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Home My WebLink AboutProduct Approval Ilk- MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.gov/economy. PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the. expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-70011,Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall.be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number, preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.08 MIAMI•DADECOUNTY G Expiration Date: March 26,2021 Approval Date: July 09 2015 Page 1 -�l 1 d PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 05-1018.01 and 07-0322 06) 2. Drawing No 4040-20,titled".Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.0 7-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ..2)Large Missile.Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. PTL-4645, dated 08/11/05,signed and sealed by'Edmundo Largaespada, P.E. (Submitted tinder NOA No. 07-0322.045) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Mar uelpore ,P.E. Product ContrqExOniner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 )J-1 ' PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ..4).Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.05-10.18.01) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin flame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite0 PVB Glass Interlayer dated 04/25/15,expiring on 12/11/16. Manue ere P.E. Product Conntof J5- 19.08 iner NOA No. Expiration Date: March 26,2021 Approval Date: July 092015 E-2 f PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5m Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. ' 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- ` 5063,issued by Fenestration Testing Laboratory,Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. Manuelz P.E. Product Contr 1 Exa liner NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6116"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090*KURARAY BUTACITE%13(BY KURARAY AMERICA,INC.) OR.090"SAFLEePVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ' B.5116"LAMI CONSISTING OF(1)LITE OF 1/8r ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE'OVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX`AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A .090-KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX`AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/18"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.09D'KURARAY BUTACITE 0V8(BY KURARAY AMERICA,INC.) OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/18"LAMI CONSISTING OF(1)LITE OF 3116-ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A ,090'KURARAY BUTACITE"IPVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F. 0'KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) SHEET LLtl? G. CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A GENERAL NOTESOR.490"SAFLEX®PVB INTERLAYER{BY EASTMIAIV CHEMIGAL COMPANY) —I 030"KURARAY BUTACITE°aV8(SY KURARAY AMERICA INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GLAZING DETAILS 2 H. LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE DESIGN PRESSURES.......3 OF i!8"HEAT STRENGTHENED GLASS WfTH A.490"KURARAY BUTACITE AVB{8Y RAY AMERICA INC.} ELEVATIONS.....................4 OR,p90"SAFLEX�PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............6 t:13t18"!AM!IG:{1}LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 6118 LAME STING OF(2)LfTES OF 118"NEAT STRENGTHENED GLASS HORIZ.SECTIONS............5 WITH A.090"KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR 90,SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7116!1 LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A EXTRUSIONS ..............7 .090-KURARAY BUTACITE PV8(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) CORNER DETAIL........... 7 K.13)16'LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE ANCHORAGE... B-11 OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE 1pV8(BY KURARAY AMERICA,INC,) OR.094"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/10"LAW CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090-SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A .GW KURARAY BuTAcrrE"Pva(BY KURARAY AMERICA,INC.)OR.099'SAFLEX*PVI3 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3,DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REQUIRED, PRODUCT REVISED m winplying with tho FIodda Buildido 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Ac,p No 7,REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL4847,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTI-4957,FTL-4958 AND FTL-5003, Ey A, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 3NN Qlt4 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). N \.......... 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHIZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. 14 56105 xma ata xowtnt "p' 4jj:, LIM. 6112115 E 6m EDITION(2014)FBC UPDATE 'j� MWE iG;rw—7u&.- — p- GENERAL NOTES c'- 1070 TECHNOLOGY DRIVE FLOR\.., J.J. 10/07/11 D 2010 FOC UPDATE N.VENICE,FL 34275 ........ J.R. 04101111 C CHANGED CAP GLASS TYPE To TEMPERED FROM HS P.O.BOX 152g ALUM.SINGLE HUNG WINDOW,IMPACT a—W.B;Z.—bzwx--- NOKOMIS,FL3Q?4 vwbil A.LYNUMU&,P.E. F.K. 911105 J.J. �07 FL P.E.9 58705 NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3116"WITH NO CHANGE n r--) IN DESIGN PRESSURE. 41 t 112-NOM,M 1/2"NOM. GLASS BITE 44 GLASS BITE ........... EXTERIOR INTERIORF-"> (ALL SECTIONS) v PVB"- KURARAY BUTACITE" PVB INTERLAYER 80,81 or 82SArLE>ePVB INTERLAYER BY ----------- EASTMAN CHEMICAL COMPANYi 8—qljmLi:=j (70 118'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVS INTERLAYER tfl-1-7.090 PVB INTERLAYER — 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7/16"!.AMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 112 NOM, ( 1/2"NOM.F46 BIT E rj6 GLASS BITE 38 38 PRODUCE REVISED w wmplying with tic FLmida 86,87,88 or 92 Building IN 89,90 or 91 Amp 'WIN. BY moan Date � I �mi i hPmductGan I 00 L 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116*LAMINATED 7116"LAMINATED \,\3 f, icy IR SPACE AIR SPACE 0 ..........A.••14 z", 116"ANNEALED OR TEMPERED GLASS1/8-TEMPERED GLASS© 13/i6'NOM. 6"NOM. No.G8705 13/16"LAMI IG GLASS W/5116"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI -7 2, 155 lo 'STA L.M. 6112115 INTERLAYERUMUFACTURER 0^-=A�lk f�DETAIL S 1610 TECHNOLOGY DRIVE J.J. laVI/If D NO Cft4NGZ9 THIS SHEET N.VENICE,FL 34275 m. IW =-—nft%k- JAW. mo7/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.O.BOX 1529 ALUM SINGLE HUNG WINDOW,IMPACT psi,Bww—5+oae NOKOMI!;,FL34274 Wilbly Better "-Z' A.LYNN MILLER,P.E. Fic 911105 J.J. I�3(07 aw. 17111 1�2 I FL P.E.#58705 Ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH_ GLASS TYPE 63" 66. sr, 70' 72, 74!' 76" I i MEETING RAIL 4$" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 _80,0 +80.0 -aO.O- +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 HT. A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +78.8 -76.8 +77.3 -77.3 +76.9 -75.9 8 H 1 63116" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -781 +78.9 -76.9 +75.4 -75.4 +74.0 -74.0 T 0,0 UPTO83il6"I C,D,E,F,G,H,I,J,K,L +80.0 _80.0 +80.0 -80,0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0- -81 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTP- GLASS TYPE 38 318" 441 60 6/8" 63' 72!' 74" 76 MEETING RAIL 4.1 A,B,M +80.01 -80.0. +80.0 -60.0 +80.0 -80.0 +80.01 .80.0 +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 HT. 601. A,B,M +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 +79,9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 _T H 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 276.91 -76.9 +70.0 -70.0 +68.8 -68.8 W-6 1 -67.6 1 63118-- A,B,M +80.0 -80.0' +80.0 -80,0 +80.0 -80.0 +75.0 5.0 +68.0 -68.0 +66.7 •66,7 +65.6 -6,5�6 I ST 1 FUPT0631/8" C,D,E,F:,G,H.1,J,K,L +80.0 _80.0 +80.0 _80,0 +800 -80.0 +80.0 1 .80.0 +70.0 -70.0 +70.0" -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.Wt SASH-76"FLANGED AND 76"INTEGRAL FIN) MINUS WIDTH 1 GLASS TYPE 17118" 1 2211118" 28 3116" 33 314' 1 39 6116" 1 4413116" 60 318- 6616116" SASH HT. 631/8" 1 D,E,F,J,K,OA 1+80.0 1 -80.0 1+80.0 1-80.0 +80.4 1 -80.0 +80.0 1 -80.0 1+70.0 1 -70.0 1+70.0 1 -70.0 +70,0 -70.0 +70.0 HT. MEETING RAILt TABLE4. GLASS TYPES: TEST REPORTS SASH A.SMO'LAMI-(118"A,090,118"A) FTL4647,4648,4723,4957 1 B.5/16"LAMI-(118"A,.090,1/8"HS) FTL-4647,4648 C.5116"LAMI-(116'HS..090,1/9'HS) FTL4647,4648 D.7/16"LAMI-(3116"A,.090.3116"A) FTL-4645,48135 E.7/16!'LAMI-(3f1 .090,3/16'HS) FTIL4645 PRODUCr1i2V15rD ns F.7/16"LAMI-(311WHS,090,3/16"HS) FTLA645 uildiugCode �n'p'-yi"S"I"h Ffmida G.13/16'LAMI IG'-Iff T,AIR SPACE,5/16"LAMI-(1/6"A,090,118"A) PTL-4646,4723 I �o H.13/1f'LAM]IG-l/VTASR SPACE;5116'LAM]-(1/8"A,.090,118"HS) FTL-4646 BY p1mg,n Do[. 1. 13!16"LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(1J8'HS,O90.1/8"HS) FTL4646 NIC Dadcl?oduot t,I J.13/16"LAM]IG-1/8"TAIR SPACE,7116'LAM[-(3116!'A,.090,3/16"A) FIL-4649,4650 JK 13/16-LAMI IG-1/8"T,AIR SPACE,7116'LAMI-(3/16"A.,090,3116"HS) FTL-4649,4650,4958 jl_.13116"LAMI IG-1/8"T,AIR SPACE,7116"LAMI-(3/16"HS,090,3/16"HS) FTL4649,4650 LM,13116"LAMI IG-118"A,AIR SPACE,5116"LAM]-(1/8-A,.090.ll&'A) FTL-5063 L.Y.N.N NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. No-58705 2,FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-70-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618"MINIMUM TO 38"MAXIMUM. 4.GLASS Z TYPES C,G,H,AND I MAY BE USED IN SASH ONLY o STAT-OF VIEW Z' =, L7JjjEj�AD-�SASHGLASS�OP770NS FOR CUSTOM VIE DESIGN PRESS 6112116 _'E. URES - *J 1_167111 1_D INO CHMGES THfS SHEET N.V11170 X.,"..o.LloLs3y,.Dr6 ALUM.SINGLE HUNG WINDOW,IMPACT 1111 _c CH&VOED CAP GLASS 7YPE TO 7EMPERED BOX I= V.0oft A.LYNN MIUR.P.E. NOKOMIS.FL 34274 1,75sibly Dew - I 7.Z 1' 3 11 4040-20 FL P.E.4 58705 53118"MAX.FLANGED WIDTH 52118"MAX.I.F.WIDTH 49 5/8"MAX.FIXED c DLO(ALL) 0 75'MAX. F - 75""MAX. 75"MAX. SEE DLO 0 LF, FA I.F. LF. TABLE — D HEI HT SEE DLO HEI 3HT SEE DLO HEI HEIGHT TABLE 0 TABLE 0 L 76"MAX. 76"MAX. 76"MAX. FLANGED FLANGED L FLANGED 38 T- HEIGHT HEIGHT HEI HT SEE DLO TABLE x MAX. (MAX.) SASH SEE DLO SEE SEE OLD g TABLE x x HEI N TABLE NO E 481/4"� MAX, —VENT OLD(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 F E 75-MAX. 75V' OPENING I.F. 1.F FIXED LITE SEE OLD I HEI3HT E—j HEIGHT LOW HIGH E DLO DETAIL SILL SILLTRSL _ 0 IABLE 0A 341/2" 343/16" 76"MAX. 76"MAX. B 41 518° 41114" FLANGED FLANGED c 411/,V 40 7/8" 1 HEIGHT HEI HT D 62-5/8" 52 11/16" I E 52114" 525/16- PRODUcrREVISED T- W SASH m mniplying wish the Florida SEE OLD 2 20, u LOW HIGH '41di� TABLE x SASH SEE DL DLOTABLESASH 'A' Q6 HEIGHT HEIGHT DETAIL SILL SILL A 34112 34 3116" B 27 7116" 27118" Ivliami ode Product Co trot C 27 7/16" 27 1/8" DETAIL D DETAIL E D le 316" 153/4 VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 163/8" 1 153/4" 11 fill,/ TABLE 6. 