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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 PGT Vinyl Impact SH L Ftt'hwal.'a;3r r--T-ntd BCIS Home Log In ;.User Registration ; Hot Topics ; Submit Surcharge Stats&Facts I Publications FBC Staff ; BCIS Site Map i Links�j Search $ Busines ` PrdfesslU`1 � ��k Product Approval U " USER:Public User R.-gulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# oApproved Application Type Code Version Application 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 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druarkgpgtindustries.com Authorized Signature Jens Rosowski j rosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j rosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-- @ BCCO-CER Validated By �a BCCO-VAL Referenced Standard and Year (of Standard) Standar - Ic Year TAS 201, 2W, 203 1994 � Equivalence of Product Standards Certified By 00 Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 7/25/2014 Florida Building Code Online Page 2 of 3 Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 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 R20 C CAC 11-1013.12.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 FL239 R20 II 11-1013.12.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.2 ISH -500 (Large Missile Impact) WInGuard Vinyl Single Hung Window Limas of Use Certification Agency Certificate Approved for use in HVHZ:,Yes FL239 R20 C CAC_13_�009.05.pdf utside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Desig A Installation Instructions Other:Please see Miami-Dade County Notice of FL239 R20 II 13-1009 05.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO_CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. 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 R20 C CAC 11-1013.13.pdf .Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL239 R20 II 11-1013.13.pdf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.4 ISH -700(Impact) WinGuard Aluminum Single Hung Window Limits of Use ' - Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R20 C CAC 11-1013.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/26/2016 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL239 020 II 11-1013.14.pdf Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by independent Third Party: 239.5 ISH- 800 (Large Missile Impact) Multi-StorV Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R20 C CAC 11-1222.04 LM.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 FL239 R20 11 11-1222.04 LM.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size,and spacing Created by Independent Third Party: information. 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 Approved for use in HVHZ:Yes FL239 g_20 C CAC 11-1222.05 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 FL239 R20 II 11-1222.05 SM.Rdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 7/25/2014 1 i M IAM 1•DADE MIANII—DADE COUNTY,FLORIDA 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)3152599 NCEPTANCE (NOA) ww%y.nflam1dadL.gov/eeonoifi Industries,Inc, i 1070 Technology Drive North Venice,FL 34275 SCo�y . 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"SH-500 Vinyl" White PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191=1, Series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through lI of 11, dated 08/07/08 with revision "C" dated 10/07/11, prepared by manufacturer, signed and sealed byAnthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE, IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted herein. REVISION 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 fort ination and removal of NOA. ADVERTISEMENT: The NOA number precedede vords Miami—Dade County, Florida, and followed by the expiration date may be displayed in adv rt jpt 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 pro F to he user by the manufacturer or' its distributors and shall be available for inspection at the job site as ie request of the 'lding Official. This NOA renews NOA No. 11-1013.19 and consists of this page 1.11- I RReviden Lind E 2, as well as approval document mentioned above. 'asp( The submitted documentation was reviewed by Jaime D. Gascon,P. PEflOA-No.13-1009.0 MIAMI DADS COUNTY El . 4�:CJ@,nu v 08,2019 ,...r tiS t Approval Da NoveinY-0-14,2013 zgo 0-14,2013 " Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.14) 2. Drawing No. 5191-1, series titled "Vinyl Single Hung Window, Large Missile Impact", sheets 01 through 11 of 11, dated 08/07/08 with revision"C" dated 10/07/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. (Submitted tinder previous NOA No. 11-1013.19) 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 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by Carlos S.Rionda,P. E. (Submitter)under previous NOA No. 08-0820.14) 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 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A.Reed,P.E. (Submitted under previous NOA No. 08-0820.14—Tor Referenee on119 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/07111, signed and sealed by Anthony Lynn Miller, P.E. (Submitter)underprevious NOA No. I1-1013.19) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Jaime D. Gas-con,P.E. Product Control Section Supervisor NOA No.13-1009.05 Expiration Date: ,laimary 08,2019 Approval Date: November 14,2013 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 10/6/11, expiring on 12/26/16. F. STATEMENTS 1. Statement. letter of conformance and complying with FBC 2010, issued by manufacture, dated 10/07/11, signed and sealed by Anthony Lynn Miller,P. E. (Subinitfed uuderpreviousNOA No. 11-1013.19) 2. Statement letter of no financial interest, 'issued by manufacture, dated 10/07/11, signed and sealed by Anthony.Lynn Miller,P. E. (Submitted under previous NOA No:-11-1013.19) 3, Laboratory compliance letter for Test Report No. FTL -5710, issued by Fenestration Testing Laboratory,Inc., dated 08/13/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 08-0820.14). 4. Laboratory compliance letter for Test Report No. ATI-84576.01-401-47, issued by Architectural Testing, Inc.,dated 10/31/08,signed and sealed by Joseph A.Reed,_P,E. (Submitted under NOA No. 08-0820.14—For Reference only) G. OTHERS 1. Notice of Acceptance No. 11-1013.19, issued to PGT Industries, Inc, for their Series "SH-500—Vinyl White PVC Single Hung Window— L.M.I.", approved on 12/08/11 and expiring on 01/08/14. . Jaime D.Gas'6n,P.L Product Control Section Supervisor NOA No.13-1009.05 Expiration Date: January 08,2019 - Approval Date: November 14,2013 E-2 GENERAL NOTES:LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS NOA DRAWING TABLE of CONTENTSSHEET 1.GLAZING OPTIONS: GENERAL NOTES....................................1 A.3/4"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 1/8e TEMPERED OR ANNEALED GLASS,AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED ELEVATIONS............................................2 OF(2)LITES OF 118"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. GLAZING DETAILS...................................3 B.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 118°TEMPERED OR ANNEALED GLASS,AIRSPACE AND 5/16"LAMINATED GLASS WHICH IS COMPRISED GLAZING DETAILS...............•...................4 OF(2)LITES OF lir ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB, SECTIONS,I.F.FRAME............................5 SECTIONS,BOX FRAME.........................6 2.CONFIGURA 1 9-h as a ct PARTS LIST..............................................7 EXTRUSIONS............................................8 3.DESIGN PRESSURES:-70/+60 PSF(ALL GLA�TYPES LISTED ABOVE) ANCHORAGE SPACING,BOX FRAME.-9 ANCHORAGE DETAILS,BOX FRAME 10 A.NEGATIVE BE L S "" SSURE AND GLASS TABLES ASTM E 1300-02. ANCHORAGE DETAILS,I.F.FRAME 11 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E'1300-02. C.IF A TEMPERED CAP IS USED MAX.DP IS-50/+50 PSF. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'. 6.REFERENCES:TEST REPORTS FTL-5710. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCTENEWeflorida w complying with Building O;de O Au Wce No - t yrDalo Mioml Dade Product-1-1 PRODUCT REVISED as complying with the Florida Building Cod; AcccpWrco No 11�101_3. F,xpfmtim Dat.-7h�!JC,'4- Mia7 Dadc Product Coit4gt" MI(1FR 2OXy�\OtiNg1p5 a o. W_ ,,E11 ae.wor. Dern newens .. owtc.c. 10TEOf Z^ D.O. IM26/08 A PER M14MI-DADELETTER DATED 101N0 '0,� Pow aexewn• 1070 TECHNOLOGY DRIVE rGENERAL NOTES �i!-� FL01��••/.\ D,G.� fY�18AT8 flea NO CHANGE THISSHEET NOKOMIS,FL 9427§ �� Vin I Sin le Hun Window,Large Missile Impact ''�,cFSSIONP;n" ✓J 10/07/11 _ C 2010FBC UPDATE P.O.BQX 1620 a,.w+el-wro: wta• NOKOMI9,FL34274 VLrlblyBerler enbM&C �"" s`°°` °i�°"' "°" A.LYI(1w MILLER,P.E. p•G, g/07/08 SH500 NTS 1 n 11 5191-1 L' FL P.E.#58705 i 55 3/8"FRAME O.D. 52118"MAX. 48"FIXED WIDTH DLO 52 1/8"MAX. 48"FIXED WIDTH DLO SEE SHEET B A 4118"O.C. M FOR ANCHORAGE M 7YP MAX.TYP. REQUIREMENTS 8" MAX. / 33 3/4" / 33 3/4" FIXED FIXED HEIGHT DLO HEIGHT DLO 75' 75" MAX. MAX. rD T o 0 o10 781/4" PRODUCT REN1 n e Flo do w m complyin8 =U MAX. FRAME E-, u ld ng Codc 7 Q W Z Cl O 1 O.D. Aece".:u �b 7 O � � Lu a Cl 1 yi•'pimt5"�rDOt LL • Nymf Deck Pfoducl COntro 333W33 SASHSH SASH / HEIGHT DLO / HEIGHT DLO X X PRODUCT REVISED w complying}Pith the Florida Bullding Code Acceptance No ii-IG'S..I Ex auli nDalc MAX MAX. Mi mj�adePradtatCO(falx"\ 45 314"SASH WIDTH DLO 45 3/4"SASH WIDTH DLO / TYR C J BOX FRAME INTEGRAL FIN MAX.SIZE=52.125"X 75" MAX.SIZE=52.125"X 75" - �h.ZQ.•��GENSE �� NOTE: 'e:' Na.SetoS 1.FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. =*= pr' 0_ 2.FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. = o I+I W G` l0 nmwar aaw n.wtr": o..o-bmn %-O••. Z6 11/15/08 q PERMIAM!•OADELETTERDATED IOl3!/08 � ELEVATIONS „p SSP o"w nnu x 1070 TECHNOLOGY DRNE D.G. 12/16/08 B ADDED IO'MAKD1MENslONTOBOXFRAMEELEVATION NOKOMI8,FL 34276 T6" �� JJ 10/07/11 n C NO CHANGE THISSHEET P.O.B4X1629 �— Vin 1 Sin le Hun Window,Lar a Missile Im act ��,5 t ,,�� oo- ww. NOKOMIS,FL 34274 VatLly Ilerrer SabsAAid` — s'°°` A.L1�tJIV MILLI="I�,P.E. D.G. OB107108 sHSoe NTS 2 11 5191-1 c FL P.E.#58705 3/4"OVERALL GLASS NOMINAL 3/4"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 118°ANNEALED 1/8"ANNEALED GLASS GLASS AIRSPACE AIRSPACE .090 DUPONT .090 DUPONT 1/8"TEMPERED OR PVB INTERLAYER 1/8"TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8"ANNEALED ANNEALED GLASS 1/8"ANNEALED ~GLASS GLASS 35 OR 3g 35 OR 36 39 GILASS BITE 39 GLASS BITE 41 41 PRODUCT KRNB\YI3U OUTSIDE OUTSIDE as comply n6 o m o a Florida Building Coda iJ Z 1 _ q� A.ildinceept nae No L 7 v[l• Bate �D Mims Dede Produce Control 0IF 0 PRODUCT RRVISEU I m wmplying>vith Iho Florida ' Building Codo Acceplmrco No B�cpimlion Dale r 114 4 3 By �f y` ' ,) OPTIONAL OPTIONAL 7 Mimnt ade Product Co twl FLANGE FLANGE - 1111111 3/4"LAMI I.G. GLAZING DETAIL 3/4"LAMI I.G.GLAZING DETAIL `\��o�y\.0N 0g4F11��/ WITH 5/16"LAMI GLASS AND 1/8"CAP WITH 5/16"LAMI GLASS AND 1/8"CAP h�;. \cENSF BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME = ` lyo.56105 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) D.Q. 11/25h18 A PERMIAMI•DADE LETTER DATED 10)31A78 GLAZING DETAILS rO••' Fp1 P'•• �\�` T �� 1070 TECHNOLOGY DRNE i '•.,,•LOR\0••��`� D.O. 12 6M8 B NO CHANGE THISSHEET NOKOMI3,FL 34276 Vinyl Single Hun Window Large Missile Impact ,•U JO/07'1 C NO CHANGE THIS SHEET P.O.BQX 1528 NOKOMIs,R.34274 Vdlbly Bar— D.G. eaer A.LYN�IFAILL�' P.E. D GD7roS �� SH500 Full 3 d 11 5191-1 C FL P.E.#58705 7/8"OVERALL GLASS NOMINAL 718"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL, 5116"LAMI GLASS NOMINAL 1/8"ANNEALED 1/8'ANNEALED GLASS GLASS AIRSPACE - AIRSPACE .090 DUPONT .000 DUPONT 1/8"TEMPERED OR PVB INTERLAYER 118"TEMPERED OR PVS INTERLAYER ANNEALED GLASS 1/8"ANNEALED ANNEALED GLASS 118'ANNEALED GLASS GLASS 31 OR 32 31 OR 32 39 GILASS BITI E 39 GLASS SITE 0 O 40 � 40 y� . U0DUC7'RENBR'6D OUTSIDE OUTSIDE COttiply,¢$¢Am°'¢FI°ndu a keeeneCode cecptmue No („ Im D /G ao - ao Mlond D¢Ae ProNict Conuo Ell] 0 0 RODUCT REVISED is complying wish the Florldo uildih8 Code 4—planw No phlie Doto ?_/ 4 3 OPTIONAL OPTIONAL im"ipad¢N.cIn.kGFlu�wj} FLANGE FLANGE / uuu 7/8" LAMI I.G. GLAZING DETAIL 7/8"LAMI I.G. GLAZING DETAIL \\\��o�y ONN WITH 5/16 LAMI GLASS AND 1/8 CAP WITH 5/18 LAMI GLASS AND 1/8 CAP �t.•��cENsg''•.? BOX OR INTEGRAL FIN.FRAME BOX OR INTEGRAL FIN FRAME *; No.56705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) o . 10�1� li �; nw,aq: Pom: n".w„+: -f� ")I0 i(/ D.G. 111208 A PER MIAMI-DADELETFERDATED 10/31/08 GLAZING DETAILS ' 0 F P �� • �12.1 rtewsbn+c1070 TECHNOLOOYORNE DQ. !0/00 D NO CffANGEnfISS7lEET NOKOMI9,FL74276JJ ro7/i1 ASC NOCFUWGE7NISSHEET P.O.BQ%1520 �+ Vln 1 Sin /e Hun Window,Lar a Mlssile Im aC /� intly. veaq NO NOKOMIB,FL 04274 �Virlbly Derrer sit ""'' n" ' A.LYNN MILLVh,P.E. D.G. /07108 sNSop NTS 4 a 11 5191-1 C FL P.E.#58705 i MAX.DAYLIGHT OPENING SASH 1 OPTIONAL 11 31 32 12 FLANGE 1' 35 36 o�0 40 41 3. 50 40 41 OPTIONAL DAYLIGHT 31 40 41 OUTSIDEFLANGE OPENING F ED 32 1'848' AX.DAYLIGHT OPENING FIXE 35 TYP. - WINDOW WID 36 HORIZONTAL SECTION 0 (INTEGRAL FIN) 5 9 WINDOW 0 PIi0DUCI'-I4V1VE1 ' 40 41 HEI HT aacomPlyl-5 v10,ttic Florida Boild'ut6 Code 6 11 Avc'Ptmtco No 3 g N,�[aJQ'?flu 7 M Mianu Dade Product Contm7l 1 DAYLIGHT OPENING SH PRODUCTRRVISED as complyLtglvlth the Florida Building Codo HOT 40 41 13 Acccpim-14. -•7 1� WELD F.spirotinnDatc sy bl t.' 11 limn'Dade Product Can t,oh • tuu1l LYNN HOT WELD CORNER ASSEMBLY VERTICAL SECTION (INTEGRAL FIN) (INTEGRAL FIN) 3 ' ND.se/os �'•. IBA 11 :`•2 nmeor o b: ee.�,w,r STATE OF D.G. IW&W A PER MIAMI-DADS LETTER DATED 10/31/08 % T ., p W. are: R.wce. 1070TECHNDLOGYDRNE SECTIONS,INTEGRAL FIN FRAME ,� ..... .••'\G�\� D.G. 12/1BA7B B NO CHANGE THIS SHEET NOKOMIS.FL 34270 JJ 10/07/11 R�C NOCHIWGETHISSHEET P.O.BOX 1620 Vinyl Sln le Nun Window,Lame Missile Impact ��` O.G.08/07/D8 Uib• NOKOMIe,FL 34274 VLslLly JJe[4r C A.LFLNP.E.#58 05 E SH500 NTS 5 d 11 5191-1 MAX.DAYLIGHT OPENING SASH 2 OPTIONAL 11 31 32 12 FLANGE 2 35 36 - �� 2 C3 0 40 41 40 41 M OPTIONAL DAYLIGHT 31 40 41 OUTSIDE FLANGE OPENING FI ED 82 1.948 /X DAYLIGHT OPENING FIXE 35 MAXTYP. .WINDOW WIDT 36 HORIZONTAL SECTION 0 (BOX FRAME) MAX. 5 9 ° paonucrREnRswED WINDOW HEIGHT oc complying tvida the Florida Building Coda�oo ' 6 11 Acceptance No Lv 9 M Miami ode PcaluccCon[m 40 41 DAYLIGHT OPENING S SH 2 - PRODUCT[1L'VISCD ns contplyka with Om Plocidn 13 Building Codd !P 4 HOT 40 41 IIxpiml o Du` r 4- WELD NIJIrfiamYDadc('roducl Cont,4 I a „IIIIII/ , LD LYNA/ J Q$�,.•' �10ENSF'•.�c�,Q�� HOT WELD CORNER ASSEMBLY VERTICAL SECTION , (BOX FRAME) (BOX FRAME) 4 _ No.56705 -10 41 emNoy. �w novnaa ne.oyu.. ��.•. STA EOF 4—, D.G. p(1�G/08 PER MIAM!•DADELETTER DATED 10/31/08 70707ECHNOLOOY DRIVE ^ SECTIONS,BOX FRAME %FS'••F<DRlor•.••G��\� D.G. 1T/18A78 8 NO CHANGETHISSHEET NOKOMIS,FL 34276 p n"` �� JJ 10w./07/11 �C NO CHANGE THIS SHEET P.O.BQX 1528 - _c; Vin 1 Sin le Hun Window,Lar a Missile Im aCl ''YNW IAL MIL EN)E. ,w„nes Mw m,� NOKOMIS.FL 34274 Visibly Beiter °v"°'" n°e A.LYNIJ�II�t�R,P.E. D.G. 08/07/08 SH500 Half 6' a 11 5191-1 C FLP,E.#58705 ITEM DWG NO. PART# DESCRIPTION ITEM DWG NO. PART# DESCRIPTION 803-1215 1 9521 65163 INTEGRAL FW FRAME HEAD&JAMB 718'LAM I.G.GLASS:1/8"MFERED OUTBOARD- 2 9871 69871 BOXFRANEWAD&JANE 31 - AIRSPACE-1/8"ANNEALED-.090PVBNTFRLAYrR- 3 9520 65164 INTEGRAL FIN FRANC SRL 118"ANNEALED(5/16"LAM) � 4 9870 69870 BOXFRAMESILL 7/8"LAM I.G.GLASS:1/8"ANNFALEDOUIBOARD- 5 7940 65102 FRED MEEMIGRAIL 32 AIRSPACE-1/8"ANNEALED-.090 PJBKrERLAYER- .035 ITEM 40, 6 7126.1 65103 NFEING RAL RENIFORLENQJr 1/6'ANNEALED(5/16"LAW 7 7942 65109 SASHSTOP 33 I.G. BEAD 8 8873 65117 SALANCECOVS;M 34 MAT'L:White Ridged PVC 9 7092 66105 SASH INTERLOCK by MIKRON Industries,Inc. 10 61644W WSTP.,.187 X270 FIN SEAL 3/a'LAN I.G.GLASS:1/0"TB4931M OUTDOARD DWG NO.6492 11 7092.1 65114 SASH MINFORC[NQ4r 35 AIRSPACE-1/0'ANNEALED-.090 P/B PRERLAYER- 12 7093 65106 SASHSIDERAL 1/8"ANNEALTD(6/16"LANE .272 13 '- 7745 65113 SASH LFr RAIL 314"LAM I.G.GLASS:1/8"ANNEALED CUBOARD- 14 1669 71069SP NRSLIPORTFATE 36 AIRSPACE-1/8'ANNFALED-.099PJBINTERLAYER- k21 158110 71694 TILT BALANCE SHOES 118'ANNFALED(611W LAM) 1686 7FPHPSSPF FIVOT BARS 37 ITEM 41, 76208SLAW CAMSWEPLOCK 38 76133SLKN CAM SWEEP LOCKK(�ER 39 SLICONEDOW 1109 SDL BEAD 79803M VVEEPHOLECOVER 40 6492 65112 GLAZING BEAD MAT'L:While Ridged PVC - 7675RHTL RHTILTLATCN 41 8483 65148 SCLGLAZPIGBEAD by MIKRON Industries,Inc. 7675LHTL LHTLTLA7CH DWG NO.8483 22 71669SP ALUM SCRLWSLIPFORT PLATE 23 71038W INSTALLHIOLEPLUG 24 71684K SErTAGBLOCK 25 71684AK SETTING BLOCK-SELF ADHESNE 26 76XIFFRW 6 X 1"FH TECH(410 SS PAINED) TwPRODply nC vio the Ploridn Co 27. 7812FPIWX OX 1/2"fli(410 SS PAINTED) B6ildina doArse IN"No 28 76X2TPA41OX 6X2"THVN1'LSCREWSS 29 7BX114FPAB41OX 118X1114" �tDL D. 30 8XIFPAX 88 X 1"' y Product control Iv9erul DOda 1.440' 1.410 1.235 1.870-1 PRODUC71iIiVISBD .050 .5 8 ascomplyingmilharoFloridch 1. 35 065. BuildibIt Curie 1. 47 AcccpinncoNo 1- .065 1. 18 Expiration I}atc iaur' - 080 nye _anx, w [063+ Miam�Dado Product Cantttt5". ITEM 11, �. SASH REINFORCEMENT „flit, ITEM 6, MAT'L:Alum.(6063-T6) ITEM 5, ITEM 9, ONY L...... FIXED MEETING RAIL FIXED MTG. RAIL REINF. SASH INTERLOCK DWG N0.7092.1 \��P�q .��cErleF ��F9 MATE:White Ridged PVC MAT U Alum.(606346) MAT'L:White Ridged PVC NO-58705 by MIKRON Industries,Inc. DWG NO.7126.1 by MIKRON Industries,Inc, DWG NO.7940 DWG NO.7092 Rs,W Op aea rto.w,,,: c.."H.�• %�O S7AT�IOF�II (U�� D.G. fulcroB A PERMIANf-DADELETTERDATED101/08 PARTSLISTANDEXTRUSIONS ��F '•.:�[ORIpP••••'•\�k:� R.w oro"` Rmhlax 1070TECHNOLOGYDRNE _ \ D.G. 1T/I&YAO B ADDED DIMENSIONS 70 ALUM.EXTRUSIONS NOKOMI3,FL34276 / R"Dr. aw ReNsbn• �1_ Vinyl Single Hun Window,Large Missile IED act /'ss;ONAL ENG��\ JJ 10/07/11 C NOCHANGETHI8SHEE7 P.O.BQX 1620 , oaw sxeo o..torb asr 1 uv.nur. mt": rnmea am: NOKOMIS,FL 34274 V7a7L7,7 Dctar A.LYISN IIAILL�R,P.E. O.G. 08/07/08 SH500 NTS 7 a 11 5191-1 C FL P.E.#58705 OPTIONAL 3.250 FLANGE 3.250 3.25 oDo�D �DD D.0D40 264 DDD DD 2. 84D .040 2100 .040 =El D 060 .060 ITEM 2, ITEM 3, INTEGRAL FIN SILL BOX FRAME HEADMAMBITEM 4, MAT L:White Ridged PVC by MIKRON Industries,Inc. MAT'L:White Ridged PVC IONAL—""t OPTIONAL DWG NO.9285 by MIKRON Industries,Inc. FLANGE BOX FRAME SILL FLANGE DWG NO.9288 MAT'L:White Ridged PVC by MIKRON Industries,Inc. Itol)u(-T twIttaNlitl'1-1l comptyh,g•villi Ilia Florida DWG N0.9286 oltdine�de A= �CJ OPTIONAL 910 cce ice No j FLANGE -_ F , 'afil7otao ^�O y—L- 3.250 �'647 1101 '1 D de P[Oduet Control 1.47 065 1.160 .065 0 3.(25 PRODUCT RI.'VISCD w mplying>vilh l},o Florida 040IduildinS Codo I '10 Fxpiw,nce Loso-� 12, ITEM 13, EY i`�1e D.1- ITEM SASH SIDE RAIL SASH LIFT RAIL 40 R 1 r Miami,Dade Product C nlru MAT'L:White Ridged PVC MAT'L:White Ridged PVC (/ D by MIKRON Industries,Inc. by MIKRON Industries,Inc. 1111 I DWG NO.7093 DWG NO.7745 `\"�o�y LYNN MrteF��,�� ITEM 1, INTEGRAL.FIN HEAD/JAMB :' 4 58705 ' MAT'L:White Ridged PVC by MIKRON Industries,Inc. DWG NO.9287 tG. f A8 A PER MIAMf-0ADELETTER DATED IMI/08 T StASeOR^ 1070 TECHNOLOGY OR- EXTRUSIONS ��79 D NO CHANGE THIS SHEET NOKOMIS.FL31276 rae11 C NO CHANGE THIS SHEET P.O.eQX 1620 -- Vin 1 Sin le Hun Window,Lar a Mlsslle Im �iClNOKOMIS.FL 34274 VLr;bly Bcetn 5ibi1ede` �" g°°a ""`°'"` ' A.LYMILLEt�tP.E.08 SH500 Half 8 � 11 5191-1 C FL P.E.#58705 ANCHOR QUANTITIES ANCHORAGE NOTES FOR BOX FRAME: TABLE 1 WINDOW WIDTH View 1.ANCHORTYPES: 1-3116"ULTRACONS 1/1 16 20 24 28 32 36 40 44 48 521/8 2•#10 SCREWS Fixed Sash 2.ANCHOR LOCATIONS ARE BASED ON THE � FOLLOWIING DIMENSIONS. 36 24 HEAD- 6"MAX.FROM TOP CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 7 2 JAMBS-9"MAX.FROM TOP CORNERS- W 25 45 30 ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 G"MAX.FROM BOTTOM CORNERS 4"MIN.BELOW MTG.RAIL N 30 54 36 SILL-ANCHORS NOT REQUIRED 1 1 1 2 2 2 1 2 1 2 1 2 D 35 62 1/2 42 " 3.INSTALL PER THE ADJACENT TABLE ANCHOR O 1 2 1 2 1 2 1 2 1 2 1 2 1 2 2 2 2 2 2 2 QUANTITIES USING THE DIMENSIONAL CRITERIA OF W 40 46 NOTE 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT H 45 54 2 2 —2-1-2 _2F2_ 2 2 2 2 2 2 2 2 2 3 2 3 2 3 OPTIONAL FLANGE. E 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 11. 50 60 2 2 2-F2 2 2 2 2 2 2 2 2 2 3 241 2 3 2 3 Ce 55 66 -2—FT-27-3 -27-3 1/1 WINDOW H 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 4 521/8' T 60 72 2 3 2 3 2 3 2 3 2 3 2T3- 2 3 3 3 2;—± 3 4 _� I �__ 621/2 75 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 —— IiODUCr Rtnu the Florian �s comply'InB' Example:52.125 x 75 For 1/1 Windows yu;Id;nBcoae p —— —— AcccrmncoNo 040 76' onUow 3 ♦Anchors required in the head beac Product C0B101 Anchors required below the MTR —— —— Anchors required above the MTR Example:52.125 x 62.500 For View Windows VIEW WINDOW ^RODUCT REVISED 521!8' 15 comPlyidgwith the Flnrida Euilding Code 3 Head"' 3 I I AcccPlanco No Etpimlio,/n Dalo _ 014- a�f Sash" Fixed" —— Miam�bade Product CunlroD �•� —— .6H FIXED v NOTE FOR VIEW WINDOWS USE VIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND 621!2• ABOVETHE MTR,AND USETHE VIEW SASH WINDOW HDGHr FORANCHOR QUANTITY BELOW THE MiR. `��` oN�\LYN—M/l�F��.� MAXIMUM HEIGHT FOR VIEW WINDOW IS 62 1/2Li SASH * No.58705 NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. -'0:CA * �� R",woy, mm: rwwro• - 1 J D.G. 11!!5/08 A PER MIAMFDADELETTER DATED 10131/08 o..td. p STATEOF Rnwm tO70TECHNOLOOVDRNE ANCHORAGE SPACING ` D.G. 1or �furon Rem• ADDED MIOMODIFIED VIEWWINDOW EXAM1IPLES NOKOMIS,R54278 — � ung Window,Large Missile lm act JJ 10/07/11 C NO CHANGE THISSHEET P.O.09X 1628 sww~ saeec a.vrnxs RR r t om.+nvi:cam: anaw orm: NOKOMI9,FL3a274 lylrfbly Bcct- A.LYI�fS f�11LP.E. D.O. 08/07/08 sHSoo NTS 9 d 11 5191-1 C FL P.E.1158705 2x WOOD BUCK #1D SCREW (SEE NOTE 3) 1/4"MAX.SHIM— rl',"o"MIN.2xWOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE �yOAX.W'uMAX.SHIM 1SCREW OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME . THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK (SEE NOTE 3) 1318" IN. ..': ;.•.,.):� . .. 1 MIN. 3,6 KSI MIN.CONCRETE 1/4"MAX.SHIM :;•_� OR 1.5 KSI MIN.CMU •• •••<.:; 8:.`e••!+" .OPTIONAL PRODUCT m compIyj.S RBNu the Florida �y ® IItl�tlI1ANb• FLANGE Oeilding Code 3•��Ll Aecep114.] tonce No MAX. O . 'f:.. SHIM '13 ode Product COWOI . --i 3/16"ULTRACON is• 1x WOOD BUCK (SEE NOTE 3) 3/16'UL7RACON OPTIONAL FLANGE JAMB W/BOX FRAME HEAD W/BOX FRAME RPVI:u comPRODUCTg.with D plyitt¢yvilh the Ftorlda THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Building Cade 1x BUCK OPTIONAL 1x BUCK OPTIONAL Acccpimrca Not Expirnnon Dale ,lij�, .�fQ• By, NOTES: :I v Miooipade Product a tfO 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116"ULTRACON,EMBEDED 13/8"MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM. 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 318"MIN.. t f t I I I I 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT �� LYNN CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD NY.......•M/( �i� BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ``a��•'�tGENSE''•�Ff> 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER C SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL * No.58705 BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE _ SPACING FOR ULTRACONS MAY BE USED, 0 1 RaW By. 014 R,A - D.Q. f1/P6A)8 A PER MIAMI.OADELETTER DATED!0!31/05 ANCHORAGE DETAILS-BOX FRAME �O� FCORID P.•'-•�� I IIE OF 1070 TECHNOLOQYORNE '•.,••-•.,•. D.O. 1?l10/03- B NO CHANGE THIS SHEET NOKOMI6,FL 84276 i�ss JJ�� 10/07/11 �C NO CHANGE iH1S SHEeT P.O.BOX 1628 �-- Vin l Sin le Hun Window,Large Missile Im act '��,;`ONA1-t�� u".Rar• vera• cneaeeo amm: NOKOMI5,FL 37274 Vutbly Bcttcr s"�'fOQeb gev° p1en4tlN0" R°' A.LyN �AILL�}2,P.E. D.G. 08/07/08 G. sHsoD NTS 10 11 5191-1 C FL P.E.#68706 2x WOOD BUCK (SEE NOTE 2) 1/4"MAX.SHIM—�I Imo— 118'DIA.x 1 1W NAIL, 2x WOOD BUCK 6"MAX.FROM (SEE NOTE 2) D • CORNER&4 118'O.C.. 'p. �� 0 1/4•MAX. D00 U�I SHIM OPTIONAL p OPTIONAL O Q FLANGE ❑ " FLANGE Oppp MAX.— o 118"DIA,x 11/2'NAIL, SHIM 2114MAX.FROM 118'DIA.x 1 VY NAIL, CORNER&4118"O.G. 5'MAX.FROM CORNER&4 118'O.C.. 2x WOOD BUCK OPTIONAL FLANGE (SEE NOTE 2) JAMB W1 NAIL FIN HEAD W/NAIL FIN SILL W!NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING PRODUCT RENEWED as comPlyfng with the Florida Building Co"' A tanca No —ue i�i D/VFcit� 1 Miomi Dario Ptodut Contort � ^ODL ICT RrViSrD mmpl5iogwith tho 171011d0 Building Codo (1 A—planso No i"10"3 I r aeotw.Do. NOTES: Miu�Dade Product e6ntry 1 .FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 118"DIA.x 1 1/2"NAIL. I 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR t I I I I I I JURIST R. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING `\\��ON(LYNN 3.FOR ATTACHMENT TO ALUMINUM;THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE P��,•' ,tGENSF''•,F.p ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN No.58705 ' THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A 910 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ / : D.Q. 1!/25Po8 A PER MlAMFDADELETTER DATED 1M31Po8 ANCHORAGEDETAILS-Inte Integral '0.�••.• FLAT o ;•�tpW� or xeHs♦yu: 1070 TECHNOLOGY ORNE ,�`S.�NA D.G. 1?l18Po8 B NO CNANGETHIS SHEET NOKOMIS,FL 34276 �—r ✓J X10/07/11 NOCHANGE7HISSHEET P.0.8QX1623 Vin ll Sin le Hun W/ndow,Lar a M/sslle Im act 't,,, , mommy:M. _-o' -w NOKOMIS,FL 34274 Vwfily Better ' awl. �"e° ra-. A.LYNN 1`liI�LER,P.E. D.G. 08107/08 SHWO NTS 11 elf 1 5191-1 C FL P.E.#58705 Florida Building Code Online Page 1 of 3 PGT Vinyl Impact Horizontal Sliding Window (HVHZ) r-7x71 3 v..axa..._................w, ee � , - {} LE{ fll�filW; BCIS Home Log In User Registration j_Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Susi es ProfeSS� , I *=E Product Approval. USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL242-R16 Application Type Revision Code Version 2010 Application Status "Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtinddstries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider 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 .http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x... 6/7/2013 Florida Building Code Online Page 2 of 3 Date Submitted 05/07/2013 Date Validated 05/08/2013 Date Pending FBC Approval Date Approved 05/20/2013 :Summary of Products FL# Model,Number or Name Description 242.1 11HR-210(Non-Impact). jAluminurn Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R16 C CAC 11=11201.04 HR2.10.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date - Impact Resistant:No 04/05/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R16 II 11-1201.04'HR210.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 =IHR-510(Large Missile Impact) IlWinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R16 C CAC 11-1114.06.odf n 0 _a .ca oytside HVHZ:Yes Quality Assurance Contract Expiration Date m act Resistant: e 02/17/2016 Design Pressure:N/A Insta`Ilation instructions Other:Please see the Miami-Dade County Notice of F1242_R16 II 11-1114.06.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 11HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R16 C CAC 11-1114.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/27/2016 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R16 TI 11-1114.05.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created,by Independent Third Party: 242.4 JJHR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R16 C CAC 11-1114_04,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2016 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R16 II 11-1114.04.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports . Created by Independent Third Party: Multi 242.5 HR-810(Large Missile Impact) -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R16 C CAC 12-0718.06 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242_R16 II 12-0718._06 LM.p f Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 JJHR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R16 C CAC 12-0718.05 SM.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R16 II 12-0718.05 SM.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x... 6/7/2013 M AM MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1]805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.iiiiaini(lade.j4ov/pet-a/ PGT Industries 1070 Technology Drive Nokomis,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 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 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. 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,ince*mw?_N ��C,VU-y T a;� . DESCRIPTION: Series "HR--510"White PVC Horizontal Roller Window--L.M.I. APPROVAL DOCUMENT: Drawing 1 o ][ 1-2,tit ed "Vinyl Horiz, Roller Window, Impact-resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/l8/10, with revision "C", dated 10/17/11, 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. ISSILE IMPACTN�� BELING: Eachrmanenwith 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 No. 09-0901.07 and consists of this page i 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. MIAMI•DADE COUNTY NOA No. 11-1114.06 . � Expiration Date: February 17,2016 l Approval Date: February 09,2012 l Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2,titled"Vinyl Horiz. Roller Window,Impact-resistant", sheets 1 through 10 of 10,prepared by PGT Industries, dated 01/18/10, with revision"C", dated 10/17/11, 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 HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916,dated 06/18/09,signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 08/20/09,signed and sealed by Robert L. Clark,P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1.. ' Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P.E. Jaime D.Gascon,'P.E. Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17,2016 Approval Date: February 09,2012 >J—1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark,P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark,P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and'sealed by Julio E. Gonzalez,P: E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR 510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and expiring on 02/17/2015. Jaime D.Gascon, .E. Product Control Section Supervisor. NOA No. 11--1114.06 Expiration Date: February 17,201-6 Approval Date: February 09,2012 E--2 ®IMPACT-RESISTANT HORIZONTAL ROLLER r2 5/8"MAX.TYP. 4.O.C.MAX.TYP. 21/4"MAX. ® Design Prassure Rating^au V Impact Rating 1 TYP. +60/-70 PSF Large and Small Missile Impact- BOX FRAME AND INTEGRAL FIN WINDOWS ,�nnntln,."D,Dn,�"J^MrDrnnroD, +80/-70 PSF Large Mlasllelmpact Only GENERAL NOTES: Sumo ntlry"n�moJM,J"Mr"'�n+op, 1.GLAZING OPTIONS: A:7/8"IG -5116"H/H-SGP+7/16"-AIR+1/6"A CAP B.7/8"IG-5116"H/H-SGP+7/16"-AIR+1/8"T CAP W 2.CONFIGURATIONS:XO AND OX. O / / = o NOA DRAWING TABLE OF CONTENTS 0 w SHEET 3.DESIGN PRESSURES:+60/-70 PSF(ALL GLASS TYPES LISTED) GENERAL NOTES....................................1 z / U. ELEVATIONS. 1 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE w N GLAZING DETAILS..................................2-3 AND GLASS TABLES ASTM E 1300.02. > LL `O B.POSITIVE DESIGN LOADS BASED ON WATER TESTM p a n SECTIONS,I.F.FRAME............................4 `D SECTIONS,BOX FRAME.........................5 PRESSURE AND GLASS TABLES ASTM E 1300-02. ,y tri PARTS LIST.............................................6 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED. ANCHORAGE SPACING,BOX FRAME...8 ANCHORAGE DETAILS,BOX FRAME.....9 5.ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS X 0 ANCHORAGE DETAILS,I.F.FRAME.......10 SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE — -- SHALL BE BEYOND WALL DRESSING OR STUCCO.THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS e SCREWS,THAT COME WTO CONTACT WITH,INCLUDING BUT T LIMITED TO STEEL OTHER DISSIMILAR •32 3/4 VENT DLO WIDTH 32 9/16 FIXED DLO WIDTH INTEGRAL FIN MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 73"MAX. MAX.SIZE=73"X 62" BUILDING CODE.APPROVED ANCHORS:1,#10 STEEL SCREW(G5) 76114"FRAME O.D. 2,3/16"ELCO ULTRACON. 6.REFERENCES:TEST REPORTS FTL-5916;ELCO TEXTRON NOA 73"MAX. 07.0425.01;ANSI/AF&PA;NDS-2005 FOR WOOD CONSTRUCTION; 32 9116 FIXED DLO WIDTH ADM-2005 ALUMINUM DESIGN MANUAL. 32 3/4 VENT DLO WIDTH 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. w = 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE _ / 0 PRODUCI REVISED AND FLANGE OR FIN.OVERALL SEALINGIFLASHING STRATEGY ❑ ss c"DUCr REVISEc Florida FOR WATER RESISTANCE OF INSTALLATION SHALL BE m Building Cmlo DONE BY OTHERS. rz rfl AcceplimmNo 1 �4. 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE I ato , m � By SOUTHERN PINE,AND CONCRETE MASONRY UNITS n�la I Pro u Control COMPLYING WITH ASTM C-90. X 0 tltutru 61/2"MAX. \�"\\, �61/4" e o ��..•��pENSE ''..*/: 4114--:1 ANCHORREQUIREMENTS BOX F RAM E Gg705 SEESHEET7FORIS-v .O.C. 1/2"Max.- MAX.SIZE 73"X 62" ; �= _ �if/!� n"naey: o"": rsDtl:bD>• ;�'•. ��tel7 OFlt w; J.J. 10/17/11 B FBC 2010 CODE CHANGE p '. s7A r• n"mn 7070T20MIS,FL 342 VE ELEVATIONS&ANCHORAGE ';0,�'•..,FIOR�OP''�0,� J.R. 01/18/1 D A no[esAdded DP/Im act box frame,changed title above NOP.O. O�BQX 1528 76 Vinyl Horiz.Roller Window,!m act resistant �icss101 IN A� Jy:ante: cD y o"r": NOKOhga,FL 39274 �A' '"iO °YiO1pNi' A.LYNN MILLER,P.a. J.R. 06/12/09 HR610 PTS 1 a 10 5191-2 B P.E.9 50705 G 7/8'OVERALL GLASS NOMINAL i I 5/16"LAMI GLASS NOMINAL 1/8"HEAT STRENGTHENED GLASS 7/16"AIRSPACE .090 DUPONT 1/6"ANNEALED OR SGP INTERLAYER' TEMPERED GLASS /8"HEAT STRENGTHENED GLASS 1/2"NOM. 29 GLASS BITE 32 0 39 37 28 29 EXTERIOR 35\- i 0 RODUC.IrItBVISED 2 Bs complyingadlh the l7oxidn • IIuildhig Cucle OPTIONAL AcceptBncoN° FLANGE Ex h 'to II M7ein�l D�¢da product Control 111111 7/S"LAMI I.G.GLAZING DETAIL \`S,�oNv LYNnI y/ee�,,�/ WITH 6/16 LAMI GLASS AND 1/8 CAP Q�.: ��cENSF •., p *' No.58705 ' RewC By. °al°: R°Nabrs �'A,•'• ••4 J.J. 10/17/11 B NO CHANGE THIS SHEET °°�° - O'•, srA E or• 41 R.-OrW. R° 1070TECHNOLOOY➢RIVE GLAZING DETAILS-BOX OR FLANGE FRAME •.,�coRloP.•'' J.R. 01 18/90 A Changed lass make u drawin title. NOKOMIs,FL 34276 �. �'i�FS, ••....... Raw B 'Vinyl Honz.Roller Window,Im act-resistant ''�S/ONAI- P.O.B9X1528 a m✓um.e sw.r en".¢ a..svxh R". �7 j I I 1 I1`l,l onvm e5, Dela: crux B °xla: NOKOMIS.FL 34274 ® A•LYNN'I a.P.E. J.R. 08/12/09 HR510 .1:1 2 s 117 55191-2 B P.E.H 68705 ® 718"OVERALL GLASS NOMINAL 6/18".LAMI GLASS NOMINAL /8"HEAT STRENGTHENED GLASS 7116"AIRSPACE .090 DUPONT 118"ANNEALED OR SGP INTERLAYER TEMPERED GLASS /8"HEAT STRENGTHENED GLASS 112"NOM. 29 GLASS BITE 32 0 39 37 28 29 a . EXTERIOR 35\- i ' O YRODOCTRMSED 1 m complying with the Florida IBuildin8 Code OPTIONAL ncccptwrco No14, FLANGE Furl i n t c / p/ 13y__ Munni ado Product Contro IJ 7/8"LAMI I.G.GLAZING DETAIL `��ON( LYNN Mlyyyy� WITH 5/16" LAMI GLASS AND 1/8"CAP No..58705 •' RawlOr. Dais: MChan (.O�J.J. 10/17/11NO CHANGE THIS SHEET %O �GLAZINGDETAILS-INTEGRAL FIN FRAME STA E ofeats: 1070TECHNOIS,LOGYDRNE J .e01/18/10 ed lass make tr draP OMBQx69 6 . Window,Im act-resistant ��iis/OVAL Ift7ar eat.: nma NOKOMIS.FL 39274 LYlJNIAIIILL��,P.E. J.R. 08/12109 HR5f0 1:9 e 3 a 10 5191-2 B P.E•068706 19 18 13 SEE NOTE 1 1 14 SEE NOTE 4 DETAILD SEE NOTE 1 15 16 HEAD SECTION 1 1 0 0 SEE NOTE 3 29 � �® 29 EXTERIOR 11 SEE NOTE 2 4 5 29 21 22 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 112 FL SMS,LOCATED AT 4 IX FROM EACH END AND AT 16"O.C. 2.116 x 318 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16"O.C. 1 3.#6 x 1r2 FL SMS,LOCATED AT 4112" SEE NOTE 21 FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT 7"EACH END PRooucr REVISED S.WEEPHOLES ARE 1"X 3118".SEE Auildin o CalcVtlh tlm Florida SHEET 1 FOR LOCATIONS. — HOT ADcnpta.jN0 WELDr i3nn \o /4EG/ Ey c 1 SEE NOTE 6 ❑ ldimnf udo Product Control 1U DETAIL E o tll lllrr SILL SECTION `\\� NY LYNN Mq�'.,,�i HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) 1 ND.58705ail _ u 3iara96y. �,:a: �. , O•. J J. 10/17/11 B NO CHANGE THIS SHEET °a o1Da"` STATE OF �(/\ r. Dam; 1070TECHNOLOOYDRIVE CROSS SECTIONS-INTEGRAL FIN �'n F40R1O*'--'' J.R. 01/18/10 a A No chap es this sheet. NoxoHls,FL 34275 i�s .