.123 +9ry.1 66.5 50 +901.130 1 +901.130 +901-130 +90143D +901-130 +901.126.2+89Al-119. .$ 52 +901.130 +9,,-- +901-130 79W-S3D +90/•13D +68.1.123 NO CHANE 7Hi5 SHEET 54 +901.130 +901.130 +901.130 +901-130 788.01.127,1 a DATE_07 0UM 56 7901-130 +901.130 +901.130 +89.41-729 +9 58 01-130 +901.130 +901.130 60 +901.130 +901.130 +614.1-129. 2 +901.130 .901.130 v 84 7901-130 +901-130 � 88 +901430 67.718 +9W-130 Y Q NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1`FROM THE TIP TO TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR S17ES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. p tD r 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. > n •Y slop O N 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. M NA 0) co Q--t m o Z Of Z U- ut''li LL =UT ` r W Ut_J W Z m O C7 X10 TABLE DIMENSIONS MAY BE o ORIENTED VERTICALLY OR a 90 v Z •a o 1.1!16'NOM. x-Z B.Z 7118'LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. m F- W LL tom. GLA LAMINATED LONG g m O GLASS STACK i- GLASS STACK SIDE .090"SG INTERLAYER 3116'TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS �_., LONG SIDE �j' W t 4S t as 3116"HEAT 3116"HEAT STRENGTHENED GLASS � 40 G1 Z of 3116•HEAT STRENGTHENED GLASS STRENGTHENED GLASS Jt18'AIR SPACE 2i N F y .090'SG INTERLAYER SHORT 4 11 t SIDE �v 0 /n Z USED AT CURVED 11 6 + SHORT I O Z D- o O FRAME MEMBERS ONLY 2g USED AT CURVED ---L SIDE i"� Z H (x)11.7/6'O.C.MAX. 518' FRAME MEMBERS ONLY 29 516' L] (} r GLASS BITE Q 11-718'O.C.MAX. GLASS BITE O 57<W W a0. 1-3 1.3 LONG SIDE -►' ti.. O EXTERIOR u( EXTERIOR T- «1717 -tea seuag �j 26 13 (t-I 22 21 13 SHORT �j111 fill, GLASS TYPE 6 r GLASS TYPE 8 SIDE le y SIDE .�NG aNl((LYNN 41 'ii, 1't. N0.58705 •at S SHORT -'V :Cil• tz '-I SIDE ^,+ • • 1w� S 5a A.LYNN MILLER,P.E. P.E#58705 EDGE 2XWOODBUCKSTRIP OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION _! �_ TYPE A EMBEDMENT 1X WOOD BUCKSTRIP, MAX SEE NOTE 2,THIS SHEET SHIM a EMBEDMENT SHIM r —�� TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCp REVISED EDGE DISTANCE PER SUBSTRATE, as complying with Ow Florida EDGE SEE TABLE 8,THIS SHEET DISTANCE Dnilding Csdc DISTANCE � @ Acceptance No tS-Dy �•� �114'MAX Ex inti nData I� 1 (vji t ads Product 4 TYP.ANCHOR TYPE, .{{ � ! { EMBEDMENT AND EDGE DIS 11 DISTANCANCE PER SUBSTRATE, 0 NO CHANGE THIS SHEET t DATE:07l02115 SEE TABLE 8,THIS SHEET ;• _ ' USED AT CURVED 29 FRAME MEMBERS ONLY •. •. .e EXTERIOR z 111-7/8-O.C.MAX. CANCHOR I 4 PER AN PER ANCHOR �_ _-_ VISIBLE LIGHT WIDTH= 5 o- REQUIREMENT WINDOW SUCK WIDTH-2-314' WINDOW WINDOW BUCK WIDTH CONCRETE/CMU M Y Q BUCK EXTERIOR TIP-TO-TIP WINDOW WIDTH PERANCHOR a (D •nay HEIGHT a REQUIREMENT .- 1/4'MAX.SHIM —�{ (] ''t O 0 HORIZONTAL SECTION A-A 1:00 04 04 TIP-TO-TIP CC9 N t` oleD O 0D C4 (n 6 WINDOHEIGHT VISIBLE SELF-DRILLING MS O#12 STEEL 9_j N-j o Z +la Z LL Pry lL S J urs LIGHT (GS),SEE TABLE @, TABLE @: 0 0 HEIGHT= THIS SHEET Min.Edge Max O.C. ULij o LS WINDOW Anchor Substrate Mm.Embedment U — cp BUCK Distance Spacing W 2 O 5 HEIGHT. .T.Southom Bte(S =0.55) 9! - 11.3/8' 12 0Ill mO 1 O Cnsd 2 4* INSTALLATION _ 012 or 014 410 SS Screw Aluminum,6063-75 min. 16' 0. '• 12 r`> p C) v z o METHOD D AW Steel 316' 0.063•• 12 z O:z O Steel Stud,Gr.33 min. 318' 0.045" 18 Ga• 12" F- INSTALLATION ANCHOR P.T.Southam Plus(SG=0.55 9116' 11.3/8' 12 O UNDERNEATH THEAluminum,6063-TB min. 3/8' 0.06'3'• 12' --t Z BEADING #12 or#14 Steel Screw(05) Q O EXTERIOR A36 steel 318• 0,063•• 12• �j t— as n - ME! leel:StudzGrA3 m1. AW318:111M€0.945'd(1BIGs j 12,E^ 0 Z Q t-a IlU routedLCMU[(A9TM1C,90){ER2:112,✓!.!@t�101l4MM W&12',Mi J to MfAMI-DADE APPROVED MULLION 114' 10 SS CtstaPiax .--t 21 —ffi IP,ti'jft--33?35kaIX t=1• X1'314 ""'12•"' 0 Q Z (SEE L FRAMING NDA),ALUMINUM. Concrete(min.2.85 kit P M4' 12' O ~ 8 STEEL FRAMING OR STEEL STUD. Concrete(m(n,2.85 kill) 2-112 1.318' t2 ¢ Z Z SEE SUBSTRATE PROPERTIES, 114'6fool Ullreeon Ungrouled CMU,(ASTM 090) 2-112' 1.114' 12" 0 0 0 5 TABLE @,THIS SHEET 3 W cV N Grouted CMU ASTM C-90 2-i{2 13t4' 12 z 1. 1/4"MAX SHIM Lu W t concrete(min.3.5 ksl) 1-114' 1.314' 12' w (L Z 511b'Sseai Uttreeon Grouted CMU ASTM C80 2-it2 1374' 12 c1 X as "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, LL LL � 1X WOOD BUCKSTRIP, alzt �sao sa/,as "q+ SEE NOTE 2,THIS SHEET �- HYMN EMBEDMENT CONCRETE PER ANCHOR INSTALLATION NOTES: .\P�•' C,tCENSF'•.�F,p�� REQUIREMENT ••.)t�_ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ NO.50705 II .EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'iX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11.1112'.IX WOOD BUCKS STANCE 2X" ARE rt INSTALLATION 7 '� TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS ARE 1-1/2'THICK OR GREATER. 045 t iJ TYPE B DIAND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �) t <</SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. F X111 VERTICAL SECTION B-B %< .,.�(oRI�N.•'��- ry\\ 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, f'ij S�ONF.I.�'`l' 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#66705 EDGE 2X WOOD DUCKSTRIP INSTALLATION INSTALLATION DISTANCE OR FRAMING,SEE NOTE 2,THIS SHEET TYPE G TYPE F � EMBEDMENT 1X WOODBUCKSTRIP.SHEET INSTALLATION � EMBEDMENT SEE NOTE 2,THIS SHEET •< 114"MAX TYPE E —7 EMBEDMENT -� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE PRODUCT REVISED EDGE 8 SEE TABLE 9,THIS SHEET DISTANCE _wmpiying with the Florida DISTANCE 37nitding Code AcaptaneI No�S'()5 .�{a �1J4'MAX 2 iratiwt Date 2 SHIM • • [9y 411:1ia Dade ProduCl n TYP.ANCHOR TYPE, EMBEDMENT AND EDGE NO GRANDE THIS SHEET I— V'i� 11 DISTANCE PER SUBSTRATE, 51 DATE:07/02115 THIS S SEE TABLE 9,THIS SHEET EXTERIOR - —. USED AT CURVED m EXTERIOR 29 FRAMEMEMBERSONLY °• 4 51 �J (q 51-7/8'O.C.MAX. CONCRETE/CMU �,—_-_-- VISIBLE LIGHT WIDTH= ��,•I 5 WINDOW BUCK WIDTH-2.314• PER ANCHOR REQUIREMENT I WINDOW BUCK WIDTH WINDOW CONCRETE/CMU lh Y Q BUCK PERANCHOR a 0) '°aa HEIGHT 1/4'MA%.SHIM HORIZONTAL SECTION G-C REQUIREMENT Q 0 o >-n atop O N W - C3 /112 STEEL O tV SELF-DRILLING SMS O r.