4, NOTES: —"114e I SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2 SEE SHEET 7 FOR CORNER DETAIL VIEWS. No.58705 3:SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. Ck 4u LM, :',/1 15 NO CHANGES THIS SHEET '.'07 1070 TECHNOLOGY DRIVE ELEVATIONS 111L NOCI'MCESTHISSHEET N.VENICE,FL 34275 R-dW. '/'M" __ P T ALUM.SINGLE HUNG WINDOW,IMPACT J.P. NO CHANGES THIS SHEET P.O.Box 1529 mill 8r xw NOKOMIS,FL 34274 v.ibly jktw '*-Ze A.LYNN MILLER,P.E. "'7 'A$/07 sm. I'NTSI 4 -11 la"*' 4046120 FL REN 58705 2,784"--1 NOTE:MIN.(1)SWEEP LATCH AT-VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6 FROM EACH SIDE OF SASH. 26 27 NOTE.BALANCE PARTS USED MAX,VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE 31 8,10,11,15,16 INSIDE --- ---------- - - ------ MAX. FIXED 2.710" LITE ------- DAYLIGHT 25 OPENING 2UTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING —MAX.WIDTH SECTION A-A 6 UTSIDE INTEGRAL FIN(1.fF.)FRAME SECTIONS_ INSIDE 23 Ff 47 50 MAX. HEIGHT (21 E�_ 2. 46 OUTSIDE HIGH 51 2.30 LOW MAX VENT 48 45 48 DAYLIGHT HIGH SILL LOW SILL HEAD 'AMS OUTSIDE OPENING 68 .710 I I.F.FRAME 9 PRODUCrREVISED 28 53 11 os complying with the FWda OUTSIDE I I'll V 6 53 2.91416" tmtce I SIo yQ¢j LL) 63 IN ay 2.330" (HIGH ) AMitem Dada Product ntr c-,` 52 (LOW SILL) L SEE NOTE ABOVE 54 64 LYNN \0. ........ . 67 . \CEN _.A1 \CEN ULTRALIFT 69 3 30 12 ONLY ULTRALIFT SECTION C-C No.5070512 SECTION B-B ONLY (LOW SILL SHOWN) TAIL-FLANGED VE I RADIUS TOP ALTERNATE HIGH SILL (HEAD DE 1-5 Z: L.M�' Dn orckme 0, 6112115 NO CHANGES THIS SHEET STATE OF 1 7 H L DSECTIONS ........ J.J. 1WO7111 D NO CHANGES THIS SlifiEr N.VENICE.FL34Z76 I o" -V. � Rw_ ALUM,SINGLE HUNG WINDOW, /, . Ak- JR. 04MI111 C NO CHMGES THIS SHEEr P.O.90)(11,529 — mida P.E. L t4i a w NOKOMIS,FL 34274 Visibly Better movft F.K. '1110 J.J." SH700 iHaff 1�5 - 11 1 4040-20 EJ 68705 2,23107 ITEM DWG# DESCRIPTION PGT# ITEM DWG•# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X,500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 112-7/16 LAMI 628VI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A I FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 ISILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR 5/8" 6BALCVRO16 80 A GLASS,5/16"LAMI,(118"A090 PV8,1/8 N 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI,(118"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5116"L.AMI, 1/8"HS,.090 PVB,1/8"HS) 13 108511086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(118"A.090 PVB.1/8"A) 15 #8 X1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAMI,(118"A.090 PVB,118"HS) 16 1080-1 I BALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7/16"LAM[,(118"HS,.090 PVB,1/8"HS) 17 4053SA5H STOP COVER 64053 86 G.GLASS,13/16"LAME IG;118"T,AIR SPACE,5/16"LAN,(1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 67 H.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5116"LAMI,(118"A.090 PVB,1/8"HS) 19 #8-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAMI IG;1/8'T,AR SPACE,5/16"LAMI,(118"HS„090 PVB,118"HS 21 4054C FIXED MEETING RAL 640540 89 J.GLASS,13116"LAMI IG;1/87 AR SPACE,7116”LAMI,(3116"A.090 PVB,3/1 WA) 23 40060 SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3116"HS) 25 1235 WSTP.,•170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LAM IG;118"T,AR SPACE,7/16"IAMB,(3116"HS,.090 PVB,3116"HS) 26 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAMI IG:1/8'A AR SPACE,5116"LAMI,(1/8"A,090 PVB,1/8"A) 27 1016 #8 X.625 PH,FL.SMS 7858 —2.87 28 4007 SASH BOTTOM RAIL(LOWSILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 2.784 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM[SETTING BLOCK3132"X25164"X1" 71622K 1.Q30 3. 65 36 1052 LAMI IGSETTING BLOCK I"X314"X1!16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K .062 36 1225 VINYL GLAZ BEAD BULB(THIN) 6TP248K 41 40398 GLAZING BEAD,5/16 LAM.GLASS. 640399 O FRAME, I.F.HEAD 42 40448 GLAZING BEAD,5116 LAMI W/GRILL KI7 644703 47 #4071A,6083 T8 44 4222A I GLAZING BEAD,7/16"LAM! 64222 48 FRAME,LF LOW SILL 45 985C GLAZING BEAD,7116"LAMI WGRILL KIT 6985 #40,I.L 8063 76 46 4067 GLAZING BEAD,13/16"LAM!LG. 64067 2,606 PRODUCT REVISED 47 4071A FRAME,LF,HEAD 64071 PRODU TRinp EVIith Sha Florida 48 T 72A FRAME,I.F.LOW SILL 64072 2.374 as�,pL mu64073 w Nq Ir�d5�•O49 4073A FRAME,LF.HIGH SILL onDateb11 50 4074B FRAME,I.F.JAMB 6407452 4009 SILL LATCH(EGRESS)(LOWSILL) 764009 .062 NOM Miami adcPtodudCoplro 53 1068 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4 71 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2. 