` Y a a P.O.IS, L34 Vinyl Horiz.Roller Window,Impact-resistant S�o/NIfAI'1L1 1�;, . n Date: —w y Dal. NOKOMI3,FL 39274 ® s."."a�ose sena: enac Dmw.orh "°+ A.LYNN A'1LER,P.E. J.R. 08/12/09 'HR019 1.2 4 w 10 5191-2 B REA 56705 19 13 18 2 SEE NOTE 1 . 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 2 2 c o EXTERIOR SEE NOTE 3 O 29 � o e29 11 EXTERIOR SEE NOTE 2 4 5 29 21 22 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6x 1/2 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16'O.C. 2.#6 x 3/8 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 2 3.#6 x 12 FL SMS,LOCATED AT 41/2" SEE NOTE 21 FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT T'EACH END HOT P]tODUC7'R6VISGU S.WEEPHOLES ARE 1"X 3116'.SEE WELD u cmnplyiug with Wo rlotidn 18uiLling Codc SHEET 1FOR LOCATIONS. AcaptaitwNo { Q 2 I:s fi nDate/'1O/ Dy--_ SEE NOTE 5 tvlimnl .ulcYroductt onuol 10 DETAIL E o I I III SILL SECTION \��OSI LYNN Mq �� •��.•'''�CENSF''•�FQ '� HOT WELD CORNER ASSEMBLY (BOX FRAME) 2 = No.58705 _ o r Date: xewro�• 6 STA[OF 14: J.J. 10/17/11 B NO CHANGE THIS SHEET CROSS SECTIONS-BOX FRAME '0 '• F P �� 1070 TECHNOLOGY DRIVE t ORID•,.•' e J.R. 01/18/10 Re A No than Bs this Sh.6t. NOKOMIS,FL 34276 P.O.BOX 1529 Vinyl Horiz.Roller Window,Im,acct-resistant s/O1N''1A1 � Y• oero: Dote NOKOMI8,R 34274 A.L�fSIV MIlLM.P.E. J.R. 08112/09 HR510 '1:2 6 er 10 5191-2 B p.E.p68705 I ® ITEM DWG NO. PART 11 DESCRIPTION QTY 1 . 5166 65166 FRAMEHEAD,SILLANDJAMBS(FIN ONLY) 4 2 5169 65189 FRAME HEAD,SILL AND JAMBS(BOX ONLY) 4 21 4 6102 65102 FIXED MEETING RAIL 1 ,(� 5 5123 65123 FOXED MEETING RAL-ALUMNUM REINF. 1 6 76X1FPAW 6 x 1•FHTECH(CAM LOCK,KEEPER) 4 87BX312PPABX SCR 8X31/2"PPIYPEAB(FIXED 1" 4. 29 // 16 9 716698P 330026 ALUM SCREW SUPPORT RATES 2 15 10 1 5136 1 65138 ROLLER TRACK 1 11 5138 65138 AMILFr 2 16 12 71038W INSTALLAMON HOLE PLUGS(BOX ONLY) VARIES 13 5105 65105 SASHOCK RAL 1 6 34 14 5114 65114 OJTHRLOCC OCK RAIL-ALUMNUM RBNF. 1 � D 6 . 15 76208SLAW CAMSWEEPLOCKS 2 1 16 76133SLKW CAM SWEEP LOCK KEEPER 2 O 17 1644 61644W WSTP..187 x 270 FIN SEAL 1 21 11Ik 18 5137 65137 SA6HSIDERAL 1 Qs 19 5114 65114 SIDERAL-ALUMINUM REINF. 1 20 1644 61644W WSTP..187 x.270 FIN SEAL 1 21 '5106 ,85106 SASH TOP&BOTTOM RAIL 2 (� 22 5114 65114 TOP&BOTTOM PAL-ALUMINUM RENE 2 - Y 23 1644 61644W WSTP..187x 270 FIN SEAL. 2 - 24 225-1 42112HD ROLLER HOUSING 2 24 25 713WML2 BRASS VN EELS 4 28. 7612FW 6x 1/2 PH PHIL#2PT SID'S VARIES 27 7638FW 7x318FHPHIL#2PTS/D/S VARIES 25 . 28A 6SWIGK716 7/16•SUPER-SPACER 28B 6SWIGK36 3/8"SUPER-SPACER 29A 5112 65112 GLAZING BEAD,1-LRE 7/e'LAM LG.GLASS:v6"TEM FRED 4 32A OUTBOARD-AIRSPACE-1/B"ANNEALED-.090 - PVB INTERLAYER.1/8"ANNEALED(6/16"LAM) 718"LAM I.G.GLASS:1/6"ANNEALED 32B OUTBOARD-AIRSPACE-118"ANNEALED-.090 - PJB INTERLAYER-118"ANNEALED(5/16"LAM) 34 SCREEN 1 35 WEEP COVERS 4 37 SETTING BLOCK 39 SILICONE DOW 1198 PRODUCT REVISED 40a+c gIyuige ilp 0m Florid¢ Building Coh Acceplmtiw,N Al - a1n `p 1 Mimd DaLoPm u Conhol 1 95 91 LYNN 414�''�iy� �C�'��,••'�\CENSE•'•;F'P i No.58705 11 LL! rmr.eey: Data: r+aww: �•'•. � p ((/� J.J. wz 10/17/11 B. NO CHANGE THIS SHEET BOM&EXPLODED VIEW ft-Br R° 1070TECHNOLOGYDRIVE "k J.R. FLp(t1OP••'(�?� J.R. 01/18/10 Au0w Removed 3/4" lass and beadln from BOM. NoxoMls,FL 34276 ,a. .,FS a n""TffY " P.O.BOX 1629 Vinyl In I Horiz.Roller Window,lm,aot-resistant '��,S/1OI NA�``� ,`� nmwn Y oafs oeey Dota• NOKOMIS.FL 34274 A LI tJll AALLER,P.E. J.R. 08/12109 - HR510 /VT$ 6 w 10 5191-2 B P.E.#68705 REMOVEA13LE NAIL FIN REMOVE- f --1.020-1 ABLE 1.835--+� FLANGE. I 1sa7 - 070 1.250LX .060 .060 1.440 .065 174 ' .065 0 O a T 1.410 4.000 I! FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT oso ODWG#5102 DWG#5123 RIGID PVC O Al 6005-T6 SASH INTERLOCK RAILWG#5105 13 RIGID PVC n3.250--' 1.647 1.160---�{ .588 LF.FRAME O DWG#5116 670 .080 RIGID PVC I 1.160 065Li 065 .oso 1 1.022 SASH INTERLOCK RAIL IREINFORCEMENT SASH SIDE RAIL SASH TOPMOTTOM RAIL 2'375 DWG#5114 DWG#65137 DWG#65106 14 19 22 18 21 Al 6063=T6 O RIGID PVC O RIGID PVC rRouvcrRcvtsr:0 Bn e•itL We Florida .060 BuildingCade ncccptlu7rc No -° lqr O 1.305 ' � r 060 .803 By_ iazni ndc Product Control .210 .660 3.250 .035 u t l l u l l •---i f+-.065 `\�� N� LYNN BOX FRAME ��.�............. Or- ENs�'•;Fp O DWG#5189 I.G.BEAD ROLLER TRACK/ANTI LIFT No.56705 RIGID PVC DWG#5112 10 DWG#5138 DUAL PVC RIGID PVC =-0 c o 11 _ n.vmay. o°W n°vul°„s - STA E OF •�(/�� J.J. 10/17/11 B NO CHANGE THIS SHEET EXTRUSION CROSS SECTIONS F ° r• oeler A°v 1070TEONNOLOGY DRIVE �i�(�' CORIDP.•'•G�`� J.R. 1 1 A Added wall thickness to all extrusions,removed NOKOMIS.FL 34276 T »r" R1N0—Br "° beading W 3/4°glass. Vinyl Horiz.Roller Window,Impact-resistant P.O.BQX151B avw cn»e 7111 1II111 omrn e,-rbro: .c '^ A LYNN M�LLER.P.E. J. 08/17/09 y' Dela• NOKOMIS,FL 34274 HR6f0 1:1 7, w 10 5191-2 B p,E.A 68705 HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+60/-70 PSF OR LESS ANCHORAGE NOTES FOR BOX FRAME: WINDOW HEIGHT(in) ®1.ANCHOR TYPES: 1-3/16°ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES) 24 30 1 36 1 42 1 48 1 54 60 63 MINIMUM EDGE DISTANCE OF V. 2-#10 SM SCREWS,GRADE5(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHOR #OF ANCHORS REQUIRED(TYPE 1 OR 2) MINIMUM EDGE DISTANCE OF 3/8". WIDTH(in) LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. Head and Sill 2 2 2 2 2 2 2 2 6.5"MAX.FROM ALL CORNERS 24 JAMBS-16.3125"MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-15'MAX.O.C. Head and Sill 3 3 3 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR 36 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. Jamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE. 42 Jamb 2 3. 3 3 4 4 5 5 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1 810. Head and Sill 4 4 4 4 4 4 4 4 48 Jamb 2 3, 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 54 Jamb 2 3 3 3 4 4 5 5 60 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5' 5 5 5 5 5 66 Jamb 2 3 3 3 4 4 5 5 ROnut:r REVISED ' w cmnplying with tiro Florida Head and Sill 5 5 5 5 •5 5 6 6 BaadinoCado 72 A Jamb 2 3 3 3 4 4 5 5 �cPrmloo No 4.D Cnr n alc ~� �'�j�� Head and Sill 5 5 5 5 5 5 6 6 B NBatnID cProdu 'Control 73 Jamb 2 3 3 3 4 4 5 5 nlut LYNN *' No.58705 NOTE:FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. p �_ RawVay. gala: Ranrwre: ' STA E OF tv: J.J. 10/17/11 8 NO CHANGE THIS SHEET ANCHOR CHARTS OT F P aew ay, o°t°: aananre: 1070 TECHNOLOGY C" •........... LORID. • S J.R. 01/1 10 A Added additional anchor Information. NOKOMIS.FL 3421 [1�� TM ••• . Ra a°ay o°ro' P.o.eox,62eWn I Horiz.Roller Window,Impact-resistant /y'�sS/ONAk- � Lwnay. oars: ey. Date: NDKOMId,FL 34274 °e""'A eh °�" 6"ie0 O1en1iy�` p'a hLYNN MILER,P.E. J.R. 09/12/09 HR610 NTS 8 w 10 5191-2 6 REA 65705 1 3/e"MIN. #10 SCREW,SEE #10 SCREW,SEE I W'MAX.SHIM—►I SHEET 8 FOR SPACING SHEET 8 FOR SPACING � I t=om Q 113/8+MIN. In + 1/4" i REMOVEABLE 1/T4" MAX, 0 FLANGE MAX J SHIM SHIM 7�—T a #10 SCREW,SEE ' 1 318"MIN. NOTE:INSTALLATION SHEET 8 FOR SPACING REMOVEABLE-/ TO THE SUBSTRATE FLANGE OF 1x OR 2x WOOD REMOVEABLE FLANGE/ BUCKS TO BE ENGINEERED BY JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 318"MIN. APPROVED MASONRY 3.5 KSI MIN.CONCRETE APPROVED MASONRY OR 1.6 KSI MIN.CMU 1/4"MAX.SHIM-I h-- ,::. ANCHOR,SEE SHEET 8 .. ,:a„ ANCHOR,SEE SHEET 8 FOR SPACING '• ?:�; "4; ,••!': FOR SPACING '1:±,:. ?:.'• 1 318'MIN. I n Qti+ n�h 1/4" _f MAX. " REMOVEABLE 1/4SHIM FLANGE MAX� SHIM •��'a' REMOVEABLE " `:;Y FLANGE ..••;... '`v�:.: 13/8'MIN. REMOVEABLE FLANGE ^'( ?•::�,::,•'.v• f APPROVED MASONRY :e':. 3.5 KSI MIN.CONCRETE �• o:' ••v• OR 1.5 KSI MIN.CMU ANCHOR,SEE SHEET 8 3.5 KSI MIN.CfSNCIRE7E FOR SPACING OR 1.5 KSI MIN.CMU JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME PRODUCTREVISsn THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE a acoin0ly,ngw,th tho Florida Be dmg Code Q 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL AccclamtcoNott 4Hk' n ntoNOTES: I;Y,1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116"ULTRACON,EMBEDED 13/8" MIN., DISTANCE FROM ANCHOR WZ I adePrControl TO CONCRETE EDGE IS 1"MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1 3/8"MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2".1x WOOD BUCKS ARE OPTIONAL IF UNIT �� CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD `��CNV LYNN BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �� ,••'-CCNSF '`�P 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-TS AND A MINIMUM OF 1/8"THICK.THE ALUM INUM STRUCTURAL MEMBER T SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL No.58705 BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIAARE MET,THE RESPECTIVE DESIGN PRESSURESAND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. ' vaC By: Onfo: Ra,iubne: lJ. 10/17/11 8 NO CHANGE THIS SHEET °°°0"°" STATE OF �181ffl 1070TECHNOLOOYDRIVE INSTALLATION DETAILS-BOX/FLANGEFRAME ;0,<.'• c�ORtOJ.R. 01No changes th/s sheet. NOKOMIs.FL 34Z ,ria: F •'PkO •NOKOMIS FL34274 Vnyl•. Holz.RolleaWindow,1 m acct-res �r /ALYtf t!MILL�R,P.E. J.R. 08HR5f0 1:2 9 "r 10 5191-2 B P.E.H 68705 1/4"MAX.SHIM—►I I�- 1/8"(.131")DIA.x 2 1/2"NAIL, SEE SHEET 1 ® FOR SPACING o 0 1.657 REMOVEABLE 1/4 FLANGE MAX. NOTE:INSTALLATION SHIM TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY REMOVEA13LE FLANGE 118"(.131")DIA.x 2 1/2"NAIL, OTHERS ®SEE SHEET 1 FOR SPACING JAMB W/NAIL FIN HEAD W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING a 114" MAX. SHIM REMOVEABLE 41 r� FLANGE 1/8"(.131")DIA.x 21/2"NAIL_ ® SEE SHEET 1 FOR SPACING SILL W/NAIL FIN PRODUCTAEVISED THRU NAIL FIN INTO WOOD FRAMING avcomplying H•hll Ulo Florida ❑ulldhl®Codo ftfirani .11dinC.do ; Q al. NOTES:® Typo 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 1/8"(.131")DIA.x21/2"NAIL. Product Coutrul 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR I I I GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ��`NV LYNN JURISDICTION. ` �O 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL, BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE �� t ��GENSF •., Q ALUMINUM STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No.58705 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED. RewEay, Dela: PoWIOM: M�ubtlon: •.��,�II .•(.(/� J.J.r 10/17/11 B NO CHANGE THIS SHEET INSTALLATION DETAILS-INT.FIN FRAME ' O�•, sTnTE of =<u: 107NOKOMI,FL 34 DRIVE F P \ J.R. 01/18/10 A Corrected nelllength to 2-1/2;added dia.In declmaf. NOKonns,FL3asls rw: '� �aR�o••'• .w y: Dau: a. qu: �, S P.O.BOX 1629 Vinyl Horiz RollerWindow,Impact-resistant "Y '�,,5/1ONAI` 0 amw y: caro: cr.."x ey pta: NOKOMIS,FL 34474 A.LVI IIMILLI=1`P.E. JR.. 00/11109 NR510 1:2 10 w 10 ::5:19:1-2 aB P.E.nsslos Florida Building Code Online Page 1 of 4 PGT Vinyl Impact Fixed M Ug" FoMa 11e_,?ifgCAt� BCIS Home ;Log In i User Registration ! Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map i Links search3 Busines }t ProfessllD,�JuqqProduct Approval USER:Public User Remlat on Product Approval Menu>Product or Application Search>Aoolication List>Application Detail FL# FL243-R15 Application Type Revision Code Version 2010 Application Status proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com . Authorized Signature Jens Rosowski j rosowskigpgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 .Ext 21140 j rosowski @pgti ndustries.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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... 8/12/2014 Florida Building Code Online Page 2 of 4 Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 12-1218.12.pdf 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 FL243 R15 11 12-1218.12.pdf Acceptance (NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate. Approved for use in HVHZ:Yes FL243 R15 C CAC 11111803.pdf Approved for use outside HVHZ:Yes FL243 R15 C CAC 12-1218.11.pdf Impact Resistant:Yes FL243 R15 C CAC 13012927.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami-Dade County Notice of 04/11/2018. Acceptance (NOA) for product performance information, Installation Instructions anchorage details, and anchor type,size, and spacing . FL243 R15 11 12-1218.11.odf information. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Inde endent Third Party: 243.3 PW-220 (Non-Impact) Prev. Aluminum Fixed Window F-6000 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114.14.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2016 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 11-1114 14 1df Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. 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 R15 C CAC 13-1009.04.odf A Drq df u outside HVHZ:Yes Quality Assurance Contract Expiration Date mpact Resistant:Yes 01/08/2019 Desig -re* re. Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 11 13-1009.04.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: 1information. Evaluation Reports Created by independent Third Party: 243.5PW-620 Aluminum Fixed Window(former) 701 NI) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050204.(�df 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 FL243 R15 11 13050204.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports _ Created by Independent Third Party: 243.6 JPW-720 Aluminum Fixed Window(former) 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050203.odf 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 FL243 R15 I1 13050203.pddf Acceptance (NOA) for-product performance information, Verified By: Miami-Dade BCCO-CER https:Hww.w.floridabuilding.org/pr/-Dr_ap_p dtl.aspx?param=wGE... 8/12/2014 M IAM 1•DADE 1%IIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADAILNISTRATI0N DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE-(NOA) vwNv.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— i 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 ITW-520,Vinyl" White PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5190-1 titled "Vinyl Picture Window, Large Missile Impact", sheets 01 through 10 of 10, prepared by'mantufacturer, dated 08/04/08 with the latest revision "B" dated 10/18/11, prepared by PGT Industries, Inc,, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 renews NOA No. 11-1114.18 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. NOA No. 13-1009.04 MIAMI-DExpiration Date: January 08,2019 Approval Date: November 14,2013 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0820.15) 2. Drawing No. 5190-1 titled "Vinyl Picture Window,Large Missile Impact", sheets 01 through 10 of 10, prepared by manufacturer, dated 08/04/08 with the latest revision "B" dated 10/18/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller,P.E. (Submitted ituderprevious NOA No. 11-1114.18) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) UnifolM' 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,TAS 202-94 Along with marked—up drawings and installation'diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5712 and FTL-5729,dated 08/13 and 09/09/08; all signed and sealed by Carlos S. Rionda;P.E. (Submitted under,previous NOA No. 08-0820.15) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 11/25/08, signed and sealed by Robert L. Clark,P.E. (Submitted underpreviousNOANo. 08-0820.15) 2. GIazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-01.29.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0830.09 issued to Mikron Industries, Inc.,for their "White Rigid PVC Exterior Extrusions for Windows and Doors"dated 10/6/11, expiring on 12/26/16. Jaime D.Gascon,P.E. Product Control.Section Supervisor NOA No:13-1009.04 Expiration Date: January 08,2019 Approval Date: November 14;2013 );-1 PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2010, dated 10/26/11, signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 11-1114.18) 2. Statement letter of no financial interest and independence, dated 10/26/11, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 11-1114.18) 3. Letter of Adoption of iris his Oivn, the Work of another Engineer per Section 61GIS-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1114.18) 4. Statement letter of conformance and compliance with the FBC, dated 08/12/08,signed and sealed by Robert L. Clark,P.E. (Subinitted corder previous NOA No. 08-0820.15) 5. Statement letter of no financial interest and independence, dated 08/12/08, signed and sealed by Robert L. Clark,P. E: (Subilcitted under previocis NOA No. 08-0820.15) 6. Laboratory compliance letter for Test Reports No."s FTL-5712 and FT1,5729, dated 08/13/08 and 09/09/08,all signed and sealed by Carlos S. Rionda,P.E. (Submitted untlei•previous NOA No. 08-0820.15) 7. Laboratory compliance letter for Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed,P. E. (For Reference Only) (Submitted under previous NOA No. 08-0820.15) G. OTHERS 1. Notice of Acceptance No. 11-1114.18, issued to PGT Industries, Inc. for their Series "PW-701 Aluminum Picture Window,.Non-Impact", approved .on 02/16/12 and expiring on 01/08/14. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Press-Lire 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 24113.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of a vinyl fixed window, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01--401-47, dated 10/31/08, signed and sealed by Joseph A.Reed,P.E. (For Reference only) . (Subiititted uintlei-previous NOA No. 08-0820.15) Jaime D.Gascon;P.E. Product Control Section Supervisor NOA No. 13-1009.04 Expiration Date: January 08,2019 Approval Date: November 14,2013 l;—2 0 NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1.GLAZING OPTIONS: GENERAL NOTES...........................1 A.7/8"LAMI I.G.GLASS COMPRISED OF(1)LITE OF.3116"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS ELEVATIONS...................................2,3 WHICH IS COMPRISED OF(2)LITE OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. GLAZING DETAILS..........................4 B.1"LAMI I.G.GLASS COMPRISED OF(1)LITE OF 3/16"TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16"LAMINATED GLASS GLAZING DETAILS..........................5 WHICH IS COMPRISED OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 INTERLAYER OF DUPONT PVB. SECTIONS,BOX FRAME................6 CORNERASS'Y,BOX.FRAME.......6 2.DESIGN PRESSURE RATINGS:(SEE TABLE 1 AND NOTES BELOW) - SECTIONS,I.F.FRAME..................7 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300-02 GLASS TABLES. CORNER ASS'Y,I.F.FRAME.......,.7 B.POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER TEST PRESSURE,AND ASTM E 1300-02 GLASS TABLES. EXTRUSION PROFILES.................8 3.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, PARTS LIST.....................................8 INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ANCHORAGE,INTEGRAL FIN.......ANCHORAGE,BOX FRAME...........9 9 MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION. 10 4.FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 5.SHUTTER REQUIREMENT:NONE REQUIRED FOR UNITS LESS THAN 30'. 6.REFERENCES:TEST REPORTS,FTL-5712&FTL-5729. ELCO TEXTRON NOA:04-0721.01,03-0226.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ): PRODUCTIWNEWED os complying with the Florida Qailding Codo Acceptcu Na rA t�Da• _ TABLE 1.DESIGN PRESSURES(PSF) Mimi Dade PmluctCNtho1 GLASS TYPES:A.718"LAMINATED INSULATED GLASS(3/16"A-AIRSPACE-1/8"A.,.090,1/8"A.) B.1"LAMINATED INSULATED GLASS(3/16"A.-AIRSPACE 118"A.,.090,118"A.) WINDOW GLASS WINDOW WIDTH -1 .. TYPE 1 60.000 61.000 62.000 44.000 A,13 ,-+80.0_1__-80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 AREA 18.03 SQ.FT. 18,33 SQ.FT. 18.64 SQ.FT. 18.94 SQ.FT. PRODUCTRUMSED 45.000 A,B +8. +80.0 80.0 +80.0 80.0 +79.8 .79.6 as complying with UmMo Ada AREA 18.44 SQ.FT. 18.75 SQ.FT 19.06 SQ.FT. 19.38 SQ.FT. Aec7 pIT colo O Acceptwtco N00 46.000 A,B +60.0 80.0 +80.0 80.0 +80.0 80.0 +78.5 78.5 ExpvationDatnO 14. AREA 18.85 SQ.FT. 19.17 SQ.FT. 19.49 SQ.FT. 19.81 SQ.FT. 47.000 A,B +80.0 -80.0 +79.9-F-79_9 +79.0 79.0 +77,4 77,4 I Oyai Uada Product Conhol'' _ AREA 19.26 Q T. 19.58 SQ.FT. 19.91 SQ.FT. 20.24 SQ.FT. 48.000 A,B80.0 80.0 +78.8 78.8 +76.0 78.0 +78.3 76.3 tt111111 AREA 19.67 SQ.FT. 20.00 SQ.FT. 20.33 SQ.FT. 20.67 SQ.FT. O�y LYNN 4f, NOTE: ,2.•'��GENSg''•.Q 1.THE MAXIMUM ALLOWABLE DESIGN PRESSURE FOR 112 CIRCLES IS+/-80.0 PSF FOR Q` ALL SIZES. = ! No.58705 2.IF A TEMPERED CAP IS USED MAX.DP IS+1.50.0 PSF. _ * af- By- _ O Go a�(I t D.G. 1125/08 A PER MIAMI-DADE LETTER DATED f0/31Po0 f070TECNNOLOGYDRW NOTES, TABLE OF,CONTENTS&PRESSURES �'�0,�.'•.,,FLADR\O!;•'�C� � ur• wv J.J. 10/18/11 B FBC 2010 CODE CHANGE NOKOMIS,F134275 Ta"' �i7 CCS "'•"• P.O.BOX 1529 �-- vin l Picture Window,Large Missile Impact '/!,1S1/1O�N N,t,1`� ann ey, wt.: ca.oia ay ww NOKOMIS FL 34274 Visibly Better 6a1eS1i 5vJ` sn..e �'""�°� "" A.LYNN MILICFi,P.E. D.G. 8/4/08 y P*520 I NTS 1 110 1 5190-1 1 B FL P.E•#68705 51 1/4"FRAME O.D. 48"MAX. 48"MAX. 1112" 4 1/0"O.C. MAX 12"CENTERS MAX. .6- p' MAX.PYP. MAX. 62" 62" MAX. MAX. / MAX. / MAX. / DLO / DLO PRODUCT MEWED os complying with the Florida / Building Code 2 ACCCl IIm1e01\O �V.,,�r{f•. T 651/4" / Epi FRAME By / O.D. h4imni Dade Pioduct Control 6" MAX. PRODUCT RRVISBU ae complying with 010 Florida Building Cade {t-��`(�(�`� Ecp pronto No-�y'r Pj0 ' ExvotionDWo (k 44 1/8"MAX.DLO 44 1/8"MAX.DLO Timm Dade Product Control BOX FRAME INTEGRAL FIN IIII MAX.SIZE=48"X 62" MAX.SIZE=48"X 62" VICEN NOTE: _ No.58705 FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. =-0 rD�a61f D.G. a1, na,eam °'rotor %O STAT OF D.O. if/26/BB A PER MIAMI-DADE LETTER DATED IOl31/OB ELEVATIONS �,c�''• F J. er cwe: "e 19707ECHNOLOGYDRNE \' ZORIOP,.•'G J.J. 10/JA/11 S NO CHANGE THIS SHEET NOXOMIS,F134276 Ttl1' ass F �� ro P.O.BOX 1529 �-- Vinyl Picture Window,Large Missile Impact '7�;lONAL LN•`� aa,m or. os,.: nn-aeaey a,o: NOKOMIS.FL 34274 Vfalbly Better b°"""b°°` `""' a"iie a""p1°' ""' A.LYNIMILL�R,P.E. D.G. 8/04/08 PwSzo NTS 2 d 10 5190-1 B FL P.E.#68705 4"O.C. MAX.TYP. 34 5/8" / FRAME / 27O.D. MAX. / DLO 31 1/2" MAX. " 1112" 4"O.C. 5" " 20"O.C. MAX.TYP. '�—MAX.TYP. Al". TYR MAX. 581/6"MAX.DLO \ / 63"MAX. ]6' /8" 66 1/4"FRAME O.D. PRODUCr RENS%VFD u complying wilt the Florida / X. Du Iding Code —1 O q / Ate"°; u'� O 31 1/2" HALF CIRCLE - INTEGRAL FIN / Mme' MAX.SIZE=63"X 31.5" h1 t . PRODUCrrWWSUD a9 COMPlyiaB Nilh ilm FIOOdq 5" 12"CENTERS MAX. s" BWldtM Colo Acceptmcoat I,t- � MAX 1 8 MAX ExP(mironUute1 0 58 1/8"MAX.DLO _�\. Meatal Dede ProdP� 63"MAX. u Contto unl HALF CIRCLE - BOX FRAME LYNN 411� MAX.SIZE=63"X 31.5" �F� NOTE: ND,58705 *FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. _ (ti « w- - D.G. 1If/W08 A PER MIAMI-DADE LETTER DATED 10/31/08 'p S7ATEO ;''•Z� r. ww R.b 1070 TECHNOLOGYDRIVE ELEVATIONS �O� •.• FLDRIQP'��.` J.J. 10/l8H1 B NO CHANGE THIS SHEET NOKOMIS,FL 34276 ' /� C. '••••• !� s� P.O.GQX167D Vinyl Picture Window,Large Missile Impact 777,SS/ONAL��` a N- ww asa"aor wiw• NOKOMIS,FL 34274 Visibly Dater 5"""uoOtF —� B A.LYNkU1LU09,P.E. D.G. 8/04/08 PW-520 NTS 3 d 10 5190-1 FL P.E.#58705 I"OVERALL GLASS NOMINAL 1"OVERALL GLASS NOMINAL -1/8"ANNEALED 5/16"LAM[GLASS NOMINAL 5/16"LAMI GLASS NOMINAL 1/8"ANNEALED GLASS GLASS AIRSPACE AIRSPACE .090 DUPONT •090 DUPONT 3/16"TEMPERED OR PVB INTERLAYER 3/16"TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8"ANNEALED ANNEALED GLASS 1/8"ANNEALED GLASS GLASS 13OR14 13OR14 6 1/2"NOM 6 1/2"NOM GLASS BITE GLASS BITE 5 I 5 PRODUer RENBWED 0 complyhtgrvilhtbaPlortda O Building Codo (�C B AcceptMM No Ex- li 2Drta Miami Uncle i'roduct Cadro 72 Q OUTSIDE OUTSIDE 3 3 2 7 1 - PRODUCrREVISED OPTIONAL—/ OPTIONAL—/ ascamplyinS wdlh Oto Plarida FLANGEDuOding Code FLANGE Acceplanw No.t t—{1 ¢, Bxplration Dnte_ ZpP4 Miami Dade Proddcl Conlro 1 1," LAMI I.G. GLAZING DETAIL 1" LAMI I.G. GLAZING DETAIL \\%% N�LYNN WITH 5/16" LAMI GLASS WITH 5/16" LAM[ GLASS BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME Nn.e8705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) wmenr wi..- Re.tsa.,: UE OF D.O. !1/25/98 A PER MMMI•DADE LETTER DATED IO/31/08 r nog la79IS.FL O '•, uare: �� GLAZING DETAILS � F[pR10�.•'•`\�'� QJ r• ' 1W}1 TEOHNOLOGYDRNE HeYb NO CHANGE NO P.O."8OX162976 C+T VinylPicture Window,Large Missile Impact S,%NA1-tE�G�` ommnoY. W. Cr1xxeea7 mk: NOKOMIS,PL 31274 VislEJy Belzer A.LYNN MILL�R.P.E. D.G. 8/4/08 PW-520 FUL 4 1 10 5190-1 B FL REX 58705 7/8"OVERALL GLASS NOMINAL 7/8"OVERALL GLASS NOMINAL 1/8"ANNEALED 5/16"LAM]GLASS NOMINAL' 1/8"ANNEALED 5/16"LAMI GLASS NOMINAL GLASS GLASS AIRSPACE AIRSPACE .090 DUPONT .090 DUPONT 3/16"TEMPERED OR PVB INTERLAYER 3/16"TEMPERED OR PVB INTERLAYER ANNEALED GLASS 1/8"ANNEALED ANNEALED GLASS 1/8"ANNEALED GLASS GLASS g OR 10 g OR10 6 1/2"NOM 6 1/2"NOM GLASS BITE GLASS BITE 4 4 I RODUCT RENEWED 0 rs Complying\vit4 the Florid" .cceptmrcc N 0 01 0 'xprc to Dat G 11iomi Dade Product Control EJ OUTSIDE OUTSIDE 3 3 2 PRODUCrREVISD OPTIO NAL01 wmplyhtg c\id\the Florida FLANGE OPTIONAL Butlaing Code FLANGE Accepts=No i t8 Explmtion,Datc ZaF� Dye—.-t�ud�1 _ Nuanrl Dade Productt Conttdt� 7/8" LAMI I.G. GLAZING DETAIL 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME =*:' No.56705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) n s c a cu, R.—Br. PJIY: Rn1sYw: ��O•'•' 4A E OF IC/ D.G. 11/2Sr08 A PER MIAMFDADELETTER DATED 10/31/88 GLAZING DETAILS x Oe L' • 1878 TECHNOLOGYDRNE � •'•.'cCOR10P;••'•\G��` J.J. f0/fAr11 B NO CHANGE THIS SHEET NOKOMIS,FL 34276 Tae: moi]SS "" '• `—`� Vinyl Picture Window,Large Missile Im act 77. /ONAk- P.O.BOX1578 7 1\\ °ven 6r. wro: ey wro: NOKOMIS,FL 34274 Vwbly Better Se°6f61a0`t �°4i S°wt °i°`°0M''' R°r. A.LYNN NIWLL ,P.E. D.G. e/4/Os Pw�zo FUL 5 10 1 5190-1 B FL P.E.#.58705 3 01 13 14 a0 2 3.250" O� OPTIONAL 3.250" 23 FLANGE 1 OUTSIDE 2, TYP. MAX.DAYLIGHT OPENING' s MAX.WINDOW WIDTH HORIZONTAL SECTION 4 (BOX FRAME) 5 MAX. WINDOW HEIGHT 9 13 PRODUCT RENPIVED us complying wish the Florida 10 1.4 Building Code Acceptwrce No 3' C01L7 4 5 INSIDE 1pi`°etan�D°` / B5— 2 Miwni Dade Product Contra MAX. DAYLIGHT HOT OPENING WELD 3 PRODl1C ng IhD m wtnplying xltlIhg PloriJo BundIA,V n Code • Acccptanco No L o/lt/� �8 fxpirolioPAato.o// 2 By ' Aiiami Dodo Pcodud control -. HOT WELD CORNER ASSEMBLY ,,1111111„ (BOX FRAME) 2 ��':'�\GENSt '•.,� VERTICAL SECTION *.' No.58705 (BOX FRAME) = -O•. GL-co 2�G ��, "°r<eer: °"`' ".waa n•.°k's'c ? STATE OF D.O. 1 U26/08 A PER MIAMI-DADELETTER DATED 10/31/06 1070 TECHNOLOGYDRIVE Al" BOX FRAME % ��.'•• FtoR1OP••'\G�; J.J. !0/fft/11 D NO CHANGE THIS SHEET NOXOMIS,FL 34276 n' ��,SS •••• �\' Vin /Picture Win , a sseImpact P.O.BOX I. dow,Lar Miil 91 1 1 1 1 11 arnn ar onr. unc°.e w,°: - NOKOMI$FL 34274 Vi.riLly Belzer °a°` 5°w° a.�sy'r A.LYNN�ILLtR,P.E. D.G. a/G4/Ge Pwsso NAL 6 a 10 5190-1 wB FL P.E.#58705 3 3.250" 13 -14 O O OPTIONAL 3.250" FLANGE 1 0 OUTSIDE �a 1 4 5 3 1.938" MAX.DAYLIGHT OPENING 4 TYP. MAX.WINDOW WIDTH 5 HORIZONTAL SECTION MAX. (INTEGRAL FIN) WINDOW 9 13 HEIGHT 10 14 INSIDE RODUCT RDNE\\ED mmplying Stith rhe Florida 4 5 nimingcoda �?J-100 g ` 1 cccptnnceNo D 2f32�• onbat � / �y J \l inti Dade Nobel Control MAX. DAYLIGHT OPENING HOT 3 • WELD PRODUCT•REVISED as complying m itlr Wo Florida 1 Dzzl Cadc Q Acccptonca Not E>tp on 1�a C'I-•�/'F/—CSX L� O Miami Rio ProductContwf— HOT WELD CORNER ASSEMBLY1 N (INTEGRAL FIN) LYNN ��`�.•��OENSf•''•F'Q VERTICAL SECTION *; Na.58705 (INTEGRAL FIN) _ OL D.O. IU25/08 A PER MIAMI•DADELETTER DATED IM1108 ••, STATE OF n° fOIUTECHNOLOGYDRIVE SECTIONS,INTEGRAL FIN O�c�'•.• A�ORtpP,•''\G�� J.J. �IZ,,11111 H NO CHANGE THISSHEET NOX0MI5, 76°""° aO.BQX152e Vin I Picture Window,Lar a Missile lm act '77,&/ONA�yNOXOMIS,FL34274 Visibly Beer 1e°`t ' serer °A�`W. B A.LYD.G. 10/Oa Pws2o HAL 7 10 5190-1 FL P.E.#68705 ITEM DWG NO. PART# DESCRIPTION 803" 1 5165 65165 INTEGRAL FIN FRAME HEAD,SILL&JAMB 215" .268" rF 2 5135 65135 BOX FRAME HEAD,SILL&JAMB o 3 5109 65109 FILLER-INSTALL HOLE COVER 1.171" 4 8483 65148 SDL 7/8"I.G.BEAD ITEM 3, .035" ITEM 5,� 5 6492 65112 STD 1"I.G.BEAD INST. HOLE COVER 1" I.G. BEAD 6 DOW 1199 SILICONE MAT'L:White Ridged PVC MAT'L:White Ridged PVC 7 3.625" by MIKRON Industries,Inc. by MIKRON Industries,Inc. 8 DWG NO.5109 DWG NO.6492 7/8"LAM]I.G.GLASS:3/16"TEMPERED OUTBOARD- .828". r 272" 9 AIRSPACE-1/8"ANNEALED-.090 PJB INTERLAYER- 0 .040" 1 1/8"ANNEALED(5SS: LAMI). �a .070" 7/8"LAMI I.G.GLASS:3/16"ANNEALED OUTBOARD- .040" --- --- 10 AIRSPACE-1/8"ANNEALED-090 PJB INTERLAYER- ITEM 4, 1/8"ANNEALED(6116"LAM) 2.000" 7�8" SDL BEAD 11 MAT'L:White Ridged PVC 12 .060" by MIKRON Industries,Inc. 1"LAMI I.G.GLASS:3/16"TEMPERED OUTBOARD- DWG NO.8483 13 AIRSPACE-1/8"ANNEALED-.090 PVB INTERLAYER- IX'ANNEALED(5/16"LAMA 3.250" 1"LAMI I.G.GLASS:3116"ANNEALED OUTBOARD- 14' AIRSPACE-118"ANNEALED-.090 PJB INTERLAYER- RODUCTRENEWED 1/8"ANNEALED(5/16"LAMD ITEM 1, INTEGRAL FIN FRAME 3ilding'Ng`V`ut1li pQ 4 wilding Code kweplen No MAT'L:White Ridged PVC by MIKRON Industries,Inc. aryh t, Dal (2 2 DWG NO.5165 }y�Cu1 ' and'Dadc Produc�nitol� 0 .040" PRODUCTREVISED as complying with the Flodda Building Code 2.000" Acceptonce NO 1 l Eo f 8 Ex;irmloq Datc v �� i Iiy-- Y4u� O6O" Miond Dedo ProductControl \111111 3.250" LYNN�j/� ....... e ' � �..• �,IGENSF'•..cc,P � ITEM 2, BOX FRAME No.56705 MAIL:White Ridged PVC by MIKRON Industries,Inc. _ DWG NO.5135 B°vs°Hy, wa n.,csa.t w,OF 1 D.O. 11125/08 A PERM1AMl•DADELETTER DATED 10/31/0.9 SATE OF (:•��z w� 10707ECHNOLOGYDRNE EXTRUSION PROFILES&PARTS LIST J.J. 10/18/11 B NO CHANGE THIS SHEET NOKOMIS.FL 34275 R' 1 ' wnD,".ar wt°: crou9e •s/ ......... ° r w'°' "° °" P.O.BOX1629 Vinyl Picture Window,Large Missile Impact /79/ NA'L NOXOUIS.P34274 Wsbly Bettr 8 A. s2a 10 " 1LYN Rt t,P. G.E . G. 43/04108 90- B FL P.E.#58705 2x WOOD BUCK #10 SCREW 1 3/8"MIN. (SEENOTE4,#10 SCREW 114"MAX.SHIM 4sHET10) 13/8"MIN. 2x WOOD BUCK 1/4" (SEE NOTE 4, MAX. IU Ih Ilthll I SHEET 10) SHIM OPTIONAL FLANGE #10SCREW 13/8"MIN. O M OPTIONAL SHIM FLANGE OPTIONAL FLANGE 2x WOOD BUCK NOTE JAMB-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME SHEET 110)Q THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 3/B"M N. 3.5 KSI MIN,CONCRETE WOOD BUCK E (SEE NOTE 4, 3/16"ULTRACON OR 1.5 KSI MIN.CMU SHEET 9) 1/4"MAX.SHIM —�r— 1.3/8"MIN. '+�.•:�� 1x WOOD BUCK '•';i'- •:;1�•1 •; (SEE NOTE 4, ;' 1x WOOD BUCK 1/4" 1 wJllNtU F.' SHEET 10) SEENOTE4, MAX. ey ( SHEET 10) SHIM OPTIONAL 3/16'ULTRACON FLANGE 1/4" e::,• MAX, OPTIONAL aooucrluaNEnsn ••>>.. FLANGE •.�•••. •"••••• cmn il•in id+tl+c Flordn 3116•ULTRACON SHIM r':.••• , '`, ;::•:. I' g' _ a•;•.•..�:-•.'..a nild'u+g Code 2�—:too •`�'' 1x WOOD BUCK >.' 'a.• .0 �= icccptmmc No _ tJ 3.5 KSI MIN.CONCRETE v' 'xyUo i Unt a Z6 SEE NOTE 4, � 2 OPTIONAL FLANGE ( OR 1.6 KSI MIN.CMU�• �' 1• SHEET 10) 13 MIN. JAMB-BOX FRAME HEAD-BOX FRAME SILL-BOX FRAME Minnd Dade Product THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1 6" r6@10"O.C. MAX—►{ 6^ I� PRUDUCTRDVISUD Building on11h Uu Flotido 6" building Code Acceplanca"r DIM. MAX. UiptrutionDatoO Zp (48"MAX.) SPACING By I 12"O.C. Mlanil Dade Product Control_'N 6" \\11111111/ j LYNN "X"DIM. I N�\GENSEn!/�� (62"MAX.) "1 NOTE: - No.58705 1.FOR ALL 112 CIRCLES START ANCHORS 6" — — "FOR WINDOWS LESS THAN 40",USE 12"ON CENTER DIMENSION. FROM THE CORNERS AND AMAX.OF 12"O.c.. ->, Gc.ZI t II R.vsEe7. wo: Ramiro: w j��•,, STAT E OF =IV�� D.G. N/15✓08 A PER MIAMI-DADELETTER DATED 10/31/08 ' ✓. �oire711 R•B NO CHANGE THIS SHEET 1070 TECHNOLOGYDRIVE ANCHORAGE DETAILS,BOX FRAME % <ORIDP.•'\�,� ` RaysOOY• w": q. yro; NOKOMIS,FLj. 34275 -- m7SS,ONA1-�'``•` P.O.Box162a in I Picture Window,Large Missile Impact 1111111 \+ w.rn er wb: cn.uac' oma• NOKOMIS,FL 34274 Wsibly Better s""10.Y —k ar..c A.LYNN MILLER,P.E. D.G. 6/04/00 Pw-5so NTS 9 ^� 10 5190-.1 B FL E.#5 .131'DIA.x 1112-NAIL, 41-- 11/2'MAX.FROM 2x WOOD BUCK 1/4"MAX.SHIM CORNER&4 1/8'O.C., (SEE NOTE 4) TYPICAL FOR RECTANGLES, SQUARES,&1/2 CIRCLES. 2x WOOD BUCK 1/4"MAX. 0 (SEE NOTE 4) r SHIM OPTIONAL M OPTIONAL 1 FLANGE 1/4" T FLANGE � MAX. .131'DIA.x 11/2'NAIL, �— I .131'DIA.x11/2'NAIL, SHIM i1/2•MAX.FROM CORNER 1 1/2'MAX.FROM &4 1/8.O.C.,TYPICAL OPTIONAL FLANGE CORNER&4 1/6.O.C., FOR RECTANGLES, TYPICAL FOR RECTANGLES,. SQUARES,&1/2 CIRCLES. 2x WOOD BUCK SQUARES,&1/2 CIRCLES. (SEE NOTE 4) JAMB W/NAIL FIN HEAD W/NAIL FIN SILL W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING aonucr arNh��r:D tg complying wdlh the Florida . I 1111ing Cade AccePINIc-NO • Mia,ni U,de Yrodnct Canuo NOTES: PRODUCT RBVISE+D ns complying with the Florida 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3116"ULTRACON,EMBEDED 13/8" Buildhrgcode MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM. AcccploneeNo l l— L l t4•L S lixphmion Antc, r�p f 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 13/8"MIN.. 3.FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE 1/8"DIA.x 1 1/2"NAIL. Miwni Dado product control 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. �`` �LYNN z7'�,�� 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK.THE •�Fp ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE N0.58705 _ ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED = � �`rsers"or wm: xe,em": D.G. 11/25108 A PER MIAMI-!JADE LETTER DA 10/31/08 "�' ' ��0 STATC-OF Q/ .j. w1 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS,INTEGRAL FIN % �` ••,FLOR+off.••' 3z` J.J. 10/18/11 N01 B NO CHANGE THIS SHEET ,c� G x.ney- are: He.nronr NO.OMIS,FC 34276 �- ma i/``Sls • O.BQX Vinyl Picture Window,Large Missile Impact 7/ /ONAL E.t` a..aer ar.: q uatw• NOKOMIS FL 34274 VisiLly Better 0 N•f•S 10 d 10 �� 5190-1 B A.LYNI MILUtN,P.E. D.G. 8/04/08 FL P.E.#58705 i . M 1AM 1•DADE3 1•fIAIN3I—DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISIONT(786)315--2590 F(786)315-2599 NO TC'r+ CCEPTANCE OA) ►vw%v.ndamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). 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 Miatni-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"PGT" Eli ed Extruded Aluminum Tribe Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 630038, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1lwith the latest revision dated 01/29/15, signed,: sealed and by Anthony Lynn 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:Large and Small Missile ImpactResistaut . LABELING: Each unit shall bear a perinanent label with the manufacturer'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 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 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. _ NOA No. 14-1105.01 M1AM MADE COUAITI' ��' ids Expiration Date: May 26,2016 Approval Date: February 12,2016 2�i4� 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) Targe Missile Impact Test per FBC,TAS 20194 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. (Submilted underprevious NDA No. 10-08-19,05) C. CALCULATIONS 1. Anchor vel fication calculations and structural analysis, complying with FBC 2010 and with FBC 5" Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest,conformance to and complying with the FBC 5th 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 08106/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. Pt�,rcr ainie D. Gasco 1,P.E. Product Control Section Supervisor NOA No.14-1105.01 Epiration Date: 1Vlay 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. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Subinitted wider previorts NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07111, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Sithinitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, 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. ' •• Jaime D.Gascon,Y.E. - Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 F-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION'.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 8�+^ EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......................1 z $ a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..............._............1 3� ELEVATIONS.............................1 FIGUREI: MULLT02XWOOD_....................2 o MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS MULL TOIX&MASONRY.._._.._._2 oY i MULLIONS' —� INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES.................2 SEAEODEGTM LS RECTANGULAR NOTHAVEAGAPOFMORETHAN 1/4"FROM THE CUP. MULLTOMASONRY...................3 N SHEETS 23 SHAPE MULLTOSTEELSTUD...._..........3 I 3)THE ANCHORAGE METHODS SHOWN HAVE BE EN DESIGNED TO RESIST THE WIN DLOADS CORRESPONDING TO THE REQUIRED MULLTOMULL............................3 b DO DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHORSPECS...........................3 V! " ALTERNATATE CLIPS............