�j c;i N VISIBLE (G5),SEETABLE9, J•.0 Os o LIGHT THIS SHEET TABLE 9: Z LL r LL (a W ur°orp p WINGHTDOW ` Mtn.Edge Max O.G. = Uj Anchor Substrate Mtn.Embedment U U X- d 5 Distance Spacing W- ()� a0 � 'oN DUCK P..Scut m na(S =0.55} 91 -3t8" 1 z IS O HEIGHT- Aluminum 6063-T5 min. 8' .063' 2- o Y ql2 or H144109S Screw t` O O Z o 23ta" INSTALLATION A38 Steel 318• 0.663'• 12, o a Z rn _O TYPE H Steel Stud Gr.33 min. 316• 0.045•iB Ga ' 12" (- Z LL O P.T.Southern Pine(SG=0.55 9116' 1.318' 12' 15 O n EXTERIOR Aluminum,5083-T5 mtn. 315' O,Oa3•• 12' t- __ q12 or q1d Steel Screw(G5) A36 Steel 318" 0.003'" 12" �J StaatStud Gr.33 min. 318' 17.045`180a` 12'(ASTM C90) 2-1/2' 1-1/4" 12' Z 21 (SEE SEPER IaauS ule MIAMI-DADS APPROVED MULLION V4*4169S C1alaFCax Ungro d CMU, ;`t' F � Concrete(min.3.35 kat} 1' 1.314` 12' cc �[ O Z Z 6 STEEL FRAMINNHOA),ALUMINUM,G OR STEEL STUD. Concmta min.2.85 kel 1" 1�/4' 12' � U U elwg SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 kol) 2-112" 1.318" 12, < 114'Steel Ullreeon a Z W TABLE$.THIS SHEET Ungrouted CMU,(ASTM 690) 2-112" 1-1/4' 12' O •--1 N O $ 1/4"MAX SHIM Grouted CMU ASTM CAO 2-112' 1-31r 12• naF � 5116'Steel UtUaaon oorole(min.3.5 C- 5.1/4' 1.314• 52' twW :5i a-?y Grouted CMU ASTM 690 2-lir t3t4" 52' �5 f7 114. MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W 1X WOOD BUCKSTRIP, a/71 'osod ceuag SF E NOTE 2,THIS SHEET LY y/4 • `� ON N>I r, • CONCRETE PER EMBEDMENT ° " ANCHOR INSTALLATION NOTES: ST " • � � REQUIREMENT •'1�" . ° 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 - INSTALLATION a EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN i-112•.1X WOOD BUCKS ARE O ts4 �+— TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X`ARE 1-1/2'THICK OR GREATER. TYPE F r / DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %4i 3?TE OF SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. t� "••',�,<Giy1pP..'' �� VERTICAL SECTION D-Q (^ 3.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. //,lnittt" 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE DISTANCE PER SUBSTRATE,—\ NOTE 2,THIS SHEET INSTALLATION INSTALLATION SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION DISTANCE DISTANCE114'MAX EDGE DISTANCE TYPE I J— SHIM C' 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP PRODUr REVISED OR FRAMING,SEE OR FRAMING,SEE m CO"iplying with the Florida NOTE 2,THIS SHEET Builg - NOTE 2,THIS SHEET AcceplaMn"Nn 1114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND ir.tio.D 19 SHIM EDGE DISTANCE PER SUBSTRATE, By 4 6 SEE TABLE 10,THIS SHEET prodatc"ffm) EMBEDMENT N-0 CHANGE THIS SHEET --6 F EMBEDMENT 3 DATE:07102/15 Cade Dod. USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY \—n L11 n @ 11-718"O.G.MAX. It EXTERIOR WINDOW 4t < BUCK -708— HEIGHT VISIBLE LIGHT WIDTH 1/4'MAX.SHIM WINDOW BUCK WIDTH-2-34' 0 WINDOWBUCKMDTHoU) (9'IN- Coe CD t m cq VISIBLE o 0)-j CD z goo T INSTALLATION HORIZONTAL SECTION E-E C11 LL a :I "ojo HEIGHT TYPE L z to W W 2 tof 0 a W �2 1 5 =N Lj WINDOW BUCK #10 STEEL Uj 00 0 ED amo HEIGHT- -�4 — — SELF-DRILLING SMS > z 2-3W (G5).SEE TABLE 10. . q 0 g 0 Z 0.z THIS SHEET U. TABLE 10., 0 Min.Edge Max.O.C. -.1 Anchor Substrate Distance Spacing '-i--1124 x •-.ijTB—oxlWSouther—alf— P.T.Southeno SG--- 5) 5116" 5" 0 V) 1-4S 2-1121 x.131'Common Nall P.T.Southern Pine(SG--n 0;9% 318" 51 z 0 2-112"x.145"Roofing Nall P.T.Southern Pine(SG=0.55) 318. 5" 3: P 21 6 2X WOOD BUCKSTRIP P.T.Southern Pine(SG=.65) 1127 51 0 z OR FRAMING SEE EXTERIOR #10 x 1"Steet Screw* 0.0931 Aluminum,6083-T5 min. 5116" 5- 00 NOTE 2,THISSHEET1/16"A368teet 0 of 0.045'('18 Ga)Steel Stud,Gr.33 4, it tz EXTERIOR 114"MAX SHIM MIAMI-DADE APPROVED MULLION "V*? F777-j (SEE SEPERATE NOA),ALUMINUM, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. z 3:a STEEL FRAMING OR STEEL STUD, U- SEE SUBSTRATE PROPERTIES, INSTALLATION — TABLE 10,THIS SHEET TYPE) 1" EDGE DISTANCE \,Nj LYNN INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705 EMBEDMENT \\"-AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"lX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112•.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'W ARE 1-112'THICK OR GREATER. VERTICAL SECTION F-F PROVED Y AUTHORITY �C3 INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS AP 8 TH ITY HAVING JURISDICTION, C:"" STATE OF 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I,';/ONAL.e\ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, 1/111111 A.LYNN MILLER,P.E. PAN 56706 ZX WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M DISTANCEL NOTE 2.THISSHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M Fs FOR THIS INSTALLATION TYPE N EMBEDMENT !METHOD ONLY, ON FORTH S NS L ANCHORS INSTALLATION 'HORS MAY BE NO METHOD ONLY, 0 ANCHORS MAYBE NO EMBEDMENT SHIM MORE THAN TO.C. MORE THAN WO.C.. 2X WOOD BUCKSTRIP NOTE 2.THIS SHEET IX WOOD BUCKSTRIP,SEE PRODUCT REVISED m complying with the Florida OR FRAMING,SEE BuildirigCod. NOTE 2,THIS SHEET Accoplance No --tl/4"MAX piration Date MCI 3 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, By 4 TYP.ANCHOR TYPE, SEE TABLE 11.THIS SHEET tAlp a c rotvc[Control EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, NO CHANGE THIS SHEET SEE TABLE 11,THIS SHEET EDGE no 0 IV DATE:07/02JI5 EXTERIOR USED AT CURVED DISTANCE 29 FRAME MEMBERS ONLY Oa 11-7/8*O.C.MAX. n k EDGE DISTANCE Z; CONCRETEICNI PER ANCHOR WINDOW REQUIREMENT 4 CONCRETE/CMU < BUCK PERANCHOR HEIGHT -MAX SHIM VISIBLE LIGHT WIDTH 5 114 WINDOW BUCK WIDTH-2-3W REQUIREMENT 1 0 WINDOW BUCK WIDTH EXTERIOR >-to, U) CD 00 0 cq (9 tN 00 0 as d VISIBLE j I, m m C3 UJI LIGHT INSTALLATION TYPE 0 HORIZONTAL SECTION G-G 0 z XG ::j -.0 LL C'4-J a HEIGHT= z to LL (D K OR THIS INSTALLATION m — W WINDOW (-)6 6 o BUCK METHOD ONLY, TABLE 11: LU 2 1 5 —5, HEIGHT- �I ANCHORS MAY BE No F- to 0 (9 9MG i I•MORETHAN6'O.C. Min.Edge Max.D.C. Ct ILI 2-3/4 Anchor Substrate Min.Embedment > z 0 SpaeN f, 0 0) P.T.Southern Pine ISO. F15. —Iwr 0:z — 0 I- U. rn TYPE BUCKSTRIP,C THIS'N E .2. SHEET UU Hit jqi INSTALLATION NO C. #12 STEEL #12or#1441OSSScmw Aluminum W0345 min. 3/8, 6.06Y—. 60 0 SELF-DRILLING SMS A36 Steel 3/8' 0.063— 6* (G5).SEE TABLE 10, Steel Stud,Gr.33 min. 31a, 0.045.1B Ga) THIS SHEETP.T.Southern Fine(SG--0,55) 9116* 1-we" 012 or 014 Steel Screw Muntnum,OD63:M min. 3/8- 0.063,• 6. A38 Steel 318' 0,0ar• 1. 