1 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM 56 1630 SCREEN CORNER KEYWRINGS 71630 THICKNESS 57 1631 SCREEN CORNER KEY W/OUT RINGS 71831 cENs'4�!!!F/�'� 58 1073 SCREEN SPRING 7CASP 0F .•9 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 5� FRAME,I.F.JAMB _ No.60705 48 FRAME, LF,HIGH SILL #40748,6063-T6 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) -_'0 "J1 T tY L.M. "°a n,.,ne„ =�O . ST TE OF !t!u/• L.M. Sft2llb E NO CHANGES THISSHEEr ° 10707ECHNOLOGY ORNE T �i��`,�'•',°t OFtOf.'C� � J.J. 10107117 D NO CHANGES THIS SHEET N.veN�cB,FL 84275 a"' —''• ''�,�Sr�NAt " _ GLE HUNG WINDOW,IMPACT rl J.p- 04/0!!11 C CHANGED GAP GLASS TYPE rO TEMPERED PROM HS P.O.80X'1528 '�'"n►�+�� A 'sIN_ � W. a s ao-J.J. mh NOKOMI5,FL 34274 Wsibly Barer "'�" ' a«: A.LYN�l"ILL'R,P.E. F.K. s!t/05 d„1223x07 sxroo NTS 8 a 11 4040-20 I E FL P.E,#58705 ° 1 or 47 LF.FRAME SEALANT ALONG ENTIRE JOINT 2.784 2 1 I.F.FRAME 062—— 2.630 2.330 1.�63 —T.062 .062 6 or 50 D FLANGE FRAME HEAD #4002A 6063-T6 —1.749— FLANGE FRAME SILL (LOW) WELD ALONG G) #4003C.6063-T6 A jl SCREW SEALANT OR GASKET JBOSS(2) 2.710 738 T HEADAND SIL 062 --k;=012=1.490 .040 I . — }-1.451-4T VIEW D-D VIEW E-E S 8,vlEw HEAD&SILL,RADIUS TOP SILL} (RADIUS TOP HEAD ONLY) SASH STOP SX 'OVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB #4025,6063-TS #4053,6063-T5 050 #4004,606TT-5 (USED AS RADIUS TOP HEAD) 1.165 78 1.342 .062 1. 1.096 -T [--2.279---1 .062 .349 LAZING BEAD,06" In ry I _ I a #40398.6063-T5 2.155 u T 119 .062 7 —af I' 110 .062— _M5 — .1 1 (31 SASH SIDE RAIL 1 062 F— 5-4�— D, #4008,6063-T5 21 FIXED MEETING RAIL SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,TING #4006C,6OMS-T6 #4007.6063-TS 050 .678 050 1.096—i '—T PRODUCT RHVISED plying with dw Florida GLAZING BEAD,5/16" Coll ,C"On_NO 78 j, 0 06 —2.326-1 [E� I @ #40448,6063-T6 A 1.096 (USED W1 GRILL KIT) _'n .062 7— T ir 6 GLAZING BEAD 7/16" "nin ade Product Conti" 3.446 2,94 #4222,6063-T5 1 — 2.638 .683 4-0-50 062 1 ttlilllt .678 1.097 LYNN .05042�— GLAZING BEAD,13/16"IG. 1�11 2.784--� 1.115 #4067,6003-T5 FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7116- No.56705 #405OAo 6063-T6 #4051 A,6063-T5 #995C,6063-T5 6-115 (USED W1 GRILL KIT) ,77- 15�.-- L 'ST TE or M. &12115 6 NO CHANGES THIS SHEET R.Wft ONS FRAME CORNER DETAIL --]1070TECH ORIV N J.J. 1=7111 =N0C1MGES7WSSHEET N.VENINCEO.FL34276 . ............ R.W.r. — ALUM.SINGLE HUNG WINDOW,IMPACT 11140 CHMGES 7HIS SHEET P.O.Box 1529 JR. 0"1/11 0 A/' IL R,P.E. W 0� —awa NOKOMIS.FL 34274 V10ibly Better FX 9110S S". Mall 1�7 a 11 4040 20 E FL REX 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES: I-1114"ELCO TAPCONS SUBSTRATE: 17.126 22.668 28,211 1 33.754 39.296 44.839 50.382 55.926 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: al"01 0 3-#12 SCREWS 01,,01,L) 0 L) 0 24 LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASS 0 z z 0 z C4 z-z m 0 z-ZQ)O z Z(OO z ZMO,z_Z _0 0 0 cli 0 0 a 0 0 0 Of� 0 0 CIF O 0 0 CIT� 0 0 cIr 0 L) � 01 0 DIMENSIONS: 00 00 08 00 00 oi () WIDTH TYPE 0 HEAD-181/2"MAX.FROM CORNERS Z m 0 cq - C4 - C4 a 701r, I I I 19.125 DE.FJ, I 1_1 -1 1 1 1 1 .1]. 1 1 11 I_ 1 1, .1 1 ."1 1_1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS K,L 2 2 2 2 2 _..1 2 2 2 3 2 3 3 3- 3 3 11 IM"MAX.ABOVE THE MEETING RAIL D,E F 1 1 1 1 1 1 1 1 1 1 1 6'MAX.BELOW MTG.RAIL I I.. ..I....... I -,-1 i 1 _-_-1_._1.___.- 115"MAX.FROM BOTTOM CORNERS 24.000 K�L' 2 2 i",- i 2 2 3 3 2 3 3 2 "*'i*- 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED 32.000 D.E ill I I I I_ 1 1. i . 2 1 1 2 1 1. 1 1.. I I i i I I 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF j 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 1_ 2 1 2 2 1 2 2 1 AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K.L 1 2 2 -3 3 3 4 3 3 1 3 4 3 4 4 4 5 6 4 V WINDOWS ARE 12 518"MIN.TO 38"MAX. PSF J 79 79 1 1 79 79 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 4Q000 o,E F J. 2 1,2 2 2 2 2 2 2 2 2 1.� —2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE ' - ". ��'j 2 21 K,L I i _1- —1 —2 '2 2 3 '3- —3 .4 4 3 1 4 4 3 5 4 4 5 5 4 1 36 6.D1'ELSEIGSSN PRESSURE LIMITATIONS: PSF 79 1 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,FJ, 2 2 2 2 2 2 2 ..2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K 1 —2 '' .. F., �_ . ? .1..? F . . _... . .. 2 2 3 3 3 4 4 4 4 5 3 5 5 1 4 5 5 4 6 SHOWN IN BOLD, OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48-000 D,EJ'A 2 2 2 2 2 , 2 3 RESPECTIVE SIZE AND 2 2 2 3 2 2 2 2 4 3 2 2 GLASS K,L —1 1-1 "*� — !�' t. [" TYPE IS 1 2 2 2 3 3 3 4 4 6 4 � 4* 6 1 &* 6 6 AVAILABLE. _I 't�41 t6 6 PSF 71 79 1 63 71 79 64t74 66 77 1 69 19 TABLE 7,KEY: 53.125 D,E,F.J 2 2 1 2 2 ] 2 3 2 2 2 3 3T2 3 3 2 K,L 1 1 2 - — S MAX PSF 1 1 2 2 2 13 (DP LMED)5-12_� J_ 2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD2 TABLE 6. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE!---\ 12.776 15.776 18,776 1 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE ,'o . . a 0 o 0 (FULL DIP) 01 0 cl L) 0 z - 11 " - 11 �-I-- It 8WIDTH 0 0 cq 8 8 3N 8 0 8O 8 801¢ 48 0" z 0 z _zmo , 2 Z ' 0 z - z 01- WINDOW 0 cq 8 -2 ,1 JAMB ABOVE PRoDuLrREVISED 19.126 1 1 1 2 1 2 2 1 1 2 2- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL a*complying BuildingCodc with the Florida 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 —2 —2 2 2 3 2 2 3 2 2 Amptmc.No I�i!0514.0$ � 3 14 - imirnDataldar X902}32.0 0 2 1 1T2 2 2 2 3 2 3 3 2 3 3 2 3 —4 2 3 4 2 3 By , -.0W 37.000 79 ---T-3--F— �12� 2 2 1 2 1 3 2 1 3 3 17TT-3 3 3 3 3 1 3 3 4 4 .4 TABLE 8.KEY; rlw�-- 40=074 MAX.PSF 2 T27-2 2 2 2 3 2 1 3 3 1 2 3 3 3 3 4. 3 3 4 3 1 4 4 3 4 (DP LIMITED} 112 44.000 68 78 JAMB BELOW 1 2 1 \\1 2 2 2 3 _2] 3 3 3 3 4 3 3 -47-3-1-4 5 3 4 6 3 4 MTG.RAIL JO.LYN 79 nn 48.0-- 63 72 2 1 2 1 2 2 2 2 3 2 3 4 1 3 3 4 34 4 1 3 1 4 5 3 4 (FULL DP) 631 72 25 73 58 66 1 JAMB BELOWP2 'r 63.125 23 MTG.RAIL 'a 7 5 JNO ILU E iNo NGES THIS SHEET STATEOr -'4 611211 070 TECHNOLOGY DRIVEANCHORAGE SPACING,CUSTOM VIEW Ji. 10107111 , D NO CHANGES THIS SHEET N.VENICE,FL34275 yr M. !X31 - J.R. ;;/01/11 R. NO Ctia';ES THIS C SHEET PO.BOX 1520 ALUM.SINGLE HUNG WINDOW,IMPACT ONA NOKOMIS,FIL 34274 vilibi er - MNIMILL6,P.E. -By. 0� W.: y sort ZL F.K. 7129105 Z23/07 sHroo 1 4040-20 E FL P.EJt 58705 18;TS170 M IAM I•DADE NIIAINII—DADE COUNTY,FLORIDA A PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.uiiamidade.itoy/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(AHI). 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 duality assurance purposes. If this product or material fails to perform in the accepted manner,the manufactrrer.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 11770-HP"Aluminum Sliding Glass Doors w/Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0004, titled "Series 770 H.P. Aluminum SGD -L.M.T..", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15,signed and sealed by Lynn A.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 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. REVISION of this NOA shall be considered after a renewal application has been filed and there lras 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. 13-1009.07 and consists of this page I and evidence pages E-1,E-2 and R 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.15-0106.03 rrigrri ogoE couNnr �`� Expiration Date: March 24,2020 Approval Date: March 12,2015 gE (� Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. AIumimum SGD - L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15,signed and sealed by Lynn A. 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 Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825,dated 06/10/2014, signed and sealed by Idalinis Ortega,P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 20294 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 20294 along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc.;Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson,P.E. (Submitted render previous NOA No. 13-1009.07) 3. 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 Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales,P. E. (Subinitted under previous NOA No. 09-082612) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15-0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 Aluminum along with marled-up drawings and installation diagram of Sliding Glass Doors (Samples A-1, A2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--5998, FTL-6005 and FTL-6012, elated 08/10/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.12) 5. Additional reference supporting Test Reports No.'s. ATI72138.01�401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. 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 I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Krrraray PVB Glass Interlayer"dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Statement,letter of conformance to and complying with FBC 5`Edition(2014),issued by manufacturer, elated 12/31/14, signed and sealed by Lynn A.Miller,P. E. 2. Laboratory compliance letter for Test Report No. FTL--7825, issued by Fenestration Testing Laboratory,Inc., dated 06/10114,signed and sealed by ldahmis Ortega,P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of. the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and sealed by Lynn A. Miller,P.E. (Srrbrrritted urr(ler previoars NOA No. 13 1009.07) --- �- - •Jaime D.Gascon"P.P. Product ControtSectimt Supervisor NOA No. 15-0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10/04/13,signed and sealed by Lynn A. Miller,P.E. (Srtbrnitted under previous NOA No. 73-1009.07) 6. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller,P.E. (Submitted underprevious NOA No. 13-1009.07) 7. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory,Inc., dated 01/13/14,signed by Manny Sanchez, CEO. (Sitbnritted wider previous NOA No. 131009.07) 8. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory,Inc.,dated 09/13/13, signed and sealed by Martin D.Brinson,P.E. (Submitted under previous A WA No. 131009.07) 9. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon, P.E. (Submitted under previous NDA No. 13-1009.07) 10. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative-Code, notifying original engineer that the successor engineer is assuming Rill professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn A. Miller,P.E. (Submitted tinder previous NOA No.- 11-1018.16) 11. Laboratory compliance letter for Test Reports No.'s FTL -5998, FTL-6005 and FTL-6012, all issued by Fenestration Testing Laboratory,Inc., dated 08/10/09, signed and sealed by Julio Gonzales,P. E. (Submitted under previous NOA No. 09-0826.12) 12. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Cbanda,P.E. (Submitted under previous NDA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 13-1009.07, issued to PGT Industries, Inc. for their Series "770 HP Aluminum Sliding'Glass Doors w / Reinforcements - L.M.I.", approved on 02/28/14 and expiring on 03/24/15. Jaime D.Gascon,P.E. Product Control Sectioit Supervisor NOA No.15-0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-3 a J GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT I DESIGN PRESSURE RATING IMPACTRATING SEE TABLES 1&1A ON RATED FOR LARGE&SMALL 1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET4 MISSILE IMPACT RESISTANCE GLASS STRENGTHS:T=TEMPERED- HS=HEAT STRENGTHED INTERLAYER TYPES:SG= .090"DUPONT SENTRYGLAS G4-7/16"LAMINATED:(2)LITES OF 3116"HS WITH.090"SG INTERLAYER. G4A-9/16"LAMINATED:(2)LITES OF 1/4"HS GLASS WITH.090"SG INTERLAYER. G6-1"LAMINATED INSULATING GLASS:3/16"T EXT.CAP+3/8"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER. GBA-1"LAMINATED INSULATING GLASS: 1/4"TEXT.CAP+5/16"AIR SPACE+7/16"LAMINATED:(2)LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER. 2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. NOA DRAWING MAP 3)ANCHORAGE:THE 33-113/0 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 CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE SHEET DETAILS SEE SHEETS 4-6. GENERAL NOTES.............1 4)SHUTTERS ARE NOT REQUIRED. ELEVATIONS......................2 5)INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETAILS............3 6)REFERENCES:TEST REPORTS FTL-5998,FTL-6005,FTL-7468,FTL-6012&FTL-7825. ANCHORAGE.....................4.6 ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL DESIGN PRESSURES.......4 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ELEVATIONS.....................7 HURRICANE ZONE(HVHZ). CONFIGURATIONS...........7 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. VERT.SECTIONS..............8 9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108")HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE HORIZ.SECTIONS............8 EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2&7. PARTS LIST..:.............! 9 EXTRUSIONS....................10 D.L.O.WIDTH=NOM.PANEL WIDTH-7" D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" Frema Min.Edge Min. PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Group Anchor Substrate Member Dlslonce Embedment Concrete(min. sl) Head/Sill/Jamb 1' 1318• NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1 114'Elco Ultmcon Ungrouled CMU,(ASTM C-90) I Jemb only 2-112• 1.114' Grouled CMU ASTM G90,min.2 ksl grout Jamb only 2-112• 1.314' 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 2 1/4'Elco 410 S.S. Concrete(min.3.35 ks0 Head/Sill/Jamb 1• 14W Ungrouted CMU,(ASTM G90) Jamb enty 2-112' 1-1/4' COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. CreleFlex P.T.Southam Pine SG=0.55) Headf8ilVJamb 1• 1.395• SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND Concrete(min.2.85 ksi) HeadlSlll 1 i' 1318' SUBSTRATE REQUIREMENTS. 1/4•Elco Ultmcon Ungrouled CMU ASTM G90 Jamb only 1• 1.114' 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. P.T.Southern Pine(SG=0.55) HeadlSlll/Jamb 9/16• 13/8' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD #12,18-8 or 410 Aluminum,6063-T5• HeadlSllUJamb ale' 0.071' BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID S.S.SMS, Steel,A36• HeadISllUJamb 318• 0.050' CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR 3 (min.11 threadslln) Steel Stud,A653 Gr.33• Head/SIIUJamb 318• 0.0451' GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Concrete(min.3.275 ksi) HeadfSlllWmb 1.121 1.318• PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND 1/4'Elco 18.8 S.S. Ungrouted CMU,(ASTM 0-90) Jamb only 2' 1-114• INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT Aggre.Gator Grouted CMU(ASTM C.90,min.2 kal grout) Jamb only 21 11 2• OF RECORD. P.T.Southern Pine SG=0.55 Head/SIIVJamb 1' 13/8' PRODUCT RENEWI,D P.T.Southern Pine(SG=0.65) HoadISIll/Jamb 9118' 13/8• n9 ppp1plyt"8 veldt rhe Florida 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS mne� REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE 4912,Steel SMS G5, Aluminum,11083-T6• Head/Sill/Jamb 318• 0.071•REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (min.11 threadslin) Steel,A36• HeadlSlll/Jamb 318' 0.050 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT Steel Stud,A653 Gr.33' Hsad/SIIUJamb 318' 0.0451' REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX.1/4" 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. Mlaminode Produc+Gmtrol THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, �� Y ILYN 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND `�� oN......N 41le WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING Q�,•' �ICENSF'•,l�� JURISDICTION. No.58705 lc am,9er o"w S�1'E P J.J. 10/12/1l c FBC2010 CODE CHANGE _GENERAL NOTES AND MAP F R.W Orxs,rcaro: 1070TECHNOLOOYDRNE �ORIDP,.