_....4 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. BAY MULL INSTALLATION..............4 O 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 2 1 X 2 X.376 MULL SPECS........._.:..6 7 \ INSTRUCTIONS. T X 2.75 X.375 MULL SPECS..._._.7 \ i X 2.75 X.65 MULL SPECS......_....8 -w Z �o U SEE ETAILSTHRU G; I I� III \I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125%.500 MULL SPECS.......9 W O O A7tTS G; / Y / }A7HRU G;LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER X 4 X.375 TUBE MULLPECS._.11 m Q H SHEETS 2J 1"\ I126 PAULL SPECS 7 ~ co 1 ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOW EST DESIGN SHEETS 23 1 X 4 X.376'r MULL SPECS.._....11 F- SHEETS —1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. Z). W I III 1 1.26%3.188 X.265 MULL SPECS.,.12 J OPENING 1.26 X 3.25 X.100 MULL SPECS.....13 Z W� m VERT. HEIGHT FOR T P)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X 3.25 X.624 MULL SPECS.....14 O F E s LENGTH HORIZONTAL 1.26%3.94 X.624 MULL SPECS 15 Z 4 1 y MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS...:_..._...16 J Q o rr1 KZ SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 6 X.25 MULL SPECS......_.......17 Q W r r 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 H- REACTIONS. 30•X 3.25 BAY MULL SPECS.........19 Z I— N p 45 Z•X 3.25 BAY MULL SPECS Q O Z MULLION B CLIP DIMENSIONS._..21-23 i— Z S 60 o0 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-0443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSVAFBPA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1 S 2.......................24 p) PRODUCTS ANY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES...............-....26 W BE OFANY TYPE, W MANUFACTURED Y Y MMUFAUSTBr g)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z CO (n / 0 BY PGT. CODE;AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U � Q 0 Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d E Z V S 10 /SEE DETaLS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ m mw HORIZONTAL AD,G,H: - S MULL SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED.ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT°l 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 TI4E WIND LOADING IS'RECTANOULAR'OR-TRIANGULAR/TRAPEZOIDAL'. PRODUL7 REVISED w cmnp1yh73 will the 19oddo --HCRIZ.MULL LENGTH�I 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/FT21 FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Dullding Code MULL F—OPENNG WIDTH--I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Amptmfco N9 OS,. T'1 LENGTHTI� MULLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN STEP 1). OPENING HEIGHT 611 Ede PuNl rcduct Cunlmt OPENING MULL FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FINDTHE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE // iY HORIZ. VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT LENGTH MULL �/ MULL \llllllll/7 f/ I LENGTH 8)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��.�\........... ...••..NN L L L ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR Q�•'' \.ICENS�'•�lF��i CAPACITY IS MET. OPENNG 11113771 \ NO.50705 ••;�� SINGLE MULLION SINGLE MULLION FORVERTICAL L1ULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE FOOPENING R VERs CAIDT OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS ='D VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE '%O -,SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. 8)VERIFYTHE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONRIO % '•,•a� (V CAPACITY(LBSIFP)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION S •,O..... . PRODUCT ASSEMBLY. �S�O "G 11 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. A.LYNN IvIIL'�r'14,1P.E. FL P.E.N 50705 m��gjF u h O DETAIL A: DETAILB: hi LL10N oo MULLION TO 2X WOOD BUCK MULLION- MULLION.ATTACHED TO 1X BUCKSTRIP TY ANCHOR �2`i AND PER SUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY ATTAGAIENT SEE SEETABLES 18168 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY07HERS, LO SEE NOTE I, I MULLION I I I SEE SHEETS a aj° I A11N 2.7 KSI •• ', EDGE 0 CONCRETE OR CMU DISTANCE, EITHERTHE I I I 21-ZJ FOR HOLE d I 1 ��- J U-I STANDARDOR e I LOCATIONS I I I IB-16BSEESEETABLES Z OFFSET MULL ° EDGE o 1 I FOR MASONRY 16-166 LU p' to CUPMAYBE DISTANCE a o ° I ° FOR MASONRY W Q C> O INSTALLED BY de II FOR WOOD,(/ I I ANCHORS m U) (7 ♦– THI9METH00 u ° `4, SCREWS L I I SIDE VIEW Z � U) 260'MAX FOR °4 d ~ g J ALL MULLIONS EITHER THE d ° STANDARD OR C) a ° ° u ° _ 4tl OFFSET MULL Z 7 4 °a ° CLIP MAY BE D' , 4 ° EXTERIOR , e NSTALLED BY � Z o � TIIIS MGTHOD. J _ u a d EDGE Q Z d' 4 a DISTANCE °a ° F' Z T FOR Q N MASONRY a Z n THE OFFSET CUPIS ANCHORS RECOMMENDED FOR � �m SO go 0 4 FM-FRAIAED ° N J EXTERIOR WINDOWS,BUTnIAY up F II! _ALSO BE USED FOR OTHER FRAME TYPES. Fi z Q CO j �> o zO mO'0 TYP.ANCHOR TYP.ANCHOR 8 o� � PERSUBSTRATE, PERSUBSTRATE, RANCH OR SEE TABLES IO-168 PER ANCHSUBSTRATE, SEE TABLES IB-109 SEE TABLES 18.160 EDGHEND BUCKSTRIP DISTANCE SEE TABLES AND 18.168 '(" ATTACHMENT EMBEDMENT BUCKSTRIP - I •' '• BY 07HERS. AND EMBEDMENT' SEE NOTE I, ATTACHMENT I „ SHEET 1. ,y BY OTHERS. •• .. • ,, SEE NOTE 1, , • SHEETI. •� MIN 2.7 KSI CONCRETE OR CMU PRODUCfREVISED SIDE VIEW FRONTVIEW oDTdl�Ing%ft@1oFlorida FRONT VIEW EM dntti3ol"f Eftp1T Da �p uULLyy�—__�� INSTALLATION NOTES, :bfiw�l do Ro&u,Co.,,.1. 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ONLY.ITQUANTITY OF ANCHORS AND MULLION I ABOVEZE SHOWN A �ONY LLY.BE USE THE ANCHOR CAPACITY SBASED PARTLY ONHE ANCHOR TO ANCHOR DISTANCE, \\ CE NN'��/l CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE P•' ll NSF •';F•Q FOLLOWING SHEETS.FOR DETAILS A-0,EITHER HE STANDARD OR INTERIOR CLIP MAY BE USED. ' ND.58705 •�Y 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. –��'•, S S �_ 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED C� •'•;�<ORIDP,.••' ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRYANCHORS. A KYNI42R FL P.E.9 58705 DETAIL E: � MULLION TO MULLION `� R DETAIL C: —1 .125'MIN. �n Y INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE h1ULlION =r. i (U-CLIP) 1)MAY BE INSTALLED IN'TEE'OR'CROSS' (STANDARD CLIP SHOWN) =r INTERSECTIONS. Doo vnRlEs 2)MAY BE INSTALLED HORIZONTALLY ox x =� I (SHOWN)OR VERTICALLY. I TYP.ANCHOR c'- , N m EITHER 7HE I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 STANDARD OR I SEE TABLES 18-138m OFFSET hfuLL I I FOR CORRESPONDING MULLION. O . curnavBE I ��\ TOP VIEW IAULUON p H I EDGE DISTANCE INSTALLED BY II I FORLWONRY J w THIS METHOD. I I I RIES}—M J W ANCHORS VAI = I I N12 STEEL SCREWS, � \`�� SELF.DRILLING OR PRE-DRILL �! o ' `\MULLION AND USE SMS W O O DO CO O F m If " MULLION Z O J EXTERIOR A. 4 EDGE DISTANCE THEOFFSETCLIPIS =G `� Z V m FOR MASONRY °„ RECOMMENDED FOR $ ANCHORS d FIN-FRAMED LINTERSECTION R a WINDOWS,BUT MAX f—o pZ ALSO BE USED FOR U-CLIP J B' a OTHER FRMAETYPES. EXTERIOR Q Z r V' TYP.ANCHOR 'dZ Z Q N O PER SUBSTRATE, Z d SEE TABLES 78-738 Q g TYP.ANCHOR SEE SHEETS 21-23 FOR � F 5i �O 8 BUCKSTRIP /—PERSUDSTRATE, HOLE LOCATIONS _QI JS AND see TABLES 10 FRONT VIEW EDGE Lu Y Q Y gSTANCE !Y BYO OTHERS SEE TABLES H- SEE NOTE 7. 113-138 Q EMBZ EDMENT SHEET I.—- . Qa.E �. °•' ..' ° °: _ EDGE a m0s;0 g ^I_DISTANCE I _ g Q. SEE TABLES SIDE VIEW v" MIN 2.7KSI CONCRETE OR CMU MM 2.7 KSI CONCRETE OR CMU 18.136 - FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: BIRUCTURE 1)ANCHOR EMBEDMENT i0 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR I A PER SUBSTRATE, SEE TABLES 10-138 RODUCT RBVIS5D 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEESHEETS (S)c 0Mp,,lRBWhh 11,11mida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FORu11d1BSCadc _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HOLE %mvptmco t4 FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS /p�,{ortY MULLION i 3)ANCHOR HEAD TYPE MAYBE PANHEAD,HEXHEAD OR FLATHEAD. � ® AnRJ adeAoducl Conln,. 4)WOOD BUCKS ARE,OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVED DISTANCE ,%� ONY LYN,V ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. SEE 1 TABLES Q��''�1GENS' FOR STER STUDS THINNER IRAN FRONT VIEW 16 GA AND COMPLIANT WITH THE FL BUILDING �, F '•. P% CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS N0.587B5 •,>� USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW NOTES: - — 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 'T•••' S r0 �S' ANCHOR VALUES MAY BE USED. �:�5 ''•�ORIDA,,.•'•��`� _ 2)SEE CORRESPONDING MULLION TABLES, SHEETS 6-20,FOR QUANTITY OF SCREWS. A.LYNN VIM LE)2,P.E. FL P.E.#58705 y Ki DETAIL F: DETAIL G: DETAIL H: o�A!Z FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION '�0 a (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) IN, o SEEDETAILSA'E, 02 x V SHEETS 2 AND 3FOR INSTALLATION 30'OR 45• `BAYMULL TO SPECIFIC SUBSTRATES. /-"-"U- CV MULLION I o ca O O Z O O O O O O 0 0 O O J LU O O TOP VIEW LU SIDE VIEW I WO o 0 SHOWNWITH I'X4'X.125' TOP VIEW I m (nM � MULLION I I F_:3 _- Z co J EXTERIOR I TYP.ANCHOR 2 0 j I I I I PER SUBSTRATE, :3C)o b i I SEE TABLES 155 OR 16B Zo w I TYP.ANCNOR STANDARD MULLION CLIP I I PER SUBSTRATE. I EXTERIOR o MODIFIED TO FIT FIELD I SEE TABLES IB-1de CONDITIONS. 1 O 11 I I a Z I 1 I I 2•X W ANGLE CLIP, Z Z Q83 I I 2PER MULLION END,MUST BE Q Z O N MULLION I I I INSTALLED INSIDE OF BAY MULL. F 07 p 1j , , ® N 'oCD!a- \ I I II II W J o I II O F Y oY II I I 2•XWX.125' (n (n II I I ANGLECUP, F' z 2 PER MULLION END, U Z Q O O I I I MUST BE INSTALL Zfn 1 1 I I INSIDE OF hML. D'$ �•0 I � �g} TYP.ANCHOR b PERSUBSTRATE, SEE TABLES 1B-14B INTO WOOD, 1� STEEL,ALUM IMO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY- MODIFIED IN-FIELD. O EXTERIOR �`ED I.N PRODUCTREVISIRD Ems' cROR J m complying whh the Flodde pER Building ODdo ,t Acocp=KoM SD1 O I © INTOWODD,STEEL, O tT[t11D Q ® ® ALUM,CMU OR MASONRY EDGE H DISTANCE - \11Dr01 lld0�Pfoducl Oonitol PER EDGE _�.-_® ANCHOR \L1I111111/// DISTANCEF `�� ON( LTMV PERANCHOR NOTES FOR INSTALLATION OPTION G&H: NOTES FOR INSTALLATION OPTIONS F' 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. i1. No.58705 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125'MULLION. LOCATIONS. .rj (,(1. ) p�T� 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 169 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE %1-.10 • '•, $'q7E� LOCATIONS. 3)THE 2X5 CLIP IS NOTSUITABLE FOR THIS APPLICATION. %�` •.,<ORIOI�..•' �� 1E�;�` A.LYN Iv�ILLER,P.E. FL P.E.4 58705 TABLE 1A 2 ® AR1� Mullion Capacity Table Ibstl Opening Width(for vedlcaly-Sparri7gmullions)orOpeningHeight(for torfwntaty-spamingmtdGon3) 501n earn 701. 80 In 9010 IDD In, 1201n 140 In 1601. m O RcetanBular Tmpridang, RW.Irulzr Tmp/Tdmg. Rttlangulu TrepfWng• 17eclangllar Trap'ideng. Rectangular Tfepflrl.g. Raclenguiar Ttapradelg• Reclongular TrpMTdang. Redenrlar R plTdeng• ReotantNlar 7rop/fdong. yo w 1%2X.25 Loadug L.,11.9 Loadn9 LondOg Loadng L.dng Coad g Looding Loed,g Loadrg L-r.g Loafing Loading LaadnO Loafing Loading Loading Loafing o2 2 U Alum.Tubo Tfl - s _MmuDn aka p I as aE a s a a a a a 13 a a a a a a a$ a a a E a a� a a€ a• a s b� s a € s �� a �� s Is 0 421n 111.9 408 129.5 392 932 408 116.5 325 70.0 408 107.8 321 69.0 408 104.4 319 62.1 408 104.0 310 65.0 408 104.0 310 40.6 408 104.0 319 39.9 408 104.0 318 35.0 408 104.0 319 J W 4810 74-9 312 83.8 258 62A 312 73-4 252 53.5 312 67.0 248 40.6 312 03.2 248 41.0 312 01.3 244 37.D 312 01.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23-4 3t2 61.0 244 o to 50.625 In 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 210 31.8 281 49.3 219 20.6 281 49.3 219 22.0 281 49.3 210 20.0 281 49.3 219 LU o 0 5410 52.8 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.6 198 28.2 247 39.4 194 28.3 247 38.4 103 21.9 247 38.1 183 18.8 247 38.1 193 18.4 217 38.1 1B3 M F J C 601n 38A 200 41.2 170 32.0 200 35.4 166 27,4 200 31.6 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 2D0 25.9 157 16.0 200 25.0 168 � J =t 631n 33.1 181 35.3 155 27.6 fat 30,3 152 23.7 181 28.9 149 20,7 181 24.5 146 10.4 161 22.8 144 16.6 151 21.7 1{3 'E 661. 20.0 165 3D.6 142 24.0 165 26.1 119 20.8 165 23.1 138 18.0 165 21.0 134 z U g SI '2 721. 21.2 139 23.3 120 18.6 1J9 18.0 118 16,0 139 17.5 118 d EW 761. 18.9 125 19.7 109 15-7 125 16.8 107 78In 17.5 lie 18.2 104 Z -J .-- Q p N ,- TABLE 113 ANCHOR :APACITYADJUSTMENT FORMULA: < 2 aZ 00 `o Anchor Capacity Table lbs U) � 8og,- ANCHOR CAP.,,,,,.,, Suhelmlo: 2.7k Controls 3.5N Cont. HoiION CMU FOIetl G.IU' PT Wood hlelal (DI?,,,)X( )=ANCHOR CAP.- � MULLION CAP.,,,,,,,,, Anchor Typo: 3llc Eko Ultmcon 114'Eko UIt_ 3110'Ekoh2701b, o Ult- ai�m ko 916'Eko 1l4'8S Ele. fila Sfeel #12 Sleet 012 S(o5 M N Y Anchor Cllp Patterns UlLmcon lor Ulimcon Agire.lor Screw(G5)ft-(G5) screw(os) USETHIS FORMULA TO OBTAIN THE"ANCHOR Epps gslencs Qn): 1' 2-12 1' 2-1r1' rue• 2.12- .3-118' 2' 0.48' 0.51' 0.324` CAPACITY REQUIRED'.CORF7ESPONDWG TO AN V X Q Eml dmen10n): talo• 1-314• 1 34' 1-314' Z• 1-1/4, t-t!4• 2' 1.318' 1JIB' cedes ACTUAL PRESSURE REQUIREMENT FOR THE ¢ Z O 0 2 Amh..@4.75•hfin.O.0-/Standard«()Uet Cap(Fig-1): 3001. 3901. 45016, 8901. 16441. 2801. 351 lbs 74o lbs 3741m 6841. s46lbs3411. 442lbs 560 roc OPENING,WHEN IT IS LOWER THAN THE MULLION 0_ 'O O4 Anchors Q 1-15•Min.O.C.!Slalbmd(or OdscO civ(Fig.2): 4801. 700 lbs WA WA WA380lbs WA NIA WA WA WA 6821. 88560 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED4AnchNs@T Min.O•C./(21245 Angle pips I(FIg.3p 780 lbs 780lbs 6801. 15601. 18901bs 56016, WA 760 ilea 7481. Beat. 1092 its 6821bs 885lbs1120-lbs MULLION.IT WILL YIELDAMINIMUM ANCHOR2Anclum Q0A5'Mh.O.C.l U{21p,Inlo.125'Alum.(FIp.4): WA WA WA WA WA WAWA WA WA WA WA WA' N/A 713 lbs CAPACITY WHICH MAY BE USED TO QUALIFY1 Anci"NFLop(FIg.6): 193 r1), 19511), 725 lb, 4451. 8221. 1401. t77lb, 3701. t071. 3321. 4731. 1701. 221 lb. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2A.chon @ 1.15'Mh.O.Cl1. ffb�0): 24016, 3501. NIA WA WA WA 1801. NIA WA WA NU WA 341 Iles 447.IDs 5601. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: TABLE NOTES: I•R DUCTRBVARD as cnhptlyln6151th tha Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. OundIDANdc SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. TI -FIGURE 3: N I �ltami ads Pr.dud Cnnnnl 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. 2.000' �l I l l I I 11177 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IyV ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED '12� •'•LICGNSF CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED f 3131.: FIGURE4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEAMINIMUM OF.125' I No.58705 • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2•X.125'MULLION THE MATERIALTA 25' .#0&#2 CK AND ANCHO S INTO WOOD MAY BE STEELEXTEND 78 8 S.S.OAT LEAST 10 S.S. SCREW THREADS BEYOND �GA -�c7(1Irr5�TE`OF .• P4 0 'ONAL C��G. A.LYNIJ1�v{I�L�1R,P.E. FL P.E.ii 58705 TABLE 2A �� Mullion Capacity Table Ibsli$ Opening Width(ferver8caly-spalWrg millions)or Opening Helg ht(for hodzontaly3pil mullions) ^ 601 601n 701n 801n 901n 1001n 1201 _ 1401n 1601. � O ri 2 Rectangular y Trajeffri g. Rectangular DeprTdWar ang. Rectangular TrapfIffelg. ReclergTrapRdatg. Reclen9Nar Trap'Tr1ar0. Rec[ar,Wer Trap/Tdeng Reclan0alar Trep'Tdarg. Rectangular Trap/rdarg. RedanpU., TeapRdang. 1 x 2 x.376 Loodlrg Loading Lading Loadbg Loadug Loading Loading Loading .L adire medlar Loading Loading Loading Loafing Loading Loading Leading Loading nY V Alum.Tube �• ., c ,. .. .. �s ,. ., .. t fid•:.. P ., Mullion 8 �� a� �� e �� $ a � �e a� � g a$ s m b is $ 6 5 U) COS LU 421. 170.0 020 170.0 435 151.3 611 170.0 418 1287 661 170.0 601 113.6 112 169.6 618 100.9 662 168.8 517 P. 662 168.9 617 76.7 662 168.9 517 64.9 602 168.9 517 56.7 662 1649 517 J W 48ln 121.8 607 139.0 419 101.4 507 119.2 410 e6.0 507 10&7 403 76.0 507 1028 399 67.6 507 99.6 391 60.8 507 99.0 396 50.7 607 99.0 396 43.4 607 98.0 398 38.0 607 89.0 396 Z 60.625 in 103.7 450 114.6 379 80.4 456 889 371 7d.1 456 90.6 364 64.8 456 84.6 380 67.8 468 81.3 357 61.8 456 80.0 356 43.2 456 80.0 356 37.0 458 80.0 356 324 456 80.0 356 rC o 541n 85.4 400 93.3 336 71.2 400 Bag 376 61.0 400 727 322 53.4 400 07.3 318 47.5 400 64.0 316 427 400 623 314 35.8 400 61.6 313 30.6 400 61.8 313 287 400 61.0 313 0 W oo F- m M .TGy 601 623 324 66.0 276 51.9 324 67.5 270 44.5 324 61.2 264 38.9 324 48.9 260 34.6 324 43.9 257 31.1 324 420 255 20.0 324 40.6 253 22.2 324 40.6 263 19.6 324 40.5 253 r9 C 631n 53.8 204 67.4 252 44.6 294 482 246 38.4 294 43.6 241 33.6 294 39.0 231 29.8 284 37.1 239 26.9 294 35.2 232 224 294 33.5 230 19.2 294 33.4 230 10.0 294 33.4 230 J 681. 4&8 268 49.6 230 3&0 268 424 225 33.4 266 37.5 221 28.2 268 J4.1 218 2&0 268 31.6 215 ZJ.4 260 2aB 272 19.6 269 28.0 210 16.7 268 27.7 208 74.6 268 27.7 209 z co z �• � 72 in 36.0 225 37.9 188 30.0 275 322 191 25.7 225 28.4 log 226 225 25.6 185 20.0 225 23.5 182 18.0 225 221 180 16.0 225 20.3 177 129 225 19.6 176 11.3 225 19.8 176 Ill!P $ W 76 In 30.9 202 320 177 255 202 27.2 173 21.0 202 23.9 170 19.2 202 21.5 107' 17.0 202 19.7 165 15.3 202 1a4 1W 728 202 18.7 160 10.9 202 158 168 9.8 202 15.8 158 J � rcZ 76 in 28.3 102 79.6 168 23.6 102 25.1 165 20.2 192 220 162 17.7 192 79.7 159 16.7 192 18.1 157 11.2 192 lag 155 17.8 192 152 152 til. 14.4 150 8.8 192 54.2 150 ¢ _I t- J r 801 16.5 144 19.0 128 154 144 19.1 120 Z 7 Q O Q Z -11 zz 90 In 15.2 127 15.6 113 LO S MO ei�? TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: w Anchor CavaeltvToble Ibs ANCHOR X Y Y Substrate: 2.7k Cencnele, 3.5k Cone. Fell"CMU Ft QIU PTWued Metal (DP 11X CAP,-)=ANCHOR CAP.- MULLION Al.,,,,- N 5116•Else 1/4-SS Elco 5110'Elco 114'SS Eko 010 Sleet 812 Steel 012 Sten V X Q` O 0 Anchor Typo: 3116'Else Ullrzcon 1!4'Eko UlUecon 3116'Else Uftecon 1/4'Elco UliraconOBTAIN AnchorCllp Patterns umsecar AOOmGala Ul9acon Agpe(lotar screw(G5)scmv(G5) -E.-3 S) USE THIS REQUIRED-CORRESPONDING Edge Distance 6n): 1• 2412• 1' 2-1/2• 3.1/8• r 2-12' r 2-W 2• 3.118• z• 11.4e• 0.54• 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN D-$� Z m0 s:0 Embedenentgnl: 1-314' 1-Y4' 1.3'4• 1314- 2• 1-114•. 1-114• 1.1/4` 1-114• 1414• 1-1/4' 2• 1318' 13/6' fades ACTUAL PRESSURE REQUIREMENT FORTHE �' 6 mIY 2Arwlwrs@4.75'Min O.C.l Slarelard o7OOsel Clip(Fig.1): 390[be 39D[be 45D lb, ISO lbs 16141bs 270IDs 280109 35410s 7401Ds 374[be 6MIM 948 1b, 34t lbs 442 lbs 5Ii01Ds OPENING,WHEN IT IS LOWER THAN THE MULLION o,--1 rc� 4 Anchors @ 1.155 Min.O.O!Standard(or(Met)Clip(Fig.2): 480 Res 700 th. WA We NIA WA 380 Ibs NTAN/A WA WA WA 002 Ws 085 Its 11201bs CAPACITY T WILLROM THE TABLE)OF THE SELECTED 4 Anchors Q3'Min.O.C./(2)245 Arg1 pipsI(Fig.3): 780Ias 7801be 680 roe /56010s 18"WS 54018. 5601bs RW-- 780Ib3 74albs 680 Iles 1892 lbs 682 ms 885 th. uta lra MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Ar,cl,oro @ 0.45'klin.0.0.1 UClip,INa.125•Alum.(Fig.4Y NIA WA WA WA NIA WA NIA WA NIA WA WA WA WA WA 715 lb, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhsr/F-C9p(Fig.5):1 105 the 195 lbs 225IDs 4d51bs 822 Its 135 lbe 140Ibs 177)be 3701bs 1871bs 3711bs a731Ds 171105 21 Ws Igo lbe ADDITIONAL ANCHOR OPTIONS FROM THE 2A.otwra 01.15'k1N.O.C./F-gip(Fig-6: 2401Ds 350 Ills N/q WA NIA WA 100 Ws NM NIA I WA WA NIA 341705 d421Ds 6g01Es ANCHOR CAPACITYTABLE. NOTE:FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUGTRCVISBD FIGURE 1: FIGURE 2: TABLE NOTES: as cmBRly,,With the Plodda BugdlagCodda ��•• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. AacpMnC9Nc !./Js SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. """jjj��---j 1.000' �^- �? O BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. I Alw-w adept uct 0nuol FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F-e 7 FIGURESHOW SUGGESTED,APPROXIMATE HOLE L.OHOLESTO BE DRILLEDINTHE FIELD FOLLOWING ECATIONS.NSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'00D" `\��\\Q *..YNN q�lee ANGLE CLIP MUST BE USED IN PAIRS. L \,\CENSE F.p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD S14ALL BE PRESSURE-TREATED -T No.58705 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' _ (� • THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT r X 2"X.375'MULLION �r - I�I� LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ,w ( �-( THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - •, E OF A.LYNN MILI E'R,P.E. FL P.E.#58705 TABLE 3A ow + Mullion Capacity Table(lbsfie) Opening Width(for veNcally-spanning mullions)or Opening Height(for horizontally-sparring millions) 501n 00 In 70 M. 601. . 901. 1001.' 1201n 1401. ISO 1. �•� p RecLsn IN Ira .e Reel ar Tn dan. Race ler Tre dou pu p'I ng, engW prt g engu p1T asg. Rectangular Trepnifing. Reelanguler Trepr0lang. Rsclargdior Tisp/Tdarlg. Rectangular Tre Mmit. ReUanguler. Dep'Tdong. 11-tanguler TrOp/illang. o:'< 1 X 2.76 X Loading Loafing LoadnB Loading Loadng Inadng Loading Loading Loafing Leading Loading Loafing Loading Loading Loafing Loading Loading Leading S x g .376 Alum.Tube po •- Mullion aI g a a a g a q g a gi q a g a N 421. 170.0 820 170,0 435 170.0 7U 170.0 478 170.0 Bag 170.0 E08 170.0 982 170.0 519 170.0 11+6 170.0 621 170.0 1240 170.0Lu 621 116.7 1301 170.0 521 127.6 1301 170.0 621 111.6 1301 170.0 621 491. 170.0 700 170.0 624 170.0 860 170.0 684 170.0 002 170.0 630 170.0 1131 170.0 661 161.8 1130 170.0 677 138.6 1130 170.0 680 1119 1139 1700 680 97.6 1139 170.0 680 85.4 1139 170.0 680 J W 50.6151. 170.0 747 170.0 563 170.0 896 170.0 671 187.6 1072 170.0 654 118.0 1032 170.0 723 130.5 1632 170.0 747 117.4 1072 170.0 756 879 1032 170.0 756 83.9 1032 170.0 766 73.4 1032 170.0 768 g (Y to 64 In 170.0 797 170.0 612 161.3 907 170.0 ON 139.2 007 164,7 730 120.9 007 162.6 720 107.5 907 146.0 714 96.8 DOT 141.1 710 80.6 901 140.0 709 69.1 907 140.0 709 60.5 007 140,0 709 - m o O CO 60 In 141.1 735 151.6 625 117.6 735 130.3 611 100.8 735 116.0 599 88.2 735 106.2 590 78.4 735 99,6 683 70.6 735 95.1 676 58.8 735 91.0 574 60.4 735 91.8 574 44.1 735 91.6 574 J J { 6313 121.9 665 130.0 670 101.6 668 111.6 657 87.0 668 98.8 -547 76.2 668 90.1 630 67.7 868 83,8 531 60.9 666 79.8 628 60.0 666 76.8 621 43.6 668 75.0 621 38.1 666 75.8 621 Fs 661n 106.0 607 112.4 522 88.3 607 90.1 511 75.7 607 65.0 501 60.2 607 77.1 493 58.9 607 71.5 408 53.0 607 67.6 481 44.2 607 63.4 478 37.9 607 62.7 474 33.1 607 62.7 474 z d'pc m g B s`� 72 In 81.6 610 85.0 143 60.0 510 73.0 i3/ 60.3 510 61.7 426 51.0 610 57.0 410 15A 610 63.3 413 10.8 610 50.0 400 34.0 510 <S.B 402 29.2 510 41.1 399 25.5 510 44.3 399 4n}� 78N 69.4 458 72.6 400 67.6 458 01.7 392 49.6 459 64.1 385 43A 458 46.6 378 38.8 458 44.6 373 34.7 468 41.6 388 28.9 458 37.7 382 24.8 458 38.0 359 21.7 468 35.7 358 J Jca rcZ 781a 64.2 435 67.0 381 53.5 435 66.8 373 45.9 415 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 321 435 36.1 351 29.6 435 34A 344 22.9 435 32.8 341 20.1 435 32.2 340 00 N 41.8 327 d3.1 290 34.8 327 36.4 285 29.9 327 31.9 280 26.1 327 28.3 275 23.2 327 25.7 271 20.8 327 2J.7 268 17.4 327 21.0 262 14.9 327 18.3 268 Q Z N O 961. 34.4 287 35A 257 28.7 287 29.9 262 24.8 287 26.0 246 21.6 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 169 232 N M� W O is 106 In 24.2 227 24.7 205 20.2 227 20.6 201 17.3 227 18.0 198 15.1 227 16.0 t95 17) X S0r3� n III In 22.3 215 227 194 18.6 215 19.1 1B1 168 215 18.8 188 N 1201. 17.6 184 17.9 187 X Q `S 3 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: O 0 Da z wm Anchor Capacity Table lbs g= m0 s.0 /ANCHOR CAP.,g,,,u y Sulattel. 2.7k Conclelo 3.51 Caw. Hall"CMU Filled UALI PTW.W Metol (DP_)XI �=ANCHOR CAP Mattel. sit I Eko 114'SS Eko 6/16•Elco 114'SS Eko Ulo Stool 812 Steel 012 Steel `MULLION CAP.,,,,,,,,,. o a rc-o Anchor Clip Patterns Anchor Typ¢ 3110 Etc Ullneon 114'Eko Ullraem 3'I6'Eko NVecm 1/4'Eko UlVaem Uilracm Aggre6ola Ullracon AgpreOalor Screv(GS)Sr4evi(GS) Scraw(G5) USE THIS FORMULA TOOBTAINTHE'ANCHOR Edge Oislenca 0n): 1• 2-112' 1• 2-W' 3.118' 1' 2-trz• t• 2-1n• 2- 3.118'. 2' 0.46• 0.54• 0.724• CAPACITY REQUIRED"CORRESPONDING TO AN EmDe&nml(in); I-314' +J/b• 1.314' 1-314' 7 1-7A' 1-44' 1-114' 1-114' 1.114• 1dM• 2' i-Vr 1-38' .ries ACT UAL PRESSURE REQUIREMENT FOR THE 2Anceon�41.Whiln.O.C./SlandaN or Ogsel Olp(Ffg.t): 390 lb. 390 lbs 450 lbs 890 It 1644 ft 2101be 280lbs 354 IM 7401bs 374 Has ON lbs 9461b3 311 les 442108 Teo lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AM14MED I.15-hiln.O.C./Slondud(or onset)Cap(FIg.2): 480 ll 1001Ds WA WA WA WA WOIbs WA WA WA WA WA 6820. 88511. 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Ancien.WMin.O.C./(2)2x5 Analo Clips l(Fig.3): 780 lbs 780 lbs 660 It 156016. 16961Ds 5+016. 680 lb. WA 7600>s 7481bs amIh. 1892 It 682160 886@0 1120 It MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 ArehOrs MnO.C./U-CIO.INo.125'Alum.(Fb.4): WA WA WA WA WA WA WA WA WA WA WA- WA WA N/A 7151ba CAPACITY WH ICH MAY BE USED TO QUALIFY 1 Anchor/F4:Op(Fig.S): 195160 19s lhs 22s IDs 44516. 022 IM 135 lbs 140las 177 ros 370 ks tenb. 33216. 473 lb; 170 ks 221 Ibs leo IDs ADDITIONAL ANCHOR OPTIONS FROM-THE 2Amhon @ 1.15'Mb.O.CI Falp(Fig.B): 240Ibs We Ibs WA WA WA WA IDS ibs WA WA WA WA WA 341 In 14216. 58010. 'ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE,SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. \CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24- RODUCf RBVISBD `J camplying,*h the Florlda Buildingccepla Cock^ ' cvcplmtro Na C.J©✓J. FIGURE 1: FIGURE 2: TABLE NOTES: t Z 1.000' r'- l ' 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. diem) ado Produce Control 0-101 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. L.YNN'1y4�7i��, 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21.23. 2.750• P�:• \�CENg4; c$P HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. )1 r No.50705 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 490.WOOD SHALL BE PRESSURE-TREATED 375• Lj' • (�-`�!S .;•!�� FIGURE 4: FIGURE5: FIGURE6: -7- j S'ATE(7F YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' r O THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK 18� GAUGE).STRUCTURAL STEEL TO BEAT 1 ' 'C •'• F P \;� 'X2.75'X.375'MULLION i�C '•.CORID.,.•'G LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 7i(ri$ 0 0 THE MATERIAL.910 8 912 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. /r/7 CONAL.�� A.LYN'IMILLE'A,P,.E: FL P.E.9 58705 TABLE 4A m fig^m p NrNTi Mullion Capacity Table Ib61R° 1s, F5 Opening Width(forenlcaly-spanning mullions)of Oponing Helght(for tv6wn(elysperin1tg nnUllom) ��Uttt LL 501n 601n 701n ao In 901n 1001. 1201n 1401. login O 1 X 2.7fi% Reclengutar TreplU g. RII,Imgular TrepRdang. ftlnnuulnr Tr°IJTdmg. Reclan9utar Tmpri'dang. Rectangular Trep'Tdenp. Raclangdar Tmp?dang. Roclanguim Tm)JTd-no' Rectangular Trop7dang. Rectangular Tmp•Tdmg. 4a ~rc Loafing Lowing Loafing Loafing looting Lowing Loafing LondnO Lowing Loadn9 LOedn9 Loafing Looting Lowing im,[,ng LoadnB LoadnO Loadnp Si Z 860 Alum. Tubo ' x a s aa.. a ac'. a.• s,. a.. a .'.. a n,. .. Z. aInMullionuj3M11 . B g B B RG g a^ eOu �� >os 5 � -� w : a� 20 -5 sIXC421n 170.0 620 170.0 435 170.0 744 170.0 478 17 170.0 500 170.0 992 170.0 519 110.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 168.7 1820 170.0 621 IMA 1820 170.0 521 J w 48 N 170.0 708 170.0 524 170.0 650 170.0 584 17 170.0 630 170.0 1133 170.0 WI 170.0 1275 170.0 077 170.0 1417 170.0 060 141.7 1417 170.0 080 121.5 1417 170.0 060 100.3 1417 170.0 060 �50,6251. 170.0 747 170.0 563 170.0 898 170.0 631 17 170.0 664 170.0 1185 170.0 723 182.0 1286 170.0 747 146.3 1286 170.0 758 121.0 1288 170.0 758 1045 1288 170.0 750 01.4 1286 170.0 750 w o O 54In 170.0 797 170.0 012 170.0 956 170.0 691 17 170.0 754 150.7 1130 170,0 603 133.9 1130 170.0 837 120.6 1130 110.0 858 100.5 1130 170.0 681 80.1 1130 170.0 801 75.3 1130 170.0 861 �001n 170.0 895 170.0 701 148.5 915 162.3 761 12 144.5 748 109.0 915 132.3 735 97.6 gib 123.0 726 87.0 015 118.5 720 732 915 114.4 715 62.8 915 114.4 715 54.9 915 114A 715031. 161.0 630 161.9 710 120.5 830 136.0 604 10 123.2 681 04.9 830 112.2 070 04.4 630 104.0 662 75.9 630 09.4 650 03.3 930 04.5 849 54.2 830 94.1 649 47.4 830 94.1 649 ()w�ce In 132.1 757 140.0 650 110.0 757 118.8 030 8 105.8 824 82.0 757 98.1 814 73.4 767 88.1 000 88.0 757 84.2 000 115.0 757 70.0 597 47.2 767 78.2 581 11.3 767 78.2 591 m � 721. 101.7 838 108.8 552 81.8 810 01.0 510 72.7 030 80.1 530 83.8 638 72.2 521 50.5 836 �.5 514 50.0 830 02A 508 42.4 836 572 500 36.3 830 53.3 407 31.6 630 55.2 497 � J 761n 86.5 571 80.4 498 72.1 571 78,8 468 61-r. 571 67.4 479 54.1 57t 80.6 471 48.0 571 65.5 464 43.2 571 51.8 459 36.0 571 47.0 451 30.9 571 44.8 447 27.0 571 40.5 445 Q 76 in 80.0 $42 83A 474 66.7 542 70,8 465 57.1 542 82.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.6 542 40.6 425 25.0 542 40.1 423 C_4 O 00N 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.0 349 32.5 407 35.3 343 28.0 407 32.1 338 26.0 407 20.6 334 21.7 407 26.1 327 16.0 407 24.1 322 18.3 407 23.0 JIB `� Z 00 06 In 42.0 358 44.1 320 35.0 350 37.2 314 30.7 $50 32.4 309 28.8 3% 28.6 304 23.8 am 28.1 300 21.6 158 24.0 208 17.0 358 2-.0 289 15.3 358 19.2 284 x b+ s W U 1041n 30.1 283 30.11 255 25.1 283 23.9 251 21.5 283 22.5 247 18.6 283 19.8 2M 10.7 283 10.0 240 15.1 263 10.5 237 _ � ti Y Y 111 In 27.8 267 2Cq 8.3 242 23.1 287 2J.8 2J8 198 287 20.6 235 17.3 287 16.3 2J1 15.4 267 10.5 228 _ U X S 1201. 22.0 229 22.3 209 18.3 229 18.8' 205 15.7 229 18.2 202 Q-� Z TABLE 4B - - ANCHOR CAPACITY ADJUSTMENT FORMULA: o -, m0 mo Anchor Capacity Table Ibs ANCHOR CAP.,,,,,,, _ @@@5 S.Wlmle: 2.7E Co.crelo 3.5E Cone. Nellw7CL1U ROed CJ.1U PT Wood Melsl (DP,)X ANCHOR CAP.ac o v. o�°z•� 5116•Elco i!4'SS Eko 5116'Eico 110 8S Eko MICS 912 Sleet g1231ed MULLION CAP.,R.,,,,c Anc.orrypo: 1116'Etco UlUacon 114'Eko Ulaecon X16'Eko Ulbeoon I!4'Ek o Ulbacm Anchor Clip Patterns UlUacon t AggmG0la Ullmem Ag91e0a1a1 Sorevr las)snow(a3) straw(as) USE THIS FORMULATO OBTAIN THE"ANCHOR Edge Distanco On): 1' 2-12' 1' z-12' 3.1/8' 1' 2-I2' r 2-t/2' z' 3.110' 2' 0.46• 0.11• oaz4• CAPACITY REQUIRED"CORRESPONDING TO AN . Embedment n: 1-314• ,1-14' 1-14• 1-/4' 1 2• 1-1/4' 1-1/M1' 1-1M' 1-1/4' f-f/4' 1-1l4' 2' f-XO' 1-16• modes ACTUAL PRESSURE REQUIREMENT FORTHE 2 Anolwro®4.75'M.O.G/SLeMam or Ol(cel Culp(FWA): 390lbs 390 Ib5 450165 8901ME1644K.A 290165 354155 740lbs 3741M ss41W 0461M 341 ros 4421M Zlbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AncMm 91.15'Min.O.0/SkMard(.0ft l)CIV,(Fig.2): 4801M 7001W N/A WA380 IM WA WA WA WA WA 682 lbs 685165 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anahbm®3'MIn.O.C.!(2)2c5Argte pips/(Fig.3); 7001W 780 Ns 680165 15601M 5601M NIA 760 ros 7491M B80IM 1832165 682.05 BBSM11201M MULLION.IT WILL YIELDAMINIMUM AIJCHOR 2Anobom 90.45.7Ain.O.C./UC1ip,Ddo.12b"Afura.(Fig.4 WA WA WA WA WA WA WA WA WA WA WA 7151bs CAPACITYWHICH MAY BE USEDTO QUALIFY f Ancbor/FC6p(FIg.5): 1951be 195 lbs 2251W 445163 e22 1b. 1401W 17710, 370©a 1871M 3321bs 473 1b, 170 ros 2znM 290 fbs ADDITIONAL ANCHOR OPTIONS FROM THE 2A.I,om4➢1.15'MN.O.CJF.Olp(Fq.6): 240105 3W lbs IgA WA Wn7WIM WA WA WA WA WA 341105 4421W 660165 ANCHOR CAPACITY TABLE. RODACPRBVISED NOTE:FOR THE OFT-SET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. URdInng) wMl limo PI°iidc CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. cccpimlc0 No - Lag.Q FIGURE 1: FIGURE 2: TABLE NOTES: _r ; 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Naml ado Prodacl r..... SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS ISALLOWABLE. FIGURE 3: �•,\,��,0\ .........19/��:i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ,•'•\,\CENSE••.• . • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 7� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED j r ,z`(1 1•/y FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM O#.125' - O • S ATE 0 /(/� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).-STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.75'X.650•MULLION �SS .... �C2 THE MATERIAL.1010&#12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S.OR 410 S.S. l��•�• A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A a � r o Mullion Capnotty Table Ibafte) Oponing Width(for veNcely-spenNrp mlIDorls)or Opening Height(for horimniely-spercing mtiiiorlg) 50 In 60 In 70 In 80 In 901n 1001n 1201. 1401. 1601. " O Rattan lar La d Rattan td 4zp'Tdeng. Recta. lu Tr �•.�,jOo }c W NT ang. p W ep?derg. Reclangdar Trap7deng. 'Rectangular Trep7idmg. Raetarrgdar TrepRdang. Reclan9eiar ToplTdeng,- RaderlpWar hep'TdwO. Roolangular TapTdang. ri� rc 1"x3.126"X Loafing Loedn9 Loadn9 Loafing Londrg Loafing Loafing Loafing Loadry7 Loafing Loafing LoadnB Loafing laadng LoadnD Loadn9 Loading Loafing �Y = U .600"Alum x i' p p A x z• a r p p a x a p x' a a a r p p a• a x p '1 2z a r x s o LL Cm Tubo Mutl " M a v 7s.. a is.. 'a a.. s a 'a .. co r � Ido ii 6 - m ` r� . � y s au� 9!y am s� �g si3 g €� 4� 4 i €� e. k. S$ B. € � �� m °� r d �c d 1. So d� Surc 5� dr 421n 170.0 820 170.0 435 170.0 744 17D.0 476 170.0.868 170.0 506 170.0 992 170.0 518 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154A 1802 170.0 521 :J W 46 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1216 110.0 677 170,0 1417 170.0 980 157.7 1577 170.0 000 135.1 1577 170.D 1180 111.2 1671 170.0 680 _ I e U 50.625 In 170.0 747 170.0 663 170,0 888 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1484 170.0 758 141.7 1485 170.0 750 121.6 1485 170.0 756 109.3 1495 170.0 756 W o O 541n 170.0 707 170.0 612 170.0 VA 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 850 124.9 1401 170.0 881 100.0 1401 170.0 861 93A 1401 170.0 681 F � J 60 in 170.0 885 170.0 7D1 170.0 1063 170.0 797 158.5 1150 170,0 876 138.7 1158 167.0 028 123,3 1156 168.5 017 111.0 1168 149.7 010 925 1158 144.5 803 78.3 1150 144.5 803 89.4 1156 144.6 003 J Win 170.0 030 170.0 745 158.6 1048 170.0 850 137.0 1049 165.5 680 119.6 1049 141,7 840 100,5 1049 132.0 830 95.0 1049 125.5 828 7d9 1049 119.3 820 68.5 1048 118.9 819 59.0 1048 110.9 619 U g 64 In 100.8 955 170.0 760 139.0 055 151.3 604 119.1 853 133,7 706 104.2 955 121.4 775 82.0 955 112.0 785 03A 955 100.4 767 69.5 055 09.8 749 59.6 055 98.7 746 52.1 955 68.7 746 Z LU� :4 721n 126.5 803 134.9 897 107.0 803 114.8 082 91.6 8W 100 670 80.3 603 91.2 659 71.4 803 819 649 84.2 803 76.6 642 515 6W 722 032 45.9 803 09.0 626 40.1 BW 69.7 627 5 (n A �Z 78 In 109.2 721 114.1 628 91.0 721 07.0 616 78.0 721 85.1 605 68.3 721 76.6 585 60.7 721- 70,1 586 54.6 721 65.4 679 45.5 721 59A 569 39.0 721 56.6 564 34.1 721 50.1 583 Q 88 U F r d781n101.0 684 105.4 699 84.2 684 89.4 587 72.2 664 78.4 576 63.1 684 70.4 567 56.1 884 64A 558 50.5 684 59.9 551 421 684 54.1 541 36.1 654 51.3 536 31.6 684 50.6 634zN85.6 514 87.9 158 64.8 614 57.3 448 47.0 614 60.0 MO 11.1 614 44.0 433 36.5 514 10.6 427 32.9 51{ 37.3 421 27.4 51< 3J.0 412 23.5 614 30.4 406 20.6 514 28.0 403 aU? Z 0754.2 452 55.7 404 452 452 47.0 396 30.7 452 40.0 300 33.0 452 38.4 384 30.1 452 32.0 37W19.0257 373 228 452 28.8 305 19.4 452 242 359 18.0 452 72.8 355 N Xo36.1 357 38.0 322 31.7 357 32.7 317 27.2 357 26.4 312 23.8 337 25.2 3W 21.1 357 22.7 302BB 16.8 357 18.0 20J 13.8 357 18.2 287 11.0 357 15.0 287 (� CVY Y5.1 338 35.8 308 20.2 338 30,1 301 25.0 338 26.1 208 21.9 336 23.1 202 10.5 338 20.6 28284 14.6 3311 18.3 276 12A 3J6 14.6 273 11.0 330 13.8 268 M U N27.7 289 29.2 263 23.1 289 23.7 259 19.8 249 20.5 250 17,3 289 18,1 262 15.4 289 16.J 24248 11.8 269 128 240 9.B 269 11.4 236 8.7 260 10.4 2J2 U X Q O O e Z (0 U) TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0'0 AnchorCo acl Table Ibs ANCHOR CAP.,R,,,,,, g Suhelrale 2.7A Conc We 3.6XCmc. Hdlo4'Q,IU FNeOCI,IU PTWo0d Metal (DP) )=ANCHOR CAP.,,, 5116•Baa Ag SS Eka 7l1s'Elco U4'se Elco ato stout af25leel a12 SI.1 MULLION CAP.,,,,,,.,, AnchorCllp Patterns Arrcba typo: °J1C Elco UllrDcm v4•Eaoua-con UA2con 3116'Elco Uarxm U4•EIco UNacon AggreGalor Unlacm AggrECEal r Sarentw)sue p') sc-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Mime on) 1' 2-1/2 1- 2.1/2' Mitt, 1' 2-112' t• 2-UT Y 3-1/e• 2' 0.43' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN E.Wdnenl n 1-314' 1314' 13/4' 13'4' 2• 1-114' 1-114' 1-1/4' 1-1/4' 1.1/4• 14/4• 2• 13'8' 13.8• vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchom @ 4.76•Alla O.C./Slawwdaottsel cup Ing.q SW los I 39016& 4M lbs EDO It. IUd lbs 270 ms 2931os 3Sf 0& 7401bs 374 Ibs 6St IDs 91611& 341 bs 442Im 560 fro OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archers @ 1.15.1110 O.C./Simdard(or Oftel)Clip 010.27 400 lbs 7W Ibs IIIA IVA N/A II/A 3El1 Its N/A IUA IIIA IUA IUA 68210& 885Ibs 112010& CAPACITY(FROM THE TABLE)OF THE SELECTED dAMIns®3'I4N.O.C./(2)2t5ArgleCpps/(Flg.S} 7E0 IDS 7TA�S =Ibc 1PP6 rus 51010& 5911th RIA 7601m 748105 680106 1992108 682105 8851bs i12(1I� MULLION.RWILL YIELD AMINIMUM ANCHOR 3Arclna @ 0.45.6110 O.C.I UCtp,Into,125-Alum.