0 (j) 21 TYP.ANCHOR TYPE,GE gi—eef Stud,Gr.33 min. P I.- jEjn)CT1ERIOR afg- 0.045'(18 Ga)• 61 0 z 6 EMBEDMENT AND EDGE DGE Ungrouled U,(ASTM C-90) 2-1/2" 1-114" 12" :5 PER SUBSTRATE, 1/4'410 SS CrateFlax 1. 'x: n DISTANCE lu Concrete(min.3.36%st) t-3f4' IT ;z atcaS SEE TABLE 11.THIS SHEET a C:, MIAMFDAOE APPROVED MULLION Concrete(Iffln.2.85 , . 114'MAXSHIM Concrete(min.2.65 ksl) _-2--ia- —i_ve* 12' 0 z I'r I? (SEE SEPERATE NOA).ALUMINUM, 114'Steel U11mcon LU STEEL FRAMING OR STEEL STUD, Ungrouted CMU.(ASTM 0-90) --2--lir 11-1/4" 12, SEE SUBSTRATE PROPERTIES, Grouted CMU,fA5TM 290 2-1fr —1314- 12' X z O.O. TABLE 11,THIS SHEET 5/16'Steel ulmcon .1 I-X4' IT FL iL Greeted CMIU,CASTM C-9D) 1 2-112' 1 1-314' T-ir TYPE N 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. t I I 1//, INSTALLATION SEE NOTE 2.THIS SHEET LYNA, EMBEDMENT INSTALLATION NOTES: ;p 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD SUCKS DEPICTED ON THIS SHEET AS*IX*.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-It2'.1X WOOD BUCKS ARE •..................... OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1 IT THICK OR GREATER. DISTANCE t C_ INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS To BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING S L11.z- DISTANCE JURISDICTION. 3.FOR ATTACHMENT To METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H ,,A 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. if � % A.LYNN MILLER,P.E. P.E.058705 ASSEMBLY DETAILS FOR ASSEMBLY F N FRAMESDETAILS FLANGE&EQUAL-LEG FRAMES PRODUCT REVISED re canplying wish the Florida Building Code kEIT.RE ICURVER Lx Ira im Dat Z(a ANGLEDlCURVED Lx imlialDme ASSEMBLY 90°CORNER FRAME ASSEMBLY By FRAME ASSEMBLY 90°CORNER Mism' aria Producl Con of FRAME ASSEMBLY m NO CHANGE THIS SHEET DATE:07/02/15 100ALL CORNERS Tf�& 111= ALL CORNERS 70USE OASKE7USE GASKET I AND/OR SEALAN "'� ANDIORSEALANTM Q EQUAL-LEG FRAME ANGE FRAMEEGFRAME TERIOR ti e op 000 I MtTERED FRAME WITH INTERIOR t7�yELDS I AND EXTERIOR FRAME WELDS O R,`fj v� N d ME (SHOWN)OR CORNER KEYS AT A (SHOWN)OR CORNER KEYS AT '0•,D rn 1 o Z 28 n SCREW BOSSES.SEALANT AT ALL CORNERSEJi�11 SCREW BOSSES.SEALANT AT ALL CORNERS Z B- �B. C> smp p 00 x Uj w 2 m Y 9Ma 2.784' 2.784' .084`2.78410_-. .o--Z a:Z � F O o rn O a .094' --►I t.�--- .004' —,..I t-»— v c) o ItemE 12: � .074' .062' f .074' .062" � .074' � .062' � z o I Z POT Part# Deserip9on Material � 1.375' � 1.375' � ® � � � taagS —] � 1.875' 1 42534 Flanged Frame Alum.6063-7S .436" 500' .438' 500" 438" 0 m 1.000" 500" I_ woos was was fA Z 2 A285 Equal•leg Frame Alum.6063 TS �r .050" �—+��+— .050° .050" O 3 4266 Integral Fin Frame t.1z5" ¢ m ara�s e9r Alum.6063•T6 FLANGE FRAME EQUAL-LEG FRAME 077• u Z 4 4255 7t1$"Laml-Glass Bead ng Alum.6083 TS #4253C,6063-T5 2 #4255,6063-T5 -- 0 6 4254 LG.Glass Bearing Alum,6083-TS FIN FRAME w O as ,6063-T5 x Be 4270 Installation Faatener Corer Alum.6063.76 #4256 6b 4224 Installation Fastener Cowr Rigid PVC an: on .onovas 10 70589C Gasket(at 90°comer joints) Polyethylene t — .070" .346" ``........ .t Ir T+/ 1.o3r .— �. a... LYNN ''r 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro,65+I-1 I I �O y�cr-NSFr��IF�y' 13 Dow 898,GE 7700 Silicone or Equiv 875' 87s' 20 71852K Setting Block,Mono.3116'x 7/19'x 4" Neoprene,Cu%85+/-1 ,050" Na.58705 > 21 71704AK Salting Block,I.G.3/18"x 1-3137'x 4" Neoprene,Duro.85+/-1 �"�� •050 050" INSTALLATION 22 W7/16"LAMI RAK716 7118"Du eSaat Spacer I.G.GLASS FH SMS Stainless Steal 28 #8 x 1.1tGLASS BEADING BEADING FASTENERCOVERj'•, 77L J5 I> 4" t} r tr✓� #4255,6063 T5 #4254,6063-T5 #4270,6063-T5 m `G 30 781PC]X #8 x 1"Quad PH SMS Stainless Steel ;�s,Syr�40RIDF;<,. AtAL E :. r++III 11o", A.LYNN MILLER P.E. P.EA 58705 Florida Building Code Online Page 1 of 3 YsjT4s`�3 2 v" f YM4a i p� .' 3 (p9. .. it .artC Cirlda IJr t lrMen- ' BCIS Home # Log In User Registration { Hot Topic Submit Surcharge Stats&Facts Publications } FBC Staff BCIS Site Map Unks ( Search Busines Professional a ? USRdubi ic Approval RegulationW-Wilumpl ® Prodret Approval Menu>Product or Aonlication Search>Application List>Application Detail (, -Y' FL# %039-'RI�..�. �'' s Application TypeCode VersionApplication Status *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 G 70 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance.Representative Address/Phone/Email Category Nlindows Subcategory Ingle Hung 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 09/14/2015 Date Validated 09/18/2015 Date Pending FBC Approval Date Approved 09/18/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/23/2016 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 239.1 ISH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0528.22.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 II 15-0528.22.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent.Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ISH-500(Large Missile Impact) WinGuard Vinyl Single Hung Window j Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-061.2.12b.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 Ii 15-0612.12b.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 ISH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 11 15-0519.07.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports i� Bated by Independent Third Party: 239.4SH03(La�ge�iissite'Simpact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 1.22 C CAC 15-0519.08.vdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation nstructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for !F-- 1 1751 -051 :09 B.bdP product performance information,anchorage details,and anchor type, erified=rT..`Nfia'mi-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 ISH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.02 LM.odf 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(NOA)for FL239 R22 Ii: 15-0609.02 LM.