•'' C IS,FL JR 12!31/14 E JR 09 0113 D PDATED�IOFBC 5T)1 EDITION 2014 ANCHORSIHIGHER OP N POMgox 5x9276 [jj� SERIES 770 H.P.ALUMINUM SGD-LMI ,S��NA�ANG\ NOXOMIS,FL 34274 8e"" — A.LYrJI4WAfILL��2,P.E. a� wro. 3GD770 H.P. NTS d 10 PGT0004 E REA 58705 SMC OA/05,07 Rm RJa MAX. UNIT MAX. UNIT WIDTH 96" WIDTH 145 5/16" I MAX. MAX. DOOR $ e e DOORUNIT UNIT HEIGHT / / HEIGHT 10811 108" XO, OX, XX 5 OXX, XXO, OXO G MAX. UNIT WIDTH 1911/2" 8 F I B MAX. DOOR 8 M d ARoDoDovlyr RENEWED d the lloridn UNIT 8 5 IIulldulg Code HEIGHT / / / / A`"`°0�Vat- 1 0811 Mimtd Dada product Conhcd 11111(1 OXXO N0.58705. APPROVED CONFIGURATIONS _ �,2 'kJ�ls cru RMW6y, ww RewawA STA E F J.J. �f�0/12/if RCS NO CHANGE THIS SHEET fo7arecHNOLooYORrvE 'ELEVATIONS ��`�'• FtoR\oP.'G�: JR 09/20/13 D NO CHANGE THIS SHEET NOKOMIS,FL 34275 TO` ;•�Ss��NnG��`` RawOB/' Gate: RONsbn> JR 1213 IRE E NO CHANGE THIS SHEET P.O.eoxf52e SERIES 770 H.P.ALUMINUM SGD-LM ,1 �, —�; p pa,. fx,64:atl p�. NOKOMIS,FL 34274 ® aO1 - �"'' �"� °a"+°R'' R"' A.LY�PA�L�.ER,P.E. SMC 08105109 RJA 500770HP. NTS 2 d 10 PGT0004 E P.E.q 58705 3/16"HS GLASS 3/16"HS GLASS DUPONT.090 SG DUPONT.090 SG EXTERIOR _ 3/16"HS GLASS 3/16"HS GLASS 74 318"AIR SPACEVIBI EXTERIOR 7/16"NOM. 3/16"T GLASS 1"NOM. 82 3/4"NOM. $3 GLASS (ir BITE 79 56 Aa3 n: 54. 7/16"LAMINATED GLASS TYPES G4 S 1"LAMINATED INSULATING 55 GLASS TYPES G6 SG=DUPONT SENTRYGLAS 1/4"HS GLASS 3/16"HS GLASS EXTERIOR DUPONT.090 SG DUPONT.090 SG 3/16"HS GLASS 1/4"HS GLASS 74 5116"AIR SPACE rQN 1/4"T GLASS EXTERIOR 9/16"NOM. 1"NOM. 82 p PRODUCTRENE\NED 3/4"NOM. 8`3 0 wmplyLtg with th.Florida hio NGLASS NO QfG(O 81 SITE 79 Dale 56 Miami Dade Product CORtT(d \111111!1/ 54 AN L N n 55 t��•'�,\GENSP `�F�Q,� 9/16"LAMINATED GLASS TYPES G4A 1 LAMINATED INSULATING ti GLASS TYPES G6A No.58705 r uj =v ' a_ R"w4By. �0-9 1AT`TEOFJ.J. 17/11 C NOCNANGETHlS3HEET GLAZING DETAILS ,(� FLORIOH.••XWEF w fOlOTECHNOLOOYDRIVE � ' GJR 0/!9 D BEADING$TEM NolcoMfB,FL 34276 '.a /ON�: SERIES 770 H.P.ALUMINUM SGD—LMI JR 1/14 E NO CHANGE THIS SHEET P.O.BOX 1628 sur• mese o.«veas 140KOMIS FL 34274 ® A.LYNN MILLER,P.E. SMC OQ105/09 RIA o.� SGD770 N.P. NTS 3 d 10 PGT0004 E P.EX 58705 81 TABLE 1: Design Pressure(DP)and Anchor Quantities Required For all approved Configurations,Sheet 2 and Glass Types,Sheet 3) Door unit Height on) Reinforced interlocks w 64' N. 88' 104 108' Henry-duly Astragal 69-7/8'(DLO) 73-7/6'(DLO) 79.7/8'(DLO) 87-718'(DLO) 91-7/8'(01-0) 97-718'(DLO) Heavy-duty Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 113 88 1 2$d 3 1$2 3 4 1&2 3 4 1 2 3 4 1&2 3 4 1&2 3 4 DP(pal) +90/-130 +90/-130 +901.130 +90/-130 +901.130 +901-130 HEAVY DUTY ASTRAGAL 24' (DLO) HeadlSlll C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 HEAVY DUTY STILES Jamb 10 10 10 10 10 1 10 10 10 10 10 10 10 10 12 12 12 12 12 12 82 111 61 86 65 DP(PSQ +901.130 +901-130 +901-130 +9D/-130 +901-130 +901.130 30' (DLO) HeadlSlll C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6+2 06+2 C8+2 C8+2 C6+2 C7+2 C7+2 66 Jemb 10 10 10 10 10 10 10 12 1 10 10 t0 12 10 12 1 14 1 12 12 14 12 DP(psf) +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 61 i Head/Slll C5+2 Cl Cl C5+2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 — Jamb 10 12 10 t0 12 10 10 14 10 10 10 14 10 12 16 12 12 18 12 ALL INTERLOCKS TO BE REINFORCED DP(pal) +9a-130 +901-130 +901-130 +901-130 +901-130 +901-121.4 WITH THE#66 HEAVY-DUTY REINFORCEMENT HEAVY-DUTY STILES Haadisill C8+2 C8+2 C6+2 C6+2 C8+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 C7+2 CB+2 C8+2 C7+2 C8+2 C8+2 Jamb 10 12 10 10 14 10 10 14 10 10 10 18 10 12 18 12 12 18 12 OP(pso +901-130 +90-130 +901.130 +901.130 +901-118.5 +901-110 Head/Sill C8+3 C6+3 C6+3 C6+3 C7+3 C7+3- C7+3 C7+3 C7+3 CB+3 C8+3 C8+3 c8+3 C7+3 C8+3 C8+3 C7+2 C8+3 C8+3 Jamb 10 14 10 10 14 10 10 18 10 10 1 10 1 18 12 12 1 18 1 12 12 1 18 1 12 NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O=EXAMPLE ON SHEET 5 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. 2.WHEN USING THE 21/2"SILL,POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 1/4"SILL, TABLE 1A: POSITIVE PRESSURES IS 60.0 PSF MAX. SIII Height to Max.(+)DP (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. (Water Infiltration Rating) 3.2 112-,3 114"AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS pRouucrw N6aeD THE 1 1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT (+)Design Co.as 1 Lr with the Florida REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED OH LENGTH Sill Riser Height Pressure, sf p y s P auilJtng Code WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENTOH LENGTH=OH RATIO Flush-1-1/2' see note 3 ABcoepwxe N c FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED OH OH HEIGHT Lav-2-112" +46.67 100 FOR WATER INFILTRATION. HEIGHT Medium-3-1141 +60.0 BY 4.SEE SHEETS 1,5&6 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT pl EQUAL TO 1 High-4" 190.0 MI°"d D0 i`P°d"`r Coarcot INFORMATION. po OR GREATER SEE NOTES 1-3 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 111 I I t I r I SEE NOTE 3 \\��ONS LYNN D.L.O.WIDTH=NOM.PANEL WIDTH-7" `��,.