(Fig 4y WA IVtuA IUA tUA 1UA IVA nw IVA roA tuA IVA 10731(5 CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArtMr7 FCIIp(no 5} 1951os 106e221be 135 Ns 147101 17710& 3701W 1971bs 3321tx 4731m 17010& 221 too 280105 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anth0a @ 1.16`MiO O.CI FCilp lR0 67 240Ibs 350n!A tl/A iW loa tl/A '1lrA HIA IUA IUA aft lbs 44210& l50lbs ANCHOR CAPACITY TABLE. RODUCIRBViSSD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _ &oomplying wflb the Florida 1111ding Code �}�. F�1.000'�I oocpt6aa No "' I,JJ,O FIGURE 1: FIGURE 2: TABLE NOTES: frn(Im/I.DD1c �20� • O O O 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Aland We Product Control. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125' �� pay ...,n1/✓/ 7�i� FIGURE 3: ��`,•••.... (F 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. Q:. \,10EI4gF Fe O • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. '.•k'� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500" 90.WOOD SHALL BE PRESSURE-TREATED -� '•, /// ' Q' FIGURE 4: (FCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM Gt�IGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' NATE OF .•'•/C/�� -� THICK.STEEL STUDS TO BE AMINIMUM GRADE33AND.SHA THICK(18 GAUGE),STRUCTURAL STEEL 1•X3.125'X.5'MULLION BEAT �i��1•'•�(OR10(', � II Il�fllfll�- I LEAST.125'THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1-VF MULLION) � S •• •••• \�2�� • O O THE MATERIAL 010 8 IA12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. Al, A. RC1` A.LYPi(S/411111 i2,P.E. FL P.E.#58705 TABLE 6A N � N�N k Mullion Capacity 76.670(IbaHl2) Oponing Wldlh(for vertically-spanning muillons)or Opening Height(for hodwritely-sparring mUgons) �r�7><�' 59 In 60 In 701. 501n 90 In 1001n 1201. 1401. - twin k$ o Cs Reotangxar Trep'Tdmg. Reefongw'as TmplTdOng. Reetengulu 77ep77dang. Reclen9Jar Twrrrbng. Rectaniplar Trep710eng. Reelengdar T.pTd.ng. Rwtenguiar TeplTdang. Rcetanputar Tmprtdarg. Recten0elar TmpRden9• ix K 1 x 4 x.125 Lc Iirg Londnp Loadng Loafing Loadng loading Loadng Loadng Load4g Loadmj L-d.O Loading loading Loadna Loading LQdn0 Lwdm Load.g Alum.Tubo .. •d�,. ,. .. .. .� F •a z,. •F.. •u.. �d '�0 .. .' --, of ., •' .F l LL Mullions $�. a a � a a a 4 g� 8 � 8 N 9 B 411t 3 cR c7 3 3 if B m 's K g c E c 2 � `z . E 2 2 f E E c S E E K O 42In170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 606 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 :170.0 621 170.0 1408 170.0 621 145.6 1489 170.0 621 127.6 1489 170.0 621 J LU JLLI 481. 170.0 708 170.0 624 170.0 860 170.0 681 170.0' 092 170,0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 166.3 1303 '170.0 680 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 2, _ 60.0251. 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1018 170.0 684 170,0 1105 170.0 723 160.1 1235 170.0 747. 140.5 1235 170.0 768 117.1 1235 170.0 756 100.4 1235 170.0 766 87.8 1235 170.0 766 LD O$ O 541. 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 770.0 764 154.4 1168 170.0 807 137.2 1168 170.0 677 123.6 1166 170.0 858 102.9 1166 170.0 881 88.2 1188 170.0 801 7T.2 1168 170.0 661 m O 1-' M 601n 170.0 865 170.0 701 166.7 1042 170.0 787 142.9 1042 MIA 832 125.1 1042 148.7 Stfi 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 � � J 631n 170.0 930 170.0 745 151.2 992 163.6 818 128.6 992 144.4 709 113,4 992 13(.0 782 100.8 992 121.4 768 90.7 992 114,8 768 75.6 002 108.4 745 84.8 992 IOTA 744 56.7 992 108.0 744 rL 661n 165.4 947 170.0 189 137.8 947 148.0 786 116.1 947 130.3 769 103.4 047 117,7 752 91.9 047 108.7 738 82.7 947 102.2 727 6a9 947 95.1 713 59.1 947 94.0 711 51.7 947 94.0 711 z c 721. 135.9 919 112.7 737 113.2 849 121.0 722 97.0 "849 106.9 708 84.9 849 08.4 690 75.5 849 89.7 686 67.9 819 82.7 676 56.6 (319. 76.3 659 48.6 849 72.5 652 42.5 819 M.4 651 781n 116.5 762 120.7 665 96.3 762 102.6 652 62.6 762 90.0 640 722 762 80.0 620 64.2 762 74.2 620 67.8 762 60.2 613 48.1 762 62.8 602 41.3 762 59.9 597 36.1 162 69.4 695 J W Z E 781n IDB.9 724 111A 634 59.0 724 94.6 621 76.3 724 62.9 609 60.8 724 74.4 599 59.4 724 08.1 591 53.4 724 63.4 581 44.5 724 57.3 573 38.2 724 64.3 667 33.4 724 63.6 565 901n 69.0 543 71.8 483 58.0 543 60.7 474 49.7 543 52.9 466 43.5 543 47.1 456 35.6 643 42.8 452 34.8 043 39.5 440 29.0 643 34.9 430 24.8 543 32.1 430 21.7 643 30.7 428 Q z N 961n 67.3 478 58.9 427 47.8 476 49.7 419 40.9 478 43.2 412 35.8 476 38.5 406 31.8 470 34.6 400 28.7 478 32.0 395 23.0 476 28.1 388 20.6 478 25.6 380 17.9 478 24.2 376 f- t0 a O ___ U) Nq s0 o� 1081n 40.3 377 41.1 MI 33.5 377 34.6 335 28.8 377 30.0 330 25.2 377 26.6 326 22.4 377 24.0 321 20.1 377 22,0 317 16.8 377 19.0 310 14A 377 17.1LU III In 37.1 357 37.6 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 16.5 357 20.1 301 15.4 •357 17.4 294 1201n 20.3 306 29.8 270 24.5 306 26.1 274 21.0 708 21.7 270 18.3 306 19.2 261 16.3 306 17.3 263 x Q 144 In 17.0 212 172 796 a c r z O O TABLE 6B ANCHOR CAPACITYADJUSTMENT FORMULA: S O s.0 Anchor Capacity Table Ib9 TC 0 eubsfm:e: zak Odprele 3.5k Corp. IlollvvCA1U Fined chtu Prwood Wal (DP,,,)X(ANCHOR CAP..,_,_ CAP.,,, 6'18'Ek. 1/4'88 Elco 6118'Elco 174'SS Eko 810 81eel 912 Sted 9128teel MULLION CAP.,4,,.s4 Anchor Clip Patterns Anobor Type: 311V Elco Uluacon 1/4'Eko Ulbacm 11VEk VIO'EIco U11r.ea 114•Eko Uleocm Aggreaslor UlOacon Aggrerat" 6cmw(05)Scre6•((35) Scre.v(65) USETHIS FORMULA TO OBTAIN THE'ANCHOR Edge DUlance any. 1' 2-112' 1•. 2.112' 3.116• 1• 24120 1' 2.11' 2- 3.118• 2• 0.46' 6.54' 0.324• CAPACITY REQUIRED'"CORRESPONDING TO AN Embedment Or). 1.314- 1.314• 7.314' 1-314'. 2' I-114• 1.1/4- 7.114' 1.114' 1.114• 1-114• 2' 1216• 138' wiles ACTUAL PRESSURE REQUIREMENT FORTHE 2Awbas®MYh1b.O.C.15f8ndNdar0M0ICbp(F1g.182): 3901bs 390104 4501bs 690145 16441.64 7701.64 25010.9 354 m5 740 ms 3741bs VA IM 9401bs 341 ms 442116 5001.66 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ane16ra®2.25-Min.0.47 Sranderd(or Oftel)Up(Fig.3): 700Ibs 700lbz 5110 Ibs 1410ma 952 IM WA 500m4 WA 030 ms WA e09Ibs " WA 6521b. 885fw 1128104 CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Andpm @ 1.16'Min.O.C.I Sland.rd I.,OmeO Up(Fig.4Y 060Ib4 140D lbs WA WA WA N/A 760 Ib. NIA WA WA NIA NIA 13831bs 17701bs 224016s MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Awbw.®3'Min.0.4/(2)265 Angle gips/(FIO.5): 760165 780 Ibs 68016. 15601.64 1896 bs 540 bs 560 lb9 WA 760 lbs 748104 880lbs 1892109 682144 885lbs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY B Anclrom(� wml 0.4/(2)2a5An01e GIps1(FIp.6): 1170lbs 1170lbs 1020 lbs 234DIbs 2644 bs 6101bs 840 lbs WA 1140lb3 11221bs 13201.64 ze38lbs 1022Ibs 1327 lb, Is6o lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Am MB 8y 0.4V hun.0,0./U471p,Irlo.12W Alm.(F1g.17• NIA WA WA WA NIA WA NIA NIA WA WA WA WA WA NIA 1430 lbs ANCHOR CAPACITY TABLE. PRODUCfRBVISBD 2 Anchors Q 2.25'MIn.O.CJ F-L71p(Fig,8): 3501bs 350104 290 Ibs 705 bs 4]6 Ib. WA 280 bs WA 315 ms WA 440 b9 WA 111 ms 442 He 560 ms o wmply(ng of the Merida 4AncMn®1.15•MIn.O.CJ FCDp(F h.9): 480 bs 7001b4 WA WA WA NIA 3801b4 WA WA WA WA WA 662Iba 83511p 112016. BUIldhaSODde �� 1.000' A4•xplmlco No NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �I r pgr� �a TABLE NOTES: dlaml bade Product Control FIGURE 1: FIGURE2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11111 1 11 17 71 • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �p'A(,LY NIV ......, • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • • • • • 4.000' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES x: No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,FIGURES SHOW -_ - ,x FIGURES: FIGURES: FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - (�(. '- • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED -• 5'r fE A/ CONCRETE • • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' `�O.c�••S p p • \mac COR1D„ SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'THICK STEEL :��5 C\G� 'STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK J/ /ONN, 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,810& 7•X 4'X.125' A.LYNt`I MILrL�R sP.E. 812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - MULLION FL P.E.B 58705 TABLE 7A • n(A+ Mullion Capacity Table Ibs71t2 �,nL7x Opening Width(forvertically-5poreft m011ore)or Oponing Height((orhori$orkoliy-sponning m15lions) 1cu!7 9C< 50 fn BO In 701. s0 in 90 In lob in 1201n 1401. 1601. Lr " O Rectangular TrapRdeng. Ree1en071ar TrapNlarg. rR7%4%.576Loafing Loafing Leading Loafingding Loading Loadno Loadln9 Loafing Loading Loafing LNdng Loadlrg Loadng Loading Loading Lwdng LftAlum,Tube&„T° -aac' � a a 0.,. o a.. pa,. a.. i us..MwuoR s Na 1,g $ 6� 6� t� 6 S8 6 §E 6 Is 6� § 6 8$ 6 5 6� t 5 421n 170.0 620 170.0 435 170.0 744 170.0 478 868 170.0 600 170.0 992 170.0 619 170.0 111e 170.D 521 170.0 1240 170.0 621 170.0 1468 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 621 -4 W 481. 170.0 708 170.0 624 170.0 650 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 680 151.8 2024 170.0 680 _ 50.025 In 170.0 747 170.0 603 170.0 090 170.0 031 17D.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1703 170.0 766 166.0 1919 170.0 760 136.6 1918 170.0 756 Q n o 641. 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 856 159.9 1799 170.0 881 INA 1799 170.0 061 120.0 1769 170.0 881 m M 0 60 In 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 996 155.5 1619 170.0 1033 t29.6 1618 170.0 1063 111.0 1619 170.0 1063 87.2 1619 170.0 1003 J J 631. 170.0 930 170.0 745 170.0 1116 170.0 (150 170.0 1302 170.0 040 170.0 1488 170.0 1016 166.7 1612 170.0 1076 141.0 1612 170.0 1122 117.6 1612 168.6 1168 100.7 1642 167.9 1167 80.1 1612 167.9 1167 � O 661n 170.0 974 170.0 769 170,0 1769 170.0 903 170.0 1364 170.0 IOD2 160.6 1472 170.0 1066 142.8 1472 168.8 1148 128.6 1472 158.8 1130 107.1 1472 147.6 1108 01.6 1472 146.0 1104 NO 1472 148.0 1104 z (ng B 3. 721. 170.0 5063 170.0 870 110.0 1275 170.0 1009 150.8 1320 166.2 1101 132,0 1320 149.9 1082 117,3 1320 137.8 1066 105.8 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 88,0 1320 112.6 1012 W0. '3 761n 170.0 1122 170.0 937 149.6 1184 160.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 978 99.7 1184 1153 964 89.8 1184 107.5 952 74.6 1184 97.8 935 64.1 1184 93.1 927 58.1 1184 92.3 025 J (n m Z Q J 't 78 in 188.1 1724 770.0 907 736.4 1124 147.0 885 118.8 1124 128.0 947 103.8 1124 115.6 901 82.3 1124 105.8 810 83.0 1124 90.e 800 09.2 '1124 89.0 090 69.3 1124 8/.3 861 51.0 1121 83.2 978 •J .- ,- 901n 108.1 844 111.5 760 90.1 844 94.3 736 77.2 644 82.1 724 67.0 644 73.3 712 60.1 644 68.5 702 54.0 044 61.4 693 45.0 844 542 are 38.6 844 60.0 668 33.0 844 47.7 0G2 Z Q N O _ Q Z 961n 89.1 742 91.5 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.8 631 49.5 742 51.1 622 14.1 742 49.8 614 37.1 742 43.8 600 31.8 742 39.6 590 27.8 71x 37.6 684 H C7 _80 p� 1081n 62.6 586 63.8 530 62,1 588 63.8 521 44.7 5B6 46.6 513 39.1 588 41A 605 34.6 686 37.3 498 31.3 588 M.2 492 26.1 586 29.8 481 22.3 686 20,6 472 19.5 686 24.7 466 ill N 57.6 655 68.8 603 48.0 655 49.5 495 41.2 555 42.9 487 36.0 555 38.0 48D 32.0 656 34.2 473 26.6 555 31.3 467 24.0 555 •27.1 457 20.6 655 24.3 446 10.0 555 22.4 442 (y Y 1201n 45.6 476 48.4 433 38.0 475 39.0 425 32.8 476 33.7 420 28.5 475 78.8 414 25.3 475 26.8 409 22.6 475 24.6 404 18.0 476 21.1 395 18.3 475 18.7 307 14.3 475 17.2 361 U x Q 1441. 28.4 330 26.7 305 22.0 330 22.4 301 10.0 330 19.3 297 18.6 330 17.0 203 d„s' Z 0 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: g u m 0 r,0. Anchor Capacity Table Iba e�m� ANCHORCAP.,_,,_ SuWMW 2.7k Co lelo 3.5k Gallo. Hdlow CMU FIOed CMU PT Wood Alelal (OP„)X( )=ANCHOR CAP.,,,, S•16•Elco 114'88 Eko 6116'El. 1/4•SS Eko 910 Steel H12 51,11 112 Ind MULLION CAP.,ks,,,. An-horType: 3110•Elco UlBecon t!4'Eko uleacon Uluacon y16'EIco UlBtton 1!4•Eko uluecm AggmGator ultmoon ApgfeGator ...(05)SOMW(35) Sa(aw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns Edge Dislence On), 1' 2-12' 1' 2.112• 3-118• 1' 2-12• 1' 2-12' 2% 3.118' 2; 0.48• 0.64' O.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment On): 1.314' W4' t-3/4' 1 14' 2' 1-114• 1-114• 1.114• 1.114' 1-114• 1.114' 2• 1.116' 10./8' Cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchom Q43V Min.O.C./Slendud a Oesel Clip(Fig.182): 3901. 39D Ibs 450 IDs 890 ft1044lbs 2701. 2a01bs 354 lbs 740®.9 3741bs 6641. 9461. 3411,5 442103 5661. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhom Q2.2SMN.O.C.I Standard(ororzel)CUP(FIg.3Y 7001bs 700763 580 lbs 14101. 9521. WA 5601. WA 630•, WA ONIb3 WA 682 lbs 805163 1120 lba CAPACITY(FROM THE TABLE)OFTHE SELECTED . aAmha,3Q1.15-Min.O.C.16I.ndwd W OF-1)CUP(Fig•47. OBMI. 14001. WA WA WA WA 76016. WA WA WA WA WA 13931bs 17701h 224011,3 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anch-Q 3.1411 D.C.1(2)235 Angle CUP,I(Fig.5):l 700lbs 780 ms Geo lbs 15601. 18961bs 54D W 660 lbs WA 760 ms 74811,3 6801. 1892 lbs 682 Ibs 8651. 1120 lb, CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anctws Q X b1In.O.C./(2)2a5AWle Cops l(Fig.67• 117011,0. 1I701bs 18401. 2340163 284411,3 BIO Ns mo 166 WA 114011,3 11221. 132011,3 28381. 1o221bs 13271. 1680 i. ADDITIONAL ANCHOR OPTIONS FROM THE 4Anctws®0.45'k1in.O.C.l U471p,Nto.125'Alum.(F1,.7): WA t0A WA 'WA WA WA WA WA WA WA WA WA WA N!A 7430103 ANCHOR CAPACITY TABLE. RODUCtRElVISIID 2 Anchors Q 2.25'Mh O.CJ F401p(Fig.8): 350 ft 350 ms 2901. 70510s 476 Ibs N/A 2a0I. WA 315 Ns NIA 440 to$ WA 341 IDS 492109 5007. a 1'eroplyinB%3116 the FIa41da 4 Anchors Q 1.15'MU L O.CJF471p(Fig.0):1-4801. 700 IM WA WA WA WA 3801. WA WA WA WA NIA 6621. W5lba 11201. ugdlag Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Aatrolentro pfmUon loo --� 1.062' f` 1.000' r-- • n l TABLE NOTES: 4iam1 ade Preducl Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES 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. • • • • • • : [FL] Y•ILY... •,2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �`Z`ON' ' 1.... Y&3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' � 71': ••:t SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' NO.58%05 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - tISTAT FIGURES: FIGURES: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND ; ) TFF •(VROUT-FILLED SSURE-TR CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM INU WOOD SHALL BE ;U [4/: • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH ANSOOFO.SS.ALUMINUMSHALL BE ;;°�•'•,F<oR(or,.••G��'� 6063-T5 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' 376' .375' �i SS '•.. C� THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT(EAST.125'THICK AND A36.ALL ANCHORS -F ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910&#12 1'X 4'X.375' I 1'X 4"X.376' ALYN��IR,P.E. ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T'-MULLION M .ILLION FL P.E.#58705 TABLE 8A mngh Mullion Capacity Table pb87g2) oeningWldlh(for verticalllyspardrigmultons)or Opening Height(for hori;orlelly-spenrigmullions) a! Sa 601n 601n 701n 601n 90 In 1001n 120 In 1401. 180 In O Rectangular Traprldang. Rectangular Tropridang• Roclangular-""I apRdeng. R.Ungul. TraprW,n Roctanoar Tm"ang. Rectangular 'Imp'illan0. R.I.n8ular .Troprmang. Rectangular Traprtdang. Rxtargular TreprT&n9. a 4: 0o rc tt 1.26"% Loading Loading Loa4n9 Loading Lead g Loading Lc daa Loadng Load g L-Dg Loading Lmdna Lezdng Coaling Lmin. LoadnO Loading Loadug o� _ 3.188"x .265"Alum '� .. �a,. ,. 'u,. v ,. Al a F .� .� F � Tubo Mull •a >�a a &NA a ab s a� ag � g� a " a ao 8 a 8 8 8 a- 8 a- 8 8 a 8 8 8 9 a a a a 8 a 8 a 8 a c9 a a s go 59 h: `sg Is b s bE € b? gg b� 5� b� b� sg b• 9 b §� b� s be s� � �� b5 s� rc z s� re � 0 W 421. 170.0 620 170.0 435 170.0 744 170.0 478. 170.0 860 170.0 SM 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170,0 1488 170.0. 621 170.0 1735 170.0 621 151.6 1769 170.0 621 J W 48 In 170.0 708. 170.0 624 170.0 850 170.0 684 170.0- 002 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 110.0 690 164.8 1548 170.0 680 '132.7 1616 170.0 680 116.1 1648 170.0 680 T 50.625 In 170.0 747 170.0 553 170.01 896 170.0 631 170.0 1046 170.0 684 170.0 1165 170.0 723 170.0 1345 170.0 '747 187.0 1 1488 170.0 750 1 139.2 1460 170.0 7500 119.3 1468 170.0 766 1 104.4 1468 170.0 766 Of� co UU 0 64 In 170.0 797 170,0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170,0 1275 170.0 803 163.1 1376 170.0 837 146.8 137fi 170.0 856 122.3 1376 170.0 881 10{.8 7378 170.0 881 81.7 1376 170.0 861 ()] M 6010 110.0 885 170.0 701 170.0 1063 170.0 797 158.8 1158 170.0 878 139.0 1168 167.4 930 123.6 1158 156.8 910 '111.2 1168 150.0 912 92.7 1158 144.8 905 70.4 1158 144.8 005 695 1158 144.8 905 F W (D J _ J 631n 170.0 03D 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 862 120.1 1051 142.0 84B 1D83 1051 132.3 837 98.1 1051 125.7 gag 80.1 1051 119.6 822 68.6 1051 119.1 821 60.0 1051 119.1 821 661n 167.1 957 170.0 789 139.3 957 151.6 835 119.4.057 134.0 79D 104.4 957 121.6 777 92.8 057 112.8 767 83.6 957 ID6.6 759 69.6 957 100.0 750 69.7 957 98.0"11157 98.9 740 Z J z al 2 u 721n 128.7 804 135.2 698 107.3 804 115.2 684 01.9 804 101.3 671 80A 004 91.4 660 71.6 904 84.1 650 94.4 904 76.8 643 63.6 804 72.3 633 46.0 8114 69.004 69.8 620 ? �6 �W J 701. 109.4 722 114.4 630 91.2 722 97.2 810 78.2 722 85.3 606 60.4 722 76.7 696 80.8 722 70.3 688 64.7 772 66.6 680 45.0 722 69.6 b70 78.1 722 60.7 ?2 66.2 604 J' o!Z Qto V 76 In 101.2 685 105.6 600 84.4 685 69.6 5138 72.3 685 78A 577 63.3 685 70.5 506 55.2 665 54.5 560 50.8 055 60.1 653 42.2 655 64.3 613 36.2 055 51.405 50.7 536 9St 65.9 515 68.0 457 54.9 515 57.5 449 47.1 515 50.1 441 41.2 515 443 434 38.6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5515 29.1 401 � X( Z961. 64.3 453 65.8 104 45.3 453 47.1 397 38.6 453 41.0 391 33.9 453 36.4 385 30.2 *33.0 27.2 453 30.4 JT4 22.0 453 26.6 308 19.4 463 24.3453 22.9 356 F 00 m 000 u� 00 tOB In 38.1 358 39.0 323 31.0 358 32.0 318 27.2 368 28.4 313 23.8 358 252 308 21.2 f9.1 358 20.8 300 15.9358 18.0 293W1f11n 35.1 338 35.8 SW 29.3 338 30.1 301 26.1 338 28.1 297 22.0 338 232 293 19.6 17.6 338 19.1 285 O' X 120 In 27.8 200 28.3 264 23.2 200 23,0 260 19.9 290 20.6 256 WA 290 182 253 16.4 U M ¢ O Q 1441. 18.1 201 18.3 180 Q 0...� Z TABLE BB a ''O s0 ANCHOR CAPACITY ADJUSTMENT FORMULA: - x �"of AnchorCe act Tabla(lbs) ANCHOR CAP.,,a,,,e Sur612ie: 2.7NCOOtrtie 3.5ACant. 11,000v0.1U Fined CAW Prt'rmn AINaI (DF,a)X( >=ANCHOR CAP.,,, 5'16'Elco 1/4-SS Elco dl6'Elco 1l4'SS Elco 910 S1cd 912SteelLO3-24" MULLION CAP.,,,,,,,.,, AnchorCllp Paltomo Mchcr Typo- YIC EIco Ullracm 114'Eko Ulllacon U11mcon 3-19*Elco Ullman V41 Ella Ultracm AggeGalor Uilacm AD2re0alor SMW(G5)Sr/l3Y(G5) USETHIS FORMULA TO OBTAIN THE'ANCHOR Edgo Win=on) 1. 2.12' 1° 2-1z 3-1/6' r 2412• 1• 2412' r 3418• 2' 0.48° 0.541 CAPACITY REQUIRED'CORRESPONDING TO AN Embednmt n j 1314• _ 13'4' 1314' 1_� 2- 1-V4' 1-V4' 1-1/4" 1-114' /-1/4' 1-114• T Use tare' ACTUAL PRESSURE REQUIREMENT FORTHE 2Mchor3Q4.75'14f80.C.ISlandaNa0r.t Cllp(Rg.1): OWIb 390105 450Ibs 630 Im 1116441Ds 210IM 280 Its 351 Ibs 740 Its 374 lbs 664 Ila 0161bs 341 lbs m 6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amh0 Q1.15'NIa O.C.I Slandard(or O(MI)alp(Fig 2) 48D It, 7001b5 IIIA iUN NIA IIIA 38D IbS t/A ILIA IIIA IVA IVA W21bs 1an CAPACITY(FROM THETABLE)OF THE SELECTED 4A1CMrs 03-GIIn.O.C./(4)215 Angle OBps/oft 3) 7001M 760Ir4 6501M 1560110 1M 1b, 0,10 IDs 660 it. 11A 7601m 743Ibs Seg IM 1092 roe 602Ibs Ibs MULLION.[TWILL YIELD A MINIMUM ANCHOR 4ArcbRe0.45'Alln.O.C./U4:Bp,Int0.1264Nurn(Fig.4) IIIA IVA IIIA IVA H/A IVA IVA IIIA IVA NIA IVA IVA ' IIIA Ra CAPACITY WHICH MAY BE USED TO QUALIFY 1ArchorlFGip 9lp.S) 19SIbs 1051M 2251M 445 lbs 822'Its 135105 140108 17/105 37010s 187105 332Ibs 473 a6 17005 06 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Mcron 1.1 C Afln 0.01 F4711 00.6' 240]a 350105 IIIA WA II/A' tI/A 1g01M II/A IVA IIIA IVA IVA 111 Ibs 08 ANCHOR CAPACITY TABLE. PRODUCTREVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, Be(ldlt gra�jrloff Aoaytoneo No - (�l FIGURE 1: FIGURE 2: TABLE NOTES: E 007 B). • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Niam We Product Comm ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ��1 N� LYNN FIGURr 3: ........... 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'188• \,10ENSF'••�F9 ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Q' CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 71 NG.58705 BE USED 265' ` 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 FIGURE 4: FIGURES: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE { :�� I S"A7-E OFf J '•�Z' • 6063-TS AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND T p � 1.25'X 3.188'X.265'MULLION 7.ORIOIP,.'' . • e e .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST-125-THICKAND A38.ALL (1.1/4•VF MULLION) 70 • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �/ p • k10&1112 ANCHORS INTO WOOD MAYBE STEEL,18-S S.S.OR 410 S.S. A.6 NNl y}-[CLELW cP.E. FL P.E.#58705 TABLE 9A ® � N Mullion Copec[ty Toblo(Ibelft2 Sr�js Oponln0 Width(forvortle88y-spsnnlrg mullions)oroponing Height(for Ilorizontallysparrdn0 mllGons) x Soh SO In 70 In 901n so In too in ` 1201n 1401. 16014 22.0 O ftTrop•RI.ag. FW-plot Tr.pNdnw, fA.WWkr Trop'Tdmg. Rcelengu{ar T.prrdan0. R.clvn9alar Tntp?dano. R.vlon2utvl ir.prnfmg. Recten214 TnpTdan7. Rxtvn931ar TIvp/01an% Racdn9War T.P'rde V. C; F: 1.26x326 L.3dlg Lading Loadng Loading Loading Ladng Leaft Loafing Lading Loafing Leering Loading Ladle Loading L. Loading loading Loafing o ,moo w x.100 ^o= Z O Alum.Tubo .;^ .a^ _ L' .;ug _ `_ _ _ b'_ _ B _ L#•� _ _ _ �jj ,• Tj � � Mu(llon 's dip 's i d d dip d dtY i 2 3 2k m W Z (Q 421. 170.0 620 170.0 435 170.° 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 621 153.3 1118 170.0 621 127.7 1118 170.0 521 100"6 1118 170.0 621 95.8 1118 170.0 621 O 481n 170.0 708 170.0 624 170.0 850 170.0 584 167.6 918 170.0 630 146.7 978 170.0 661 130.4 918 170.0 677 117.3 978 170.0 680 97.8 978 170.0 680 83.8 078 170.0 080 73.3 978 170.0 680 J W 50.025 In 170.0 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 684 131.9 927 168.6 708 117.2 827 MA 699 1055 927 156.3 696 87.8 927 158.3 695 75.4 921 156.3 695 65.8 927 166.3 695 = Z 54 N 170.0 781 170,0 012 154.6 809 170.0 691 132.5 869 153.9 083 115.9 689 141.8 669 107.0 069 131.0 660 82.7 869 129.8 851 77.3 869 129.8 652 66.2 869 128.0 652 67.9 8fi9 128.8 651 LU 0- 0 FA N 143.2 745 153.8 634 119.4 748 132.3 620 102.3 746 117.8 608 89.5 718 117.8 699 79.6 746 101.0 592 MO 748 96.6 6B7 59.7 748 97.3 503 51.2 748 93.3 583 44.8 740 93.3 683 m O ~ (� J 63 N 123.7 677 132.0 670 103.1 871 113.2 568 60.4 677 100.4 65S 77.3 877 91.4 548 68.7 877 85.2 639 61.9 677 81.0 534 61.8 877 77.0 629 d4.2 877 76.7 629 38.7 877 78.7 629 F- J c 68 N 107.0 817 114.1 670 89.7 617 97.8 518 78.9 817 88.3 60A 67.3 817 78.3 500 69.8 817 72.8 491 618 617 68.7 489 44.0 817 81.1 dei 38.4 617 83.7 481 33.8 617 83.7 482 a J 72b 82.8 61B .87x1 d50 68.1 618 74.2 440 69.2 61B 85.2 472 61.8 618 58.8 125 40.1 518 54.2 419 4fA 518 60.1 414 J/.5 $18 46.0 408 29.8 518 45.0 105 26.9 616 45.0 d05 ? J� U� 6 70 h 70.5 465 73,7 106 56.7 485 62.8 390 50.3 465 54.0 390 U.1 485 49A 381 39.2 dF5 d5.3 378 352 465 12.2 374 29.4 465 7B3 387 25.2 465 38.5 381 22.0 485 78.2 363 J W fi =e Z 78N 65.2 411 68.0 3B7 64.3 461 67.7 379 <6.6 441 50.8 372 40.9 d/t 45.d 366 36.2 441 41.6 3B0 328 4d1 38.7 356 27.2 141 Jl9 319 27.3 d41 33.1 348 20.d ddi 32.7 345 90 h 42A 332 43.0 29S 3SA 332 37.0 289 30.3 332 32.3 284 28.6 332 28.8 �280 23.8 332 26.1 276 212 332 24.1 272 17.7 332 21.3 268 16.2 372 10.6 262 13.3 332 16.7 260 < O8 h 35.0 201 35.0 200 20.1 231 30.3 2SO 26.0 201 20.4 2b2 21.0 291 23.6 248 IBA 201 21.3 244 17.5 201 19.6 241 14.8 201 17.1 238 12.5 201 16.6 232 Z 7 ¢ N O ISO in 24.6 230 25.1 208 20.5 230 21.1 205 17.5 230 18.3 201 15.4 230 16.2 100 Ia-' --Z W O 4n 90 1111. 71.8 218 23.1 197 18.8 218 19.-0 194 18.2 218 188 101 14.1 219 11.9 IBB N O o` 120 in 17,9 1to 87 18.2 170 14.0 187 15.3 167 x Y Y 0 � <if U N a 0 0 C- Z>Or0 TABLE 96 pother Capacity Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: SW51m10: 2.7KCoflotele 3or Cerro, NdIOn CM1U FIIIm Gau PT Wood WWI ANCHOR CAP.,• '- d n:'3 (D1I-)X( >=ANCHOR CAP 1/4- 6kd 012Sted MULLION CAP.,,e,,,,, Anchor Clip PStternO Arclwr Typo: 3/18'Eiw Uluacon 1/4*Elco Ul3acen UBraoon 3'f6'Elw Ulirsom 114"Elm Ullmcon Ao9mOala Uivacon AOOeOafor S"(05)Scraw(cs) screN(GS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oki...on): 1• 2.112' 1' 2-117 3.118' 1• 2.112' 1• 2-1R• 2- 3.116• 7 0.46, 0.54• 0.32d' CAPACITY REQUIRED•CORRESPONDING TOAN ' Embedment(in): 1-314' 1.314' 13'4' 1-314' 2- 1-1/4' 1-114' 1414' 1-1/4' t-114' 1.114• 2' 1-3/B• 1-318• wries ACTUAL PRESSURE REQUIREMENT FOR THE 2Amb..@4.76'M1in.O.C./Studd or Offset Clip(Fig.f): 390 lbs 300 R. 450 lbs 89016s 16441os 27076s 280 ft 354 Its 740 Us 374 1b. 664@t 94616s 341 bs 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'MI in.O.C.I61and3rd(or Offset)Clip(Fig.2L 480 to. 700 bs WA WA NIA WA 380 lbs WA WA WA WA WA 682 las 8651bs 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Ancbtto@3'MIn.O.C./(2)NO Angle Up1/(Fig.3): 700IW 7001W am ib, IWO Ib0 IWO1" 640 Ob. 560lb3 WA 760@0 748 1b, Sao Ino 100216. 692 b. 9851b. 1120 lb. MULLION.[TWILL YIELD A MINIMUM ANCHOR 3 AmMrs @ 0.54'Min.O.C.I U.C4ip•Into.100'At=.(Fla.4), WA WA NIA NIA NIA WA WA NIA NIA WA WA WA WA WA 0501us CAPACITY WHICH MAY BE USED TO QUALIFY f Arxlwr/FLlip IFIg,5): f951bs 19511, 2251os 4411b 8221. IM Ibs 1401bs 177 It 370Ibs 107lbs 3321bs 473 its 170 lbs zz1 Itis 2801ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 ASO-@ 1.15'hi-O.C1221p(Fig.0): 24011, 350100 WA WA R.I. WA 10011, WA WA WA WA WA 311 bs 442109 500119 ANCHOR CAPACITY TABLE. RODUCf REVISED scamplyu0df ggO�od. �OFlorid° 9 4- FIGURE 1: FIGURE 2: TABLE NOTES: -1'260• coop18nco N .01p 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION limitab de' S-I l Control ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. (1111111 _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��v >V LYNN /i/ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' �`�a� �10ENSF.'•,FAQ ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �•' • • . . CLIP MUST BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. >'4 140.58705 'T� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL '100• ''•.C�ib `S :: - BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEC) S ATE O • 6063•T6 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :T�'•.,rCOR1O1',•'•��\;` O e S .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK AND A38.ALL 1.26'X 3.25'X.100' SS/ Gr\ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /1 • ilio&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. MULLION A.L%41N MI11ILL}2,P.E. FL P.E.#58705 TABLEIOA WNgq;n Mullion Capacity Tablo ObsIR1) x.3a OponingWdth Qorvddica6y-sponningmllliofls)orOponing Helght(forb,dzoriallsponnIr%JmWions) xq 0 50 11 Coln 70 in BO In 90 in 100 in 120 in 1401n 16011 i �� p 126%316 Reclangder Trapririang. Rectangular Trop/Tdang. Reclangufat Trap/Tdang. Rmuilubt Toe .O. Recla,9dar Topfrdan0. M,ungdo Tmpft 9. Raclangoiat Tmpfrdan9• Racreng lv T,,prrdang. Recisn9der TrapMl.n9. Leafing Loading Lw.n. Le"CI loading Loafing LeaSng Lowing laadug Lea&ng Leading Lalling Loading Loading Loading Loading Leading LoedN S= U X -624 Alum.Tube .n .uF,. .�• 5,. '` .. .. •8 5-, .F .OF,. 'H 'E,. '8 'S,. .• .5 ,. fi •§., •5 Al .�'� .g .E� .S .. •§• •1� rd] v ,`• ai u u u v v.. uu' v v u v a r" r` s e s 2 8 s.� k.0 `-• r• •5 S6 $ € g 1- 's �',. s9� �� a9+ 5'u € .`e' '� v9 5•� u 5 �� e6 '4u '2q 5'Fr s, 5 �< 5'u 5 13 5 2. 43 5'u 5•i t. �'9 z llj �A xe �� f� �a 421, 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 110.0 1408 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 621 J W 48 in 170.0 709 170.0 626 170.0 BSO 170.0 584 170.8 992 170.0 630 170.0 1133 170A 661 170.0 1275 170.0 677 170.0 1411 170.0 680 1TO.D 1700 170.0 600 169.7 1979 170.0 680 148.5 1979 170.0 too J = 50.626 in 170.0 74r 170.0 663 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 727 170.0 1346 170.0 74T 170.0 1491 170.0 756 170.0 1793 170.0 756 1526 1877 170.0 766 137.6 1811 170.0 756 $ O 57 in 110.0 TOT 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 B03 170.0 1434 170.0 837 170.0 1694 170.0'. 956 156.4 1769 170.0 861 INA 1769 170.0 861 117.3 1769 170.0 661 co O 1- 601n 170.0 885 170.0 701 770.0 1063 Ii0.0 797 170,0 1240 170.0 070 170.0 1417 170.0 974 141.1 1511 170.0 998 USA 1511 170.0 1033 120.0 1511 170.0 1063 107.0 1511 170.0 1063 00.6 1511 770.0 1067 � F C) tD J 63 in 170.0 930 110.0 745 170.0 1116 170.0 050 170.0 1302 170.0 940 156.6 1370 170.0 1015 139.2 1310 170.0 1076 126.3 1310 164.0 1082 101.4 1770 155.9 1072 09.5 1370 1657 1070 18.3 1370 165.3 1070 � W � o 661n 170.0 974 170.0 709 170.0 1169 170.0 903 155.6 1248 170.0 1002 1362 1240 150.6 1013 121.1 1240 141.1 1000 108.9 1248 179.0 989 90.0 1240 138.4 978 71.8 1248 129.0 916 68.1 1218 129.0 976 Z U)z �• 72 in 167.8 1039 170.0 878 139.9 1049 150.2 092 119.9 1019 132.1 876 1013 1W9 119.1 860 93.2 1019 109.7 848 03.9 1019 102.7 830 69.9 1049 94.7 826 69.9 1019 91.2 820 62.4 1619 91.1 020 jW 0 76 in 142.7 941 149.1 BM 118.9 941 126.0 805 101.9 941 111.2 791 09.2 941 100.0 777 79.3 911 91.7 766 71.4 941 85.6 767 59.5 961 71.6 711 51.0 9f1 14.0 731 44.6 9fl 73.3 736 J v rcZ 78 in 1]2.0 691 177.6 707 110.0 094 116.9 767 91.3 897 102.4 763 82.6 094 91.9 740 73.3 891 81.1 730 66.0 897 78.7 721 65.0 84! 70.7 707 67.1 891, 67.0 701 41.3 891 66.1 698 Q < 7 901. 65.9 671 08.7 596 71.6 671 74.9 685 CIA 611 65.3 575 53.7 671 60.2 666 47.7 671 62.9 569 43.0 671 48.8 551 35.8 671 43.1 639 30.7 671 39.7 531 26.9 671 37.9 $26 Z (NO Q N p 9611 70.8 590 72.0 627 69.0 690 61.6 618 60.6 690 53.4 509 16.3 590 67.6 602 39.7 690 13.0 494 35.4 590 39.6 408 29.6 690 3L7 417 26.3 5911 31.6 669 22.1 590 29.0 661 F X 4 Z 1001. 49.7 466 50.0 421 41A 466 42.8 414 35.6 466 37.1 409 71.1 466 32.9 402 27.6 466 29.7 396 24.9 466 27.1 391 20.7 666 23.6 302 17.8 666 21.2 375 16.6 466 19.6 370 N-0 o'O o'er Min 45.0 441 46.7 400 38.2 441 31.3 393 32.7 441 34.1 387 28.6 441 30.2 392 26A 441 272 376 22.9 441 24.9' 372 19.1 441 21.6 353 16.1 d4i 197 356 id.3 461 17.8 751 W ('� 12011 76.7 378 36,9 316 703 378 31.0 339 25.9 378 tag 336 22.7 378 23.1 329 20.1 370 21.3 325 18.1 376 19.5 321 16.1 378 16.7 311 X (1) 1441n 21.0 262 212 242 17.5 262 17.8 239 15.0 262 153 236 V N Q O O Q..� d� Zm0go TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA:- �'S AnchorC opacity Table(Ibs) ANCHOR CAP.,,,,,,, _ surelrale: 2.78 0011168 35kCm1. Hoc-am Fmew c6tu Prwom lade (DP,)X( ANCHOR CAP.,,, 1216'1110 rxan VOSSE uDraton Agoreu11,5/16'Elco '14'89111, 01081184 01251881 912Simi `MULLION CAP. ,,,,J M AnohorCllp Patterns tbot 1100 3/16'Elto UMaconMacon11d'Eko Ullnron 91C Elco Utt1f4•Eko Be,lttll alor UIUatOn A09mOatOr SCIew(Cd)Scrcw(35) Screx(Gs) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge Cislame On) i' 2412' 1' 2-10Y 1118' 1' 2-112' 1' 2-112' 7 3.118' 2' 0.49' 1 454' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmnt OnTMMMS 13/4' 1374' 13!41 2' 1.114' 1-114- 14/4' 1-114' 1.114' 1.114• 2' I.M. WNW vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancrors @ 4.75'I.IIn O.C./slargaU or 077481 cap(Flg.1) a9D la aRJ lbs 890 ros _tw4lna v6 ms Zen ms SM to$ 740 Rd 374 ibs 661 Ina 196 lie 311 Ibs 442 ms 666Ibs OPENING,WHEN IT IS LOWER.THAN THE MULLION 4AmI01@1A5-MlnO.C.l StwJald(6r0ff3el)C9P(Fl9.2) 7W IIx RIA IUA IUA WA 3w Ib9 IUA r6A WA ILIA IUA 6821bs Bea Bs 112010¢ CAPACITY(FROM THE TABLE)OF THE SELECTED 4ARIOM QX FAIn.O.C.1(2)WArgle CUP Ong.3) 700 Ibs 600 lb, ISM Ice Igoe lbs $10lbs 6CO Im 141A 760lba 7481bs see Im 1802108 6e21bs 8959,8 1lpita MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcrots@0.61-MIn.O.C./UCIIp,inlo,100•AJmn.(Fig.4) IUA IVA IUA 111A IIIA IUA II/A IUA b/A IUA IUA II/A IUA 950 ne CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArCrorl FCip(99.6): 105 Its 225 lbs 4461b9 822104 1351b4 1401b6 177 Ins 370Its 187 lb, 332161 473115 170106 221 Ice 2301. ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED - 2Antro3@1.17IAInO.CJFCf g.6) 240105 35O Its IIIA IUA IIIA IIIA 19015; RIA IUA I. IUA IUA 341 ms 4421ba (60116 ANCHOR CAPACITY TABLE. 144 )1 whh 610 Florida utldl0g�dc capimlwDNO .D FIGURE 1: FIGURE 2 TABLE NOTES: t211* ( •alc • � BY 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION �-�del'roducl Cmrcrn - ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. `\\� Ny LYNN FIGURE 3: GLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. ` P�;•' �LCENSF''•.F.p CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS )�-;' IFBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -O FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4• x) '. �S LU BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE Q STATE OF �CG7� • 6063-T5.AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND � (''•.FCORIOP.•'•G�� .045'THICK 18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A38.ALL i//S '••.. O 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.26'X.624' 7 ,S'/ONA� 1110 8 H12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNWIMILCeR,P.E. FL P.E.#58705 J TABLE 11A Mullion Capacity Tabla Qbsife) o INR®R i Oponing Width(foryodica8yspolWng miAlors)or0poning Holght(forhodxonte9)dspenlrrg mifiors) te x t 60 in 601n 701. so N 90 in 100 in 1701n 140in 160 In �'(5 p 126%394 Reelangular afrap7rlang. Ruin W. LepRdang. bcl0ngW. TupThng. Red Sular Tlep/Tdeng. Rectangular TmpRdang. R9uergunr T.gdang. Recungular T/ep/Tda19. Reclsnguler Tap•Lmng. R0cleigular Trepmieng. qY %.824 Loading L..ding Loa&rg L-rog Laadtng Load g L.a&ng Lae&rg Laa&N Lna&ng Lcadhg Wding Laad6p 1o3&n0 Loading L-fing Lca&ng Loading oZ Alum.Tube .E .& .g .�'� •s" .t• .s '�' $.. �' s"".. '.. .r .� .s .'„ .§' .g:-. .F .E,. •a" '� •§',. .F .g� .gLO ,. .? •s' .g ri Mullion S 's"LE ��. u` e€ S S .a �8" UB, 7L o S S a N S " Z€- € �, s € o0. S@ �� u u a u o., v v u v $ v o � u u" u n°9 is Op u o P �`B S .5 ?r 8 B' E- %a sS r z s _ d s'� g 3'= a '2 d '� �� 3 _� 3 E o 3 a (n �� w ¢"`� 8d E€ 8rc f das i2 83 s€ d"`a" 0) 421n 170.0 620 170.0 435 170.0 744 170.0 476 170.0 860' 170.0 686 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 1488 110.0 621 170.0 1735 Wee 521 170.0 1983 USA 621 ,J 48ln 170.0 708 170.0 624 170.0 650 170.0 661 170.0 992 170.0 630 170.8 1131 170.0 661 170.0 1276 MA 617 170.0 1417 1700 680 170.0 1100 170.0 680 170.0 1983 170.0 680 170.0 2267 110.0 680 w 7 2 $0.625 In 170.0 747 170.0 563 170.0 696 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 110.0 1346 170.0 747 170.0 1491 170.0; 766 170.0 1793 110.0 756 170.0 2092 170.0 766 USA 2391 170.0 541n 170.0 T97 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 INA 1434 170.0 837 170.0 159! 170.0 058 170.0 1913 170.0 •661 170.0 .2231 170.0 8G1 160.2 2403 170.0 661 w CD � _ m 60 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 876 170.0 1417 170.0 944 Ir0.0 1594 170.0 998 1T0.0 1771 170.0 1033 170.0 2126 170.0 1063 140.3 2163 170.0 1067 129.8 2163 170.0 1063 U c0 J 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 910 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1059 170.0 1122 156.9 2D60 170.0 1169 134.6 2060 170.0 1171 117.7 2060 1T0.0 1171 LU a 661n 170.0 974 170.0 769 170.0 .1169 170.0 903 170.0 1365 170.0 1002 170.0 1558 170.0 1086 170.0 1753 170.0 1155 IT0.0 1970 170.0 1210 143.0 1966 170.0 INS 122.6 1966 170.0 1286 107.2 1966 170.0 1286 z ((a i io 721. 