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 ISH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate I Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0609.03 SM.pdf 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(NOA)for FL239 R22 li 15-0609.03 SM.pdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000(Large Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0612.11 LMI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 11 15-0612.11 LMI.cdf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CHC 15-061210 SM'-.Pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions 1 Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 IT 15-0612.10 SMl.ndf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 7App%v.d SH-5400(Non-Impact) Vinyl Single Hung Window Certification Agency Certificate se in HVHZ:Yes FL239 R22 C CAC15-051?.O66.ndse outside HVHZ:Yes Quality Assurance Contract Expiration Date nt:No 07/30/2020 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEm... 2/23/2016 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 8222 II 15-0519.06b.Ddf product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC 15-0519.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL239 R22 II 15-0519.05.1)df product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: go km Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 _ The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: .> ® EOfucY se tltitrsi1:"I'IFIc'. ..- ... http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/23/2016 MIAMI•DADE 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.miamidadtgov/economy PGT Industries 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 Velocity Hurricane Zone.- DESCRIPTION:Seri "SH 700"A_uln lrum pgl APPROVAL DOCUMENT:Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Larg and Small 1VIis le Tmp ct Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.08 MIAMI•DADE COUNTY I E �pirattiin �.ate, Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through I I of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4645,dated 08/11/05,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Manuel Wei;P.E. Product Contr Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) .5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada; P.E. (Submitted tinder NOA No.05-1018.01) 6. 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 an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. shoion ca c lafz�prepb nalysis,complyin with FBC=S'" : ition0 f, da ed 0 / 2 nufacturer,signed and sealed=by A thony Lynn Miller,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray ButaciteO PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. Manue1A-e_re6L P.E. Product ContiUExainer NOA N9.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723.FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 051018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I.,approved on 11/03/11 and expiring on 03/26/16. Manuelz P.E. Product Contr 1 Exa finer NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS I.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) 716 C EONS -Fj(2-gTL�"f'-'l/WNNE, U txR�AWAME$?M'AQC. OR T B. 6XpA C� FLEX B Aver DNS<IP�V INTER I TINGG 0 ED GLASS H A WITH .090"KURARAY EASTMAN CHEMICAL COMPANY) C.5116*LAMI CONSISTING QF(2}LSTES pF tf8"HEAT STRENGTHENED GLASS WITH A .090*KURARAYEASTMAN CHEMICAL COMPANY) M 7116"LAMI CON (BY KURARAY AMERICA,INC.) OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7116"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1) ITE OF 3/16-HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUITACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP A F.7116"LAMI CONSISTING OF(2)LITES OF 3/16r HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE PV13(BY KURARAY AMERICA,INC.) OR.090"SArLEX!PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET G.13116"LAM[IG:(1)LITE OF 118'TEMPERED GLASS,AN AIR SPACE AND 5116-LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GENERAL NOTES.............I .090'KURARAY BUTACITEOPVB(BY KURARAY AMERICA.INC.)OR.090"SAFLEX 13INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS............2 H.13116-LAMI IG.(1)LITE OF 1/8-TEMPERED GLASS,AN AIR SPACE AND 5116-LAMI CONSISTING OF(1)LITE OF lla-ANNEALED GLASS AND(1)LITE DESIGN PRESSURES 3 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE AVB(BY KURARAYAMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 1.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS HERR.SECTIONS............6 WITH A.09D'KURARAY BUTACITE-PV8(BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST......................6 J.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A EXTRUSIONS....................7 .09W KURARAY BUTACITEPVF(BY-KURARAY AMERICA,INC.)OR.096"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL..............7' K.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIRSPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE ANCHORAGEAI B-11 OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITEl'VB(BY KURARAY AMERICA,INC.) OR.09D"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16'LAMI IG:(1)LITE OF 1/8*TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITEPVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEx'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116"LAMI IG:(1)LITE OF 11/81 ANNEALED GLASS,AN AIR SPACE AND 5/16,LAW CONSISTING OF(2)LITES OF 1/8-ANNEALED GLASS WITH A .090"KURARAY BUTACITE"PV8(BY KURARAY AMERICA,INC.)OR.090"sAFLEX'OVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL Wl LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 1/31%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH I I FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as-mplying with dw FlImMa E ulldil " 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A.�_p'=o -0"IOs 7.REFERENCES;TEST REPORTS FTL-4645,FTL-4646,M4547,FTL-4648,FTL-4649,FTL-4650.FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. Er ANSI/AF&PA NDS FOR WOOD CONSTRUCTION Miem ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY V(NN HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 140 .50705 A -T). Ljj:. -t oi, A 57t Lu 6112115 6 ED177ON(2014)FBCUPDA7E- WXW-url 'WR NOTES J%0..'••1 7 C NOLOGYDRIVE J.J. 10/07111 D 1201OFEC UPDATE N.VENICE,FL 34276 nw 110HANGED,CAP GLASS PETOTE PEREDFROMNS P.O.eqx 1529 ALUM.SINGLE HUNG WINDOW,IMPACT JA Oftl/If C Ty 4f a-r&W. - - NOKOMIS,FL34274 vlibly Raw, I-NTSI-I a 11 4040-20 A.LYNUMLAiR,P.E. FIC 9/1/06 J.J. SM7 I FL P.E.