170.0 1063 170.0 876 170.0 1276 170.0 1009 170.0 1188 170.0 1126 170.0 1700 170.0 1218 154.1 173/ 1]0.0 1316 136.7 1731 169.8 1386 115.fi 1731 155.9 1761 99.1 1134 160.4 D52 86.7 173( 150.2 1352 ?e W 761. 170.0 1122 17o.0 937 170.0 1346 170.0 1080 168.6 1656 170.0 INS 147A 1666 165.2 1285 131.1 1556 151.5 1266 117.9 1656 1413, 1261 987 7556 128.3 1229 87.2 -7556 1227 1219 77.1 1656 121.2 1216 J o u �Z g 78 in [142.0 1151 170.0 967 170.0 1381 110.0 1116 155.9 1411 169.3 1245 136A 1417 152.0 1224 1212 1477 139.1 1206 USA 1477 129.6 1191 90.9 14T7 116.9 1169 71.9 1477 110.8 1168 68.2 1477 109.3 1154 Q � .d• 901. 1110 146.5 986 718.4 1110 123.9 968 101.5 1110 107.9 951 98.8 1110 96.3 936 78.9 1110 67.5 922 71.0 1110 80.7 910 59.2 1110 71.3 891 60.7 1110 696in 976 120.3 072 97.6 976 101.5 80G 81.6 976 88.3 812 73.2 975 78.6 829 66.0 975 71.2 817 66.6 976 65.4 807 48.8 976 67.4 789 41.0 975 52.3 716 36.6 915 49.3 767 Q Z00 1001. 771 01.0 695 GO4 771 70.7 6D5 68.7 771 61.3 674 61A 771 64.3 694 46.7 771 49.0 6664L1 771 A69: 647 31.3 171 38.9 632 79.4 771 35.0 621 25.7 711 32.4 612 Nx 86p1111. TJa 17.3 661 63.1 770 65.0 G60 64.1 7JD 60.7 610 /T3 730 49.9 631 42.1 130 IS.O 622 37.9 730 41.120.5 681 W co 1201n 624 61.0 569 49.9 624 51.2 660 42.8 624 44.3 652 37.5 824 39.2 6!4 33.7 624 95.7 637 30.0 627 322 631 26.0 G24 '27.7 619 21.4 624 24.6 606 18.7 624 22.6 601 x In 5221411. . 433 35.1 400 28.9 433 29.4 395 24.8 133 25.4 390 217 433 22.4 385 19.3 433 20.0 381 1Z3 477 762 37fi (� N Q O O d f z U) 0 TABLE 11B m0 x0 ANCHOR CAPACITY ADJUSTMENT FORMULA: glY mOf Anchor Capacity Table(Ibs) m 9- ANCHOR CAP.,a,,,� 6uD9121e 2.7k WICrde 3.6K GoAt. licit"Calu Flum Ulu PTWOm IIAd (D."jX( )=ANCHORCAP.,,a 4/16'Elco 1/d-SS Ek6 616•ERo 1/4.99 Ella 010 bled 012GIm1 012 Simi MULLION CAP. ,.., Anchor Clip Pattoma Mcea Type 3'16•EI[o UOrxm 7/4'EkoU%m[on Unrrmn I-El UOrsm 1l4'EkoUIDa[on Agp'4Galof Ullramn AggreGator Screw(G5)Scre1(G5) SMY(W) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edo,Ml-e gn) 1• 2-1Ir 1• 2-1/2' 318' 1• 2-1/2' in 2-Vr z 3118' 2- 0.43• 0.64- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Emteanml n 1314• 73'4' 1314' 1-&4' 2" 1-114• 1-114' 1-1/4• 1-V4' 1-1/4• 1-114' r 138" 13'8' vides ACTUAL PRESSURE REQUIREMENT FOR THE 2An(Mng4.75't.IIn O.C./SlandaMuOrsel Cup(Rg.ly' 300 lbs 390106 450 bs 930IOs 1644 Ibs 270101 280x. MA Ibs MORS 37410s 661106 WS W. 341 IDs 442lb5 560818 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhars @ 1.15'tdlR O.C./Sfwdafd(or g6et)COp(Bg.2y 4m los 700106 IIIA IUA RIA IIIA 380 M WA IUA IIIA ILIA - WA E82lbs 8851te 112D 111 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 A.n-Q3'611n.O.C./(2)2a5 Angle Cups I pg.3y 7811Ds 7m Ra 0.40 bs 1907 ga 1m6IM 640103 5m bs WA MGM 740193 em rm 1602 SA 6821os 865 lb. 1123 118 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AWhon@0.64•I.11n.O.C.I U Zip.010.100•Alum.ft,4)' IIIA IUA IIIA ILIA I41A t1/A IUA IIIA lIIA IIIA IIIA IUA 11/A IVA 1287170. CAPACITY WHICH MAY BE USED TO QUALIFY I AmhDr/F.0 (Rp.5y 19610s 1951m 225191 445191 622106 135195 lots 177 ms 3701[6 187 ms 3321bs 473 Ste 170ms 211!s 210191 ADDITIONAL ANCHOR OPTIONS FROM THE pRODUcpRBv7SBD 2.8.0.5®1.15•Ava O.CJ FLUp Ing_ 24011,1 3•A its IIIA IUA t1/A tl/A 100 Me IIIA IUA RIA IUA IUA MI lbs 442165 560108 ANCHOR CAPACITY TABLE. IID eomplyfr>e lvhh tbu Find& AcceptndIngcoUr... t210' Aeoe{rtmtm FIGURE 1: FIGURE 2: TABLE NOTES: f'r'o e 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mlwnl adeontro] ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\11111 I I 1/I1717 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �� O ..•••••••,(( �i� FIGURE 3: '�`(`,.•�10ENSF'•.F'Q ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 . SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS yri; r • _ • • • CLIP MUST. SHOWN ON SHEETS 21-23:FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ NO.78!06 - BEUSED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �'O•:� '�Z (�C (,(/ FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL Ao S ATE O ((/ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ,n p P 4• 07110•.� 6063-T5 AND BE A MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND %FS • e ANCHORS INTO ME AL18 )SHALL EXTEND AT LEAST SCREW THREADS BL STEEL TO BE AT LEAST.125- IEYOND THE MATERIAL. ,,�/Y7 NFI I " #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. 1.25'X 3.94'X.624' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ib9Nt2 0 f� Opening WIdIh(for ve18calty-spernitg mullions)or Opening Height(for hollzo.nlelty-sperinilg mUllons) s�^ 501n 60 in 701n 80 In Win 100N 1201n 1401. 1601. LL Rttten9uier T'apf7darg. Re<IongWar Traprtdany. Rectangaler Tr.plTdeng. Rttlanpulat Trep/Tdang. Rtttengolar Trep•Tdeng. Peelangular Tmp/idang. Rttlangular TrapnNang. Roclanguler DepTtlang. Reolangular 4epRdeng. pi O 2%4%26 Loading Loadn9 Loading Loading Loa ng Loadng Loading Loading Loading Loadn9 Load.g Loading Loadrg Loading Loadn9 Loading Loafing Loading �i Alum.Tube J11 Mullion �„f z � m N 421n 170.0 620 170.0 435 170,0 744 170.0 478 170.0 666 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 021 170.0 1240 '170.0 521 170.0 1486 170.0 021 170.0 1735 170,0 621 170.0 1083 170.0 621 48 N 170.0 708 170.0 524 170,0 650 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1277 170.0 877 170,0 1417 170.0 800 170.0 .1700 170.0 68 1 170.0 1883 170.0 650 170.0 2267 170.0 060 J W_ 50.625 In 170.0 T47 170.0 563 170.0 898 170.0 631 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1170.0 766 170.0 1793 170.0 766 170.0 2092 170.0 756 1170.01 2391 170.0 756 54 In 170.0 797 170.0 612 170.0 956 170,0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 658 170.0 1913 170.0 861 1 170.D 223( 170.0 861 170.0 2550 170.0 861 LU o O 601n 170.0 885 170.0 701 170.0 1063 17D,0 797 170.0 1240 170.0 078 170.0 1417 17D.0 944 170,0 1594 170.0 998 170.0 1711170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 160.8 2680 170.0 1063 , m m (O 63 N 170.0 930 170.0 745 170.0 1116 170.0850 170.0 1702 170.0 940 170.0 1488 170.0 1016 170.0 1873 170.0 1078 170.0 1559 170.0 1122 170.0 2231 170.0 1169 106.7 2553 170.0 1171 145,9 2653 170.0 1171 rye 661n 170.0 974 170.0 769 170.0 1169 170.D 903 170.0 1364 170.0 1002 170.0 165D 170.0 1080 170.0 1753 170.0 1165 170.0 1049 170.0 1210 170.0 2338 170.0 1276 161.9 2437 170.0 1286 132.0 2437 170.0 1286 c 721n 170.D 1063 170.0 878 170.0 1275 170.D 1009 170.0 1485 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 2125 t7D.0 1 1387 145.6 2164 170.0 1466 124.8 2186 170.0 1528 100.2 2161 170.0 1670 3'63 J 761n 170.0 1122 170.0 937 170.0 1346 170,0 1060 170.0 1570 170.0 1209 170.0 1794 170,0 1322 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123.8 1960 161.0 1648 106.1 1960 154.0 1536 92.9 1960 152.7 1531 a o 8 rcZ 701n 170.0 1151 170.0 967 170.0 1381 170,0 1116 170.0 1611 170.0 1250 170.0 1842 170,0 1369 152.7 1661 170.01 1474 137.4 1861 163.1 1508 114.5 1861 147.3 1473 98.2 1861 139.5 14591 85.9 1861 137.6 1454 Q to 901n 170.0 1326 170.0 1144 149.1 1396 156.0 1219 1278 1398 136.0 1198 111.8 1383 121.3 1179 99.4 1398 110.21 1162 89.6 1398 101.6 1147 1398 897 1122 63.9 1390 62.1 1105 55.9 1398 70.9 1096 1-- 74.6 061. 147.4 1220 151.6 1098 122.0 1220 127.8 1070 105.3 1229 111.2 1067 92. 1229 98.0 1041 81.9 1229 69.6 1029 73,7 1229 81.4 1016 61.4 1229 722 993 62,7 1229 65.9 977 46.1 1228 62.1 967 1081. 101.6 071 196.9 877 B6.J 071 60.0 862 74.0 071 77,2 840 64.7 071 98.4 837 57.6 071 61.8 826 61.8 631 56.6 616 631 971 49.0 786 37.0 971 44.0 782 32.4 971 40.8 771 N �C)8� 1111. 66.4 D19 97.3 832 79.5 919 81.9 818 88,1 919 70.9 506 5g. 818 02.9 704 63,0 019 60.7 764 47.7 919 51.0 774 39.7 919 44.8 768 34.1 910 40.2 762 29.9 019 37.1 732 W X 12D In 76.5 786 76.8 716 62.9 766 64.6 705 53.9 7e6 55.5 695 47.2 788 40.4 Be641.9 786 44.4 677 37.7 786 40.5 668 3L6 7617 34.9 857 27.8 786 31.0 641 23.6 788 28.4 631 1441n 43.7 546 44.2 504 36.4 518 37.0 498 31.2 540 31.9 491 27.3 546 262 485 24.3 546 25.3 {79 21.6 718 '22.9 474 18.2 546 19.5 464 15.6 646 172 455 13.7 546 15.5 448 („) N Q O 0 TABLE12B Z ANCHOR CAPACITY ADJUSTMENT FORMULA: .9 m0 s.0 AnchorC6paclly Table(lbs) ANCHOR LAP.,,,,,,,,,,,` •• g �m� SODslral0 2.7k cure78se 35kCmcd tldWx tl4U FOeo CIdV PT Wood 1.11.4-31 (DP o)X( APP..,_,,_) CAP_ � � H fin, H10'Elco 114'SS Eko 5116'Elco 114'SS Elco 610 Slod 1112SIMI 912 SI[ol MULLION CAP- ,,,,. Anchor T>ye Vi Elco Ullracm Vd•EkoUHracon 3116*Elco Ntracm tfd'EICDUIIracen AnchorClip Petlame Ualacon AggrcOator u8recm AggrtBator screw(GS)sunr(os) sucw(os) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eage aslan.e 9n) 1- 2•V2' in 2-11z 311a' 1• 2-1r /^ z-V2• 2' 3-116^ 21 0.48• 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Fmlxdnml0n) 1-314• 1-314' 1-314• 1-314- 2- 1.114• ave• lard• 1-114' 1.114' 1414^ 21 13'6• 13'8' rtes ACTUAL PRESSURE REQUIREMENT FORTHE ZAK! (04.75 LII.O.C./Slanlald cr Me!Up(Fig 1&21 390 10s 39D Its 45030-3 890 Its 1644 Ibs 27010s 20011s 3Miss 7401bs 3741bs G611bs 9761bs 3411Ds 4421b3 568106 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anctbr5 Q2.f8'Mi.O.C./Sta Idard(Of(Reel)Up('19.31 740 Ibs 740306 60D IM 14651% 1424103 IIIA 563 Ila NIA 695173 TVA 88010. IDA 632bs amIba 11201bd CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Arctprs@1.71.1.11.O.C.I Standard(or O(MI)Cep 09.4} C85 lbs 1091 763 lbs 1946IDS IIIA IIIA 70511-3 IUA 709 Its IIIA IVA IDA 10221 1327118 1600115 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Arcrors®31 Min.O.C./(2)2t5Argle Clips/(ng.4 7631b5 7 ¢5 680 lbs 159J Ibs teas In 0 W 5®Ire IIIA 7601.5 745Ibs boo Ibs 1692108 682Ins 655 Its 1120 9n CAPACITY WHICH MAY BE USED TO QUALIFY BArchols®3•I.IIn.O.C./(2)2c5Argle Clips I(Fig.6f 11701bs 1170lbs 1020Ibs '234016-3 2841 Ins 81 os 04010. 111A 11401b. 11221bs 1320 Ibs 2638 Ina 1022163 1327 Its /6co lbs ADDITIONALANCHOR OPTIONS FROM THE 3ArcMrt®1.34.141..O.C.IULI�p,In1..12Y Alum.g'Ig.73 NIA IVA IIIA IVA IIIA IIIA IVA IIIA WA IIIA IVA IVA IIIA IUA 10731 ANCHOR CAPACITY TABLE 6Ambos®0.61'I.11n.O.C./U-Cilp.Nlo.125'Alumff3g6) IIIA IgA IIIA IDA IIIA 14/A IVA IIIA IVA IIIA IVA ILIA IIIA IUA 2f Its PRODUCTRE3YISHD 2 An 005 p 268.141.O.CJ FLgp(ng 0) 3701bs 3701os a16 i0s 7431[8 712110 tUA 260 Uc NTA 34810s WA 44010-3 IUA 341 IOs d421m 560107 °9 wn4'IY100 Niitl rho Ptadda BuOdIDg ODdc 3ArtIKrsg1.71'1.(In.O.C./Ftllp(F42.10) 41310-3 52517: ITB Ibs 973105 IIIA IIIA 3917-3 IIIA 30010-3 NIA IVA IUA 511 in 66110s 878106 ompmn0ol.70 O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ! � FIGURE 1: FIGURE 2: FIGURES: FIGURE 4; 2.000' Nlaw od.PrOdud Control - _ • • • • • • • • TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� ON ' g/� • • • • • GENERAL INSTALLATION METHODS. '��,.•'��GENSF'•�FaQ FIGURES: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE '•%�4 .250^ -- 4.000' = 7k'• No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR SHEETS EXACT DIMENSIONS.SEE SHEETS 21-23.HOLES TO BE DRILLED IN = _ THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE !,O Ct- �'fLI= LOCATIONS. '�; FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT T ••,,Ff,OR}OI;.•' • • (FIGURES 586) (CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRdSSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. FSS """ MUST BE USED ALUMINUM SHALL BE 80(13-T5 AND BEA MINIMUM OFA 25'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4'X.25'MULLION IIII BONN-4131 • 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 MILLER,P.E. THREADS BEYOND THE MATERIAL.1110&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#68705 TABLE 13A n Mullion Capacity Tablo Ibeffe " � IQY Oponing Widfh(formlicely-sp11rc4rg mUllons.)or Oponing HelCht(for hodzorta*spardrg mUllons) 601. 601n 701n 801. 901n 1001. 1201n 140in 1601. 0 Rectangular Trbp,Tdeng. Peclengdar TrepRde.g. Reolanguiar TieplTdong. Recl0n9dar TreWrdan9• Reclongdar TrepRdang. RaclargWer Trap/fdalg. Recten9uiar TreplTdeng. RoclengWer Trep/fdnng. 11ec1an9alar Traplydeng. p� 2X6X,26 Loafing Loadns Loadng Loafing Loafing LOadng LoadnB LoadnO L.oadrg Loadng Loadna Loafing Loafing Loading Lowing Lowing LOWng Loadng c oo Alum.Tube L• 2• D L 2• L• 2• A d D A 22 D L• x. 2• L• L• 2^ 2:• 2• b Z' D D Z• 2• ox Z 0 MUlllon a z�a >t g� g �g s a a a �� to m & ti (3 3 i5� (9 42 in 170.0 020 170.0 435 110.0 744 170.0 478 170.0 888 170.0 606 170.0 092 170.0 610 170.0 f116 170.0 621 170.0 12401 170.0 621 1170.0 1488 170.0 521 170.0 1735 t70.0 621 170.01 1883 170.0 621 O 48 in 170.0 708 170.0 624 170,0 850 170.0 584 170.0 9M 170.0 630 170.0 1133 170.0 661 170,0 1275 170.0 677 170.0 1417 170.0 860 170.0 1700 170.0 880 170.0 1987 170.0 880 170.0 2207 170.0 680 -j _ 50.625 In 170.0 747 170.0 503 170.0 686 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170,0 747 170.0 1494 .170.0 758 170.0 1703 170.0 758 170.0 2082 110.0 756 170.0 2391 170.0 756 2 B U) 64 In 170.0 707 170.0 612 17D.0 058 170.0 601 170.0 1116 170.0 764 170,0 1275 170.0 803 170.0 1434 170.0 837 170.0 159/ 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 881 C> m 60 In 170.0 005 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 070 170.0 1417 170.0 044 170.0 1504 170.0 900 170.0 1771 .170.0 1033 170.0$277 0 1083 170.0 2470 170.0 1063 170.0 2833 170.0 1083 0 � J 63 In 110.0 030 170,0 745 170.0 1116 170.0 050 170.0 1302 170.0 04D 170.0 1403 170.0, 1015 170.0 1673 170.0 1070 170.0 1858 170.0 1122 170.00 1169 170.0 2603 170.0 1171 170.0 2875 170.0 1171 2 J 7 601n 170.0 074 170.0 769 170.0 1169 170.0 003 170.0 1364 170.0 1002 170.0 1658 170.0 1088- 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z z' c 721n 170.0 1003 170.0 078 170.0 1275 170.0 1009 170.0 1436 170.0 1120 170,0 170D 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1381 170.0 0 1488 170.0 2875 170.0 1520 170.0 3400 170.0 1530 W. isiaa Jk7l,,.n170.0 1122 170.0 937 170.0 1340 170.0 1080 170,0 1570 170.0 1209 170.0 1784 I70.D 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 0 1629 170.0 3140 170.0 1694 170.0 3589 170.0 1705 IL 5 �Z In 170.0 1151 170.0 867 170.0 1381 170.0 1118 470.0 1811 170.0 1250 170.0 1812 170.0 1389 170.0 2072 170,0 1474 170.0 2302 170.0 1564 170.0 0 1700 170.0 3223 170.0 1777 110.0 3883 170.0 1798 Q J r 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1053 170.0 2381 170.0 1703 170.0 2850 170.0 1918 170.0 .0 2125 150.0 3413 170.0 2277 136.5 3413 170.0 2381 Z +¢ 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1622 170.0 2297 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 180.0 3199 170.0 2338 137.1 3199 168.0 2470 120.0 3198 158.1 2428 1- •�" •O O ee 170.0 1594 170.0 1409 170.0 1913 170.0 1647 170.0 2231 170,0 1070 1700 2550 170.0 2078 104.8 2781. 170.0 2271 148.3 2761 161.9 2353 127.9 2781 140.4 2281 105.9 2781 125.9 2234 02.7 2781 118.0 2100 04 170.0 1838 170.0 7454 170.0 1968 170.0 1700 170.0 2293 170.0 1912 170.0 2821 170.0 2148 151.8 2032 182.3 2245 138.8 2832 146.4 2216 113.8 2(132 128.4 2188 87.0 2832 115,1 2126 65.4 2832 108.3 2088 LU X 170.0 1771 170.11 1686 170.0 2126 170.0 1859 154.4 2252 159.9 1081 135.1 2252 141.4 199! 120.1 2252 127.2 1038 108.1 2252 110.1 1915 80.1 7252 98.8 1872 772 2252 98.8 1838 67.6 2252 81.4 1808 X Q 1441. 125.1 1584 126.6 1445 104.3 1664 106.1 1425 80.4 1564 01.5 1407 782 1584 80.1 1390 69.5 1584 72.3 1373 62.8 1584 MY 1358 52.1 1584 56.0 1330 64.7 1564 49.2 1305 39.1 1561 '-4 1283 Q N � !7 CL z � m TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: " Anchor CapacItY TableObs) /ANCHOR CAP.,,,,,,, G.W.o: 2.7k 0-W 3.5k Cam. H011-chlu F91cd CAIU PT W9od MIA (DP a)X I )=ANCHQR CAP.,p 5118'Elco 1/4'SS Eko 5116'Elco i/4'SS Eko 010 Bleel 81291eel 612SIed `MULLION CAP.,,a,,,,.. Anchor Clip Paftem9 Amhoriypa. 3116•Eko UlOecon 114'Eloo Ullrecon Ultr000n 3r18•Efco UlOocan 114•EWO UWacm AggmGetor, Ulm. AgllreGelor Scim(05)&M(G5) Set 05) 1 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edgy Dhtem0(n): V 2.12• 1' 2.12• 3.1/11' r 2-112• r 2.12' T 3.118• 2• 0. . 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TORN _ Embedment Ony I V4' 1.314• 1.314• 1-314• 7 1-114• 1414• 1.114• 11.1/4• 1.1/4• 1.114• 2- 1.318' Mal. wde3 ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhots@4.757 Mm.O.C./SWUM of Met Up(Fig.Ie2): 390lba 390 lbs 4501M 820 lbs 1644 bs 270 IDS 280lbs 354 Wa 740 Ws 374 ft ON lbs 948lbs =144421b.Ibs 500 iM OPENING,WHENIT IS LOWER THAN THE MULLION 4 Anclnn a 41.GO'hiln.0.0./Standud(o Olbeg Clip(Fig.3y. 7801M 7601M 900IM 178016-1 32321bs 540 lbs 5601 7081M 14801bo 7481bo 3272 Iba 18921M 16-1 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED SAn.h-Q 1.71-nOn.O.C./Slmdard(brO8sa0 Clip(Fig.4y 11601ba 1400IM 10101M 25951M N/A WA 9401M MIA 10651M WA WA WA W 2240 IM MULLION.ITWILL YIELD A MINIMUM ANCHOR 4 Anahms @ W Min.O.0/R)NSA1gie C9p4/IN.5): 760Iba 760lbs 6801M 15WIbs 1690 Ws 540 Ws 5601M WA 7601bs 7481M 880IM 1892lbs IM11201bs CAPACITY WHICH MAY BE USED TO QUALIFY B Ambwe@3•Min.O.C./(2)2x5 Angle Clips/(Fig,6y 1560lbs 1560IM 13801M 3120 Ws 3792 lbs 1060Ws 1120lba WA 1520IM M961b. 1760Ibs 37041M 1bs 22401M ADDITIONAL ANCHOR OPTIONS FROM THE 12 AmMrs@I.Vhilm 0.0/(2)2x5 Anglo pips/(Fip.7): i6001ba 21001M 14401M 3760lbs WA WA 13201M WA 15001M WA WA WA 4 lbe 33801bs ANCHOR CAPACITY TABLE. ROD9CTRBVISHD 4 AnoAore@1.34'MIn.O.C./U{21p,Info.125'N6m.(Fg.B): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 14301M c°NPIYN9 wllb ILO PlOdda 0 Anohore @ 0.84'!.11,0.0.1 U{2Ip,In10 AVAW..(Fla.O): WA WA WA WA WA .WA WA WA WA WA WA WA WA WA 2881 Wa -2.000'-•-1 9Rdlltg Cbdo �'-' 2 AncAons @ 1.88'Alin.O.C/FCrp(Fg.t0y 3901Es 3901ba 450Ihs 8901M 1816 Ws 2701Es 2801bs 354 Ws 740 Ws 374IM 6381bs 946 Ws 341 Ou 442IM 5601bs 1o°cQSm10o 1404 Amh..@ 1.71'Mtn.O.CJ F-Cr0(Fg.11y 5901b1700 fbs 605 Wa 12981M WA WA 47016s WA 533 Ws WA .WA WA 682 Das 8851M /nett �NbTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCHOR VALUESAS THE STANDARD CLIP. TABLE NOTES: Miami Dade Produ FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9:FIGURE to: FlSURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON X1111 f 11117// • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� { 1,••. //(( 7�� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • 6.000• • `T.•• -it �= • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS N0.58705 .= • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON t FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ (,(, cy rIPANGLE %•v L rCL4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILLED "A AT .� (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED. • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0MUST BE .55.ALUMINUM SHALL BE 6063-T6 ANDREA MINIMUM OF.125' �� S L� • • • • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO 1117 S�ONA�``�1`� PAi BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 6•X.25• A.LYNNWILLER,P.E. THREADS BEYOND THE MATERIAL.#10&M12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.EA 58705 i i TABLE 14A o ^ p �F a Mullion Capacity Tablo.Ibslitl Opening Width(for var0cally-spanning muillon9)or Opening Hclght(for hod fn(ely-sparWrg m1/11on5) 501n 601n 701n. 801n* 901n login 1201n 1401n 160 In g�ma p JL-ding aItapRra8prg. a!RY ectangulaN�r Tuparg &RetargW� oTal✓18a�r . a8Rectar4W.�, Tw7dang� Rectangular TmprmaW.IorpaWffic'tTapa . � T.pTdarg�. aRR eclaro�UW TupTdloro�. Rxtro � Tap'Tdero. 1.28"x 211' Loading Loading Loading Loading Loading LaedroLoadig Loading Loading Loading- Loading Loading Loading Loading Loading Loading Loadlre x.126"Alum NTube Mull o K� 6� Is 421n 144.2 526 167.0 428 120.2 526 148.9 410 103.0 528 138.8 414 00.1 520 134.6 411 80.1 526 134.1 411 721 526 1134.1 411 60.1 526 134.1 411 51.5 526 134.1 411 45.1 526 134.1 411 W J W 491n 98.8 403 108.0 333 80.6 403 94.7 375 69.0 403 08.4 320 60.d 403 81.4 317 63.7 /03 78.1 315 4a3 403 768 314 40.3 403 78.6 314 34.5 403 7e.8 314 30.2 403 76.8 314 � _ 60.0251n 823 362 81.0 301 686 362 70.3 294 68.8 362 71.9 289 61.6 362 97.2 288 45.7 362 64.6 184 41.2 362 1638 283 34.3 362 63.5 283 2g.4 362 636 283 2fi7 362 63.6 2B3 �G Of§ N 54 N 67.8 318 74.1 287 Me 318 64.2 261 46.5 310 57.7 256 424 318 53.8 253 37.7 310 60.6 230 33.9 Me 49.5 249 20.3 318 49.1 248 24.2 318 49.1 248 21.2 310 49.1 298 O m O F Co 60 In 49.6 268 57.1 219 41.2 258 457 214 35.3 250 40.7 210 30.9 258 37.2 207 27.6 268 34.9 204 24.7 258 :339 203 20.8 268 32.2 201 17.7 268 322 201 i3.6 260 31.2 201 (p U) 671n 427 234 45.8 2D0 35.8 234 39.1 195 30.5 234 34.7 192 26.7 234 31.8 109 237 234 29.4 186 21.4 234 26.0 164 17.8 234 26.8 183 15.3 234 26.5 183 13.4 234 20.5 183 2 W .E 681. 37.2 213 39.4 183 31.0 213 33.7 178 28.5 213 29.8 176 23.2 213 27.0 173 20.8 213 25.1 '170 18.8 213 237 169 15.5 213 22.2 IGT 13.3 213 220 100 11.0 213 71.0 108 z (n g m 721n 28.6 179 30.1 165 23.8 179 25.8 152 20..4 178 22.6 149 17.9 178 20.3 147 15.9 179 18.7 145 76 In 24.3 161 25.4 140 20.3 161 21.6 157 17.4 181 19.0 135 152 161 17.0 133 o v �z- 7a In 22.6 152 23.6 133 18.8 152 19.9 131 18.1 162 17.6 128 N s{-• TABLE14B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z N Anchor Capacity Table Obs) F srmtmlc 2.7k Cmcrtle 3.ac Cac. HOIbw CMU FIOM CAIU rrwom lana (pp )X(ANCHORCAP.,,,,,,,,,�\_ANCHOR CAP... U) �y oC, \\MULLION CAP.,,p„m, 6/16•Eko 1/d'SS Ekd t7i6'Eko U4•SS Ekr Y10 Slea NI2 Slael YI29lee1 W nj Archarrypc 3I16'Eko Ullydcm 11d•EI[0U8rson 3116'Eko UOmcm 1/4'EI[0UII2cfft W AnchorCllp Patteme u9rxm Aggrecalar UIIrdCOn A9g'eGator Screw(c;5)screx(G5) 6ciew(G5) USE THIS REQUIRED'CORRESPONDING DANCHOROf x Edge Glum.Onk 1• 2-12' 1• 2-I2' 3-tV 1• 2.12• 1• 2-12• 2• 3-ve• T 0.40• 0.51• G.a24• CAPACITY REQUIRED'CORRESPONDING TO AN 4Yq EnIUe0t1m1 MT 1.114- t3/d• 13'4' 1.v4• T 1.1ld• 1-v4' I.1/4• 1-Ud' 1-114' i•U4• T 1-3'8• 13'e' lutes ACTUAL PRESSURE REQUIREMENT FOR THE U N 4A1C1Drs®3'hlln.O.C./(11245Argle❑Ipsf(Fg.1j 780105 7801Ds 6801D3 16501es 10361[6 WO Ifo 5501Ds VJA 760 los 745Iea We ID9 1F82 ae, 68210s 885 art 14011W OPENING,WHEN IT IS LOWER THAN THE MULLION aE� Z 0 _ CAPACITY(FROM THE TABLE)OF THE SELECTED 3 �iO s,0 MULLION.IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: i 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. , 1 complying with We Florida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I u ompl indc ;Jorida/[^7J 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ae J 7'T'�r, 0 Q FIGURE 1: ImU{p,1�. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. i3)^r� - HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2 116• v11am1 ado Pro.C1n110., FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11111 I i 111!Ill ANGLE CLIP MUST BE USED IN PAIRS. .125' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED O '.."V4 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7- - ��'��•'�ICENSF•�l�,p YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125' 1 ,, THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURALSTEEL TO BE AT 1.20-X 2.11•X.125'MULLION N0.58705 '7} LEAST.125'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ THE MATERIAL.010&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - c -0 tIATE U� S IIsi /111111111111 A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A °r u Mullion Capacity Tablo(Ib6Ht2) �, ct Oponing Width(lorv6dicallyspatrirg mUllons)or Oponing Height(for hodwita8ysperrirg mUliom) 501n 601n 70 In 80 In BD In login 1201n 1401n 100 In (TY�•� o kk 2 Rectangular TrapRdeng. Reelanind. hap/Tdang• Rectangular Treyldang. RedangWer Tre)VTdeng. Reetenguiar Traprtdeng. ReelongJar ireplTdang. Reelen0ular Trepr1110rg. Raatangular hepTdang. Reclengatar Trep?deng. o��X 3.26"30 Loading Loadny Loadne lowing Loafing Londrg Loodng I.-Ing Loadrg I.-Ig Lowing Lwdng Loafing - (ondng LOadng Loadnp Loafing Loadnit oir U DEO.AL .a a ti.. •a v.. a a,. s •a.. A .. ,. •g� .. o.. 6.g a.. b ID D a -c., a A v s.. a.. 'a a.. ti E' BAY MULL 3 g�. g 8 $� a� 6.T ' 3�' 3 44� r� �S� 3 t3�. 3 �-� � ��. � &� r� 3� 1i cv m !i 9 8 c3 r3 3 J 3 rR 8 3 S E & & 8 E E 8 E & IS 8 5' � 511$ - 51. § 1 1� ` 1 � 1� cc� a� c� �� c� � G� �� E z K to 5 K S .Z K S $ �K 2 K 4K 5 ¢ryi f ¢ Z qK Q 421. 170.0 020 170.0 435 170.0 744 170.0 478 170.0 868 170.0 600 170.0 992 170.0 519 t70.O 1116 170.0 621 170.0 1240 '170.0 621 170.0 1468 170.0 621 170.0 1735 170.0 621 140.1 1740 170.0 521 J W 481n 170.0 70B 110.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 080 1522 1522 170.0 680 130.5 1522 170.0 000 114.2 I= 170.0 600 i 8 lA 50.6261n 170.0 747 170.0 563 110.0 898 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 72J 170.0 1315 170.0 747 184.2 1143 •170.0 756 138.9 1443 170.0 7511 117.3 1443 170.0 766 102.6 1417 170.0 768 641n 170.0 707 170.0 612 170.0 956 170.0 091 170.0 1116 170.0 764 170.0 1276 170.0 '803 '160.4 1353 170.0 837 144.3 1353 170.0 658 120.3 1353 170.0 881 10.3.1 1353 170.0 561 90.2 1353 170.0 Bel In � O to J 601n 170.0 885 170.0 701 170.0 1083 170.0 797 187,0 1218 170.0 076 148.1 1216 170.0 9M 128,9 1218 150.8 930 116.8 1216 152.1 924 97.4 1218 1441 Biz 87.5 1218 148.1 913 73.1 1218 118.1 913 _ I- () J 631. 170.0 030 170.0 745 170.0•1116 170.0 850 160.2 1160 168.8 933 131A 1160 163.D Ofd 116.6 1160 141.0 698 105.1 1160 134.2 885 87.6 1160 128.7 871 76.1 1150 126.2 870 65.7 1160 126.2 870 W � ad m g BO In 170.0 974 170.0 769 152.4 1040 165.0 661 130.6 1040 146.6 004 114.3 1046 133.1 850 10f.6 1048 123.4 839 91.4 1048 116,6 830 76.2 1048 1094 821 65.3 1048 108.2 818 67.1 ID48 iD&2 B18 z g C 72 In 140.6 fZ.6 9 784 117.4 880 128.0 748 100.6 BW 110.8 731 88.0 880 100.0 722 78.2 880 92.0 712 70.4 080 88.2 703 067 860 70.2 693 60.3 880 76.5 680 44.0 880 70.4 GBO - -J-1 $ 'tW e J o rcZ 761n 119.7 1 699 99.8 790 IOSA 676 65.5 790 93.3 663 74.8 790 83.9 652 66.5 790 76.9 643 59.9 790 71.7 635 49.9 790 65.1 624 42.8 790 62.1 618 37.4 790 61.5 BIT Q V 781n 110.6 5 657 92.3 760 98.1 BIS 79.1 750 95.9 632 69.2 760 77.1 621 61.5 750 70.8 612 65.4 750 65.7 005 482 750 69A 691 J9.6 750 66.2 588 34.8 760 65.5 586 Z Q Q N O 901. 72.1 . - 500 60.1 563 62.9 491 51.5 663 64.8 453 45.1 SW 48.9 475 40.i 563 44.4 488 311.1 563 40.9 462 380 663 3e.2 452 26.5 503 33.3 445 22.5 663 31.8 442 co:Z OG in 60.4 44J 40.6 485 co 61.5 435 42.4 405 44.8 427 37.1 495 30.0 421 33.0 495 36.1 611 28.7 495 33.2 409 24.8 495 29.1 400 21.2 495 26.0 394 16.6 495 20.0 390 (/) W d0�O 0 0 1031n 41.7 353 34.8 391 35.0 348 20.8 391 31.1 342 29.1 JBf 27.6 337 23.2 391 24.0 333 20.9 391 22.8 326 17A .381 10.7 321 14.8 30f 17.8 MIS Lu 0 Ili In 38.4 335 32.0 370 33.0 334 27.5 370 26A 325 24.0 370 26.3 320 21.4 370 22.6 318 19.2 370 20,9 312 1e.0 J70 10.1 306 H w � � 1201n 30.4 289 25.3 317 28.0 284 21.7 317 22.6 280 19.0 317 18.9 276 16.0 317 17.9 273 U C3 Q O O 1441n 17.6 220 17.8 203 a•`a z N (n �g 90 s.0 TABLE 158M m� Anchor Capacity Table Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: u-� � ANCHORCAP.,u,,,-1 Substrate: 2.7kCOnarclo 3.6kCono. h011"C ILI F@edCMU PT Wood' Metal (OP")X 1/ -ANCHOR CAP.- Sr18"Eko 114'SS Eko 916'Elco 1/4'SS Elco 810 Sleei q12 SWI 012 SIeN `MULLION CAP. , / AnchorCllpPattern� A"'horTyN: 311VCooUltmoon 114'EI..Ullm- U11'Ek 3'16•Ekoulumon 114•Ek.Uiuecm ApOre0a1M UllmOon AppreOelor SemW(G5)60m1V(G5) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dist-On): 1' 2.1r 1" 2-12' 3.118• 1• 2-16.` r 26.2• 2' 3-vs r 0.46- 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedmmt 0a): i V4' 1.374• 10)4- 1-014' 2' 1.6 1-114' 1-v4• 1.1M 1-U4" t-1N• z• tae' I-Im. �edon ACTUAL PRESSURE REQUIREMENT FORTHE 2Amhm@5-MIm O.C.1(2)245Angio dips/(Fig.1): 390 lbs 390 It. 4501bs 8001bs 170016. 2701bs 280156. 3541bs 740 ros 374 lbs 720 lb, 946 im 341 ba 442 to 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm03.YMIn.O.C.1(2)2a5Angfe Crips/fftg.2): 7801! 7801W 79D lbs 167016. 25251b3 SIO Ib s 56016. WA' 11201b. 7481bs 8801bs Ifinibs 682•, 88516. 7120 It, CAPACITY(FROM THE TABLE)OF THE SELECTED (i Amhars g2JI'MI.O.G/(2)2x5Anyle Gip./(Flo.31: 1120Ibs 1120 lb. 058 Ins 22461bs 225410. WA 87016. WA toss ibs WA 13201W WA 10221bs 1327 lbs Ran lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE IRODULr REVISED ANCHOR CAPACITYTABLE. ucomplyingsvhh rhe Flo da FIGURE 1: - uBdlDg Clcde TABLE NOTES: Aowptw=No-14-- at. o14mo , 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ! l SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mimi ado Pr o6.Cobtm� FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 110 111) 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •125"V.A •�NON� LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \��\ 110ENgF••,`�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 50" No.58705 )c FIGURE 3: - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED x�„a • • • • YELLOW.SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125" --0 ^/.THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30' 6.Z F.�S.:✓�LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MUST TF (� • • THE MATERIAL.#f0&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8S.S.OR410S.S.• ��`s'••;`<ORI01`,,•'��,; ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 'i�S10NAL fNN11NILL�R,P.E. A.L FL P.E.#58705 TABLE 16A ® ^ N i4 Mullion Capacity Table Iboffe) Opening Width(forverticallysparclrgmUlions)orOpening Helghl(for hort2ontelv3pla mullions) 501n 601n 701n 601n 00 In 1001. 1201. 1101. 1801. 3 tl1 o Reclangutar Tra)JTda1g. Raclogulor TrapTrdone. Reclmguler TrepTdang. Reclangulor [a Will. Reclongelar Tep77d.9. R4clangUor TrepTdang• Rectangular Trap/rdeng. RactangAer T�opTdane. Roclangdar TropRdanB• B 0.o rc 3.26"46Loading Loadng L.4.9 Loafing Loa&rig Loedng Loafing Loafing Loafing Laadng Loafing Loading Loading Loafing Loafing Losdng Loadng Loafing ox 2 m DEG.AL a ,. a o.- .. o'• a.. A -�s a 'r Z' a.. ,. a �d,. a A� v .. .. •� .. 0.' DAY MULL z a s des 4s a� g 0..g e. 3. I3. a �� b 135 S 5 (n w W a15E g s a pga y s 13 6 a Z 8� s0. arca O 42 In 170.0 Me 170.0 435 170.0 744 170.0 478 170.0 Ball 170.0 Sae 170.0 M 170.0 SIB 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 J W W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170:0 601 170.0 1275 110.0 677 170.0 1417 ;170.0 080 103.7 1037 170.0 660 140.3 1817 170.0 680 122.8 1637 170.0 680 _ s (0 50.6251n 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 1484 '170.0 758 147.1 1552 170.0 758 126.1 1552 170.0 756 110.4 1552 170.0 750 W o�' 0 541n 170.0 797 170.0 612 170.0 950 170.0 601 170.0 1116 170.0 754 170.0 1275 170.0 003 170.0 1434 170.0 837 165.2 1455 170.0 656 129.3 1455 170.0 001 110.0 1455 170.0 eat 97.0 1455 170.0 861 m o ~ M 601n 170.0 885 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 878 167.1 1308 170.0 944 139.7 1309 170.0 090 125.7 1308 163.6 994 104.8 1309 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 982 - h LU o J 63 61 170.0 930 170.0 745 170.0 1116 170.0 850 162.9 1247 170.0 940 1425 1247 184.5 983 128.7 1247 152.8 065 114.0 1247 144.3 952 95.0 1247 138.2 938 81.4 1247 135.7 835 71.3 1247 135.7 935 � EL W � Z (D z m tv 00 In 170.0 974 170.0 769 170.0 1109 170.0 003 146.4 1190 103.7 D05 129.9 1190 147.8 945 115.4 1190 138.6 928 181.0 1100 128.4 014 86.6 1100 110.5 898 74.2 1190 118.1 693 64.0 1100 118.1 893 J $ 3 m 721n 161.6 1010 169.8 677 134.7 1010 144.6 859 115.4 1010 127.2 B42 101.0 1010 114.7 828 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.6 795 57.7 1010 67.6 700 60.6 1010 97.7 789 Z 0 3 a� 76 In 137.4 008 143.6 792 114.5 908 122.0 775 98.1 903 107.1 761 85.9 908 98.2 749 78.3 906 88.2 738 68.7 908 82.3 729 57.3 906 74.7 716 49.1 908 71.2 710 42.9 008 70.6 708 Q r ' 70 In 127.1 861 132.5 754 105.8 081 112.5 738 130.8 Set 98.0 725 70.4 B61 80.5 713 70.6 801 Bf.O 703 83.6 801 75.4 604 53.0 661 08.1 661 45.1 801 04.5 876 39.7 601 87.7 872 Z Q ¢ N O 00N 82.7 846 55A $74 68.9 848 72.1 564 59.1 648 829 554 51.7 648 58.1 545 46.0 840 50.9 537� 41.4 646 47.0 530 34.5 840 41.5 519 28.5 848 38.2 511 25.0 818 30.5 507 F CO.•Z mgo hi- 00 . 98N 68.2 668 70.1 608 68.8 688 69.1 409 48.7 600 SIA 491 42.8 688 45.11 483 37.9 W23.0 34.1 See 38.1 470 28.4 668 33A 459 24.3 508 30,6 452 21.3 See 28.7 447 U) �N � 1061. 47.9 449 40.9 405 39.9 449 41.2 390 34.2 M9 35.7 393 20.8 449 31.7 307 28.6 23.0 440 20.1 377 20.0 440 22.7 388 17.1 448 20.1 361 15.0 449 18.9 350 1111. 44.1 425 45.0 305 38.8 425 37.9 379 31.5 425 32.8 373 27.6 425 20.1 367 24.5 22.1 425 24.0 358 IDA 425 20.7 350 15.8 425 18.0 343 01201n 34.9 384 35.5 331 28.1 384 20.8 328 24.9 364 25.8 321 21.0 364 22.8 317 10.4 17.5 384 18.7 309 Q-.� Q I 0 1441. 20.2 251 20A 233 16.8 253 17.1 2]0 4.` z co TABLE16B ANCHOR CAPACITY ADJUSTMENT FORMULA: a 8 Anchor Ca act Table Ibs ANCHOR CAP,_,,_,) rc� S.W to: 2.71,C-rels 3.5k Con. 11011MCMU FRN CMU PT Wood Metal (DP)X( ANCHOR CAP.,,, 5116•Eko 1/4'SS Eka 5116'Eloo IN'SS Eko "'08"" 012 Steel 412 Steel MULLION CAP., AnchorCllp Patterns ArwhorTypa: 37tC El..Ullmann 1M'Eka UlVxaon Ulu. 3118'Ek.UIVaaon tl4•Eko Me- AggreOntar Unracon At2reoaIer 13-MI6)screw(G3) sc-Lct:9) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Dlslame(int 1' 244 1• 2-IIY 1118' 1" 2-12' 1• 2-12' 2' 3-W 2- 0.48• 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embednent O.Y. 1.314' 1-L4' 1Y4' 1-314' 2' 1-114' .1.114' 1-174- 1-114' 1-tl4' 1.1/4' 2' 10.10' tare' ,odes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AncMrs�6'Min.O.C./(2)2x6 Argla Gibs l(Flg.1): 380100. 300133 50 n. BOO Ilia 1700103 270133 200133 354100. 740 Bsa 3741hs 720133 Od61bs 341 ras -4421bs Sso Ns OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arch-®3.5'1,11n.D.C./2)2:5 Angle Clips/(Fig.2): 7001bs 700 733 790133 1610133 2525133 610163 560105 wA 1120133 7461W 080133 1802 133 682 9rs 805138 51201bs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchcra®2.716Min.O.C./(2)2X5 Angle Clips I LFIg.3): 1120133 I 117.0 lbs 958133 2246 lbs 22541bs N/A A 840wA 1059 ibs WA 1320133 wA � 1022133 1J271Ds 1680 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ? ' FIGURE 1: ANCHOR CAPACITY TABLE. na cumplyinit wldl the Flolide N Buildlne^o /� -� O TABLE NOTES: Awcptrmcv plo 1. - ta;uG'3i D9Ic 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. (By. 1 •r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. mweli BdS Product Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1v(I t I I I I ItTINIV 71 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. `��,rO.....:...,,M/(�//i� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45" \�: �}GENSF '•.FAQ �' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q'' No.58705 _ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED 3.250" •A'. FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED - • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.126' THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND.046"THICK(113 GAUGE).STRUCTURAL STEEL TO BE AT 45•BAY %��•'• STATE •'�<U` LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION • • THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ��icsS •• �� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. j�ONn�1111v� A.&IVI F�IILLER,P.E. FL P.E.#58705 -1 1.0Do" 1.000• r-1.266•-1 --� 1.000' 1.000' D r- -.125" .125' Ir wy�i w 2.750• 2.750' x.125' 3.125" .125' 3.188' .125' .125" .125" ) 266" 2.000' 2.000' 2.116", C4 , g m W L 125' L r.125' Z NN 375" .376' 'J -500' .900' f O r -r r W 1'X2'X.125'MULUON 1'X 2•X.375'MULUON 1'X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION. 1'X3.125'X.5•MULLION 1.25•X 3.tee•X.265•MULLION 120'X2.11'X.12 MULLION _ 6063-T6 ALUM. 0063-T6 ALUM. 0063-T6 ALUM. - 6003-76 ALUM. 6063.76 ALUM. - 6063-T6 ALUM. 6003.76 ALUM. Q A X-SECLU O Z M TABLE A Z W z m STANDARD CUP I 2X5 ANGLE CLIP Dimension Value(in) For Mullion: E 2.000' 8003.70 ALUM. 2125• 6063-TO ALUM. - D XSECTION XSECTION a U-CLIP 2.000' A 1.825 J 0_ I I 6083-T6 ALUM. 2.654 X.125' Q J .125 XSECTION I '125' Aluminum I.- U Q rn O L C 0.895 Tube Mullion Q qzz Z D 0.740 Q aocn a� -i.740' A 1.125 I-- B 2.404 1"X2"X.376' CO � 2 Y Y 5.500• Aluminum J fn 3.125' cUTHEREro .375' 5.000' C 0.835 Tube Mullion U .375" � CREATE F-CLIP,SEE MIN. r6 I' 376•MW D 0.490 Q.,� Z 0 MIN. DETAILF,SHEET4 /{ 1.075 f1S �0m� _ 338'MIN. g r-------� r--------1 - --------------------- B 3.000 1'X2.75""X = '2 I I I I A A I U-CLIP A F--------'1 m L- -----J L-------- -------- .375 Aluminum 8063-70 ALUM. `- '------' 2X5 ANGLE CLIP C 0.757 TOPVIEW 6003.76 ALUM. D 1.118 Tube Mullion �- TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE E .450 Min. 6003.76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X2.76'X WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER.+1/16'. B 3.000 ,850" SHEETS 5.17 FORTHE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE B RODUQTRDVISOD DISTANCE.MAXIMUM PGT Part# A 2.000 1"X3.125"X 'acerml>i110wN1the Nlutlda 5.500' .375' ANCHOR HOLE Mull Dimension(sheet i!) B 2.637 undine Code DIAMETER:ANCHOR Mullion Std.Clip Offset Clip U-Clip Angle Clip .500'Alum cc JrWKe No .375" MIN. DIAMETER r 1/16'. - C 0.863 Tubo Mull MIN. 1"X2"X.126'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 r---- -------I------------- 1"X21 X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.626 �fieml adeft duct Control 1"X2.76'X.376" 66607 666115M 6661120M 666245M 666513M B 3,48E 1.25'X3.188' I I (n X.285"Alum 1"X2.75"X.6501(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull �� I LYNN 4 I I i B D 1.762 �`SON......... I ---- - D I 1"X3.126"X.500•'(8) 66037M W81116M 6661114M 666242M W515M ` ;• ENS 1.28'X2.11"X I i 1.25"X3.188'X.265"(12) 66641M 6661117M 6661113M 666241M 666516M A 1.813 x L-------J ------� .121°Alum � ;>•:� No.58705 . 1 1.26"X 2.11"X.125"(18) 69370 N/A NIA MA I 666517M Tube Mull _ OFFSET CLIP NOTES: "O r ;2,_�( S: - 0 0003-TO ALUM. •' .125' ST 7E OF /!!` T TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. -��t� .740' �i�s'••COR10,. �\\\� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. A.LYNN MIUOE9,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FL P.E,#58705 1.000• 1.000" �-- 1.082--I I 740' x :083' .385' i I Ct ~ }I-{ �� .062' 125" --I h--125' 002• o .438" I I n$ 4.000' •125'STANDARD CLIP 02 g 4.000' 4.000" 2.000' 2.125' 2X6 ANGLE CLIP 2.625' 6063.1'6 ALUM. 2.000' •125• XS CTION -TOU-CAL 6063.76 ALUM. m LL 1 6063.78 ALUM. I X•SECTION ,126• N .125" .125' .125" XSECTION L t0D r U 031' - J - yO "CAI 1 .12: CENTER OF ANCHOR HOLE MUST LIE WITHIN THE W •125 •155* DASHED BOUNDARY-SEE SHEETS 5-20 FOR THE � 2 .375" .375' - ANCHOR D.C.DISTANCE.MAXIMUM ANCHOR a' U HOLE DIAMETER:ANCHOR DIAMETER+1116'. (L U) c O 1'X4'X.125" 1•X 4'X.375' 11X4"X.375' 5.500' m Z M MULLION MULLION 'P-MULLION cul HERE 70 - 5.000" 375" P C CO 6063.78 ALUM. 6083-TB ALUM. 6083-T6 ALUM. 376• 3.125'{_CREATE F-CUP•SEE '375" �~MIN- (q -J X-SECTION X-SECTION X-SECTION MIN. DETAIL F.SHEET W i 7. 1.250" .375' Z m 375 _______i CENTER OF --- ----------i- •MIN, j UW 1.250' 1.250' I I I I 1 ANCHOR HOLE I I J a o �y I I 1 I MUST LIE WITHIN I I I I I I THEDASHED J f F zz BOUNDARY.SEE j Z a Q N o E ___ SHEETS 5.20 FOR F -L -I Q Z Z a0 p 2.875' 1 I I I THE ANCHOR D.C. I QY ••p dr, --8.21403.94" I �- _ F DISTANCE ZOH$ MAXIMUM OLE IX3.2503.250' ANCHOR DIAMETERH J YU � YU 0ANCHOR ____________ ___ U DIAMETER1116'. Z.100' . O O O. . Qo2XS ANGLE CLIP ;�o 6063T6 ALUM. -100 ' 624' STANDARD CLIP U-CLIP TOPVIEW Zr-TER OF ANCHOR HOLE MUST LIE --1.020 1-7 ---I .820. 1-- --1 .820' 1- HN � 6003-T6ALUM. 60G3-T6 ALUM. THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW 1.25'X 3.25'X.100' 1.25'X 3.25'X.624' 1.25'X 3.04X.624' SHEETS 5-20 FOR THE ANCHOR O.C. _ -TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE'MAXIMUM ANCHOR HOLE I7lmenslon Value(In For Mullion: Dimension Value(In) For Mullion: 6005-TS ALUM. 6005-T5 ALUM. 6006-75 ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.687 1'X4' C F 1.938 1.25'X3.25' X-SECTION XSECTION XSECTION G 1,000 ,125' G 0.500 X.824' 3•ggg• 5.500 H 2680 Alumlmn H M2W Aluminum I f 125: MIN. 376, 1 3000 Tube Mullion ITLbe Mullion 1.37Tr1 125. .Ill j'077 1 MIN. F 3.187 1•X4'X F 1.25'X3.94' O 0.757 .375' G X.824' RODUCI'___ ___ _______ H 2430 Aluminum H Aluminum UMplyinswi0tthu lorlda1r I 3.000 Tube 8' I Tube Mullion u0dlsgOodc I I I F 2.250 1.2b'X3.25' F 2,813 30'Be Mull °- .125' I I I I I G 0,750 X.100' F 2.875 45'Ba Mull - .125' 45° 2.250' i i I I I H 1.500 Aluminum -NOPro uct Conuol 30° I 3.250 Tube Mullion H I I I I I TABLE D 7111 I I I 111 3.250'45'DAY MULLION 3.250' I I I 1 �� NN 30'BAY MULLION 6003.78 ALUM. I I I I I _____J PGT Partp \\��AV 44�e� � _______ _ Mull,Dimension \ , �i 6063-T6 ALUM. I X•SECTION L J (sheet/)) Multlon StJ.Cltp OR¢cl Cllp U-Clip Angle Clip ` �7GENSC XSECTION L I 1'X4'X.12S.(10) 69304 680111M 6661122M 666241M 668518M �-; t G OFFSET CLIP - Ti• No.58705 7 I r I A25' 6083•T6ALUM. VX4-X.375'(11) 66610 666112M 6661123M 686242M 668510M -_ ,228- 1-.-,981'-� .226"J �---981'^1 TOS 1'X4'X.376"T(11) 66653 666112. 6687123. 866242. 666510. _ it `r NOTES: '740' I 1.25'X 3.25'X.100'(13) 20180 6001127M W01124M 0862410M 6685115M %O SATE A .'•W�� 1.25'X3.25'X.624'(14) 20161 6601128M ONI125M 8882411. -6051113M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 1.25'X3.94'X.824'(15) 20162 6601117M 0001120M 666241M 886517. T�''•.,,F(OR1pP,. 30 DeAreo 19 86649 WA WA WA 666511OM Ss{�II(1 MICSNL � 2 SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ( ) " C 1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 45 Degree(20) 88650 WA WA WA 6665111. �i I, !7 A.LYLIR,P.E. FL P.E.#58705 TABLE E Mull Dlmenslon PGT Part# ® x (sheet#) Mullion Std.Clip U-Cllp Angle CUP r-125' 7- -�x.125' N ,125' zicexc! 2"X4"X.25"(16) 66602 668281M 686271M 6665112M � I � ��•0 0 TX 6"X.25"(17)166604 1 666262M I 666272M I 6665113M I STANDARD CLIP ILIT U-CLIP 2XSANGLECUP 0.4o w BD83-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 2.000" I X-SECTION 2.125 XSECTION 2.000' X-SECTION NOTES: N .126' .126'1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING toDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z Nrc 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �1 490,-� i O 'HOLE LOCATIONS. 1.4901- J W 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - _ 5.500' CUTHERETC, V S 0 2.000' ,375' -3-500"-1_SEE DETAIL FP .375' 5.000" -.376* W Ua o MIN. Z m � MIN. _ r SHEET4 MIN. •376" I- ( J Z r•-------- ---�-- --------i - -- -- -f [•---------------------T Z W i m I I I I 1 I �g' $ I I i i j ❑e W. rcZ 4.000' j 1 I 1 Q J •- r �e- -I-- --- --I- 3.438' + 3.438' j-- -----i 1- O Q o1 0 .250' 2"X 4'X.25 I I I I Z ❑ N r MULLION I I 3.438' I I Q Z..Z op p 6063-T6 ALUM. j j I I I Qg b0 u.. X-SECTION I I I .375' z L- ---------1--- I -- -- L-------------- MIN. _______� _______J W O - J Cn fA L_ STANDARDCLIP 2X5 ANGLE CLIP U Q O O - U-CLIP,6063-T6 ALUM. Q CENTEROF ANCHOR HOLE MUST LIE 60TOPVIW SED FOR 2'X 4'MULLION.SH=ET 16 CENTEROF ANCHOR HOLE MUST LIE 60TOPVIEUM. - 0_E Z N . .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g a e O s:O SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 5-20 FOR THE ANCHOR O.C. 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+1116'. SHEET. 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUT HERETO ,DIAMETER:ANCHOR DIAMETER+1116'. 6.000' .375' 3.500" CREATE F-CLIP. .375' �I`.375' SEE DETAIL F, MIN. r-SHEET4 MIN. rY MIN. .375' r_____ __ ______ _______- __ -_ - • I I I I • I I 1 I I I I covplyln8 wh�h{the PloHda 310dios 0360UQqww No I Product onuol - I I 6.000" 4 -I - --r-- - I- 4.688` r --------i .250'--- I I 5.438' I I I I 5.438' I 5.438' \V LYNN .......... 2'X 6'X.25' I I I 1 ` Pa. .•'•�\CENSE 'Q MULLION 1 8063-T6 ALUM. I I i I i 31�:• No.58705 �t XSECTIONI I I I I I � � � .375' _ ,� - ------ ------ --------J -- L------------- MIN. _ -- 1TATE OFs :•��: '•..,FLORID STANDARD CLIP U-CLIP .2X5 ANGLE CLIP �s •. • 2110 , 6083-T6 ALUM. 6083-T6ALUM. 6063-TB ALUM. �r & � TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW A.LYNN MIU11"'P.E. TOPVIEWR. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH 13 2.144'.THE OPENING REQUIRES DESIGN PRESSURE OF 4600-60.0 PSF. / h NGArtCHGRs IN HEAa 1)IN17fALLYAS$UMING THAT A 1'WIDE MULLION 1S SlliTABLE,THE BULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+3211"=$5'.REFERENCING SHEET 26,THE COLUMN USING as RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABL S FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4•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. �>t FROM TABLE 3A,SHEET 7,THE 1'X 275'X.375'MULLION LENGTH=72",OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD �s 0 FENESTRATION DETAfLS, { ) o PRaoucTs sHEErs NOT BE SUITABLE FOR THIS APPLICATION, lgcox APPROVAL 2,3 'z I N FROM TABLE 4A,SHEET 8,THE 1'X 2.TS"X,650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDSTHE REQUIREMENTS FOR THE o T• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS, MULLION LENGTH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE 2X6 lY co ANGLE CLIPS WITH(4)012 ANCHORS HAVE ACAPACITY OF$85 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL- Z N a SEE O F GETaLs, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUC78E INSTALLED IN ACCORDANCE WITH THE J Ulll 2a INSTALLATION SPECIFICATIONS INTO.RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. � m � IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1.60.0 PSF.THIF�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72,7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W u S O NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USEQ TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: im 0 F- 32'—.--i 1•-32' .—I nl-�tuLlw!OT� 636LBS opENsrto wtGTn {60 PSF)X —72.7 PSF =524.0 LBS (MAYBE USED 70 QUALIFY#10 SrE£L SCREWS FROM TABLE 46) cn J Z. m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SRL.THE WINDOW FRAME DEPTH IS 2-3t8'.THE OPENING REQUIRES A ? w - DESIGN PRESSURE OF 450.0/-$6.0 PSF. _ c} FOR THE VERTICAL MULLION: F Q o 1)INITIALLY ASSUMING THATA 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'-105"AND THE OPENING WIDTH IS 36'+36"+1"=73.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.348'AND WILL F zz EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.07-55.0 PSF.IF THE TABLE GOES NOT SHOW THE EXACT SIZE,USE SNE NEXT LARGER SIZE AVAILABLE. W J h g MULL WIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.76'X.376'MULLION(LENGTH=108',OPENING WIDTH=SW)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-15.1 PSF Of y- o D. AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, d O FROM TABLE 12A,SHEET 16,THE 2-X 4-X 250"MULLION(LENGTH=.108",OPENING WIDTH=80")HAS A DESIGN PRESSURE OF 4/-643 PSF WHICH EXCEEDS THE REQUIREMENTS Q 0 Z SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. D. m SEE DETAILS, _� 32 FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36+2=74",NOT 73'AS PREVIOUSLY , o rca PRODUCT'S 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICAOFE FOR THE ADJUSTED OPENING.ALTERNAT!VELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112•+35-1/2'+2"=73'). _ ii i 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED M RTICALI I CONCRETE HEADER AND$ILL ARE 8'WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE, MULLION` 1 1.LL - USIN LENGTH SEE SEE G 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 a �D -ETaLS, DETaL E, ,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS,THEREFORE SUITABLE, ' OPENING SHEETS 2a 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,ALTERNATIVELY,ANOTHER HOR12, 72 L� /� MULLION TYPE COULD BE CHOSEN. RODUCTRBVISED MULLION /fJ �!J L vwtaplyingwitiftPkdd$ +2 1)THE MULLION LENGTH IS 3G-AND THE OPENING HEIGHT IS 32"+72: '=106".REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE 30 1d[ng Cbdc USED.FROM TABLE 12A,SHEET 16,THE 2"X 4"X.260-MULLION(@ LENGTH=42',OPENING HEIGHT=120*)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE ° 1W4°No REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPI ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ` t SEE haDETAOS,. 2j USE TABLE 126 TO FIND THE ANCHCR TYPE,ANCHOR QUAMITY AND CLIP TYPE REQUIRED FOR THE CMU SUOSTRATE.IN THIS EXAMPLE,ASSUME THE CtdU JAMBS ARE 8` i:urJ) ut-fit Cavci sHEETB WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B")CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 23ANCH6' CAPACITY ANCHORS AT AN EDGE ptSTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUH'ABLE,FOR THE REQUIREDANCHOR CAPACITY OF 521 LBS, �4N.{LYNN 30",HOwz _I 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 ti�,C�.•''ocly NSF''•�fi"Q r� t11-M-ULLLENCTH MULLLENGTH--Iil ) CAPACITY IS 1074 LOS WHEN USING 3 ANCHORS,WHICH IS GREATEII,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE �. �'.' '•,,tit OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. - t; N0.56705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:• - +1.04,7 PSF FROM THE VERTICAL MULLION; - '- +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; - �,-�'•, /��I rte, u,z" +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). t ATEIOF �C/ THE LOWEST DESIGN PRESSURE!S+664.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ''O'p �COR19P. ` VERIPY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM,THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION s'S/�(N�� PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY:FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYON M)t1111N,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58706 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: pp N h. 0 � PW PW � PW 1 W —____ �'' 2 U Z N m SHIDH SWDH SH/DH SHIDH pW PW - O � ,- _ c) Q Q Q it Q W h W o� O ' LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / m m ~ SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / /HINGED J DOOR j m SGD LOADING OF VERTICAL MULLION m W PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q LU. o u PW Q Z N F a _do o� PW PW PW N Z B W Y Y PW 7)7 -SWOH SWDH-' I - - - U O Q SWDH SHIDH Q••-� Z O 101 4 u / / I SHIDH 5$5 Of 1 JPWLOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONIPWHR I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL - MULLION P HINGED PW PW 1 NOTES: DOOR RODIICT REVISED scomplyingwAhlhe Florida 1)DRAWINGS ARE uldl,-Cadc 'Aj,(—�. 1 RERESENTATIONS OF TYPICAL %mptanw No +�'";al j PW CONFIGURATIONS. !r' / / / PW - CONFIGURATIONSNOT SHOWN _ MAY BE EXTRAPOLATED FROM �� CAu4�o1 .� co _ THOSESHOWN. n j 2)IF THE LOADING TYPE CANNOT \�� (U VN 4114I�ii�� BE DETERMINED,USE �. •.eo j PW RECTANGULAR LOADING. 'V1GENSE •.,� i� PW I / ;r PW 1 3)SEE PRODUCTS'APPROVAL FOR :• No.D87D5 '• j ACTUAL ANCHOR LOCATIONS. - �. 5y •_'_ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DDOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONSl� SGD :��'..• IATC•OF LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN fgIULt�R,.P.E. MULLION MULLION FL P.E.#68705 Florida Building Code Online Page 1 of 4 PGT Vinyl Impact PD 9 b ' Florida i._�;p: a}fiI.. BCIS Home i Log In 't User Registration I Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff I BCIS Site Map I Links Search or; BusinesC�� y Product Approval PrOfeSSIal USER:Public User Regulation t Product Aooroval Menu>Product or Anolication Search>Application List>Application Detail FL# FL251-R22 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC,and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski j rosowskiC-)pgtindustries.com Technical Representative .Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j rosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterio�Doors Subcategory Sliding Exterior Door Assemblies 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 1/30/2015 Florida-Building Code Online Page 2 of 4 Date Submitted 11/17/2014 Date Validated 11/21/2014 Date Pending FBC Approval Date Approved 11/21/2014 —" -...---....................._._..---..__..............—..-"------..............-........._. _.._.......................__...-....-------................................_......--..................-- ----- Summary of Products FL# Model,Number or Name. Description 251.1 SGD-470(Non-Im act) VinVI Slidinq Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R22-C CAC 11-1018.20.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 FL251 R22 II 11-1018.20.pdf" Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created b Inde endent Third Party: 251.2~ SGD-570(Lar a Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R22 C CAC 13-1125.05.pdf Aprova for.use outside HVHZ:Yes FL251 R22C CAC .14082011 PVC.pdf mpact Resistant:.Yes Quality Assurance Contract Expiration Date e gn e. i A 04/14/2016 Other:Please see Miami-Dade County.Notice of Installation Instructions Acceptance (NOA) for product performance information, FL251 R2211 '13-1125.05.12df anchorage details, and anchor type,size,and spacing Verified By: Miami-Dade BCCO-CER information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 JSGD-670(Non-impact) Aluminum Sliding Glass Door . Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R22 C CAC 11-1018.17.pdf Approved for use outside HVHZ:Yes Quality,Assurance Contract Expiration Date Impact Resistant: No 04/07/2015 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL251 R22 11 11-1018.17.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 251.4 JSGD-670HP (Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R22 C CAC 11-1018.18.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2015 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL251 R22 II 11-1018.18.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Part 251.5 JSGD-680(Non-Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R22 C CAC 14012309.pdf 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 FL251 R22 11 14012309,pd Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 251.6 JSGD-770(Large Missile Im act) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R22 C CAC 14-0123.10 includes Corner.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2015 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL251 R22 11 14-0123.10 includes Corner.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 1/30/2015 MlAMMADE MIAMI-DADS COUNTY pl PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 Sw 26 Street,Room 208 AFFAIRS(PERA) ltianii,Florida 33175-2474 BOARD AND CODE ADIIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �rw,ti.miamitlade.so�,a>era/ PGT Industries 1070 Technology Drive, Nolcomis,Fl.34275 SCOP.: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.Tile 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 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 matiner, 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 Mianli-Dade County Product Control Section that this product or material fails to meet tine requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, includin' the High Velocity Hurricane Zone. DESCRIPTION: Series"570/2770"Virr I Slidin Glass Door einforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SGD570-01 Rev B,titled`.`Vinyl SGD",sheets 1 through 13 of 13, prepared by manufacturer,dated 10/11/11 and last revised on 02/04/14,signed and sealed by Anthony L.Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianli-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 2 (sheet 8),table 3 (sheet 9) and table 4(sheet 9) of this approved drawing set for applicable SGD unit sizes,design pressures,reinforcements types, glass types,sill riser(detail sheet 6) and anchors requirements.See sheet(8).for various panels configurations and limitations. 2. Rigid White PVC,Tan (Non-white)Rigid PVC and Brown coated (Painted or laminated)white Rigid PVC to be Iabeled per referenced NOA9s) requirements, 3. Egress operable doors.must comply with min clear width or height per FBC,as applicable. 4. Pocket walls under separate approval,'to be reviewed by Building official. LABELING: Each unit shall bear a permanent Iabel 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 inaterials,.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 NTOA. 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 snail be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors all([ shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-1018.19 and consists of this page I and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Clianda,P.E. NOA No 13-1125.05 t�:crti•nant CbuNiry Expiration Date: April 14,2 016 i Approval Date: February 13,2014 41� Page i PGT Industries ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED s i A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files# 11-1018.19/#11-0107.04). 2. Drawing No.MD-SGD570-01 Rev B,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by mannfactmer,dated 10/11/11 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E.. ' Note: This revision consists of series changes,addition of Tan &Brown coated PVC and non- sill riser water rating use and limitations. B. TESTS (Submitted under files# 11-1018.19/#11-0107.04) 1. Test report on 1.)Air Infiltration Test,per FBC,TAS 202-94 2)Unifoi7n Static Air Pressure Test, per FBC,TAS 202-94 3)eater 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 with marked-up drawings and installation diagram of vinyl sliding-glass door,prepared by Fenestration Testing Lab,Inc., Test Report No. FTL 6638 (samples A=1 thru A-22), dated 11/19/10, signed and sealed by Jorge A.Causo,P.E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D.Brinson,P:E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5)per TAS 202-94,issued by Fenestration Testing Lab,Inc.,dated 12/06/10, signed and sealed by Jorge A. Causo,P. E. C. CALCULATIONS (Submitted under files#11-1018.19/011-0107.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT,dated 02/16/11 and last revised on 3-11-11, signed and sealed by Antliony L. Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04 D.. QUALITY ASSURANCE 1. Miami Dade Department of Regulatoiy and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their"White Rigid PVC", expiring on 09/30/14. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 10.00 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 12-1017.01 issued to Vision Extrusion Ltd for their"Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTM E-84, ASTMD 1929 and ASTMD-63 5, issued by EXOVA to Vision Extrusion for cellulosic composite material. 1-7t Islhaq I. Chanda,P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14,2016 Approval Date: February 13,2014 F-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Sentry Glass©", expiring on 01/14/17. ; 6. Notice of Acceptance No.11=0624.01 issued to E.I. DuPont DeNemours for`Butaeite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated NOV 14,2013 of compliance to FBC 2010 and"No financial interest",prepared by PGT, signed &sealed by Lynn Miller,PX . 2. Statement letters dated OCT 11,2011 of compliance to FBC 2007 &FBC 2014 and "No financial interest",prepared by PGT,signed &sealed by Lynn Miller,P.E. (Submitted tinder file#11-0107.04) 3. Letter of lab compliance,part of the above test reports. G. . OTHER 1. This NOA revises#11-1018.19 (# 11-0107.04),expiring April 14,2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller,P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10,prepared by PGT,Anthony L. Miller,P.E. I shaq I. Chanda,P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14,2016 Approval Date: February 13,2014 E-2 GENERAL NOTES:SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT,VINYL REINFORCED SLIDING GLASS DOOR_ DESIGN PRESSURE RATING IMPACTRATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. VARIES, LARGE&SMALL THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING SEE SHEETS 8&9 MISSILE IMPACT CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR);T_=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.09D DUPONT SENTRYGLAS 1-1116'NOM. 1-1/16•NOM. (FORMERLY KNOWN AS SENTRYGLASS PLUS), PVB=.090"DUPONT BUTACITE PVB: 7116"AIRSPACE 711VAIRSPACE NOTE: GLASS TYPE A:3/16"HS GLASS+.090"SG INTERLAYER+3/16"HS GLASS+7/16"AIR SPACE+3/16".T CAP BACKBEDDING GLASS TYPE B:3/16"HS GLASS+.090"PVB INTERLAYER+3/16"AN GLASS+7/113"AIR SPACE+3/16"T CAP alts'HS GLASS — 3116'AN GLASS SURFACES GLASS TYPE C:3/16"HS GLASS+.090"PVB INTERLAYER+3116'ANGLASS +9/16"AIR SPACE WITH HEAT-MIRROR FILM+3116"T CAP 3/16•HSGLASS 3/16'HSGLASS SHALL NOT BE APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. PAINTED OR LAMINATED: 3)FOR MASONRY APPLICATIONSIN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: OUPONT.090•4ExT. INT.), DUPONT-4EXT' INT.► 1/4"ELCO ULTRACON OR 1/4"ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. SENTRYGLAS® O961PV8 —3116'!GLASS '- 3/16IGLASS 7/16 • 7/16• PAINTED/LAMINATED SURFACE 4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X NOM 76 NOM 7 (DASHED LINES) INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE'1-1/2"THICK OR l 7 GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 7/6' j Q O i 78 79 7/6 j a i 78 9 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BjT�S j j 37 GLASBS = 37 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX. I i I NOA DRAWING MAP 1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER 71 2 77 SHEET SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORO PAINTED! 3 GENERAL NOTES..........1 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE"A" LAMINATEDGLASS TYPE"B" GLAZING DETAILS.........1 SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE INSULATED GLASS(DASHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE VERT.SECTIONS...........6 SCOPE OF THESE INSTRUCTIONS. 13116'NOhL ACCESSORIES...............7 9/16'AIRSPACE DESIGN PRESSURES 8-9 7)DESIGN PRESSURES: EXTRUSIONS..................10 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3110-AN GLASS PARTS LIST..... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3116'HS GLASS— CONFIGURATIONS........12 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. HEAT-MIRROR FIUM PANEL TYPES................13 THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 4EXT INT.)- EVALUATION NT.►EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS alta T cLnss OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DUPONT.0s0"PVB 7/16' fROBUCT R3YgF0 NOM 74 PAMTEDI LAMIH ED n npPLTtns w11A ft F1orw& 9)SHUTTERS ARE NOT REQUIRED. I URFACE(DASNEO �1i�Q cock 716' O 80 LINES) An.pcxc Ha 13-1/2S'd) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL BLAS i 1 L+r><nflv�p,t,Av I( CONFIGURATION FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 95"AND UP TO 120". I 3 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10-002-792(A)&10.006-10231;CAMBRIDGE 535753.09;ELCO ULTRACON PER CURRENT NOA; 71 2 I 175 B° rr�m Coo d ELCO CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES 3 (NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED DR LAMINATED)WHITE'RIGID PVC PER CURRENT NOA; GLASS TYPE"C" ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED WITH HEAT-MIRROR FILM 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE GLASS PREVIOUSLY KNOWN AS THE 2870 SERIES. INSTRUCTIONS: \N'.0III �� RovL ad B7 Dalo: R4Hskh: 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE `�� (LYNN 0141 i�� J.J. 10/11/11 FBC 2010 CODE SLIDING GLASS DOORS MAYBE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES B ��Z�•�O1 N3E''•,FQ '� OR C,USE TABLE 4,SHEET 9.FOR GLASS TYPE A,USE TABLE 3,SHEET 9 IF THE REQUIRED DESIGN * HONaoaey Date: RaNs on: PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET 8. _* Na.58705. J.R. 11/055/13 RENAMED 2870 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT A14DTHE NOMINAL PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. ` ® DosD a""er 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET G, 'W` N w= GENERAL NOTES&GLASS TYPES J ROSOWSKI ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ��'•. ST TE F ;\._�` 1070TECHNOLOOYDRIVE Tw: Delo: 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-4,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN �` FLOR\DP•'G�� N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. ,/��:cSS/pNAL��a`` NOKO.BO 29 VINYL smo: sr N DmwrS Rer. 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. A. Ah' lz\r e 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. PEase7os CERT.OFAUTH.#29290 570/2770 NTS 1 OF 13 MD-SGD570-01 B 2-TRACK CONFIGURATIONSI ---------- 8 Dema 02 8'MAX. MAX... DETAIL GI THIS SHEE , • THIS SHE DAYLIGHT OPENING(DL01 FORMULAS U' ANCHOR DETME ANCHOR APPROX.B•, WIDTH:PANEL WIDTH-8.9!16' OFTAtt A DETAIL 81 DETAIL B2 DETAIL 13 DE7AILA LOCATIONS FOR NEXT• LOCATIONS FOR BYPASS NONSTRUCTURAL f+- THIS SHEE ISSHEE THIS SHF,E THIS SHEF HEIGHT:PANEL HEIGHT•8.9tt8' ,,m- POCKET ; CONDITIONS. (HEADBSILL) II w-- -.A PANEL HEIGHT=FRAME HEtGtiT-2.5• CONDITIONS 21,8+ ANCHORS INTO - 12•MAX.O.C.:.. 'i P•HOOK. MAX.pC -- - - -' 1,' ^—ANDLOIDDTH DAYLIGHT -OPENING WIDTH WIDTH "— 1 ANCHOR Q CENTER OF 1 ANCHOR Q CENTER OF • / DETAIL DAYLIGHT OETAiI B1 EACH PANEL-SEE TABLES pETAa 4 EACH PANEL.SEE TABLES I f SHEET OPENING HEIGHT EXT.T ON SHEETS B$9. 6N SHEETS889. I � DETAILE EXT.T HIS SHEET i 'X'OR'O` 'X' a2f e'MIN.o.C. I PANEL TYPE PANEL TYPE 2ANCHORSQCENTER OF 2ANCHORS QCENTER OF POCKET r DETAIL B2 EACH PANEL.SEE TADLES ON pETAIL 2 EACH PANEL.SEE TABLES B�. I 'DETAIL 1 ETNL SHEETS 88 9. ON SHEETS 8$9. SHEET SHEET 5 EM.T EXT.T OTHERS /J 4"MtN.O.G. P EL 4•MIN,O.C. (UNDER / !'-T DETAIL 3 HEIGHT OLD SEPARATE�/ �-..7 SHEET APPROVAL} 3.219-MIN.O.C. - f _ CLUSTEROF3 - DETAILS / ANCHORS Q STILE CLUSTER OF 3 1 SHEET 5 INTERSECTIONS. ANCHORS Q STILE DETAIL C1 INTERLOCK SEE TABLES ON DETAIL 1 • TABLES S ON SHEETS ( ! SHOWN ) EXT.T •.• TABLES ON SHEETS 8 8 B. . .: ..!-:, ^; SIiEETS 8 8 9• EXT.T:"�}',.•;�:.': PANEL. -- _ PANEL 6'MAX (Q HEAD -4'MIN.O.C. �- --- -y- - 8 SILL), 4•MIN.O.C. 4'MIN.O.C, SILL) r,.• _ _ _L 8"MAX.. DETAIL C2 (HEAD$SI ) -'- -- -�1 F"� D SI ) LL CLUSTER OFS DETAIL (HEA 8 LL ANCHORS(aQ STILE CLUSTER OF S ANCHORS THISSHEE DeraLF x.375'TYP, INTERSECTIONS. Q STILE INTERSECTIONS, DETAIL 'I DETAIL HI - --- THIS SHF SEE TABLES ON DETAIL 2 . SE ETABLESONSHEETS HISSI, THISSHeE rRBDUCTkt'VISED DETAIL HZ EXF.T SHEETS 889. £XT-V 8&9. re apN7ring with the Florida .. .- �`�-^-Y�^---^"'' THIS SHEF C5+2 ANCHOR AvY{ap Cods f 3219,MIN.O.C. - C,+1 0R CONFIGURATION SHOWN; Attplutss No -f2� J 4-MIN.Q-C. CONFIGURATION SHOWN; _ 8•MAX. 8•MAX. (SEE APPLiCADIE DP �`---�-� (TADLES 2�3 OR ABLE DP R1pinHou IMtt - (TO END OF -(TO END OF 'TABLES 2.3 OR 4) ) ATTACHEDJAMB ATTACHED JAMB NOTES. $ 1)FOR CONFIGURATIONS,SEE SHEET 12. DETAILD DETACP tANCHORQ 2)FOR ANCHOR EDGE DISTANCE AND 1 ANCHOR Q > SILL ENDS. - EMBEDMENT,SEE TABLE t SHEET B. EXT,T HEADENDS. EXT.T 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8-StIlY NOTE:SEE TABLE t.SHEET S FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8-9118• RoVkW By. Date: Rev*W. ,.128 JAMB ��`��1�'`°N�14EN F?9/<< 'i� J.J. 10/11/11 FBC 2010 CODE 1.009' � ' •� F.Uea8y_ Data RavlsWi: No .58705 J.R. 11/05/13 CORRECT DLO 1.375 smo, DesafpWn: DOyEXT•TANCHOR LOCATIONS(2 TRACKS) ' J ROSOWSKI 0.{ •' T '(U� 1070TECHNOLOGYDRIVE 770.� ExTT 1.000' %F%--AtORIlDP- ��,�� N.VEW05 FL 34275 VINYL SGD INSTALLATION GUIDELINES 1111$110 y AL tiH h'OMtS FC 34274 scan stone Orewfa9m. Ror WEEPHOLE PATTERN 24"O.C. WEEPHOLE PATTERN Q StLL ENDS /r ` A L�P.E.NI6Ltv8T965PE CERT.OF AUTH.*29296 570/2770 NTS 2 OF 13 MD-SGD570-01 B I i 3-TRACK CONFIGURATIONS APPROX.D', DETNL A DETAIL B1 DETAIL C1 CETNL B2 DETAIL G2 pE7AIL NON-STRUCTURAL •-� t THIS VICE THIS THIS 3}{E£ � THIS SHEET TINS SH 7}{IS SHEE (HEAD&SILL) 1~ _ _ s _ 9'MAX: MAX. • - DETAIL ANCHOR -- -_ --_ I I DETNLA ANCHOR NEXT. � . OPENING __.___.___ LOCATIONS FOR LOCATIONS FOR DAYLIGHT J EXT. '. POCKET BYPASS 1 WIDTH CONDITIONS.- 21,5' CONDITIONS,- I • aETNL ANCHORS INTO MAX. SHEET 121 MAX.O.G. P-HOOK. 0.0. t ♦ DETAIL E j THIS SHE . ia Ltl 'X'OR'D' 'X' 'X'OR'O' f PANEL TYPE PANEL TYPE PANEL TYPE 1 ANCHOR Q 1 ANCHOR Q POCKET CENTER OF EACH CENTER OF EACH gY t DETNL 1 DETNL BI PANEL,SEE TABLES DE GI PANEL.SEE TABLES OTHERS I ,. SHEETS ETNL2 ETAG.2 EXT.V ON SHEETS 8&S. EXT.Y ON SHEETS S&9. (UNDER I SHEET 51 5}tEET 5 4'Mik DW. 2 SEPARATE D6raL APPROVAL) A57ggGql INTERLOCK J SHEET 2 ANCHORS@ SHOWN SHOWN TD-E-T-N—L B2 A.75'CENTER OF EACHANCHORS QgENTER OF DETNC 5 O.C.PANEL.SEE TABLES TNL ACH PANEL.SEE TABLES -1� SHEET g % DAYLIGHTEXT .ON SHEETSB&9. VNSHEETSB&9. OPENING ) ) HEIGHT 3.219•.MIN.O.C. - _ __ P NEL OF 6 MAX. 4'MIN.0.0.E • •HEAD / !!! rLOF PANEL . .... .�_ CLUSTER OF3 ;.':.,•,•._•;�, "..._ ' � (QSlLL) ANCHORS Q STILE "(CLUSTER OF 3 b'MAX 4 DETNC 1 INTERSECTIONS. DETAtt. 1 ANCHORS Q STILE f•�- _ __ — } SEE TABLES ON —� iHEAD&SILL} -5-TAIL-HI I� I 6•MAX., EXT.r INTERSECTIONS.SEE p£rNL G1 ErNL H2 -D TNL H1 DETAIL 02 '-�'I FFF••---•(HEAD&SILL) SHEETS B&9. EXTh' TABLES ON SHEETS 8&9. THS SHEE SSHEE THIS SHE THISSHEE pETNLF FIGU A THIS SHEE 4'M(N.O.C. 3.219'MIN.O.C. CS+I ANCHOR CONFIGURATION _ 03.2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4'MW.O.G. 4'MIN.O.C, TABLES 2,3 OR 4) TABLES 2,3 OR 4) CLUSTEROFS DETNL fTWHUCf HCY1Sxa ANCHORS(gj JAMB ®NttlFTitai xBhNs IcbrFla 415' STILE CLUSTER TERSEF 5 ANCHORS 1.125 Q STILE INTERSECTIONS. Hatb§8 L'°14 f Z O.C. INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS /uvrpeatty H� I 1 SEE TABLES ON LiFtnttw Da4e EXTY SHEETS 8&9. mv DETNL C2 3.219'MIN.O.C. 3.219•MIN.O.C. \ �` rro�uet Cea+i®3 6'MAX. S'MAX. 1.375 (TO END OF (Tp END OF ATTACIIEDJAMB ATTACHED JAMB ,T90' ~ ,SOD' EX7� EXTY DETAR D pETAIC P 1 ANCHOR Q tow' 1 ANCHOR(Q SRL ENDS. EXT. HEAD ENDS. EXT!` WE f OLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS LYNtj�C\CEN �4/(�FRovlwaBr. No. RerWm: J.J. 10/11/11 FBC 2010 CODE • Rewww. ttsta: RalhA n: NOTES: = : No.58705 *= J.R. 11!05!13 DETAIL E 1)FOR CONFIGURATIONS,FIGUIONS,SEE SHEET 12. - = 2)FOR ANCHOR EDGE DISTANCE AND' '/t = EMBEDMENT,DAYLIGHT NTNG(D O)FOR U �� tJy ANCHOR LOCATIONS(3 T Orelen By 3}DAYLIGHT OPENING(DLO)FORMULAS: �"�j '•, T �i �1� l ��`S� J ROSOWSK) WIDTH:PANEL WIDTH-8.9116• ��•, ST TE F 1070 TECHNOLOGY DRIVE 7Ne: auto: HEINELHEIGHTPANEL HFR ME H8.EIGHT /�SSlFLORtO,L�G`�` M.vEmO. ,FL X75 VINYL SGO INSTALLATION GUIDELINES 11/18/10 4)PANEL HEIGHT=FRAME HEIGHT-2.5' QN& ,ON 1VOKOM1s Ft 34274 Serlost w-I* 5mil: sn�ee arwwma R 4 A C PE.N b6 05'PE CERT.OFAUTN.H282D6 570/2770 NTS 3 OF 13 MD-SGD570-01 B• 4-TRACK CONFIGURATIONS APP BOX.6', DETAIL A DETNL DET it--2 DETAIL C NONDETAIL 62 DETNL STRUCTURAL--�j THIS SHEE THISSHEE THIS SNE THIS SHEE THIS SHEE THIS SHEE e• , (HEAD$SILL}� a•MAX. MAX. d----------"-----•---- OETAL ANCHOR 1 DETNL E ` '[ ANCHOR FOR I DAYLIGHT ........... ,EM• LOCATIONS FOR .4Exr. BYPASS I I OPENING WIDTH POCKETCONDITIONS. CONDITIONS. -(—.— ANCHORS INTO MAX.MAX. . I SHEET 12'MAX.O.C. P•H00% O.C. - .• DETAIL i 'X'OR'O' X' X. WOR'O' HISSNE PANELTYPE PANELTYPE PANELTYPE PANELTYPE DETNL G POCKET I ANCHOR @ DETAtt ETAL 2 ,TAU.2 1 A CENTER OF BY EXT.'I CEMER OF EACH SHEET SHEET 5 SHEET� DETNL$1 EACHH PANEL. PANEL.SEE TABLES OTHERS TABLES ON SHEETS 8 89. ON SHEETS 8&9. (UNDER /f ♦— SEPARATE DETAIL 3 EX7.Y APPROVAL) I INTERLOCK ASTRAGAL /INTERCQCK 9v1 2ANCHORS @} ' SHOWN SHOWN SHOWN DAYLIGHT —1_ I� DETNL 5 OPENING 4.75'EACH PANEL. A"MIN O.C. 2 ANCHORS @ CENTER OF ' ( F—\ SHEETS /L� /L_, HEIGHT OETTEB2 O.C.SEE TABLES Omit.G. EACH PANEL SEE TABLES ON SHEETS ON SHEETS 8&9. _ EXLY 8&9. EXT•Y — ANC _ —_ PEEL S.MAX, __. ____ 3,219•MIN,O.C. —�rr —� (@ HEAD &SILL) 321s•MBI.o04'MIN. 8'MAX, _ (HEAD&SILL ( 0-MAX., DETaILCLUSTER OF3 }ANCHORS @STILE CLUSTER OF 3 0 TNL G1 DET7� 2 DETNL 1 DETAIL G2 (HEAD&SILL) EXINTERSECTIONS. ANCHORS®STILEETNLSEE TABLES ON INTERSECTIONS,SEE ' --�-v'�-� �^ �'' ISSSHEETS8&9. DETNL TABLES ON SHEETS8&9. 05+1 ANCHOR CONFIGURATION C3+2ANCHORCONFIGURATIOI EXLYSHOWN;(SEE APPLICABLE OP SHOWN;(SEE APPLICABLE3,219'MIN.OC. TABLES2,3OR4) TABLES2,3OR4) 4•MIN.O.C. O.G. —" p17A9UCi'MCV Lti7fA 4'MIN.O.G_ CLUSTER OF 6. DETNL H2 .; 1• YO ttrR7Lz8 with the Flndd. 125 B 1 ANCHORS@STILE ' � ' " - 1 1hrNixS Codt 4.75' INTERSECTIONS. CLUSTER or 6 O.C. SEE TABLES pN 2.375•TYP. ANCHORS Qa STILE 1.D0a• �ug}lyf{ay Da{s t..rt ft t SHEETS8&9. 3NTERSEGTtpNS. SEE TABLES ON p DETAL 2 EXT:t( SHEETS 8&9. Sd the [; Ta{ EXT.'T' 3.219'MIN.O,C. 1.37b 3219'MW.O.C. 6'MAX. 6'MAX. .660' (TO END OF (rloANC.O.� END OF EXi.� ATTACHED JAMB pETNL FACHEOJAMB F_XT.'I i CW0' DErna ExT.YLLE . WE POLE PATTERN @ 24"O,C. WEEPHOLE PATTERN @ SILL ENDS 1 ANCHOR Q LLEO. 1 EXr.V HEADENDS. \``��0�.{1_YNN�fl(�y�j��i ReNcad Or Date: ReHsfon: �'��r'•41GENStic•'•.F�Q , 10/11/11 FBC 2010 CODE Q: Rattsodtly: Dais ReloteWr -'G NOTE.: r No.58705 •• J.R. 11/05!13 DETAIL E � -_ 1)FORCONFIGURATIONS,SEE SHEET 12. _ J�nT 2)FOR ANCHOR EDGE DISTANCE AND :G� "'�•;(�_ Descdpli : Drown sr. EMBEDMENT,SEE TABLE I SHEET 6. � D: •2 y/� .=jjj� ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI 3)DAYLIGHT OPENING(DLO)FORMULA$: '� STA EOF 1C1� HEGHT PANELL HWIDTH EIOHT•89/16' � •'• fiLORiOil .