#58705 NOTE: LAMI IG OUTBOARD LITE$MAY BE (D-- (D- UPGRADED TO 3116"WITH NO CHANGE IN DESIGN PRESSURE. 112*NOM. 112"NOM. 41 GLASS BITE 44 GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 37 37 Va. KURARAY BUTACITE' PVBINTERLAYER 80,81or 82 83,84 or 85 SAFLEX7PVB IONTTERLAYER BY EASTMAN CHEMICAL COMPANY 70 UO 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB .090 PVB INTERLAYER INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 7/16"LAMINATED GLASS 1/2"NOM. �3 1121 NOM. GLASS BITE 46 GLASS SITE (38)— PRODUCE REVISED as wmplying with thoFtmida 86,87,86 or 92 89,90 or 91 Ac p IMN. ( L—L--L--J imtian 70r O BymIV.i ado product Co. of I 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS —090 PV8 INTERLAYER .090 PVB INTERLAYER — 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16°ANNEALED OR HEAT STRENGTHENED GLASS —5116"LAMINATED —7/16"LAMINATED ........ AIR SPACE .. —AIRSPACE NCENS11"..,1p — —1/8"ANNEALED OR TEMPERED.GLASS 1/8"TEMPERED GLASS& 13116"NOM. 13116"NOM, }5"05 13116"LAW IG GLASS W15116"LAMI 13116"LAMI IG GLASS W17116"LAMI -7 STA'E F ft*� MANUFA0TUR6R LU 6112116 RE P"SEDINMRIAYIER IUIUIL�KNU f2l AVING DETAILS ...... 1.1. 10107111 D NO CHANGES 7HIS SHEET N.VENICE.FL34276 w- 75--ra—y Vw P.O.Bqx is2g ALUM.SINGLE HUNG WINDOW,IMPACT J.ft 0410flIl 0 CHANGED CAP OWS TYPE TO TEMPERED FROM HS MILLER,P.E. i-W —a� NOKOMIS,FL34274 Viribly Better ftm 7E I pfc.B;W91'1105 ji.al��=7 1=1 187411 1 2 - 11 4040-20 FL P.E.#58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT e -IWIQT,H- GLASS TYPE 21=91?9 66" Gr TO" 72" 74" 76" % k!RiEE T I N�GM_RAIL A,B,M =+80.0 Irm +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 0.01+60.01 .80.0 +80.0 -80.0 +80.0 -80.0 - SO- A,B,M +80.0 80.0 +80 +80.0 .0 .80.0 +80.0 -80.0 +80.0 -80.0 +80-0 -80.0 +79.0 -79.0 •X1 SASH 62" A,B,M +80.OT-80.0 +80.0 --80-0 +fto -80.0 -78.8 -7&8 +77.3 -77.3 +75.9 -7r>.g 631181, A,B,M +80.01 -80.0 +79,6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4- +74.0 -74.0 UPTO63118" C,D,E,F,G,H,I,J,K,L 7_6010-F-8-00 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS "0" +80.0 -80.0 SA� +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8' 441 60 618" 1 63" 72" 1 74" 76" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.01 -80.0 +70.0 -70.01+70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL _T owl A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70,0 +70.0 -7010 "X" SASH 7 62" A,B,M +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 46-9 -76.9 +7&0 -70.0 1 +68.8 --68.8 +67.6 -67.6- 63 118" A,B,M +7 +6'.' +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.0 -75.0 +68.0 68.0 66.7 -66.7 +65.5 -65.5 +800 + 00 - FUPTO63118' C,D,E,F,G,H,(,J,K,L +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +70.0 -70.01+70.0 -- CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W1 SASH=76"FLANGED AND 76"INTEGRAL FIN) O.. MINUS 1 WIDTH GLASS " GLASS TYPE 1 17118" 1 2211116" 1 283116" 1 33314" 1 396116" 13116" 60318" 6616116" SASHHT. 63118" ID,E,F,J,K,O,&1+80.01 -80.01+80.01 -80.01+80.01 -80.01+80.01 -80.01+70.01 -70.01+70.01 -70.01+70.01-70.0 HT. MEETING RAIL .G1AAS_T_YP1E. ---TEST REP_0RTS____ TABLE X. JSASH A.5110"LAM11 48,'"AT,09'OrM10.6 fi97T�Ml-(1t8'A,.090,1X'HS) F 46 T C.5/16"LAMI-(1/8"HS,.090,1/8`HS) FTL-4647,4648 D.7116"LAM]- 3/16"A,.090,3/16"A) FTL-4645,4086 E.7116"LAMI-(3116-A,.090,3116"HS) FTL-4645 PRODUCrREVISED F.7/18r LAMI-(3/16PHS,090,3116'HS) FTIA645 as-mPlYing with th.Flmid4 01,11ding C.d. G.13/16"LAMI IG-116-T,AIRSPACE,5/16!'LAMI-fiff-A,090,118"A) FTL-4646,4723 Agplalcc NO 15- 'Da" H.13116"LAMI IG-118"TAIR SPACE,6/16"LAMI-(1/8"A,,090,1/8'HS) FTL4646 By " . I. i3/16"LAMI IG-118"T,AIR SPACE,5/1W LAMI-(116"HS.,090,11WHS) FTL-4646 "a a&pra�&'(" n"Is'I J.13/15"LAMI IG-118"T,AIR SPACE,7/19"LAMI-(3/16"A,.090,3/16"A) FTL-4649,4650 K.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3116"A,.090,3116"HS) FTL4649,4650,4968 L.13116"LAMI IG-118"T.AIR SPACE,7/16'LAMI-(3116-HS,.090,3/16'HS) FTL-4649,4650 M.13/16"LAMI IG-I IWA,AIR SPACE,5116"LAM)-('1/8"&.090,1/V'A) FTL-5063 (P ........ NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64,0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 1 PSo.68705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 4.GLASS TYPES 0.G.H,AND I MAY BE USED IN SASH ONLY12 5/8"MINIMUM TO 38"MAXIMUM. - 0.. -7 0 STATt/•:OF 4 1. 6112115 E ADD SASHOLA5SdPTKJNSF4RCUSTOMYfEwwwDOWs DESIGN PRESSURES 0 E X"OLOGY i1j. 10107111 Q D NO CHANGES THIS SHEET 10 N.TVENI.E.N.DRIVE W�-W- njc3m -ALUM.SINGLE HUNG WINDOW,IMPACT JR, 04101111 C CHANGED CAP GLASS TYPE TO 7EMPEREO FROM HS P.O.89X 1529 A.LYNh MIWEA,P.E. Visibly Better NTS 1 3 � I I r�AW0.20 JIE FL P.E.#58705 63118"MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 618' FIXED DLO(ALL) D MAX.X;F71XED L) 176"MAX. 75T" SEE OLD I.F. A A LF. I.F. 0 HEIGHT TABLE — D LF. HT SEE OLD HEIGHT STABLE 0 / TTI L76'MAX. TABLE — 76"MAX. TABLE 0 76"MAX, ji FLANGED L FLANGED L FLANGED T_ 38 16" HEIGHT HEI HT HE]'HT SEE OLD T_ T TABLE x MAX. SEE SEE OLD SEE OLD ISE (MAX) HE$ASHT TABLE 4 TABLE x E4 L 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 111 VERTICAL DAYLIGHT 75"MAX. I rs.MAX. OPENINGI.F. I.F. FIXED LITE HEI 3HT E HEI HT LOW HIGH SEE OLD I DETAIL SILL SILL TABLE 0 SEE OLD TABLE 0 A 34 1/2" 34 3116" 76"MAX. 76"MAX. B 41 5f8' 41114" 1 FLANGED FLANGED C 41114" 40 7/9' HEIGHT HEIGHT D 52 618" 52 11116" L L E 52 114!' 52 5116' PRODUM REVISED T_ T_ 9AWH .112-111.1p."Imrith the FIW* SEE OLD TABLE 2T SEE DLO TABLE 2 LOW HIGH Accopm-ace N - SASH 111 0 "_,4 SASH DETAIL SILL SILL )0,0 Miami HEIGHT HEIGHT A 34 1/2" 34 3116" t B 27 7116"_ 27 118" Dr C 27 7116" 27 1/8" DETAIL 0 DETAIL E D 16 316" 1531411 VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 15 3/4" TABLE s. NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. "rNo.58705 3 SEE SHEETS 8 THROUGH I I FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 8&C)ARE BASED ON A THREE OVER TWO FORMAT. .77. STATE F LM. 6112115 E NO CHANGES THIS SHEET— ELEVATIONS onK 1070 TECHNOLOGY DRIVE &/ J.J. 11Y07/f! JD NO CHANGES mis SHEET N.VENICE.FL34276 I Of F ALUM.SINGLE HUNG WINDOW, T 5iE P'r NO CHANGES THIS SHEET P.O.B J.p 04M (?X 1529 A.LYNN MILLER,RE, NOKOMIS,F134274 BeelerF.K. uftaillos 1—J.7y S"7 SHNTS 4 -fl 4040-20 FL P.E.4 68705 Imo— 2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OFSASH. 26 27 NOTE:BALANCE PARTS USED GrINSIDE INSIDE MAX,VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 9,10,11,15,16 ——— —————————— — —————— ———————— ——— MAX. (Y-4 FIXED 2.710" LITE 7,8 OR 17 DAYLIGHT FA 25 OPENING 25 FIXED LITE DN OUTSIDE MAX,WIDTH SECTION A-A 6 UTSIDEA INf—E(:TRokL FIN(IJF)FRAME SECTIONS-- INSIDE 23 47 50 MAX. -------- HEIGHT 21 *2. 46 HIGH OUTSIDE I SIL 2, 30 LOW MAX. VENT 4948 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING L 68 2.710" I.F.FRAME 7 FRODUCrREVISED 28 53 11 as co..plyingwith the Florida OUTSIDE I (HIGH gy 53 2.9 6" 2.330" (HIGH SILL) 63 62 (LOW SILL) 7 L -ad-rad- SEE NOTE ABOVE 54 64 il \' 0 k:"'"4,1, 'Np ....... 67 3 30 ULTRALIFT 12 ULTRALIFT ONLY 12 ONLY SECTION C-C No.513,105 SECTION 13-13 RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) IS lY Rona By: Avi7l STATE OF Lhl� A:VI2/15R'7. No CHANGES THIS SHEET �0 01 MWIF- 1WO7111 1070 TECHNOLOGYDRFVE Orluk 00IIIIIIIm SECTIONS J.J.nrvnpy NO CHANGES THIS SHEET W.VENICE.FL 34275 lwQW Ak- J.R. /01/11 NO CHANGES THIS SHEET 0.81?X 1629 PX31 ALUM.SINGLE HUNG WINDOW,IMPACT P. — — vft A,NsIN fflttgR"P.E. perk NOKOMIS.FL34274 Visibly Better F.K. W1105 HIM 11 4040-20 FL P.E.#68705 ITEM DWG.# DESCRIPTION PGT# 17SR DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1 1635 ISCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781PQA 61 1 ISCREEN CLOTH 81816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67GLAZING TAPE,1/16X112-7/16LAMI 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 1 69 4050A IFLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 899.995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5116"LAMI,(1/8"&.090 PVB,1/8"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI,(1/8"&.090 PVB,1/8"HS 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAM, 1l8"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7116"LAMI,(1/8"&.090 PVB.1/8"A) 15 #8X1 PHILLIPS FLAT HEADS.STL 78XIFPAX 84 E.GLASS,7116"LAMI,(1/8"&.090PVB,1/8"HS) 16 1060-1 BALANCE COVER,11/16" 6BALCVR670 1 85 F.GLASS,7/16"LAMI,(1/8"HS,.090 PV13,1/8"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13f16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"&.090 PVBA/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 IH.GLASS,13/16"LAM]IG;1/8"T,AJR SPACE,5/16"LAM],(118"&.090 PV8,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 L GLASS•13/16"LAM]IG;1/8"T.AIR SPACE,5116"LAMI,(118"HS,.090 PVB,1/8"HS) Q 21 4054C FIXED MEETING RAIL 64054C 69 J.GLASS,13116"LAMI IG;1/8"f,AIR SPACE,7/16"LAMI,(3116"&.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAM[,(3/16"&.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL, 67816G 91 L.GLASS,13116"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI!G;1/87A AIRSPACE,5116"LAMI,(118"&.090 PVB,118"N 27 1016 #8 X.625 PH.FL.SMS 7858 —2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 —2.784- 30 78430 1226 WS P.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 L .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X25164"X 1" 71622K 1' 3. 55 36 1052 LAMI IGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K '062 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 640398 47 FRAME, I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 44071 A.6063-T6 44 4222A GLAZING BEAD,7/16"LAM[ 64222 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 48 #4072A,6063•T6 46 1 4067 IGLAZING BEAD,13116"LAMI I.G. 64067 2.908 PRODUCT'REVISED 47 4071A FRAME,I.F.HEAD 64071 nsc-,plyi.gwith The FWdde 48 4072A FRAME,I.F.LOW SILL 64072 2.374 AepInn BCOccN�o I O-'1'9 O o7I cc 49 4073A FRAME,I.F.HIGH SILL 64073 C picntion Dale / 50 4074B FRAME,I.F.JAMB 64074 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM Nuemi ade"._Ct ConLo 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 2. 1 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 55 1014 ISCREEN FRAME(HOR.&VER.) 61014 .062 NOM t%%I I I I I j" 56 1630 SCREEN CORNER KEY W/RINGS 71630 THICKNESS \ I 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 ��.•4k ��OENSF'<<`p 58 1073 SCREEN SPRING 7CASP ' 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 5U FRAME,I.F.JAMB = �;` Na.50705 49 FRAME I.F.HIGH SILL #40748,6063-T6 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) — O � I a :per•' SSA COF :'4Q —1112115-1 1 n.ran,: FcoR1v�••''�� L.M. 5H216 E NO CHANGES THIS SHEET PARTS LIST %F�, . . J.J.' 1�T/11 �D NO CHANGES THIS SHEET 107N.TVENICELF 3C2OGY 75ryE P�T ALUM.SINGLE HUNG WINDOW IMPACT �� NAL tL�\C� °"` F0N0b1 P.O.Box 1520 J.R. oval/1t C CHANGED CAP GLASSTYPE70TEMPEREDFROMHS a„,„y� "� m r D-ft- wr. A.LYNN IJ�ILL�R,P.E. �-• o s c�a a,d NOKOMIS.FL 34274 Visibly Better SH700 NTS 6 a 11 4040-20 E FL P.E.#58705 RIC 911105 J.J. A3!07 I.F.FRAME SEALANT ALONG ENTIRE JOINT I or47 I.F.FRAME 2.784--1 1 .062—— II 1.36 2.830 2.330 .062 FLANGE FRAME HEAD #4002A,6063-T6 FLANGE FRAME SILL (LOW) WELD —1.749— #4003C.6063-T6 ALONG --.7 SCREW A qSEAUNTORGASKET BOSS(2) AT HEAD 121.710 �-1.513--j 738 AND SILL —*Z=162 .490 .062— VIEW D-D VIEW E-E "IEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SN 'OVER SASH STOP FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB Q #4025,6063-T5 17 #4053,6063-T6 .050 #4004,6063-T5 (USED AS RADIUS TOP HEAD) 1A65 .678 1.342 —2.326-----1 1.096 2.279---1 .349 .062 GLAZING BEAD,5/16" #40396,6063-T5 062 2�W 2.155 lj 07 [062:— 1.979 SASH SIDE RAIL .062 — #4008,6063-T5 21 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL(LOW) 678 #4054A,6063HD-T(3,��, #4006C,6063HS-T6 #4007,6063-T5 050 T PRODUCT REVISED GLAZING BEAD,5/16 .3 complying wfth thre FWds i3widi.g Colk [e6718 ','pllim NO ID X 21 @ #40448,6063-T5 A.I, (USED W/GRILL KIT) k 72 -1 ff _Z326--i o Date 1,096 .062 Mian' 2.946 GLAZING BEAD 7/16" 3.446 1 #4222,6063-T6 2.638 .683 AL-050 .062——] — I T 1.097 %V(LYNV -171 �p' —...E!lee 056 iS � O GLAZING BEAD,13/16-1 IG *4067,6063-T5 FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16" No.58'(05 #4050A,6063-Ta #4051A,6063-T5 #985C,6063-T5 7-t/15 (USED W/GRILL KIT) "Ir 'I., STTEOr EX . z f, LT NO CHANOES 71f/S SHEET EXTRUSIONS&FRAME CORNER DETAIL I '.A WD TECHNOLOGY DRIVE (NN J.J. N.VENICE,FL 34275 ALUM.SINGLE HUNG WINDOW,IMPACT 'VA J.R. 1,5 E NO CHANCES THIS SHEET P.O.BOX 1629 MGT- 'MffMIL*La,P.E. "'2 Gnn E Irl-111 _0 NO CHANGES THIS SHEET NOKOMIS,Ft 34274 VWbly Better aKy.' "I'll C 167 J�Hlf 1�7 11 404&20 FL P.EX 58705 F. aaz"/,s t'r sw. ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHORTYPES: 1-114'ELCOTAPCONS SUBSTRATE: 28.603 34.603 40.603 gttfll�160-3 lIV521b 64.603 76.000 2-114"ELCOSS4CRETE-FLEX 68.603 3-#12 SCREWS ANCHOR TYPE: Z 0 tj cj C.) 0 0; 0 C.) 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW dbws—i'�o c"!z z cl) ZI)-- C" z zms z z o z co Z-z z z m Z_Z z z of 0 0 C40 tN C4 C40 N o 0 cj a 0 C'4 0 0 ocq 0 0 o 0 clf 0 o o 0 cq 0 0 0 0 0 FOLLOWING DIMENSIONS. WIDTH TYPE 0 0 0 0 c) 0 0 0 0 0 0 0 0 HEAD-18 1/2"MAX.FROM TOP CORNERS 31- 3 JAMBS-171!2"MAX.FROM TOP CORNERS C,D,E,F,G, 11 1 11 111 1 1 1 1 1 1 16"MAX.FROM BOTTOM CORNERS 19.125 11 jj.� 2' 12222222222222222222222222222322331116MAX.BELOW MTG.RAIL I� 2 1 1 111 lj� 111 2 flI - - - 11 H,J,K,L 11 1 l' 1111 111 111 11 ' 1SILL-ANCHORS NOT REQUIRED ABIM i12 I Ih,I I il il'i'l I 1 2 2 2 2 2 2 212 2il 2 2 2 2 2 2 2 2 2 2 2 212 2 3 2 2,3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, I QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 24.000 H,IJK,L 112 111 112 112 1121112 212.-112222222* -11212��ij�-ij2l-21*3*2*12 2-12 -2 13 -21 -2,13. il'3 212 i'1[3 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AB,M -1',21 21'- 311212 3 3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1121 111 1 2 11'2 112 fl� 2'12' 'i 1-2 2'1 '2 1'-2' 2'12 212 2*12 212- 21'2' '212 212 2 3 2 3 ARE V LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1]2 1 2 F2 21 ii 2 3'I'l 2,2'13 213 2 2 2 2 2 2 213 13' 2'1' 1 1"� 13 il 4' 313- -4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 13 [i I 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A AB,m I MAXIMUM DESIGN PRESSURE WITH THE QUANTITY I-- -I -I -I I 1 1 213 2.1'2* 2J3 213 2 2 3 3 2 2 -I' - I.- 12 1- OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 1 2 1 2 2 2 2 3 1 2 2 2 3 11 12'3 3 3 314 31*2 31*6 314 3 4[� C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 i 2 2 1 2 MAXIMUM DESIGN _3 3 31'3 ' I *" 3'*3'1-' PRESSURE FORTH RESPECTIVE SIZE H,I,J,KL 2 2 2'1'2' 213 2*1j 2J*3.'21'2 213 -iiu 2 a AIA 314 21 3 4 31 4 3 5 3 4 4 V00902 2 1 1 2 f 2 1 2 2 2 2 1 2 AND GLASS TYPE IS Ppm— I MABM� I- 1 1 1 - -1 '14 AVAILABLE. � 21�'2'*3' 2 * 3 2' 3 13 31 131 2'12 11 1 2 1 " 212 -2"I'S'"l9q, F27173� "2,3,%14 2 3 314 3334 3* 5 31314 PSF 79 C,D,E,F,G, 2 2 2 2 2 '2 2 2 2_ 2 2 1 2 2 1 23132 251_2_I 3% 2 2 2 ij- 213 _ji 40.000 H,I,J,K,L 2F2 11-2 21-2121-3-1212,12['3 21*3 2 1213 213 21-3 214 21 13 3�14122161�1%1 31 1 1_1 1 415 *313 4 1'4 AB'm 2 112._ _2 2 1 2 1 2 2 2 2 1 2 2 j..2 2 2.. 2 2 1 2 1 2 2 1 2 1 2 2. 1-2 2 2 2['3-1�j-2-1-2-.13. 13.- 1-2' 'il 31213 213 21 " I- �I`3 iji' T 12 21 3 2 4 i fj4 2Li J3L� 3151 il'211 31 4 15 3j3414 PSF J 79 1 TABLE KEY: C,D,E,F,G,1 2 1 2 2 J.:2 -2 2 2._I 2 2._1. 2_1 2 2 2 1 2 1.�2 2 2 'j _ -- I-- - - i WX PSF 44.000 H,IJ,K,LF2T2 142 2 12,i" 21-3 212-413 2 213- 31'ih-'14 2-1.3 'iJ3 i14 2131314 35 313 3 4 4'5 ij,14 L (DP LIM FED) 118 PRoDucr REVISED A�B'M 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 as cm,plyhtti with ft FWda HEAD oulldinscade - 272 212 212 21ij*2121213 213,2'12',-3'1'3.'214 2 1'3' 313' 314'-;213 3f3 �14121'3 '3'14"315- 3131-314' 415-131-4 '4-15' Ac,.�plmc.N,IS-Cbl-r lce� PSF 79 79 JAMB ABOVE 2 3 E pt I MTG.RAIL C,D,E,F,G, 2 2 2 2 1 2 1 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 3 2_ 3 2 2 JAMB BELOW 48.000 -if-2 212 3 2 2 2 3 3 3- 1 4 - .314 315 3 - 51 �2.14 5 416 3'41.5 "1 MrG.RAIL ......... H,I,J,K,L il2l 1'1* 1 '1 11 . I T2 3 il' 3 21313il 4' 31 ii'l il 13' 31413 313 1 I 1 23 1 2 2 3 2 1 2 3 31 '1pi,*66,iDai'=11 ,40D )w a. _2 2 2 1 1 1 1 _ 2d '1 -- 13 '�14 3'1613 314 4 1 51" AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 12F2 I L2 2 21*3 212 21'3 3"14 2131313 ij'41i�31'314 3'1�1213jij� 315 3 1 15 16 3 4 5 (FULL OP) tttlitrr PSF 72 1 79 79 HEAD LYNN,Illi C�l 3 1:JE,,Kl,,LG, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 0 VE 1.2 2F__F 2 2 3 - 3 1-4- 2'1-3" .3-1 4-'j 31 1 � -1- -f" 'r-ij - - I- -1 4 1'5* MPG.RAIL 53,125 -2 21'2' 2'1 4 2 3 3 4 3 41313 4 3 5 3 3 4* 4 416 3 4 4 L6 �L�-5L6 Na.58705 2 1 2 2 2 2 2 2 2 2 2 2 1 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW )w /{BM 3 4'- ijflijii,iji -i[41315[313,4.14-�4�ii�45 3 4 4 MrG.RAIL j��-il-2-2L3 L2 2 2 L3 314,21 14 3 1' 213] L L.M. 5112M 'INoChANGES THIS SHEET 9�1' F E I, ANCHORA nit), 1070TECHNOW—r- GE SPACING,1/1 WINDOWS f�y..... . J.J. 167111 'D NO CHANGES THIS SHEET NNEN",]'. �ar m" —, m ALUM.SINGLE HUNG WINDOW,IMPACT .N J.R. 001/11 c no CHANGES Er P.O.80K 1529 A..Ly P.E. THIS SHF NOKOWi,FL 34274 E I k' F.K. v,,. FL P.E.#68706 v or. 7,2aW —J� S"7 Vwbly Bever 4040-20 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: 1 1, ANCHOR TYPES: I-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 1 37.155 44.655 52.156 1 59.655 67.155 1 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. O '4 0 0 01, 01 0A 0 C.) a () c) a 0 u 0 0 ()jc,�a c%I 0 0(q 0 1L) 2.ANCHOR LOCATIONS ARE BASED ON THE m 0 W1 GLASS 46c Z-zc,)o Z—z o(vz—zcqot%z—zclocjz—ZCIONZ_zc"o Z_Z 0 Z_Z WINDO 0 0 cio 0 Oa 0 0 C4 0 0'v 0 0 c" O0 0 0 C" 0 0 FOLLOWING DIMENSIONS: WIDTH I TYPE 5t 0 0 3: 0 0 � 0 0 1 0 L) 0 0 0 01 HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1+1 1 1 JAMBS-17 112"MAX.FROM TOP CORNERS H.1,J,K,L 1 1 1 1 1 1 16'MAX.FROM BOTTOM CORNERS 19.125 1 12 12 12 1 12 1 Lj� 21 �12 .. ji ij��J '' 6"MAX.BELOW MTG.RAIL I ' i' - i' 2 2 2 .[i'jij2j� 2'12 111�' 2 2kj�jilji ilf� 2"1*' �121 2 SILL-ANCHORS NOT REQUIRED ABM Ili 1 1i J_j 21 i I 2'1'i i 12.i f I i N Fi Fi i-i i 2 2 L2-i 2 22j2j2f2j2j 3j2j2j2.3j 3 ij'ibLi 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, NOTE 2. 