*' 107NTVENICE FL 342T61VE nuc: Daro: 4)CIGH HEIGHT=F!?AMEHEIGHT-2.S' � isS�C7NAt-��\\ NOXO.BoFL34274 VINYL SGD INSTALLATION GUIDELINES 11118/10 A t4NN(.( 'g,�P.E SabNttoud: 3wb: SbaoC DraWftg tta Ror. P.E858703 CERr.OFAU7H.#29298 570/2770 NTS 4 OF 13 MD-SGD570-01 B DETAIL 1 DETAIL 2A DETAIL 28 DETAIL 3 INTO MASONRY ASTRAGAL INTERLOCK INTO MASONRY IX OR 2X WOOD RUCKS7RIP,SEE CONCRETEICMU DISTANCHOR SUBSTRATE,EMBEDMND ENT REQUIRED IF DOOR iX BUCKSTRiP NOTE 4,SHEETI PER ANCHOR DISTANCE PER SUBSTRATE,SEE TABLE/,SHEETS 4 HEIGHT IS OVER RB' y REQUIREMENT EDGE DISTANCE 35 ASTRAGAL ADD-ON $ 9 5 CONCRETE/CMU NONSTRUCTURAL 2 g PERANCHOR 30 ASTRAGAL ADD-ON REINF. REQUIREMENT ANCHOR <... EMBEW'..1 ; - f 4p ptoxz-i!2•SMs 0 .•;a.' REMFORCEMENT SCR35 p EMBEDMENT L 20 OPTIONAL PER ASTRAGAL, I)IIIIIAIIIUIillllp' 6 EQUALLY.SPACED AND 7- 114* $ FROM ENDS(FACTORY Ud o L TYP.ANCHORTYPE,EMBEDMENT MAX. 1 SNSTALCEDj' Qn _ $ AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE I.SHEETS o o mmol I11 nm o Q 5 2$ 37 INTERLOCK 1G $ EXTERIOR $ a EDGE POCKET 6 7 ASTRAGAL BOX SCREEN " DISTANCE P-NOOK LOCKTILE Zl f03 FOR PANEL WIDTH _.._. PANELWIDTH-- 9d O 1W 16 }�—!!4'MAX. LOCKSTILES, !—I DOORFRAME WIDTH ASTRA ASTRAGALS, • TYP.ANCHOR TYPE,EMBEDMENT STILESFIXED 1" ODOR FRAME WibTH AND EDGE DISTANCE PER HORIZONTAL AND ICA'MAX.�1 II,-- $$ SUBSTRATE,SEE TABLE 1,SHEET HOR120NILS - RAILS SEE NOTES EDGE EDGE 3&6 DISTANCE #8 X3t4'SMS REINFORCEMENT r o p ••DISTANCE BELOW SCREW.'3 PER RAIL,LOCATED �° ATCENTE2LINE AND V FROM 't �nIA1t(i6tit, 2B ENDS(FACTORY INSTALLED) FOR 2.318'ROW INTERLOCKS TYRANCHORTYPE, $ 5 \ P� •2.318'ROW ONLY £MSEDMENTAND EDGE SPACING $ �..'.1� SPACING DISTANCE PER SUBSTRATE, 29 SEE TABLE I.SHEET 8� a Q nfmlunuur�uub� FgonucrusvlsliA e EMBED. >fa'iaalCltisptwill flat a-d" EDGEDISTANCE FIXED PANEL CLIP c �° MENT ! 'ANDANCHORS,SEE - o :CONCRETE/CMU 9%*a's-m--t 1—_ fa: PERANCHOR I DETAILSHEETT 118 STANDARD SCREEN REQUIREMENT 'g•7>��r�7 .'�`�'�''`�' 2X WOOD MNG.SERIP EMBEDMENT FIXED STILE 1/4 IMX. ORFRAMWG,SEE TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR 1i1 "--��Hii NOTE 4,SHEETI AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD SUCK$TRIP .PANEL WIDTH - 12 EDGE SEE TABLE 1,SHEETS OR FRAMING,SEE -- DISTANCE ' NOTE4•SHEETI DETAIL 3 DETAIL 2B .15DETAIL 3 NON-STRUCTURALINTp WOOD INTERLOCK I LINTO MASONRY ANCHOR EMBED- F.SENT 1/4• MAX. NOTES1)DETAILS APPLY IIIII T CONFIGURATIONS. T02,3AND47RACK \,N o� LYNN Milez Ra*.d67: DOW RAmm., P-HOOK C OOPTIONAC 2)SEESHEETS&4FOR ANCHOR LOCATION&SPACING. yIN��;-*0...NSE''•.F" �� J.J. 10/11/11 FBC 2010 CODE 45 REINF. 3)SEE TABLES 24 FOR REINFORCEMENT' _ PLATE(12"LONG,@ RaNseC6y: Date: RarJsbr+: REQUIREMENTS. PANEL IDS 4)CONTINUOUS ANCHOR PLATE,ITEM98,IS REQUIRED No.58705 _ J.R. 11/05118 N/A THIS SHEET AT ALL FRAME ANCHOR LOCATIONS. .. P HOOK ° o 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR — - O' Da Doan: Drem By: 4$ REINF. EXTERIOR ASTRAGALADDO"- 4: 3 y 1�{ HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, POCKF,.I 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE •'. `fir' : #16X1-it4• P-HOOK r} FULL LENGTH OF THE EXTRUSION.REFER TO TEST %�.(�'•., FLORIOF,:-G\�` � 1Q0TECHN0034178 E n� Dorm (5)(qT 2.518"O.C. �\/7 REPORTS FOR EXACT DIMENSIONS. �j'C�`S,•'•......••• \,` P,o.CE,FL BOX 3e VINYL SGD INSTALLATION GUIDELINES 11/18/10 STAIE DETAIL 1 L tit\ NOKOMI;S,a.W274 SaiiBNAfodN &aW Shmt U »t9tb. Ror, 1 .INTOWOOD A.C'II�tSMIILLAR,P.E. CERT:OFAUTH.429296 570/2770 NTS 5 OF 13 MD-SGD570-01 8 P.E.tl58705 L DETAIL 4 wrokAsoNRY DETAIL A DETAIL 4 DETAIL 4 SX DUCKSTRIP INTO WOOD IMQ MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND TYP. DISTANCE PE,EMBEDMENT AND INTO ALUMINUM MIN.2.7 KSI CONCRETE( —EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, HEAOPERANCHOR SEE TABLE I,SHEETS EDGE TYP-ANCHOR PE,SUBSTRATE, AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE I,SHEET REQUIREMENT,SEE EDGE DISTANCE PER SUDSTRATE, 2.318' TABLE S.SHEET ROW-••I SEE TABLE i,SHEET 6 SEE TABLE I.SHEET �l EDGE 1/8NUMS SUBSTRATE Ir- EDGE !DISTANCE ALUMINUM SUBSTRATE SPACING DISTANCE `� _ EDGE ROW ROW DISTANCE EMBED-'., J'. •.' y ly OlSTANCE SPACING �SPACING�." _ ..mew; �.o� ��. �3� .F• EMBED• t� ?� 114 , 1 x-14 4 II T1/4• 8 'MAX' X00 LJ 8 8 MAX, TO SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM 1X OR 2X 40 fj #8 X 314•SMS TYPEDGE DISTAPE,NCE PER SUBST AND E, WOOD. �� .REINFORCEMENT SCREW; EDGE DISTANCE PER SUBSTRATE, TABLE 1.ANCHOR TYPES: SEE TABLE 1,SHEET BUCKSTftlP. 7 SO 7PER STILE,LOCATED AS 18 GASTEEL STUD OR A38 110 NOTEb 37 CENTERLINE AND 6!,,9- Minimum Mln,Edge DISTANCE EDGE STRUCTURALT STEEL 12'FROM ENDS(FACTORY Type Substrate Anchor SHEETI FOR INSTALLED). Embedment Dis1*n*e Q ASTRAGALS, P.T.Southern Pin. #12 Sheat Melai Ber—(G5) 1313' 314" EXTERIOR FIXEDSTILES (SO-.55) 114"Etco NlmCon 1.1/7 1-314' AND 9 A 114"Elco Crete-Flex SS4 1.112° 1-314' 8 HORIZONTAL Aluminum,8083.75 min 412 Sheol Metal Set=(G5) 0.125" 112' I`Uly RAILS Steel Stud,or.33 min. 412 Shaal Metal SCmv(G5) 1800(0.0451') 112- A36 81.01 12'A3681.01 , #12 Shaal M.W Sc—(G5) 1890(0.0451') 112" DETAIL4 SILL RISER VARIES m 26 WITH REQUIRED U P.T.Southam Pine(SG=.88J #12 Woad Scraiv(05) 43IS' 314" INTO STEEL a POSITIVE DESIGN Concrete(min.2.7 ks7 114'Etc*UlimCon 1.318" i^ FRAME U w PRESSURE,SEE TADLF. METALSUBSTRATE DETAILS SHOWN FOR HEAD 0SEE NOTES � A,SHEETS 8$g. Concrete(min.3,35 ks!) 114"Eleo Crele•Flex 884 1314" 1" (SIMILAR DETAILS APPLYTO FRAME JAMB AND SILL, HEIGHT, p PANEL 19 C 1/4'Elco UllraCon 1-1/4• J+ EXCEPT POCKET JAMB SEE HEIGHT BELOW Unproulod CMU,Jambs Only ) X,TABLES O 18 (ASTM C•90) 2,3$d FRAME o1 114"Elco Crele-Flax SS4 1414" 1-314' zd c~e HEIGHT- 17 con*reto(min.2.7 kap ilb•Elco UBr.Con 1318" 24112° rK.,OylFa s w1 4�Ac Flpiis+, 2.112' 27 ASIS• Concrete(rNn.3.35 ksl) 114"Etco Cmt&nex 804 1.314" 2-1/2" tly{be6C k 78 RISER 4.118• DNo "r_/j /tel 43 4 RISER R3-1112,ISER tjnlgouted CMU,Jambs only 1WEt.o UllmCat 1-114^ 2_112" 4 , , •t> G 0wil (ASTM 690) r 1/4"Elco CretaFlex SS4 1.1/4" 2-112' 26 27 va 121 I 3 NOTES 12 r /� ,)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS, 122 @) 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION$SPACING. 124 13 - 91 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS, 404)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS, 15 8 2 101 102 �� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL AOD-ON. p 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO t� 1 �' 8 Q 1 11(18' TEST REPORTS FOR EXACT DIMENSIONS. L — '..r; dlei .•. ...•.:. .. 5 '.. GROUTAS LYNN Royhod 6y: Data ROWNW: 1/4' .' NEEDED, -/- 114' ti, EN$ MAX. Ek{$EOMEN7"o •k•" sEE MBE ' ••'�G •F J.J. 10!11111 FBC 2010 CODE •.s ""�: ..,'• NOTE 6, ./ MAX. ••,k i x.rtsed8y: Dotes r_ r .e.... R.Ns.Lw: a--•:MIN.2.7 KSI SHEET, _ A j ND.58705 J.R. 11!05!13 N!A THIS SMEE CONCRETE(a) _ GE SILL PER AND 2X WOOD BUCKSTRIP _ EDGE _ DISTANCE-�� OR FRAMING,SEE DISTANCE ' OemdPlhl: Dmim Dy, REQUIREMENT, NOTE 4,SHEET, :.-1s � f` :watt VERTICAL INSTALLATION DETAILS J ROSOWSKI TYP.ANCHOR TYPE,EMBEDMENT SEETABLE I, TYP.ANCHORTYPE,EMBEDMENT ••�•, STAT O SUBSTRATE SEE TABLE I,SHEET B SHEETS SUBSTRATE,SEE ABLE AND EDGE DISTANCE PER t,SHEET ��0'�•-'•.,FLORi04;, �j�� l07M VENICE.FL 34274KE Dees Data DETAIL 5 DETAIL 5 F C� F:O.BOX1529 VINYL SGD INSTALLATION GUIDELINES 11!18110 INTO MASONRY INTOWOOD ''�1s'lONA�- �`` 1,rnxaM{s,Ft3a2r4 �,,,f,.sna*a.z spm; ghe*t; N,• aar A.L1rNNIMILLI_I2,P.E. P.E.17567D3 CER7.OFAIITH.#29798 570!2770 NTS 6 OF 13 MD-5GD570-01 6 HEADER BLOCK TO HEAD 1)INSTALL 2)INSTALL JAMB TO HEAD (6)ANCHOR CLIP INTO CLIP INTO ATTACHMENT BLOCKHEADER 50 ASSEMBLY �oTYPE AS USED PANEL a FRAME INSTALL ONE BLOCK AT IN INSTALLATION, STILE ° JAMB& EACH INTERLOCK. TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)Ill 0 X a ° ��hyy SEE ONE BLOCK THAT TABLE 1 SPANS BOTH PANELS. �- 1.;i'SMS �—�, i I I 3 O#8 X 1" q a i MS o ktBNpt� � O �❑ I � � - S ys d o FIXED PANEL CLIP FIXED 58 INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-TO-FRAME / (2)1/4"x 20 x 2-1/4' CLIP JAMB LOCATION. ✓ THREAD-CUTTING _ SCREW (2)#8 X S ` SMS ILII i \ Vol PLATE COVER TABLE Y REINF.PLATE 25 68 #10 X 2"SMS(4) SHEET 8 #8'X 1-3/4"SMS 65 _ \ 10 '1 KEEPER q I JAMB TO SILL ASSEMBLYKEEPER TO JAMB LOCKING JAMB�� _� \\ � �� ATTACHMENT o REINFORCEMENT PLATE SHO N FOR DOORS OVER 95".10 ANCHORS @ 10 KEEPER nwDucT kFvM m 3-,6",9",12",&46.5."FROM EACH END n agwovloq nItb me►bdu NOTES � / o 1)DETAILS APPLY T02,3AND4TRACK CONFIGURATIONS. p ��'dt r 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. - 3)SEE TABLES 2.4 FOR RE(NFORCEMENTREQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE.ITEM 118,IS REQUIRED AT INTERL ALL FRAME ANCHOR LOCATIONS. — 66 #10 X ��Dd.rr"ad c--m ®REINFNF. (4)0 SM COVER J-- INTERIOR 2" S \ I ' EXTERIOR I / INTERLOCK REINF.© �ItNIrII BOTTOM RAIL 0:.\ s� PLATE #10 X 2-1@" \\,\SON(LYNN M/��0�� Rovtwpr. Deice Rewio 11 SUPPORT , SMS Vit; ��ceNs J.J. 10/11/11 FBC 2010 CODE I i °. \ . :• RafmdB7: Dsra RaNsbn: (2)910 X 1"SMS \\ �*� No.56705 THROUGH SUPPORT. = J.R. 11/05/13 NIA THIS SHEE INTO PANEL * _ ©, DesrdP9on: °a /#10x2"SMs - ° G` - -® �; ACCESSORIES INSTALLATION DETAILS J ROSOWSKI L PANEL '•. sT TET( <v. INTERLOCK SILL RETAINER ASSEMBLY 'O 1070TECHNOLOGTDRNE ]rude: 'C FCORIOP:•' �\�` N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 CLIP ATTACHMENT ALL PANEL CORNERS WELDED, �'i� CY NO ASSEMBLY FASTENERS, 7/iSONA� NOKOMISFL34274 �� R• surto; snooe Dmwo9No. Ror. INSTALL ONE ASSEMBLY AT EACH INTERLOCK A,L11 1.tIL7 P.E. CERT:OFAUTH.#29298 570/2770 NTS 1'7'OF 13 MD-SGD570-01 B • P.E.t15370D TABLE 2: TOTAL#OF ANCHORS CLUSTERED \1p... L.... THROUGH THE HEAD&SILL AT EACH PANEL �� Q,,,• LICEAS, MEETING POINT.(EX:FOR C341,3 ANCHORS F Cp Series 570&2770 Anchor Quantities and Design Pressures REQUIRED AT PANEL MEETING POINT AND 3rIvH;SGL4s-.o90• ANCI(OR REQUIRED AT MIDSPAN OF PANEL). Z NO.58705 '•x-; SGINTERAYtrt+3116• FRAME HEIGHT(IN)' HSG(ASS+7I16•AR ANCHORAGE TYPE PER SUBSTRATE / - SPACE+3110-TNT.CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN '�� ST 80 84 Be - 108 120 PRESSURE,USING THE ANCHOR ;T A QUANTIES LISTED BELOW.SEE �31 ORION TABLE 1,SHEET 6,FOR COMPLETE i s ••..... .w,``G\`�� m¢ m m m U m p m¢ m d U m❑ °'¢ °y'm m U m❑ m¢ °'m m U m o ::a m to m U m o ANCHOR LIMITATIONS. '��//,()1VAL NOM. Ltl $ L0$ E $ $ So $ Lo$- La $ S° a' S. -`-� $ �«°$ @$ $ So $ N b'. L° $ T�� $' �. �° $ Iao $ A.LYIM MILLE1f�`P.E. PANEL FRAME r� �' '. '' " '' '' '' k+ ', o', ' '' '' g ', n '' '. '' '. +, '. '. TABLE KEY: NOM. ` ` F f H H ` f +- ` H f- F= F F F Ji I- F- r f- P.EJ}69705 WIDTH SIDE N U N ` rq{$ u) $ N`o W o W ``� N` qN; t/1`o r0 r�, NR-` N W N a m v 10 m g PANEL FRAME A (w) WIDTH SIDE 3¢ 3¢ Ma 2a 3a 3¢ 7a �a 3< 3a �¢ �,a 3a 3a �a �a` 3 3.a �< �a �"� zm CD - - � Head 8 sill C3+1 W [` Head&SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 JamO 6, 0 0 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 6 6 6 6 6 6 6 6. 24 P-hook o- v 24 P-hook 8 8 8 8 8 8 8 8 9 .9 9 9 10 10 10 10 11 11 11 11 Pres D.0 ro 80.0 Z U) Design +80.0 +60.0 +80.0 +60.0 +80.0 +BOA +Sao +BD.O +80.0 +80.0 +80.0 +80.0 +60.0, +60.0 +60.0 +60.0 +60.0 +80.0 +60.0 +60.0 � � -.._... ....._- W Pressure -80.0 -80.0 50.0 -Sao -80.0 50.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 55.0 -65.0 -55.0 55.0 -65.0 55.0. -65.0 •65.0 NOM. °� � Z o PANEL=FRAME WIDTH 00 J Head&Sill C3+1 C3+1 C3+1 C3+1 0341 C3+1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 WIDTH ft OF PANELS Q N W Jamb 6 5 6 6 5 6 6 5 6 6 6 5 6 6 6 6 - 6 6 6 6 Q CO 30 P-hook 8 8 8 8 8 8 8 8 0 D 0 0 10 10 10 10 11 11 11 11 () W THE MAXIMUM NEGATIVE DESIGN N 0 Design +80,0 +80,0 +80,0 +80.0 +00.0 +80,0 +80.0 +00.0 +e0.0 +60,0 +80,0 +80.0 +60.0 +60.0. +80,0 +60,0 +60.0 +60.0 +60,0 +60,0 PRESSURE ATTIIESE ANCHOR O W � (7 Pressure -60.0 -80.0 -Bao -60.0 -80.0 1 -80.0 -80.0 -80.0 -80.0 -Sao -60.0 -8ao 55.0 -W.0 -05.0 -65.0 15.0 55.0 •65.0 -65.0 - QUANTITIES. _ r ...I Z 8 00 Head&Sill C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C6+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE N J Q O Jamb 5 5 6 5 5 5 5 5 5 5 6 5 6 6 6 6 6 6 6 8 ANCHOR QUANTITIES.ADDITIONALLY, U m 1--. I--' THE MAXIMUM DP FOR THE SILL HEIGHT m Q W .¢_I (/) 36 P41ook 8 8 8 a 8 8 8 8 9 9 9 9 10 10, 10 10 11 11 11 11 MUST ALSO BE CONSIDERED,SEE LL rc �-• J H Design +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +80.0 t80.0 +80,0 +60,0 +80.0 +60.0 +60.0 +60.0 +60.0. +60.0 160.0 160.0 +60.0 TABLEA,THI55HEET. Q Z , Pressure -80.0 -80.0 -80.0 -8D.0 50.0 -80.0 50.0 50.0 50.0 -80.0 •80.0 -80.0 •65.0 55.0 -665.0 55.0 165.0 55.0 55.0 55.0 TOTAL N OF ANCI IORS TIIROUGI 171 IE P-HOOHead&SIII C5+2 C3+2 C3+1 C3+1 C5+2 05+2 C3+1 C3+1 C5+2 C5+2 C5+1 C3+1 C5+1 05+1 C6+1 C3+1 05+1 C5+1 C5+1 C3+1 THROUGH C rr- �O W Z Jamb 6 6 6 5 6 6 6 5 6 .5 7 b 6 6 6 6 6 6 7 6' TOTAL#OF ANCHORS THROUGHTHE O r Q O 42 P-hook B 8 8 8 8 8 8 8 10 9 9 a 10 10 10 10 11 11 11 11 JAMB Z U) N Design +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 plG 1; Ur J a Pressure -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -50.0 50.0 -80.0 -80.0 -80.0 -80.0 55.0 55.0 55.0 •65.0 55.0 55.0 -65.0 -65.0 OH LENGTH ? } LO Head&Sill C5+2 C5+2 C3+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 C5+2 C5+1 C3+1 '� W b Z Jamb 6 b 7 5 6 5 T 5 7 6 8 5 8 8 7 6 7 g B g DOOR ASSEMBLIES INSTALLED WHERE ❑ , THE OVERHANG(OH)RATIO IS EQUAL _ 48 P•hook 9 8 8 8 10 8 8 8 11 9 9 9 10 10 10 10 11 11 11 11 TO OR MORE THAN 1 IS EXEMPTED �i FROM WATER INFILTRATION Doslgn +80.0 +80.0 480.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +80.0 +80.0 +60.0 RESISTANCE.THE OVERHANG RATIO p Pressure .80.0 •80.0 -80.0 -80.0 .-60.0 -80.0 -80.0 50.0 -60.0 50.0 180.0 -80.0 55.0 -65.0 55.0 -65.0 55.0 55.0 55.0 55.0 i SI TALL BE CALCULATED BY THE Head&Sill Cl C5+2 03+2 C3+2 C5+2 C5+2 C5+2 C3+2 C6+2 C5+2 C5+2 C3+2 0 FOLLOWING EQUATION: r x Jamb 6 5 7 5 6 6 8 5 7 6 9 b TABLE A: OH RATIO=OH LENG7WOH HEIGHT xV m} 4 54 P•hook 10 8 B 8 11 8 8 8 12 9 9 9 Walor-Limned(+)Design Pressure o 0 0 0 +160.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 1)THELESSERVALUEOFTABLE ao 14 Design Nominal SIII Actual Sill Max.(+}DP A AND TABLE 2 DETERMINES THE i 2 Pressure -80.0 50.0 50.0 -80.0 •80.0 10.0 -80.0 50.0 -80.0 50.0 -80.0 50.0 Helghl Height Allayed WATERL111t6' (+)MAY 2)THE 1-11116'SILL MAY ONLY BE Head&SIII C5+2 05+2 C6+2 T. C5+2 C5+2 C6+2 C3+2 C6+2 C6+2 C6+2 C3+2 1-11/16- 1.688" Soo 2)at right USED WHERE WATER Jamb 6 6 8 5 8 8 8 5 7 7 10 6 3-112" 3.464" *60.0 par INFILTRATION RESISTANCE IS 60 P-hook 10 8 8 D 10 8 8 8 11 9 10 10 NOT REQUIRED OR OVERHANG IS 4.1/16" 4.037" +80.0 psf PER FIG 1.IF SO,(+)UPS SHOWN Design +67.0 +80.0 +80.0 +80.0 +07.0 +80.D +80.0 +60.0 +07.0 +80.0 +80.0 +60.0 + IN TABLE 2 MAY BE USED. p'wDUCT la Vt)ED Pressure -67.0 -80.0 50.0 -80.0 17.0 -80.0 -80.0 50.0 17.0 10.0 110.0 50.0 4518" 4.614" 100.0 psi u ewFIyI�Y Ilk Ill.,Flnrlr4 Pa3dl�cade _jig ,G Nr. NOTES Rolnforoomonts Roqulrod,(Soo Portson Shootl0) plass 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. IntedOck LocklFlxed Stile Astragal Astragal Addon Top/Bottom Rail Plate(Part#24,26) T1/Po 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. - t Part#29 Parl#26 Part#26 Part#30 Part#20 Required for Heights Wer 96"1 A 4)CONTINUOUS ANCHOR PLATE,ITEM Na.IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. e)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. TABLE 3: TABLE 4: `\`\ 0o LYNN Mzz� •'v ENS Series 2770 Anchor Quantities and Design Pressures Series 570&2770 Anchor Quantities and Design Pressures C• 3rlc is ernes•.oso• 31t6•H C4A88+.090• _... •- *•' No.50705 '. SO MFAIAVFR 13110 _ FPAME HEIOHiPM PJe FUMAYM-3117 FRAME HEIGHT OM HS OIAss+7110 AR ANOI/55+711C AR -_ ts, 6a\CE+3nCTN1.CAP 8-PANEL MAXIMUMCCNFI3URATON SPAtE+3I1CTM.CAP 8-PANEL MA)QMUM CONFIGURATION -eo s4 sa eo ea ' E ¢ m U d m ¢ m U E m ¢ m d u o a m 0 o a m U d m ¢ m U o '� ••j0LOR10P•' NOkL a x NOM. x x 5k � x x '�,�FSS ••..•• ��C`�. PANEL FRAME f �' r B r r r 'I-' f F �' �' PANEL FRAME H r S H I• ai$ r3i$ h` rn �+$ m$ w$ in$ $ m$ m$ rp WIDTH SIDE � � ~ ~ ~ I SNA \ WI SIDE 1q �' o �+ a m$ 1° m N re A.Ll/tftJ�ILLLIi),P.E. ON) 8 B s s s B a s (� a s to l9 P.E.468705 o Head&6111 G3+1 03+1 C341 C3+1 03+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Heed&6111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3M C3+1 C3+1 G3+1 C3+1 03+1 Y r y.DO C7 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Jamb 5 5 5 5 5 5 5 5 5 I 5 5 5 p�0 C:) 24 P-Hook 0 0 B 0 8 8 0 B 0 9 6 9 24 P-hook 0 0 8 8 .8 .8 8 8 0 D 9 D »> to Doelgn +100.0 +100.0+100.0 +100.0 +100.0+100.0 +100.0 +1Do.0+100.0 +100.0+100.0+100.0 Doslpn +60.0 +60.0 +00.0 +60.0 +80.0 +00.0 +80.0 +60.0 +00.0 +60.0 +00.0 +00.0 Q Pressure -100.0 -100.0 -100,0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 •100.0 -100.0 -100.0 PMnurb 80,0 80.0 80.0 -80.0 -60.0 -60.0 •80.0 80.0 80.0 -60.0 80.0 •80.0 ii(n d 0 Head&6111 CSrf 03+1 C3+1 03+1 05+1 C3+1 C3.1 C141 C5+1 C5+1 05+1 03+1 Hand&Sill 03+1 C3+1 03+1 03.1 C3+1 W3 l C3+1 03+1 C3+1 C3+1 C3N 03+1 ro' � Z 6 Jamb 6 5 5 5 5 5 5 6 6 5 6 5 Jamb 6 5 5 5 5 5 6 5 5 5 5 5 O t1.( E 30 P-hock 8 8 8 8 8 8 8 8 D 9 9 9 30 P-hook 8 8 8 8 8 8 8 8 0 9 9 9 0 Z o Design +100.0 +100.0+100.0 +100.0 +100.0 +100.0+100.0+1D0.0 +100.0 +100.0 110D.0+1110.0 Design +60.0 +60.0 460.0 +60.0 +60.0 +60.0 460.0 +60.0 +60.0 +60.0 +60.0 +60.0 LL1 W ,d. J CA Pressure .100.0 •100.0 -100.0 -100.0 400.0 •100.0 -10DX •100.0 -100.0 -100.0 -100.0 -100.0 Pressure, &00 -60.0 80.0 -60.0 -60.0 •60.0 •60.0 -60.0 430.0 80.0 •60.0 -00.0 Q Q 06 M Head 8 Sill C5+2 C5+1 C3+1 03+1 C5+2 CSN C5+1 C3+1 05+2 C5+1 C5f1 C3+1 Head&Sill C3N C3N C3+1 C3N Cif 1 C3N C3N C3N C3+1 CS N C3+1 C3N LLI Cn r Jamb 5 5 6 5 5 5 8 5 8 5 7 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 LL, 30 P-hook 9 8 8 8 9 8 8 8 10 9 0 0 3B P-hook 6 8 8 e 8 0 8 -8 0 9 9 0 t� " Design +100.0 +100.0+100.0+100.0 +100.0*100.0+100.0+100.0 +100.0 +100.0+100.0+1DD.0 Design 460.0 460.0 +6D.0 460.0 +60.0 +60.0 460.0 +60.0 +00.0 +60.0 460.0 +60.0 J Z 8 0) Pms m -100.0 -100.0 -100.0 -100.0 -100.0 •100.0 •100.0 -100.0 -100.0 -100.0 •100.0 -100.0 Pf"Suf0 8D.0 -60,0 80.0 •60.0' •60.0 80.0 80.0 •60.0 -60.0 -80.0 •80.0 •60.0 cV e m O Head 8 SIII C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 05+2 C3+1 C5+2 C5+2 C5+2 C;+t Head&Sill C3+1 C3+1 C3+1 C3+1 -C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 03.1 V Jamb 6 5 7 5 8 0 7 5 7 6 8 5 Jamb 5 5 6 5 5 5 6 5 5 6 5 5 LL j2 m Q ()J 42 P-hook 10 8 8 8 10 8 8 8 11 9 0 9 42 P-hook. B 6 0 8 8 8 B 8 9 9 9 9 ~ (Z' J Z Design 4100.0 +100.0+100.0+100.0 +100.0 N00.0+100.0+100.0 +98.0 +100.01+100.0+100.0 Design +00.0 +80.0 +BOA +00.0 +00.0 +00.0 +60.0 +80.0 +pe,p +00.0 +80.0 +00.0 C/J � H Z Pma:aro -100.0 -100,0 -100.0 •100.0 -100.0 •100.0 -100.0 -100.0 -90.0 -100.0 •100.0 •100.0 LIJ Pmssum 80,0 .60.0 80.0 -60.0 80.0 .60.0 .80.0 -60.0 80.0 -60.0 80.0 80.0 Head&SW C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 CS•2 C5+2 C5+2 Head&SIII C3+2 C3+1 03+1 C3+1 C3+2 C3+1 03+1 03+1 C5+2 03+1 C3 1 03.1 r to LU Z Jamb 7 6 7 6 8 5 7 7 10 5 Jamb 5 6 6 5 5 5 5 5 6 6 6 5 p r, of f0 O 48 P-hook ll 0 12 0 8 6 12 9 10 t0 48 P-hooN 8 8 8 8 8 8 B 8 9 B 9 9 t-- n-pp318n +100.0 N000 jefi +100.0 N00.0 N00.0+100A +87.0 +100.0+1000 +100.0 Design +60.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +80.11 +80.0 +80.0 +B0.0 +60.0 Z (nPmssum -1000 -1000 -100.0 •100.0 -100.0 -100.0 -87.0 -100.0 •100.0 -lD0.0 Pressure 80.0 80.0 80.0 811.0 $11.0 80.0 .60.0 80.0 •80.0 80.0 .60.0 80.0 s: } 11mtt { Reinforce Required, Parts on Shoot l0) Glass Typo, Reinforcements Required, Parts on Sheat 101 Glass typo, ILLI aZ_ � Warlock LocklFlxed Stile AsImgk Astragal Addon ToplBollom Rail ISOs Shoot 1) Inledwk LwklFlxad Stile Aslrapal Astragal Addon ToylBotlom Reil (600 Shoot 1) rc dd Par1429 Petit 26 Part#20 Parlt Panll 28 A Standard Panfl29 PadN 23 Pad1126 PedN 30 Pad#28 e Therma1,001on PeriN 28 1 Ped#27 1 Pnd#27 I PadN30 P0d#27 B,C 0 � TABLE KEY: NOTES 'lS0 ANCHORAGE TYPE PERSUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: 1)DETAILSAPPLY TO 2,3AND 4 TRACK CONFIGURATIONS. O ka! PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE I, 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. ORI � SHEETS FOR COMPLETE ANCHOR LIMITATIONS. Water-Llmlted(+)Design Prossuro 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 00 (j NOM. 4)CONTINUOUS ANCHOR PLATE,ITEM 48,IS REQUIRED AT ALL FRAME ti PANEL FRAME A TOTAL CLUSTERED THROUGH THE HEAD BSILL AT EACH Nominal Sig Actual 8111 Max.(+)DP. ANCHOR LOCATIONS. �z z WIDTH SIDE Height Height Alirnved 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. N, PANEL MEETING POINT.(EX:FOR C3-1,3 ANCHORS REQUIRED AT PANEL 6 SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. 0M MEETING POINTAND 1 ANCHORREQUIRED AT MIDSPAN OF PANEL). 1-11116'. 1.688, See 2)helow FIG 1: ) Head&Sill C7+1 Jamb 5-- iOTAL40F ANCHORS THROUGH THE JAMB. 3-112" 3.464" 460.0 psf OH LENGTH 24 P-hook a- TOTAL#OF ANCHORS THROUGH THE P-HOOK. 4-1116" 4.037" +80.0 psf DOORASSEMBLIES INSTALLED WHERE Design +100'0 4.614" +100,0 psf THE OVERHANG(OH)RATIO IS EQUAL k-imDUCr iulms'ac, Prosauia -100,0 THE MAXIMUM POSITIVEDPAT THESE ANCHOR gUAMfrIES.ADDITIONALLY, TO OR MORE THAN I IS EXEMPTED THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE 1)THE LESSER VALUE OF TABLE A ANO TABLES FROM WATER INFILTRATION •e° +n1:lrirry rilh INr F1orIW NOM. TABLE A,THIS SHEET. 3 AND 4 DETERMINES THE WATER LIMITED(+)OP. RESISTANCE.THE OVERHANG RATIO A., C 14 1 _FRAME WIDTH 2)THE 1-11!10'SILL MAY ONLY OE USED WHERE = SHALL BE CALCULATED BY THE g �paRr In H u j WIDTH 40F PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. WATER INFILTRATION RESISTANCE IS NOT 0 FOLLOWING EQUATION: REQUIRED OR OVERHANG IS PER FIG i.IF SO, 9ry,. �Gh -�r1'tom +OP'S SHOWN IN TABLES 3 AND 4 MAY BE USED. OH RATIO=OH LENGTHIOH HEIGHT 1 p 1�1 /fC.9LU L441L+F4 5.875' 5.875' 3.000' 1.595' - -► 1.59s' ^I ~I -^{ 1.670' 1.A30• I � -1 too• 9� 1.812 0 o Q 1.6x8 ®REINFORCEMENT ,,aas 125 100' d�� O COVER ,,o 2.833' .300- I 2.768' .400- 2.768' RIGID PVC 2.368• O 2 TRACK HEAD/JAMB O2 TRACK SILL r'229• �- 1 RIGID PVC RIGID PVC v ^I I 125 1--2.667•-^I T .120` '-^I F---.182' .120• -.-I I...-.,82• 8.250* 0 e.zso ©5 REINFORCEMENT 26TOP, OM OM 28 7 REINFORCEMENT '@9REINFORCEMENT 1.812• O-E •100• O 8� LATEAND STILE AND STILE 6005-T5ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-T5ALUM. 100 ^lulO C� p 1.688 6005-T5 ALUM. COMPOSITE 1 /�� r; 2.511• Q 3 TRACK HEAD/JAMB Q RIGID PVC O3 TRACK SILL F osD RIGID PVC 3os 10.826' - --� �--v� T 10.835' 3.483' r ,1°0• SII 5 OI l�O-I� 101.,gB• ��1 9 T II' _.g9a• 4279' Lil .700• 112•dQ^lLLux m' JU�®l LlaJr_�1�' .125' 1 2.710' 4.635' IJ LL1nlJJ 2.141' 11 I LVI, RIGIDPVC4 TRACK EAD/JAMB RIGD PVC4 TRACK ILL 22x1 r .725 � 1:I II-- -i •- i 540 -"I .030• �-{ .650• {�Q/ptp��I^-1.000 30 ASTRAGAL ADD-ON 31 REINFORCEMENT 35INTERLOCK 36 ASTRAGAL ADD-ON PANEL STILE,TOP 37 AND BOTTOM RAIL ' rLL 540' 949 ISI REINFORCEMENT PLATE O ADAPTER O RIGID PVC .500 ��- as2 1z5 301 J 500 I I 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC J �f�--.oer. T- T �--il-.962 FRAME SCREW gNCHOR PLATE TRACK INSERT KEEPER BOTTOM RAIL 1--j.875- �^I 975 r- 875 f-- �t.Ozo r- �{1,343 I-- COVER ®6063-T6 ALUM. O 6063-T6 ALUM. 10 6063-T6 ALUM. 11 SUPPORT r -•- .082- T- •082. 1.306 -oso• i� 1.593' I+ RIGID PVC 6063-T6 ALUM. 1.993 1 t.0I03•� tsv' ---^� 1.435' 1.013' - 1.487' �I tA3� T 1.467• I+- J-J�� .062•. 1 •�`;I� A.071 1 .320• .055'J Oso a a ] t s}° 0 BOXSCREEN 91BOXSCREEN 2BOXSCREEN 93BOXSCREEN 94 BOX SCREEN os0 Deo ®TOP RAIL O BOTTOM RAIL ®SIDE RAIL O ASTRAGAL O OXO ADAPTER moDucrk sV{8ED os2 .05s 6063-T6 ALUM. 6063-T6 ALUM. 6063 T6 ALUM. ADAPTER 8063-T8 ALUM. os emml8ylna*bn cEa rk* VabNB Cork 12 OUTER COVER SILL 13 SILL COVER ADD-ON BOX14 ADD SCREEN SILL 15 ORUATCK SCREEN BOX SCREEN HEAD 16 AND JAMB ADD-ON I----1 �-^I- 6063•T6 ALUM. .094• p R..:/z- /Z •C) 1°81' 1081- -.4 h-.955' gi�nllr>t porta •l:aff T 045' RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC -( i i{1.202 F - .075' 137V 1.778• ��..' � 4e1�m5 pada FWcM t1'ta d �r 762' .87T6' r � � I A94-J 1.085' .050•-^9-•- �-- 1.s53 l, 5.17x• TOP/BOT.RAIL STD.SCREEN STD.SCREEN STD.SCREEN FIXED PANEL CLIP 3.464' 4'041• r Ito ...SIDE RAIL oASTRAGAL 60 6063-T6 ALUM. z ee 1.993 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER gso I 6063-T6 ALUM. .060' - •000` .700'-y 111 I SILL RISER SILL RISER SILL RISER P-HOOKADAPTOR @P-HOOK .08D• \\�� l LYNN Akin��/ld Rowoder. Dales ReBC 17 6063-TSALUM. 16 6063-T6 ALUM. 19 6063-T6 ALUM. 20 6063-T6 ALUM. 6063-T6 t�• \GEnSE '•:P J.J. 10/11/11 FBC 2010 CODE ALUM. Qom:' TICOff. RaWod By: Date: Ra fst.: k;7 No.56705 J.R. 11/05/13 NIA THIS SHEET •••---�� - �Cr �= DatWD6m: Dmwn By. 1.261' 1.261• 1.281' 1.500' _ 1 �; PART DETAILS J ROSOWSKI .210'-�161r- .252'-^{�I{-�- .173'-��_ o %�•'. 2 1F, !I 7f T S7 SE OF, `�� 1070 TECHNOLOGY DRIVE ?7tW Deta• .125•J i�.�•' F(p(i\OP` (j��. A VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 1-1116"BEVELED BEAD 1-1/16"OGEE BEAD 1-3/16"OG E BEAD P-HOOK REINFORCEMENT �iCss �? P.O.BOX 1529 ©RIGID PVC RIGID PVC 80 RIGID PVC 45 LATE 777 �ONA� 11 NOXOMI3 FL 34274 8papy; Sale:' Sheat Dmxing No. Ror. P A.LY/Ji4 IAILL�}2;P.E 6063-TBALUM. P,E.068705 CERT.OFAUTHi29290 570/2770 NTS 10 OF 13 MD-SGD570 01 B i I Part# PGT# Description Part# PGT.# Description Part# PGT.# Description N 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen 2 619002 2-Track SIII 51 48052 Roller Adj.Hole Plug 90 612256 Screen Top Rail *; No 56705 _ 3 619025 3-Track HeadlJamb 52 41735 SGD Panel Came-along 91 612257 Screen Bottom Rail 4 819026 3-Track Sill 53 41736 SGD Panel Come-along Cover 92 612258 Screen Side Rail-Lockstile �` 5 619027 4-Track Head/Jamb 65 71696 Dust Plug 93 64344 Screen Astragal •, a A1E F :'j 6 619028 4-Track S111 56 44365 4 Hole Bumper Stop 94 617349 OXO Screen Astragal Adapter %�( ''••FLORvaP 7 619009 Frame Screw Cover 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock ��SS/ONAL 8 619031 Anchor Plate 59 71696G Sill Plug 96 617347A Screen Bug Flap A.LVtJNM,6ah1P.E. P.EN 09700 9 619007 Track Insert 61 78X3BPP7X #8 x 3/8"Ph.Pn.TEK Screw 97 418181( Screen Keeper Spacer Set 10 619029M Aluminum Keeper 62 78X34PPSDAX #8 x 314"Fl.Ph.TEK- S.S. 98 720X1X 1/4-20 x T'S.S. Y s m C?11 619035 Bottom Rall Support 63 781PSTX 48 x 1"Quad-S.S.. 99 72OX112X 1/4-20 x 1-1/2"S.S. C,0 o n 12 619006 Outer SIII Cover 64 781PQX 48 x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.1591-Fin Seal 0 13 619011 Sill Track Cover 65 78X114PHP7410X #8 x 1-114"Ph.Pn,TEK 101 7SRAZ Standard Roller W 14 619039 Box Screen SIII Add-on 66 710X1PPSDAV #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller-S.S. m €CO 15 619012 Outer Screen Track(Standard Screen) 67 71OX115PPX 010 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS' Screen Lockset � z 16 619038 Box Screen Head and Jamb Add-on 66 71OX2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers F- z 17 619022A SIII Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper 0 W W M 18 619023A Sill Riser-(DP80) 70 712X112PP 912 x 1-1/2"Ph.Pn.A Standard Screen - O = 0 <- U) � LL 19 619024A Sill Riser-(DP 100) 71 GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rall o U) O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 . 612028A Screen Frame-Side Rail(Latch) N H O_ 21 619020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1/16"' 112 612033 Screen Frame-Side Rail 24 619014 Ralnforeement Cover 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter U Q ~ M 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal rc V- 0 z J J F- 26 619017M Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7/16" 115 61735G Screen S11 Adapter ¢ < z 27 19046 Top,Bottom and Stile Reinf.(Comp.) 77 Mot-malt Butyl 116 6FP95K Bug Flap W z 2B 619018M Interlock.300 Reinforcement 78 619010 1-1/16"Beveled Bead 117 7R42DK Rivet r CD 29 619013M Interlock.400 Reinforcement 79 619015 1-1/16"Ogee Bead 118 74X1PA #4 x V Ph.Pa.SMS s o 0 r 30 619019M Astragal Reinforcement 80 619016 1-3116"Ogee Bead 119 78X112PSATS #8 x 1-1/2"Ph.Pa.SMS A Z ° r LL ` 31 619035 Reinforcement Plate 82 62139 Ogee Vlnyi Munlin 120 41703N Screw Boss Bushing �, ' �, -1 } r 35 619005 Interlock Adaptor 83 63809 Insulated Glass Muntin-Horizontal 121 712027 Comer Key Wheel Assy.(Standard) ?( J ..z 36 619008 Astragal Add-on 84 •4CONN I.G.Interseclion 122 712027SS Comer Key Wheel Assy.(S.S.w/bearing) m i?j h 37 619004 Panel Stile,Top/Bottom Rall 85 7558K I.G.Gridlock Clip-7/16" [124 41805K Screen Handle 40 718609 .187 x.260 Finseal(Stile) 86 7560K I.G.Gridlock Clip-5/16" 41806 Screen Handle Slide 41 71695K 1-1/2"x V x 3/4"Fin Seat Dust Plu y.g 704l6B Screen Latch Ass42 419041 Interlock Clip Cover 7SNKPN Screen Keeper o a �43 78153X Tandem S.S.RollerAssy. 61693K - SetratedScreenSpline-.145"4478153N Tandem Nylon RollerAssy. 61692K Screen Spline-.166'45 619043 P-hook Reinfo cement Plate 61694K Scfeen Spline-.150"46 71OX125FPSDX #10 x 1-1/4"FI PH SMS 1 61816C20 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. ' %ODUCT k9VMD en nopipisa OW tke 1`110,14, q.WgCtde 1 " Angrmm ao T-r Z t•A, J . 6sprnao�146t. u V /G �rooap{ rr TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE D K L D A M 2P2T xx xx 1 P2T n1 6P3T kt:sb g0K X X C n1 Ds 2P2T P R OXXxxo M p L 0 XO OX 2P2T B F F B B 0 K T A M 6P3T M ^ 3P2T P XX � M oxo oxo R A xxXXxX SO C M Us D K 3P3T B B F F F L D B H NOT AVAILABLEXXX A M F B 3P2T M A XXX Boa 8P4T R P b x B F B F OX%XXXXO A R 4P4T B F L D 3P3T M DS SD A B A M P F F B e A U XW xxloc 8P4T M — A xxx oxx D K 2P2T D M X>DOODOO( B F XK 3P3T P Al M DS SD A xxo d xxx Amon a. 4P2T B F C M L D XXXX 4P2T R P NOT AVALAOLE C Al B F Osco 6P3T B F 4P2T M A NOT AVAILABLE xxxxxx C AI fRUDUCi HBVl6[{A XXXX B F m csYPlYkg1 aMD Ins D g F K 8P4T B B F F Acaop�i.aro o�/�-Ifzi�G e F' C .M 6sPinNun Usle ![.tr JA M / / 4P4T J J M A U U )x 0000Dc 6y /Sac q Mal Dame*!"Wm Al A NOTES XXXX X70(X 1)MAXIMUM OF(B)EIGHT PANELS UPTO 96'FRAME HEIGHT. 0K 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME B F HEIGHTS OVER WAND UP TO 120'. 3)MAXIMUM DOOR FRAME WIDTH(EXCLUDING POCKETS IF 4P4T B P R F APPLICABLE)IS LIMITED TO 467-11/16'. J J !A A U U • OS DS SD SD lllll11 xXxo Al oxxx A .O`��\�(LYNN hf/((�i�� RevBedey Data Ratswn: Genst J.J. 10/11/11 FBC 2010 CODE L D L D \��.• \'\ •.�( ReNsedBy: Dere: ReAsfon: INTERIOR r3T R F P R B P =�. 140•58705 J.R. 11/05/13 N/A THIS SHEET OXXXO SCREEN Oxxxo SCREEN = DtemiOy,L ° L D EXTERIOR '.� wt-7SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI F A M 6 any ' STA k F \\ 1070 TECHNOLOOYDRIVE NOe: Data: M No NO A �/ ",��t� F�pR\�P C1�� N.VENICE FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 SCREEN xXX70C SCREEN ,7� VS�ONnII� `\ NOXOMISFL134274 �, p� smle:629 Shaac DrRwmslb. Ror. ALYIJlI ILL[R\P.E. Cf:RT.OFAIM#29296 570/2770 NTS 12 OF 13 MD-SGD570-01 .B P.EA S070G DOUBLE P SINGLE FIXED SINGLE SINGLE C INTERLOCK ASTRAGAL INTERLOCK LOCKSTILE INTERLOCK INTERLOCK MLOCKSTILE DOUBLE R FIXED SINGLE H SINGLE SINGLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK J LOCKSTILE ASTRAGAL T ASTRAGAL FIXED SINGLE �� (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD SINGLE DOUBLE U T ASTRAGAL FIXED ASTRAGAL INTERLOCK INTERLOCK (BOX IN) (BOX OUT) IN LOCKSTILE' OUT LOCKSTILE A DOUBLE LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL. LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL LOCKSTILE S FIXED ASTRAGAL A SINGLE LOCKSTILE (BOX IN) LOCKSTILE IN INTERLOCK DS DOUBLE � � SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL p LOCKSTILE SINGLE (BOX OUT) INTERLOCK OUT INTERLOCK NOTES !)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR rxuBBCT krvISYD J ASTRAGAL LO CATIONBSPACING. ®t.e>*ba.4fi Its F$Q" ASTRAGAL SINGLE LR LOCKSTILE 3)SEE TABLES 24 FOR REINFORCEMENT AoI�SSB Cods ( OUT REQUIREMENTS- OUT INTERLOCK (BOX OUT) `BOX OUT) IS REOUIB8 l(` RED AT ALL FRAME �aPn � LOCATIONS. (_ Otto hoS»s! • N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN c SINGLE ASTRAGAL "01 11 (BOX IN) INTERLOCK IN `�.�`Ny VYNN 4114 ��i� Retaey: D.W. Rmffln �Z�•'��QENSF'•Ff '� J.J. 10/11/11 FBC 2010 CODE INTERIOR Q�' = Rent oa ey nate: Re*)= SINGLE SINGLE = No.BW5 J.R. 11/05/13 /A THIS SHEET B INTERLOCK INTERLOCK DM Ym By. EXTERIOR k Ey :: �; PANEL TYPES J ROSOWSKI SrA E F _�; i070 TECHNOLOOYDRfVE neo: Orta• 0, ' ROR\oP•'C�� N.VENICE,n34veSINGLE VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE INTERLOCK ,�7'!cSS/ONA\, NOKOMIs BOX 1629 seneamrodm: Store: Sr oot Otewltg Na Rer. A.LYfVt�MILL,JR,P.F- CERT.OFAI/TN.tY1929B 570/2770 NTS 13 OF 13 MD-SGD570-01 B P.E.N 68705 Florida Building Code Online Page 1 of 3 PGT Vinyl Impact BGDI T , �: g ...,w.....c.e.,,,..w............ ......a':'iz ,........s:....., 5 +:"u '9 ef.-.xdYs aF tr J5 Fli3i6 Cepa mcrV BCIS Home i Log In User Registration i Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff i BCIS Site Map i Links Search } . Business(:., 01Rduti t ApprovalProfessib6l .7.1 Reguiaticn c User product Anoroval Menu>Product or Application Search>Application List>Application Detail FL# FL253-R13 Application Type Revision Code Version 2010 Application Status roved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 . (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski j rosowskiCmpgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 j rosowski@pgtindustries:com Quality Assurance Representative -Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 I Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr—a-o-o—dtl.aspx?param=wGE... 8/6/2014 Florida Building Code Online Page 2 of 3 Date Submitted 01/28/2014 Date Validated 02/04/2014 Date Pending FBC Approval Date Approved 02/07/2014 Summary of Products FL# Model,Number or Name Description 253.1 FD-101 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R13 C CAC 12-0516.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/18/2017 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL253 R13 11 12-0516.02.pdf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type, size,and spacing Created by Independent Third Party: information. Evaluation Reports Created-by independent Third Party: 253.2 FD-101 (Non-Impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R13 C CAC 12-0516.03 NON.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/02/2017 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL253 R13 11 12-0516.03 NON.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports _ Created by_Independent Third Party: _ 253.3 FD-455 (Non-Impact) Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R13 'C CAC 13-0815.04 NI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date. Impact Resistant: No 01/23/2019 Design Pressure: N/A Installation Instructions Other: FL253 R13 II 13-0815.04 NI.pdf ' Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.4 FD-555 (Impact) WinGuard Outswing Vinyl French Door with or without Sidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R13 C CAC 13081503 LM.pdf ns^ �tant:Yr_F e HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resi01/23/2019 esu „ Installation Instructions Other: FL253 R13 It 13081503 LM.pdf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.5 FD-650 (Non-impact) Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate -Approved for use in HVHZ:Yes FL253 R13 C CAC 11-1 01 3 23.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2015 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of FL253 R13 II 11-1013.23.odf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 253.6 FD-750 (Impact) WinGuard Outswing Aluminum French Door with or without Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL253 R13 C CAC 11-1013.24.