24.000 1 212 I ki-i 12 21 2_2 1111 12 2 12 312' 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 2 —1-i _'212112 312 il 1±212 2 'i 12 2 2F Hj.J,K,L_ A.S.M 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS w I � 1 � _i 2 2 212 �12 312 21- 'ji 1 12 212 ij*�l 11 212 �Ii i 12 "i 121 2 12 21 i 12J2 2 i12 3 1*2 2 3 2 ARE 1"LESS. PSF 68 7�7 S. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, I I I I I I 1 1 1 2 1 1 2 1 1 1 1 . . . . . . SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1: - ii. 1.� - i 11� OLD ITALICIZED VALUE ABOVE THEM,INDICATE L 2 3 31 3 2 313 4 1'� 3'12 413 A131 il 2*�41'3 B CESIGN PRESSURE WITH THE QUANTITY 1 IT H, 32,0001 1,J.K,L 1 1 1 2 2fil,2 22J3 12 �2+2i 3 212 jL� i �j 31 i I MAXIMUM ID 1 i 1 2 1 .12 J1� i�� 3[i 3 1 i__1... ''I...1_.. ..1..., Nil M 21 3 fl22 12 1 3 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 _1.... ..1..., OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE ABM —,I T T F1 il I 'i 2' 5 3 3 giyi 4t3 jji'...1.. ...1_.. . [-� MAXIMUM DESIGN PSF 69 67 1 79 1 PRESSURE FOR THE ±1 RESPECTIVE SIZE C,D,E,F,G, I 1 1 2 AND GLASS TYPE IS 37.000 H,I,J.K,L I I _j J'j_jF1 -21-2 il,2" 212 -ij-3 il 2 'il 3 iji. -31_3 3[3;3'1 1-3 413 3 1'2 3*[i 13"il'i 4j 3 4 3 AVAILABLE. 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M ,Ti�111 1 F1 2 F2 2 2 2 21S 2 it 3 i13 f i 3'1'i 313.313,413, 313.3 12 3[i 414 11 4[3 PS 64 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3 -13 'fif 3 3 r3 31 i 415 fil 413 1 3[i 51-5. 3-1 - 31 il'2' 3 4 3 3 1 2 T 40.000 H,IAK:L 2 2f 2' 2 2 2 1'3' i 1-2 3 ABM _21� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2.. 2 IT I I 1 1 2 2 L3 jij�.�jj 4 3 4 3 1 414"3'1"3' 413 "4 1 il 5j'3 TABLE KEY: 2 712' 9 6 2 2 1 2 2 1 2 2 1 1 2 �4i PSF 49 79 56 79 79 M.PSF C.01.E.F.G. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C,D,E,F,G,,L 1 212 3-, 41�'3'1'3 2 (DP LIMITED) 117 PRODUCT REVISED .K _T 2 21_ I -ii 1413 3 4 1' 413,4141'3131413'414 3-1 5'J'4 44.000 H.1,J.K,L I I T '*I� 2 2 '3i 3i 4 2 i i14 I IF, ITF 12 2 a%complying with the Florida .8'M _2 2 2 F 2 2±313 2 HEAD 3 Building Code -05ir A,B,M 2 2 2 2 2 2 2 2 2 2 2 2ij 2 2 2 2 2 2 132j�% 2 2 2 M�pl..Nots 1.09 3 1 14 1 11 4 3ii 5 4 JAMB ABOVE 3 3 ex III ion 12DZI — 1_2T21 12—21-2 313 2 2 3 31 4141 1 F, TF IF1 2 13 ' 4 21j 31 N41� �14 3'1� 4 3k PSF j 45 74 51 74 79 79 MTG.RAIL By I LIMITED) Z# BELOW aloProduct-Cont I C,D,E,F,G, 2 2 2 2 2 2 2 2 2 3 2 2 JAMB 48.000 KIAK.1- 1 1 1 _1T1 2121 2125�2T2_�3T3 i12 i 13 il 4. 313 313 4 3121 4 1*4 4 14 '3`13' 4 14 414 413 514 414 41 i'5 14 MTG.RAIL A,B,M _12 2 2 2 2 2 2 2 2 2 2 2 3 2. 2 3 2 j_2. 3 2 2 11 IF_ '�J�_2T2_31_3*ijflij'3jL�.j[� 4 T 4 4 1 3.5- 4 1 111 2d 2 (FULL DP) .'Wit PSF �L3�A ir2l 414. 414131 i �1'4 IEA 2 IV ..—.4 41 67 46 67 76 79 .1.1 NN JAM ABOVE C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 2 2 3 2 MrG.RAIL j- 1 414 13 4141414 3'13 41'�14kW 41 1 J:K 2 F 31,3.153 53,125 1 111111 :T1 2 2 272 3 3,313 31 3 14 4151514 514 lskJ31614 )w No.58705 21 3 1 2 53 153 2 53 E4 31 14 ill 2 2 2 2 1 2 2 3 2_ 2 3 2 3 3 2 3 2 2 JAMB BELOW MrG ABM IT F1 I I El: I .RAIL 313 3131414 1 1414141 13 43 41415% 41 14 14 1 14 T221 2121f2�—3 F31 .4 0 07,175' 7 !, L.M. 15 E NO CHANCES7HISSHEET 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW — 1, J.J. 1007111 D NO CHANGES THIS SHEET N.VENICE,F4 34Z75 oft Rvoops, &�—77RG;�g—br "','/ONAk 0,1 J.R. 04MVII P.O.139X 1529 ALUM,SINGLE HUNG WINDOW,IMPACT "�UMLC ADD DPMAX MEREANCHOR OTYIS RESTRICTED BYSIZE. N A.LY R.P.E.R. p—W.b�—5�ft ' I OKOMIS,FL 34274 Visibly Better SH NTS F.K. 7129105 02� 1� 11 -11 ID*""4040-20 I aE' FL P.F.#68705 J.J. =7 NOTES: Y/LIEXTERIOR INTER(ORF-i", 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND�11_1_DETAILr) WOOD ANCHOR APPROVED 1/4r ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE— (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4". 'ON RETE ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR C (�iEE OTEI&3) 2x WOOD BUCK (SEE NOTE 4) T'MIN.EDGE 114"SS4 CRETE-FLEX, 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4-WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE CONCRETE 13/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 4-4114-MIN.,1W CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL ix 38 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE MIN WOOD BUICK—wv— Q. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1_Q 114"j OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT M X. MA 1AX. SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SKEET SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBEUSED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN N,fflF.rLAN!( MID MEA(DIA,GTH..ORAGE F INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4� 13181, MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN. 6. 0 ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114*MAX.SHIM 1/4'MAX.SHIM-1 7.ANCH RS MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 1-3/4'MIN EDGE 1'MINLEDGE EDITION. CONCRETE ANCHOR, WOOD ANCHOR, PH BELOW MEETING FH BELOW MEETING RAIL(SEE NOTE I&3) RAIL(SEE NOTE 2&3) 3,35 KS1 MIN.CONCRETE INTERIOR OR 1.6 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR 2x WOOD 5 Ix'*'BUCK OPTIONAL WITH SOLID CONCRETE *LICK OR CMU SUBSTRATE(SEE NOTE 4) A (SEE NOTE 4) DETAIL - M JETAIL D 117RIUME&M 0;fliOrRAM 1w 618"MIN.EDGE 2-1/2"EMSEDMENT— MAX. 1/4" SHIM —WOOD FRAME MAX. PRODUCrREVISED —WOOD FRAME IM as complying�ilh the Florida E ildiuscode Woo' MTE 5/8"MIN EDGE .131-DIA.MIN.--] E.piratioll Date x 2'112"NAIL, 2-1/Z E DMEJ AT CORNERS .131"DIA,MIN. x 2 lir NAIL AND 5"D.C. 000 FRAME AT CORNER 511114 MIN, 131"DIA.MIN. 1/4- 2 1/2NAIL, wIN AND 5F'O. . S18MIN.EDGE MAX. AT CORNERS �61 EDMENT SHIM AND F'O.C. PETAIL F�(HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) —7 BARER .*Qj T 5112115 E CORRECTSUCKNOrE,REMOVE SECTION2W3 'S'I VTE OF 14/ TYPICAL INTEGRAL FIN ANCHORAGE 1070 TECHNOLOGY DRIVE GEDETAILS `..�Ort J,J. 14V7/11 �D NO CHANGES THIS SHEET N.VENtCE.FL34275 ....... r 6" ALUM.SINGLE HUNG WINDOW,IMPACT R-dar. M�IRIIC J.R, 1,11 ff No CHANGES THIS SHEET p.O.Bqx 1529 3iw_&_r NOKOMIS,FL 34274 Visibly Better T-- F.K. 111105 7J7' S=7 I SH?W L.!YTS 1 11 if 4040-20 E FL 58705