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/24/2015 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of FL253 R13 II 11-1013.24.odf https://www.florid-alu-uilding.org/pr/pr_app—dtl.aspx?param=wGE... 8/6/2014 MIAMI•DADE MIAMI—DADECOUNTY,FLORIDA q 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 ; NQXLC LDF ACCEPTANCE OA w�y«'• rilamidscl'e.gov;econom� L1070 Industries,Inc. Technology Driveh Venice,Fl.34275 SCOPE: This NOA is being issued tinder 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. i This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High'Velocity Hurricane Zone. D c,r Series 11FD-555 Vinyl" Outswing VE 2000 Tan 202 lighten shades-(Non—White and White) Rigid Cellular PVC Door w/Sidelites and w/Transoms—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1, Series titled "Vinyl French Door and SLT/TR', sheets 01 through 12 of 12,dated 05/07/13 with the latest revision dated 11/27/13,prepared by manufacture,. signed and sealed by Anthony Lynn Miller,P. E.,bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 his this NOA. Failure to comply with any section of this NOA shall be cause for termination'and removal of NOA. ADVERTISEMENT: Tile 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 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 Jaime D.Gascon,P.E. CAAMI!��P NOA No. 13-0815.03 ADE eouNTY Expiration Date: January 23,2019 Approval Date: January 23,2014 Page 1 PGT Industries,Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die.-drawings and sections. 2. Drawing No. MD-555.1, Series.titled "Vinyl French Door and SLT/TW', sheets'01 through 12 of 12, dated 05/07/13 with the latest revision dated 11/27/13,prepared by manufacture, 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) Water Resistance Test,per FBC,TAS 202-94 3) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 2. along with marked-tip drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P. E.1 3. Test reports on: 1) Uniform Static Air Pressure Test, LoadingB 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 drawing's and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing , Laboratory Inc., Test Report No. Y FTL-7371,dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. 4. Test reports on: 1) Air Infiltration Test,per.FBC,TAS 202-94 2) Water Resistance Test,per FBC,TAS 202-94 3) Forced Entry',Test,per FBC 2411.3.2.1,and TAS 202-94 5. along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13,signed and sealed by Jorge A.Naya,Jr.,P.E. 6. 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 a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13,signed and sealed by Jorge A.Naya, Jr.,P.E. 7. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Water Resistance Test,per FBC,TAS 202-94 3) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 -8. along with marked-up drawings and installation diagram of a PVC fixed y'vindow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated. 05/25/13,signed and sealed by Jorge A.Naya, Jr., P.E. W Jaime A Gascon,P.,K_ Product Control Section Supervisor NOA No.13-0815.03 Expiration Date: January 23,2019 Approval Date: January 23,2014 B-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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 par FBC,TAS 203-94 along with marked-up drawings -and installation diagram of a Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.. FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010; prepared by manufacture,'dated 08/09/13,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. ' Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont ButaciteOO PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11, expiring on 01/14 /17. 3. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series of 2000 Tan 202 and lighter shades (Non-White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14,expiring on 01/23/19. 4. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for thein series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. 5. Quanex Part Super Spacer Standard complying with. ASTM C518 Thermal Conductivity 0.881 BTU-in/ hn-ft2°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen-Pass,ASTM E 2190 I.G. Durability No Fog-Pass. 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-in/hr:ft?°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Penneance- Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development 20T in 48 hrs. Jaime D.Gascon'.E. Product Control Section Supervisor NOA No.13-0815.03 Expiration Date: January 23,2019 . -- --- Approval Date: January23,2014 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 08/09/13, signed and sealed by Anthony Lynn Miller,P:E. 2. Statement letter of no financial interest,issued by manufacture, dated 08/09/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 13-0079R revised by Product Control, dated 04/04/13, signed by Jaime D. Gascon,P. E. 4. Laboratory compliance letter for Test Reports No.'s FTI-7370, FTL-7371, FTL -7338 and FTE-7339, all issued by Fenestration Testing Laboratory,Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A.Naya,Jr.,P.E. 5. Proposal No. 13-0079 issued by Product Control, dated 01/31/13, signed by Jaime.D. Gascon,P.E. G. OTHERS 1. None. l Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 132815.03 Expiration Date: January 23,2019 Approval Date: January 23,2014 E-3 • I • i DESIGN PRESSURE RATING IMPACT RATING GENERAL NOTES:SERIES 555, VARIES, RATED FOR LARGE&SMALL IMPACT-RESISTANT VINYL,REINFORCED,OUTSWING SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE FRENCH DOOR&SIDELITE/TRANSOM(SLT/rR) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE .TABLE 1: FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Min.Edge Mln. Group .Anchor Substrate Distance Embedment ApyrorcJ as canylying xiUl lh° 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. - IngrOuted CMU,(ASTM G90) 1" 1-1/4" I'lod6n D'iliyi od A 3116'Elco Ullracon 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY Ungrouled CMU,(ASTM G 12"90) 2-1 1-114" NOAII%1�7,- APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN P.T.Southem Pine(SG=0.55) 117' 1-316, 8? 1 f�Pr duct Colilrol PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S OF NORMAL WEIGHT AND OF COMPRESSIVE 1110 Steel SMS(G5) Aluminum,6063-T5' 5/16" 0.05U' f•B �_11� STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 410 S.S.SMS Steel,A36' 5/16" 0.056" 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD 410 18-8 S.S.SMS Steel Stud,A653 Gr.33' 5/16" 0.056"(16 Ga) BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS B ; ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X P.T.Southam Pine(SG=0.55) 112" 1-318" ARE 1-112:THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO _ 3116"Elcc Ullracon Grouted CMU,(ASTM G90) 2-112" 2-114" a PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS Concrete(min.2.85 ksi) 1" 1-319, THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. ' 114"Elco Ultracon Ungrouted CMU,(ASTM G90) 2-1/2" 1-1X n 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NONSHRINK, P.T.Southern Pine(SG=0.55) 9116" NON-METALLIC GROUT AT 3,4 KSI MIN.PER ASTM C1107,(DONE BY OTHERS).MAX.1/4-SHIM 912 Steel SMS(135) SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILLTHAT IS NOT AlUfninum,6063-T5' 3/8' 0.063" #12410S.S.SMS rl Y TIGHT TO THE SUBSTRATE.AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, Steel,A36' 318" 0.056" µ1 3 .,,,y 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE,ORAS #12 1"S.S.SMSD.056" > APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. Steel Stud,.0663 Gr.33' 318" (16 Ga) It 0 P.T.Southern Pine(SG=0.55) 1" 1-3/8" O L m U) ui 6)ANCHOR EMSEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE 114"Elco Ullracon Grouted CMU,(ASTM G90) 2-1/2" 1-3/4' N C'4 al°0 W ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1.THIS C O � ^1 SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR Concrete(min.2.65 k81) 1" 1-3/8" J J INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR Concrete(min.3.35 ksi) 1" 1.314" Z LL to LL m uuoi0 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 114"Elco 410 S.S.CreteFlex Ungrouled CMU,(ASTM C-90) 2-1/2" 1-114" 2 L r OF THESE INSTRUCTIONS. U L) X- P.T.Southern Pine(SG=0.55) 1" 1-318" w z O:E Co w °N 7)MAX 1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT 114"Elco.18.8 S.S.Aggre•Galor Concrete(min.3.27 ksi) 1-ill" 1-318" o w co o t s:•sa FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS.WOOD n O O '7 Ungrouled CMU,(ASTM G90) 4" 1-114" o m BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY � r Z d Z � LL THE DOOR,SIDELITE ORTRANSOM. D 114"Elco Ullfacon Concrete(min.2.85 ksl) 2-112" 1-318" O O 8)DESIGN PRESSURES: 1/4" EIco410 S.S.CreteFlex Concrete(min.3.35 ksi) 2-1/2" 1-3f4" ¢Z A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. D_ m O 1"vs GLASS PER ASTM E1300. Q O B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE,STRUCTURAL TEST PRESSURE, 0 W FRAME ANALYSIS AND GLASS PERASTM E130D. F- TABLE 2: U O DescriZ 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS _ Type Where Z Z ,1°,S CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS 114CREASE HAS NOT # ption Used: 0 w J BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 1 1-3116"Leml.IG(1/8"T-11/16"Air•1/8"An-.09D"PVB-118"An) LL m THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER Door z 19 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR 2 1-3116"Lami.IG(3f16"T-5/8"Air•118"An-.090"PVB-118'An) L) Z Z p CORROSION RESISTANCE. 3 1-3/16"Leml.IG(118"T-9116"Air-3116"An-.090"SG-3116"An) w u- Sldelite& > O 10)ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN 4 1-3/16"Lami.IG(3116'T-IIZ'Air-3116"An-.090!'SG-3116"An) Transom 118"T IG"3116Lem l.1l. -9116"Air-3116"An-.090"PVB-3116"An) TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 5 ( (SLT/TR) 6 1-3116"Laml.IG(3116"T-1/7'Alr-3116"An-.090"PVB-3116"An) ti_YNN lkl�(�. 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA SG=DUPONT SENTRYGLASO INTERLAYER BY E.I.DUPONT DENEMOURS&CO.,INC. �� pC� ,,..• BUILDINGCODE. - SEE TABLE II FOR SPACER INFORMATION. ;�4'�;•'�\CENSF '•,'P i� GUIDE TO SHEETS: 12)REFERENCES: GENERAL NOTES...........................1 4 3c: 140.58705 TEST REPORTS:FTL-7339&7371 - NOA'S:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA; ELEVATIONS... .................._...2 - � VISION EXTRUSIONS,LTD.WHITE,TAN&BROWN-COATED RIGID PVC NOA'S(10-0420.06,11-0902.10 GLAZING DETAILSLS............._.......... .3 _ A+ &12-1017.01)VISION EXTRUSIONS,LTD.WHITE&NON-WHITE RIGID CELLULAR PVC NOA'S DESIGN PRESSURES...................4-5 .Q )I � (I�.:t(1\ (13.1121.01&13-1121.02),ANSI/AF&PANDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM INSTASIDELLLATION ANCHORS....4.6 ST TE Or �/(/� INSTALLATION................................7.8 �Q •• , DESIGN MANUAL, EXTRUSION PROFILES...... 10 'i •''•.FLOR%OP.•�\G,�` PARTS LIST.....................................11 i i CORNER DETAILS.........................11 i'"'/11NAL HARDWARE DETAILS...................12 A.LYNN MILLER,P.B. P.E.#58705 EXAMPLE CONFIGURATIONS 40' -►{l 40' AX WIDTH• 3MAX•! 78'MAX. M 381 14*MULL ( 1'MULL _..1 "A)"' MAX. MAX.SLAB ( 79') TYA. MAX. MAX. / /+ / '\ /' /' A(tproied cu comp)ThtflWidt Btc 1141 Buil'i�Cpdq f2O�� 96' X.SLAB HEI Hr HEIGHT CONFIGS.) rc TYP.DOOR SLAB X - XX O X SHOWN OR X O O X O (WIDE STILES AND WIDE RAILS jNARROW STILES AND W(OE r •�°a SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) 38.8 FT'MAX. 30.8 FT'MAXD" tC0 Q DETAIL SEE SIZE RANGES SEE SIZE RANGES 40'MAX, 38.3(4' b HORIZONTAL {�- �'1+ °/°0 O0. HEET ff FROM TABLE 7,SHEET 6 PROM TABLE 7,SHEE 6 1 MAX. ()cV MULLION ` LENGTH O'0 9 chi Z it- -j LL S —'a � 40' 1 40" U U X cS 70'MAX, MAX. - IIS _.`...II // //// 00 1•MULL TYP. 88.7!8' 106-1/16' { TYP. // !// r� 0000 O Of 0/n0 } MAX. MAX. ii -----++"•"••iiiF�-- 1'MULL / DLO DLO 0.Z w Z 0. a O O / \ - MAX. MiAX. j O N HEIGHT f HEIGHT 1'MULL = )oras OR WIDTH / OR WIDTH88"MAX. / / /� 47 O LLQ—. VERTICAL 0 Z MULLION % ( \ / - LENGTH f/ Q {Z W =15s /! 0 of LL. a U) Oj Ja SINGLE O SINGLE O O(Q{ADDITIONAL MULLED ze (WIDE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW - LITES ALLOWED) .`'pa�,\,Y""•!"IjtF/`'f J RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) (WIDE snLEsAND NARROW 0/0 WITH OlXWITH '',.•' �',. 4 •.,.;r•� NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL =.,*; No.5s7D5 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED, MULLION MULLION ' 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES — G_ 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA- WDE RAILS SHOWN AND NARROWLU 4)FRENCH DOOR MULLION IS LIMI7ED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS.., ON SIDELITE 8 RAILS SHOWN ON STA E O ) '• 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY, I i TRANSOM TRANSOM) O�•,• FLdR1Op,•;'•�\� 6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE,USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. ........... ,,s(/ONA\- A.LYNN MILLER,P.E. REX 68705 SINGLE ODOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION •W 4-D.C.MIN.. (010;01010,ETC.) (XIO,OIX,XIX,OIXIO,XIOIX,OJXXIO,ETC) • SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER IMAX. 4MAX. ASTRAGAL THIS SHEET, DETAIL BELOW DETAIL BELOW CLUSTER FOR QUANTITY, I SEE TABLE 1, ATTACH DOORS AND MAX. 9*MAX SHEET I FOR SIDELITES TO THE MAX TYPE MULLION AS PER =ilfdhig Date 4- CENTERED I I Z THE INSTRUCTION r- OFT CENTERED BETWEEN HE INOMDUAL Come -ANCHORS DOOR OR SIDEL17E BETWEEN I I CENTERED HINGE 96"MAX. s BETWEEN > TABLE 5: MULLION sEgi HINGES SEE' NOTEli 12"0.C NOTEll VERTICAL MULLION LENGTH IN I TERED I DESIGN PRESSURE VERTICAL ry CENTERED MAX.' cENII i I APPLICATIONS BETWEEN BETWEEN- - -j HINGES ; .HINGES SEE+ 1.70.0 PSF 14 I_ I NOTE I CENTERED i BE-PAIEEN i SIDELVE SIDELITE X DOOR � 10.1!2' <_ "M Oil li I MAX. "M . MAX. h, LU W ANC ORREQUIREME ANCHOR REQUIREMENTS I ANCHOR'REQUIREMENTS1 -1- > -'Z NTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD w Vz AME AS HEAD SAME AS HEAD -----, 0 0 MAX MAX.. 1 1, 'o 0 X X&(USING ASTRAGAL) ----N,I'MULLION 6* f MULLION Of id rr N 0 MAX AX -1 M to 4*0-0.MIN. 61 .MIN.11 BLE 4: O.C.O�C�MIN. 4-O.0 4"� —',,4"O.C.O�C.MIN. BLE 3: z U. LL -Astraga Cl XX Door. I ustor Anchors Required 1 DOOR DESIGN PRESSURE LLT IFSEE TA13LF 6, SEE TABLE 5 u 0 Head&Siff DI DoorWidth(in) -T. =N -1-50.0 PSF Gloss111 1�s Type i HISSHEr THIS SHEET I-- Typo 2 -i8 —60 72 76 ,JSIDE- SIDE. FOR ANCHOR 111D. FOR ANCHOR 0 LITE L 1 11 —— LITE ITF QUANTITY,SEE LITE QUANTITY,SEE 00 TABLEI,SHEET TABLE 1,SHEET 0 h ci I' z < C.z LL I FOR TYPE I FOR TYPE 0 t9 U TABLE 6: e 1- 7 L 0 80 4 5 4 5 4 Anchors Required for a Vartical Mulff*n(each mullion end) W 'I " — FOR-OIXXIQ- 0 W 96 4 5 4 . 6 4 5 4 mor or Sidelftellmnsorn Width on) AND SIMILAR a =) rp 12 24 32 38-V4 40 CONFIGURATIONS 4t = 0) 1-- 0) z CONTAINING A Z W DOUBLE DOOR W ol's -TO-DOOR(XIO)OR TRANSOM-TO-SIDELITE(010) He;ghl R P TRANSOM mullt.. �bw US H Re le ONLY HALF OF U- z MULLION ATTACHMENT&INSTALLATION floi <1 <19 fla' I'll 1, .1. 1-1-RAME -1 0 "') . Door $o WA-—2 2 3 1 2 1 ��A MA NIA - - 6 s > ATTACH DOORS. -i—LTnR 1 il - WIDTH OF THE z 2 2 1 3 2 1 - 2 1 DOUBLE DOOR LLI LL SIDELITES Door WA 2 --lF—3 2 1 1 1 3 1 3 2 -WA WA 2"A WHEN USING 7RANSOMS TO THE98. MULLION AS PER -�—LmR 2 1 1 3 2 1 1 3 1 3 2 3 3 -2 1 THIS TABLE: THEINSTRUCTIONi'MULLION OF THE INDIVIDUAL TRANSPSd INST UCTIONS,- 411 HORIZONTAL \ PRODUCT 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1.FOR 1.MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3116-FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). r1 1 ALWAYS REQUIRE MAX. 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR TABLE 7: TWO(2)ANCHORS EXAMPLE,ON AN'XIO-CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE DOOR w� (TYPE A-D)AT EACH DETERMINED.THE LOWEST OF APPLIES TO THE ENTIRE ASSEMBLY. DESIGN PRESSURE HORIZONTAL MULLION SIDEL Te MULLION END. NOTES: 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. r� 0-. ED N0.68705 YFF • +1-70.0 PSF 2)MULLIONS SHOWN ARE STANDARD I-FRENCH DOOR MULLIONS. 40"MAX,MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. ......... TRANSOMS WIDER THAN 40-WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT OF IS TO BE THE OVERALL ASSEMBLY OF, 10NAk- STRUCTURE OR DADE-APPROVEDMULUON BETWEEN, 4)FRENCH DOOR MULLION IS LIMITEDTO 96-IN VERTICAL APPLICATIONS AND 4V IN HORIZONTAL APPLICATIONS, /III I Itill, TRANSOM AND DOORfSIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDFLITEITRANSOM OR MULLED ASSEMBLY- A.LYNN MILLER P.E. 8)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.El 58705 TABLE 0: Sidento/Transom Design Pressure(r/-,pot)for Class Typos 3 s 4 SIDELITE/TRANSOM INSTALLATION(0) Long Sldo(In) 63.3116 665/6 68 70 72 76 78 82 84 88 109.112 Be 98 104 108 til 24 +1-70 +/.70 +1.70 +1-70 +1-70. +1.70 +/-70 +1-70 4/-70 +/-70 +I.70 +1.70 +/-70 +1-70 +/-70 +1.70 28'O.C.MAX. 23-112'O.C.MAX. 28 +/.70 +/-70 +/-70 +J-70 +1-70 +1.70 +/-70 +1-70 +/-70 +J-70 +1.70 +170 +170 +1-70 +1.70 +1.70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +/-70 +/-70 +J-70 +/-70 +1-70 +1-70 +/-70 +1-70 +170 +1-70 +1-70. +1.70 +170 +170 +/-70 +t-70 40'OR LESS ^_- OVER 40' 36 +/-70 +/.70 +1-70 +/-70 +1-70 +/70 +/70 +/-70 4/-70 +/-70 +770 +170 +/-70 +/-70 +/-70 +/.70 -"-- Fl '1 11 ild'as 7�fyingtiritllL4C ns;deeuud l ons 38-314 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +170 +1-70 +/-70 1 Ontc z a; ' 40 +/-70 +170 +/-70 +J-70 +1-70 +1.70 +1.70 +1-70 +/--70 +/-70 +J-70 +t-70 +1-70 +/-70 +/-70 +/•70 �.i .--1 IaoA1T�,, YS-0 if I 1 SEE TABLE 10, ucni0 r 4C:etlke 42 +/-70 +1.70 +1-70 +1.70 +/-70 +f-70 +f.70 +1.70 4/-70 +/-70 +/-70 +1-70 +/89.6 +1.68.6 28'O.C.MAX.I I I I / SHEETS FOR 44 +/-70 +1.70 +1-70 +1-70 N-70 +1.70 +1-70 +t-70 +170 +169.6 t1-68.fi +tSZ7 +1.67.3 IF LONG SIDE ISI i i i ANCHOR <<-.. 40'OR LESS I I I QUANTITY,SEE m 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 409.4 +1.58.7 +/-07.6 +1.80.5 +1.85.6 1 I 1 TggLE t,SHEET t v { et 48 +/-70 +1.70 +1.70 +/-70 +1-70 +/.69.9 +1-69.1 +/.67.0 +/.67 +1.65.8 N•84.7 1 i /� I FOR ANCHOR > g 50 +/-70 +1.70 +/-70 +1-70 +/-70 +/-68.4 +1.67.6 +1-60 +1-6.5.4 +1.64.1 I I rt//f I I TYPE- h � 52 +/•70 +/70 t/70 +1-70 +189.1 +/47.1 +/-fa62 +/84,8 +1.63.9 I I I I 54 +1-70 +J-70 +1.70 +/•69.2 +1-68 +1165.9 +/-65 +1.63.4 2O.C.MAX. I I I I 56 +/-70 +/.70 +/-697 +188.3 +/87.1 1164.9 +/-83.9 !FF LONG SIDE IS I I I I i 58 +I-70 +/-70 +7-69 +/87,6 +/86.3 +1.64 OVER 40' I I I I 60 +l-70. +1-69.5 +1.66.5 +/87 +1-65.6 I Y 12'MAX LONG SIDE W .�aa 62 +/•70 +1.66.2 +1-68 +/-68,5 -- - ( ) C 633!16 +1-70 +1. .1 +1-67.9 +/-662 8'MAX. - 06-518 +1.69.1 +/.88.960 J Irl O r �] ---- --y- O (SHORT SIDE) I --- - - r nlen O uj (WIDE- 0 AND WIDE C0 gN U? RAILS SHOWN ON SIDELITES) -J rn M o ,tp O Zu- uN.�LLco umo,n 3:Ujr TABLE 9: FLL-I u SldetHel'Transom Design Pressure,per for Glass Types 6&6 28'O.C.MAIC. 23.112'O.C.MAXti Q Q v J N o Long Side(l0) IF SHORT SIDE IS - IF SHORT SIDE IS r ZO.Z .-. 0 � 63.3116 6&518 68 70 72 76 78 82 84 8B 92 96 98 104 108 111 AO'OR LESS OVER 40' O 24 +/-74 +170 +1-70 +1-70 +170 +1.70 +1-70 +1-70 +1-70 +170 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 -- -- -- `0 28 +/-70 +7.70 +/-70 +/.70 +/-70 +/-70 +1-70 +J-70 +/-70 +/.70 +/-70 +/-70 +/70 +1-70 +1-70 +(70 - - - - � N -------------- O m Lu Iaa4s 32 +1-70 +1-70 +1-70 +1-70 +/-70 +1.70 +170 +1-70 +1-70 1 +1.70 +1.70 +170 +1-70 +1-70 +1.70 +J.70 © m O 36 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1.70 +1-70 +/-70 +/-70 +1- +- +1-70, +l- +_0 +L I 1 1 I SEE TABLE 10, ' 0 7 V) 70 !70 70 /7 70 2$'q.C.MAX. 1 1 t I SHEET 6 FOR 2 E" 383!4 +1.70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 rl-70 +/.G9.9 +%89 +J8B.3 +1.67.9 IF LONG SIDE IS I I I ANCHOR U U) Z 40 +170 +170 +1-70 +170 +/-70 +/70 +1-70 +1-69.8 +1.69.3 +468.3 +1.67.4 +1.687 +/66.3 40'OR LESS i t I i QUANTITY.SEE ¢ W IX ale's I I I I TABLE 1,SHEET 1 M a 42 +/-70 +1.70 +/-70 +/-70 +/-70 +/.69.5 +/68.8 +1.67.6 +/b7 +186 +185.11 I I 1 O u. Z t I f a - . . �i i iFORANCH OR W44 +170 +1.70 1170 +1-70 +/-69.1 +467.5 +166 /6.6 19 + 4684 +/ 74 +8+/70 +7g $ +65.1 +1-618 4/-63.2 i46 w 48 470 +/88.B 4188 +166.9 +1b6 +164.3 +1.63.5 +1-62.2 I I n 52 +1.69.9 +167.8 +lb6H +/-65.7 +1.64.7 +/-62.9 +182.1 .23-112`q.C.MAX. 1 1 i t a!!ll 'osep sa!�a5 ONG lilt 52 +/b9 +/.66.6 +/-65.7 +1.64.6 +7-63.8 +(8].7 IF OVER 40E 1S LYNN d�1 lT�i, 54 +1.68.3 4/-65.7 +J-64.8 +/-63.6 +7-626 - i f 1 t ��pCY............ 58 +/-67.7 +1$5 +1.84.1 tJ-62.8 --- ( ) 12'MAX LONG SIDE 58 +/-67.3 064.5 +483.5 ------ __J L. �C +167 (SHORT SIDE) MAX. _- --_------ ` Na.50705 62 +/'66.9 (NARROW STILES AND NARROW 'LC rt{ 633!16 +/•66.8 1 STJ�'(E OOF f ..1! RAILS SHOWN ON SIDELITES I 3 NOTES- '�•;�S`S11(OI�((�L.'�?: 1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. '2)31DELITE7TRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.EJ158705 0 ShortSide(in) X M;;a a P? `0 ZE, No ,F 9 ?0 0i REHM Go N NN T N N NS.2 K10 20 22 60 20 2 50:22 5�0 Ll W Anchor Group A Km ++ Anchor V�OZ� AA aAAA AAA w Grov"*B-D r >SN N N VI W m N m N A N A+1+11 Group AnchoA v M Anchor "103—B-D .0 DCS Ntri Nm PmNANA NA NA mw m W m W m W mW mN mNtriN AN SN ANAnchorr Group A ca lAl +H (3,..7 Anchos B-0 X M 0 Imom 0 N 0 Anchor�CAI" "I Group A 9-0 z Q 'Anchor -IG,A m z O I I 1-14 r B-D 0 Anchor 17 IN'GrouPA Anchor O Groups 84) crior m N m N m N m N m N A "C—A Anchor Groups 8-D a. Anchor Group A Ca B-D I'l 0 0 0 -4 Anchor ITI I Group A Anchor n Groupsup.B-D Anchor jo Grot-p A w Anchor Groups B-D Group A mWo, Anchor Groups Anan.' Group A or C -D Anchor N N 0 N CA N Grow A • Anchor Groups B-D Anchor 0 N N N Group A 0,N 0,N m N Groups B-D N m ca N w N 1 N 0 N 0 N=Glh, A Anchor 'lGmW B mW mN Anchor m 0, -1 Groupgt C-0 Amonor IDNNN VN Im V N)0)w Group A l Artc?ior N Groups B-0 Anchor IDN WN WNNN Group A Anchor N N NN NN NN NN Groups S-D 1070 TECHNOLOGY DRIVE R-J R-2 R-1 N.VENICE,FL 34275 P.O.BOX 1529 NOKOMIS,FL 34274 lIp¢ g 2:'0 CERT.OFRUTH.#29296 .(941)-480-1600 P0 VINYL FRENCH DOOR AND SLTITP o5/7113 8 8LT/TR ANCHOR QUANTITIES 1,41J ROSOWSKI MD-555.1 N 67 1� -.9 FD-565 J.-8,1 NTS OF�l EMBEDMENT 1/4" INSTALLATION MAX. SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 18 INTO 2X WOOD. DISTANCE 13 1 08 87 TYP.ANCHOR TYPE, 3 nprm�<a>„wn)plyu1S wML tL'c EMBEDMENTAND 33 FloriUa BuaI- Cods EDGE DISTANCE PER 71 33 Iq L SUBSTRATE,SEE " NOAO_ 'L.�• TABLE 1,SHEET 1. -- 11 JrJcProd� Ona 1vI �} 1 ANCHOR PER HINGE JIJSIilhll TO BE THROUGH SUBSTRATE.MIN.N10 — C7 D FLATHEAD SMS,SEE ¢ TABLE 1,SHEET 1. 72 5 EXTERIOR 14 15 953 8 rc 47 48 1`3 28 n 70 DETAIL 19 2X WOOD SUCKSTRIPSEE BELOW EXTERIOR ALSO nn _ y OR FRAM ING,SEE V DETAIL fl c2 NOTE 2,THIS SHEET Q 'naN TYP.ANCHOR TYPE,EMBEDMENT p 0 AND EDGE DISTANCE PER }^ 1' aloe SUBSTRATE,SEE TABLE 1,SHEET 1. CD N n TYP.ANCHOR TYPE,EMBEDMENT AND04 AVOID INTERFERENCE WITH _j -� EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSINGTYP.ANCHOR TYPE, 0 rn o A0 ❑ TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENTAND Z LL 04 LL m uinoip EMBEDMENT 114' STAGGERING LOCATIONS. EMBEDMENT AND EDGE 18 EDGE DISTANCE PER =Ll r N d DISTANCE PER SUBSTRATE, SUBSTRATE,SEE L�)]U X S2 -� SSHIM 23 23 10 18 SEE TABLE 1,SHEET 1. 10 TABLE 1,SHEET 1. F-W m O J/>a EDGE n `., 16 t` p YO j r 0 DISTANCE 1 ANCHOR PER HINGE TO BE Z .Z m W Il��fl THROUGH SUBSTRATE.MIN. ❑ #10 FLATHEAD SMS WITH MIN.3 THREADS BEYOND INSTALLATION '; 1 METAL SUBSTRATE. 52 '� O f )o�vs OPTION 2 29 41 7 © O INSTALLATION . .'! 71 't 0 F ANCHORS'DIRECTLY U Z Z INTO MASONRY. ••'X111 O Q W wl s a1U cLttltY f LL J N LL .• 28 4 72 4 ap saes EXTERIOR 32 EXTERIOR 47 48 71111as V T FRENCH DOOR MULLION 18 70 20 28 LYNN 1 M�l'�li, 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR i�`6,%N .••"""••.�C�c DETAIL�A DETAILQI n DETAIL JQ ��cENSE '•., p SUBSTRATE.MIN.3(16'FLATHEAD V _ ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. ' _��' No.58705 _ INSTALLATION NOTES: 1)USE ONLY SUBSTRATE•APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON '• STA E ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. '�.(+'•, p 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 'i,(C '••f OM •'• C') MASONRY.WOOD BUCKS DEPICTED AS'2X"ARE 1.112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THE NAL AUTHORITY HAVING JURISDICTION. !111 11 I I r 1 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. A.LYNN MILLER,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. P.E.q 58705 TYP.ANCHOR TYPE, - INSTALLATION EMBEDMENT AND EDGE 1/4' DISTANCE PER SUBSTRATE, OPTION 4 MAX 10 18 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL. �( EDGE 18 1 ANCHOR PER HINGE TO BE I t DISTANCE THROUGH SUBSTRATE.MIN. I 810 FLATHEAD SMS WITH 1 I MIN.3 THREADS BEYOND DOOR 67 METAL SUBSTRATE. VISIBLE LIGHT TYP.ANCHOR Approved ns mmplYinu:cilli dro 29 TYPE,EMBEDMENT Florida Bn61li4r C'd 33 71 b WIDTH(DLO) 7 ANO EDGE Dale VZ_F(ZIZO �{ DISTANCE PER SUBSTRATE,SEE �dc Pro,01A X a S. —I TABLE 1,SHEET 1. 52 z EXTERIOR 3 31 72 41 f L EXTERIOR 48 0: V FRENCH DOOR MULLION — 70 V 47 18 20 28 DETAILQ MIAMI-DARE APPROVED x MULLION(SEE SEPERATE NOA),ALUMINUM,STEEL �U cl) Y DETAILnEE FRAMING OR STEEL STUD.SEE SUBSTRATE PROPERTIES, D. LO C 0 INSTALLATION OPTION.3 DOOR FRAME WIDTH TABLE B,THIS SHEET }^ 'a ala0 O rn INSTALLATION ANCHORS THROUGH TYP. TYPE,EMBEDMENT .O N 'N 1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEOMENTAND EDGE 0 DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER _j M - EMBEDMENT 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. Z LL LL a0 7YP.ANCHOR TYPE, ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT 1!4' EMBEDMENTANDOR STAGGERING LOCATIONS.' 1/4" U o >C 0 o Mme' EDGE DISTANCE PER / 18 + MAX LU— O rR 10 'oN ? SHIM 23 SUBSTRATE,SEE 10 •? SHIM 23 f-W 0]O 0110 EDGE TABLE 1,SHEET 1. DISTANCE I` Q �' J cl EDGE CD> DISTANCE- "' '• z LL .e•.� 18 ;'•.. O 0? TYP.ANCHOR 1 TYPE, 31 28 O Iaa�s EMBEDMENT I 6 33 ./ 41 ® �'+ O AND EDGE DISTANCE I I O O Z PER U• Q W H along SUBSTRATE, LL Q SEE TABLE 1, O LL J SHEET 1. Z Cq LL EXTERIOR ? CONCRETE/CMU 31 <,•:•.'^. 4 EXTERIOR 3 a011 •osa0 sauas PERANCHOR REQUIREMENT .• 1XWOOD `� CON,METElCIM •• 32 EXTERIOR BUCKSTRIP, SIOELITERRANSOMFRAMEWIDTH 1B PER ANCHOR OPT LYNN1//l��i SEE NOTE 2. REQUIREMENT THISSHEET. DETAILDETAINSTALLATION �(3, ? .NN M/z�� F ILQG DETAIL C� OPTION 2 P�,• �,CENSF'.,P INSTALLATION ANCHORS DIRECTLY INTO MASONRY. * N0.58705 INSTALLATION NOTES:� � = ' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON -O•:�/(f 2,7)i L' ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. A•' STATE OF .• 2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO %�,C••. F p MASONRY.WOOD BUCKS DEPICTED AS"2X'ARE 1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ',CORNO•' AUTHORITY HAVING JURISDICTION. 'cSs(ONA\- .011 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT 70 THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. 7j/�I I 1 I l 111 T�` 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.N 68705 INSTALLATION OPTION 3 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE IX BUCKSTRIP INTO MASONRY. EDGE DISTANCE DISTANCE CONCRETE .a. •'' 2X WOOD DUCKSTRIP 4 Q 32 16 PER ANCHOR •a OR FRAMING, REQUIREMENT EMBEDMENT SEENOTE2, EMBEDMENT J� THIS SHEET jy _L I'lorido BuBdcoggmcobSW d1CYo 1X WOOD v a �� 1X WOOD BUCKSTRIP,SEE y Z2,120 S� BUCKSTRIP,SEE NOTE 2,THIS SHEET. NOAU 8 •S•p 1 NOTE 2,THIS SHEET. - 1/4'MAX SHIM 1/4"MAXSHIM Mi ad 1'todu�Cao — 25 oPi 18 _ 18 rri9 1 10 ' TYP.ANCHOR TYP.ANCHOR j TYPE,EMBEDMENT TYPE,EMBEDMENT 18 .I I AND EDGE AND EDGE rc 29 DISTANCE PER DISTANCE PER n TYP.ANCHOR TYPE, II SUBSTRATE,SEE SUBSTRATE,SEE EMBEDMENT AND EDGE Tt- SEE FLUSHBOL7 TABLE 1,SHEET 1. TABLE 1,SHEET 1. 31 DISTANCE PER SUBSTRATE, I SEE TABLE 1,SHEET 1.AVOIDI I DETAIL,SHEET 12 _ I INTERFERENCE WITH I I - W .�- Y O •nay OPPOSING ANCHOR BY j B 3 CHOOSING THE CORRECT 1I p N O LENGTH OR STAGGERING 11 DETAILQI 6 }ti v alo(7 p LOCATIONS. LD N '� EXTERIOR 33 DETAILL o m o e o a z� rIf � un w0 � 0 aLLF SIDELITE! H Z O 0 co D' 'aN TRANSOM m O � t srla 1 DOOR 14 15 WINDOW FRAME ^.� 00 J r OVISIBLELIGHT VISIBLE LIGHT HEIGHT Z D.Z N DETAILQ HEIGHT(DLO) HEIGHT(DLO) Z 0 rn O DOOR .'Q 41 m O loans 33 FRAME p O HEIGHT O a1 O F EXTERIOR U O Z INSTALLATION NOTES: a < W Q aloas LLO --11 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR j DETAIL DETAILL D- _j m TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE I I w Fa_ LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON 1 TYP.ANCHOR U Z N LL O ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM 1 INSTALLATION j ? I TYPE,EMBEDMENT 1� OPTION 2 ami rosao saves AND EDGE 2)WOOD BUCKS DEPICTED ON THIS SHEET AS N 1-ARE +}_ INSTALLATION _ DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".lx INSTALLATION I I I ANCHORS DIRECTLY 29 SUBSTRATE,SEE \\\llllllll// WOOD DUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 1 j _ 1 22 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. ��\\�•(U N N DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS'2)v ARE INSTALLATION ANCHORS 1 1 �� 0 .••""'••.,Cir // TYPE,EMBEDMENT ` �. 1-112"THICK OR GREATER,INSTALLATION TO THE SUBSTRATE INfO 2X WOOD. I AND EDGE ,•''v\GENSF •.,'P OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 t I DISTANCE PER 1!4'MAX.SHIM OR Z 1 3.4 KSI NON-SHRINK, e' APPROVED BY THE AUTHORITY HAVING JURISDICTION. SUBSTRATE,SEE NON-METALLIC = No.58705 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER . TABLE 1,SHEET 1. GROUT-FULL SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE � LENGTH FRAME OF THE DOOR,SIDELITE ORTRANSOM. FULL LENGTH 1/4'MAX.SHI 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, - —� .s.� ',•;�` i�p STA E O •.\�•: SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 'i'C•''•FIORI�P'•'•G'� EMBEDMENT CONCRETE PER a EMBEDMENT 2X WOOD BUCKSTRIP „ e i S SYSTEM. OR FRAMING,SEE C�� L_ ANCHOR '•9' "�` + NOTE2,THISSHEET REQUIREMENT ::'• 11111 EDGE DISTANCE EDGE DISTANCE A.LYNN MILLER,P.E. +—� P.E.H 58705 4.922' 2.281• ----�I 4.565' 3.925• -� 1.457'T .500' .075• ❑ i 07u .312' 1.750" 1.000' M (�1 1.375' 1,rove ns rmnplyin8 eidl tk0 U F1,rove3utlAmyl i ZQ� L Ja O SIDELITE ADAPTER ft O 4 1.onn__ #20003,Rigid PVC JOpryinclTCOattol OFRAME HEAD&JAMB O FRAME SILL O PANEL RAIL&STILE y�r #20000,Cellular PVC #20001,Rigid PVC #20002,Cellular PVC 3.079• "m .182' I �• 1.503' 2.488' 1.097*8. I� J I� 1.500' 2.146'� I -�- —� I ,761' ,374' 6 I I � .278' lU X .080• 3.664• 4.561' �—Of C 3.518• .100' 0 3.518° 0 .080' — 3.518• .080' .080• — — 3.918' (}7 N n aloe o p"t O J m m o Fa C] z LL N u- two UU X� d 1.075' m HINGE STILE Iof A - o m Y t �0 O REINFORCEMENT �e �I 1.075' 1.075' 1.075' 1.000' O O04 z az #20013,6063-T6 O TOP&BOTTOM RAIL O PANEL STILE O ACTIVE O INACTIVE O 1"FRENCH o 0 6 REINFORCEMENT 7 REINFORCEMENT 8 ASTRAGAL 9 ASTRAGAL 1 DOOR MULLION z o t,o9a CJI #20014,6063-T6 #20015,6083-T6 #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 �I 1.140' --.{ 1.140' 1.258• I�r ® O 7-av5 �I1--IIF— 1.450• I� 075' .060' Fi- 1.359' .062' 2 2 610' �,�.n 343' '375 .773' .062' ? V2 I` z L T� T Z Z aloas 060' 060' 07p• TT 840• 1.025' + u W O INACTIVE BEVELED OGEE FRAME SCREW ADD-ON 'P MULLION I ACTIVE 1i 13 ASTRAGAL COVER 14 BEAD 15 BEAD 16 COVER 17 FINIFLANGE 18 CAP 19 ASTRAGAL COVER z o #20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC 020008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC j u' ' alil '�sa0 salsas t.otz• I 1.625" 11j1LYNNlr7j'�i .632' J -}- 935' h2.285• � �.J. .• •'CENSCd•l/•�.,4�•Q1i �'. ,• i .930' Tf •723 704, No.56705.500 • .062' .191' 200• J _ SINGLE DOOR R ANCHOR THRESHOLD HINGE TRIM ST TE o 3. 20 22 23 24 25 26 - �1�2Z ) ASTRAGAL COVER SILL CAP PLATE CAP DRIP CAP COVER Q #20012,Rigid PVC #19009,Rigid PVC #19031,6063-T6 920020,6063-T6 #20021,6063-T6 #20023,Rigid PVC %, S'• c80RIDP.•�G��' �'�.S�ONAL�.•. A.LYNNrMILLER,P.E ALL RIGID AND CELLULAR PVC SY VISION EXTRUSIONS,LTD. F.E.p 56705 TABLE 11: 62 4 PGTPart 4 Dehx:riplion Material DOOR HEAD 23 91 1 20000 Door&SideMe7Transcm Main Frame Cel alar P C DOOR PANEL HEAD 2 20001 Door Frame Sill 'R od PVC 1 0 3 20002 Panel Stile 8 Rail Cellular PVC B 19 4 20003 Sidefito Adapter Rod PVC 3 5 20013 Hinge Side Fieinfmcemenl Alum.,6083-TO 6 6 20014- Panel Rall Reinforcement Alum.,6063-T6 ' 7 20015 Panel SIOe Reinforcement Alum.,6003-76 Approved as complying with the 0 20016 Acthe Astragal Rigid PVC 1 28 1 FloridaDuu('ugCCorin 9 20017 Inac]ive Astragal Rigid PVC Dura O1lL (��'3 " 10i 20022 1"French Door Mullion Alum.,6063-T6 34 0 n—, NOA�I �.s 13 20004 InactiveAstragal Cover Rigid PVC 23 ?, Ac' •""(out 14 20005 1-1116"Bevel Bead Rod PVC 11 - 3 15 20006 1.1116"Ogee Bead Rigid 16 20007 Screw Omer . Rigid PVC 6 17 20008 Add.on FInlFlange Rigid PVC 18 20009 1"Mullion Cop Rigid PVC 3 19 20011 Active Astragal Cover Rigid PVC DOOR 20 20012 Single Door Astragal Cowr Rod PVC JAMB 22 2DO16 JSBn Screw Cover Rigd PVC 23 19031 Anchor Plale Alum.,6003-T6 / "h 24 20020 Threshold Cover Alum.,6063-T6 25 .20021 Drip(aP Rigid PVC 26 2DD23 Hinge Trim Cover Rigid PVC 28 Re Weatherstrip 29 167113 Frame Weatherstrip 26 DOOR PANEL C .nab 31714FPT410XW Frame4o-Wide Slob Screw:414 X 1.1/2'Ph.FH,16.625"O.C. Stainless Slee] - to 32 7S101X Frame-to-Nar.Slab Screw:1110 Xi"Ph.FH,26'O.C. Stainless Steel 70 HINGE STILE }n o O 33 78XIFPT410 Reinforcement Screw..118 X 1"Ph.FH,18'O.C. Stainless Steel U 1, r 34 710X2FPAX Frame AssemNy Screwy.410 X2"P.I.FH Stainless Steel DOOR PANEL O M "r hn 35 714FPT41OXN W-W Slab AssemblyScrew:414 X 1-112"Pit.FH Stainless Steel LOCK STILE ® p� 04� o a 37 71420X2.25 R-W Slab Assembly Screw:414 X2-1/4'Ph.FH Stainless Steel Z W hn LL 'D 39 Quanex DuraSeal Spacer,Composite Sealant/Dessicant =Li 40 62689 Quanex SuperSpacer,Foam EPDM w/Desslccanl �0/ W U x0 10 of .oN 41 720026 SettingBlock Duro.=05+/-5) EPDtA F-Z ca O `r C p/Aa 42 Dackbedding:Dow-995 or GE-7700 SBicana 33 ^ O YO �, J 04 43 Argon Gas INSTALLATION Z tL Z oa U 44 6HL5140 Hol Mel Butyl ANCHOR p 00 O 47.73 sea Hardware BOM,Table 9,Sheet 12 m 90 20033 Inactive Astragal Cap Acetal 71 32 W p 91 20035 AetheAstragaiCap Acetal INTERIOR o a loaves ALL RIGID AND CELLULAR PVC BY VISION EXTRUSIONS,LTO. .� © rn O (n ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. 72 FU- 37 U FQ Z 33 < W p LU al°as DOORLL r" 22 / � Z uUo JAMB 29 LL o 0 3 > U DAYLITE OPENING(DLO)SIZES / ap!1 •asap soyas WHEN USING PART 4 3:(WIDE RAILS OR STILES) 24 2 X DOOR FRAME HEIGHT.12.1=OLD HEIGHT SIDELIE/TRANSOM 34 X DOOR FRAME WIDTH-12.3=DLO WIDTH (XX DOOR FRAME HEIGHT)-12.1=OLD HEIGHT JAMB MARROW p�,..••••••..�(�c /� (XX DOOR FRAME WIDTH/2)-11.5=DLO WIDTH FRAME `��ti�: 1ceNSF ''•.'� , SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT SLT/TR FRAME WIDTH-12.1=DLO WIDTH DOOR 6bs = ••••1t i WHEN USING PART A 4:(NARROW RAILS OR STILES) _ No.58705 SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT SILL SLT/TR FRAME WIDTH-4.9=DLO WIDTH — 16 STA7 OF WOO SIDELITEITRANSOM %�T�'•.�LOR1�P•'��_ 34 31 SILL WIWIDE FRAME sSIO1NAI�-�`� (HEAD SIMILAR) A.LYNN IMLIER�P.E. P.E.4 68705 HARDWARE DETAILS&LOCATIONS. 52,b5 63,b6 47.49 BOB 62,83 60 67 /70-73 � I,Provcd as cmuPl}4ng with 6, a di drrL r'5�2.64NOAn EQUALLY- / / ._° kms • SPACED / / � 3 / 47-49 / \ N EQUALLY- SPACED O O 7 . 11 / w X � o 0 i wop o W) MAX. EQUALLY- C7 N N 16 SPACED I - 0"' 'O \ �� CI Z Lf) totouM ap g• \ MAX. 1\' W Z O co "ON MAX. F' m O C a•Ip 70.73 70-73 0 YO J to r "X"CONFIGURATION "XX"CONFIGURATION \ 61 z a z 0 w 0 Z SEE DETAIL, TABLE 11: TOP LOCK D' F- SIMILAR ® � '00 W ragas # PGT Part# Description Material N 47 666032701 P3000 3-PT Rhino Lock(6'8"),AmesburyInc. Stainless Steel HINGE DETAIL: U Cl) Z 48 666032702 P3000 3-PT Rhino Lock(over 6'8"),Amesbury Inc. Stainless Steel w W 49 71032X1FPFX Rhino Lock Screw:10.32 X 1"Phil.FH Stainless Steel a D. 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel j O LL Z 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel w } "' 54 .7S101X Strike Plate Screw,()):#10 X 1"Phil.FH 410 S.S. I Z LU LL 55 7BX12PFHUX Strike Plate Screw,ON:#8 X 112"Phil.FH 410 S.S. @Q a> •,�p sef,3s 60 7SB1202 Flush Bolt(A 61 Flush Bolt Rod OCY,) 62 48 00345 Flush Bolt Guide()W @D Qo; 4" \_YNNr/y1�F 63 7832X12FP)(P Flush Boit Gutde Screw:832 X 1/2"Phll.FH �� O •" 64 48033N Guide Pin ON 1 a�`T••�v0£NSt;''•.'Q 65 78036 Flush Bolt Stdke Plate(XX),Amesbury Inc. Stainless Steel P' 66 7832X12FPXP Flush Bolt Strike Plate Screw,CM:#8 X314"Phil.FH 410 S.S. _* No,58705 67 varies Handle/Lever I 9116 — 4" >>-1{ BEYOND 68 varies Dummy Handle/Lever PANEL 70 20025 Butt Hinge,Amesbury Inc. Stainless Steel 70 A sTA E OF _ 71 71032XIFPFX Hinge,Slab Screw:#10-32 X 1"Phil FHStainless Steel 60 FLUSH BOLT DETAIL: �%�.(•'•.•PtomoD' 72 78101X Hinge,Frame Screw.410 X 1"Phil.FH Stainless Steel '��7�5SIONAL�C\` A.LYNN MILLER,P.E. REA 68705