•'�1GENSg''.FP D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" Q PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" = No.58705 -13 RmOeY. au x+was: arv(uwr '1�q0''. SAT-OF J.J. 10112111 C NO CHANGE THIS SHEET =7=i DP AND ANCHORAGE CHART �,��.'•• FtoRtOP••'_`C�� wwima� 1070 TECHNOLODYORIVEun� _ �i S•'""' \�� IR 09120113 ::D ADDITIONALANCHORSIHIGHRDP NOxoM/SFL31z78SERIES 770 H.P.ALUMINUM SGD-LMI S�pN4' JR 11131/14 E NO CHANGE THIS SHEET P.O.aQX 1648W.M.w s.r. ar rt a..+atn A.LYNN c—a- may, yrs. NOKOMIS,FL 34774 SOD770 H.P. NTS A °' 10 PGT0004 E P.E.p 58705 SMC 0/6109 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHORS: SEE SHEET 1. 2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD&SILL................8"MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24"MAX.ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL/INTERLOCKS ON SHEET 6. JAMBS.........................6"MAX.FROM BOTTOM AND 17.125"MAX.O.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. -------------- SEE"C8"CLUSTER INTERIOR "+3"ANCHORAGE I DETAIL,SHT.6 1 ANCHORS PER PANEL"ARE THOSE INTERLOCK 7"MAX. ASTRAGAL 8"MAX AT THE HEAD AND SILL BETWEEN 3-1/2"MAX' CENTERLINE O.C. CENTERLINE I CLUSTERS ORTHOSE BETWEEN A' I 1 CLUSTER AND A FRAME JAMB. 0 0 0 0 o 0 0 0 0 2.04" 4.051" 0 0 0 0 0 1 1 24"MAX.O.C. 3.5"MAX.O.C. 8"MAX' —�I I�— CENTERLINE OF PANEL 1 CENTERLINE OF PANEL 2 CENTERLINE OF PANEL 3 EXAMPLE OXX ANCHORAGE PLAN: C8+3 HEAD&SILL ANCHORAGE(3 PANEL 2-TRACK EXAMPLE SHOWN)=(25)ANCHORS TOTAL I L—(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 EXTERIOR ---------------------------—-—-—-------------� C8+3=(36)ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 " 6"MAX. .� 17.125"MAX.O.C. TOTAL OF 12,(6 PAIRS) 108" x ' GROUP 4 ANCHORS PER MAX x JAMB(SEE SHEET 6 FOR PAIR O.C.SPACING) psoDUCTISwilhI"D o9 oomPlying wlth tl�PloriJn / A.gttaan,;e No 6. L.lx n eta Z x x x x�I x" _" x x• " --j• TNevJ Dade product Cartrol MAX. � I 6" .J 8"MAX.,TYP. O.C. L-- C.L.ASTRAGAL MAX. 11 l I r 191 1/2"MAX. "\oNl LYNN........744, EXAMPLE OXXO'ANCHORAGE PLAN: (4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 _ V41-58705 66 � (� L J.J. p10112111 RSC NO CHANGE THIS SHEET ANCHORAGE SPACING&EXAMPLE PLANS Dam: x"wws f070TECHNOLOOYORNE JR 09/20/13 D CLARIFIED OC 8 TEXT NOKOMIS,FL 34276 wm,• SERIES 770 H.P.ALUMINUM SGD-LMI S�ONA� o JR 12131/14 E NO CHANGE THIS SHEET P.O.SOX 4628 ,,,,may; ear — a.wow p.LY�7I WLLVR.P.E. "" �� p, � paw NOKOMIS,FL 34274 ® SG0770 H.P. I1('r$ 5 d �5 POT0004 E REA58705 SMC 08/05/08 R,w NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR 1.ALL DIMENSIONS SHOWN ARE BASED ON INT. INT. INT. INTERLOCK INTERLOCK INTERLOCK MINIMUMALLOWED. 7" CENTERLINE CENTERLINE CENTERLINE 2.METAL SUBSTRATES SIMILAR TO WOOD 3.5" 7" 7" 1.76" SUBSTRATES AS SHOWN, 3.5" 3.6" 7„ DIAGONAL,O.C.DIMENSION IS 4,051",SEE 4,051" 3,5" 1.75" 3.5" CLUSTER DETAILS,(APPLIES TO ALL ANCHORS). 3.5" 21/16"' 2x WOOD BUCK TYP„ 2.04" 4.0511" 2.04" 2.04" EDGE DIST., SEE ANCHOR NOTE SEE CHART IR7 3,SHT.1 4,051" 7" 4.051" 3.5" 7 3.5" 2-TRACK.ASTRAGAL/INTERLOCK 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK ASTRAGAL/INTERLOCK EXT. EMBED.,SEE 5 ANCHOR CLUSTER-C5 6 ANCHOR CLUSTER-C6 8 ANCHOR CLUSTER-C8 CHART,BHT.1 2.06" MAX.1 ' EMBED.,SEE CHART,BHT. I INT ASTRAGAL OR I INTERLOCK CENTERLINE 3.50" SHIM 1/4"MAX.SHIM —►I EDGE DIST., 4.051" WOOD ANCHOR TYP.,SEE 1x WOOD SEE CHART 7„ MIN. ANCHOR NOTE 2,BHT.1 BUCK TYP., BHT.1 3'6" DIAG. DETAIL A,2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR o I O.C. WOOD INSTALLATION NOTE 3,BHT.1 1 TYPICAL JAMB ANCHOR PAIR FOR CONCRETE 2-11 0 2'04" DETAILS FOR O.C.SPACING,SEE ELEVATION ANCHOR TYP., � T EDGE DIST., SEE ANCHOR 4.051" SEE CHART 2-1/16"' NOTE 1,SHT.1 2-TRACK.ASTRAGAL/INTERLOCK BHT.1 ------CONCRETE 7 ANCHOR CLUSTER-C7 EDGE DIST., EMBED., EXT. I EMBED.,SEE EXT. DETAIL D.2-TRACK FRAME JAMB SEE CHART SEE L CHART, HAT,BHT.1 CONCRETE INSTALLATION BHT.1 2-1/16"' CHART, 1/4" .....; SHT.1 MAX 2x WOOD BUCK TYP.,SEE 1x WOOD SHIM ANCHOR NOTE 3,BHT.1 BUCK TYP., WOOD ANCHOR TYP.,SEE SEE ANCHOR EXT. ANCHOR NOTE 2,BHT.1 a EXTERIOR INTERIOR NOTE 3,BHT.1 DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) 1/4" ONCRETE WOOD INSTALLATION EMBED.,SEE MAX' SHIM WOOD ANCHOR TYP.,SEE CHART,BHT.1 EDGE DIST., ONCRETE ANCHOR TYP., ANCHOR NOTE 2,BHT.1 1/4"MAX.SHIM ►1 SEE CHART SEE ANCHOR NOTE 1,BHT.1 BHT.1 DETAIL F,2-TRACK FRAME HEAD PRODUCT RF.NL'WED- 2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION m mmplyingwilh the Florida Building Codc 1/4"MAX. ANCHOR NOTE 3,BHT.1 Aw pta xa No . (SEE ANCHOR 2_1/16"• E t(on eta NOTE 5,BHT.1 EMBED.,SEE 1/4"MAX. CHART,BHT.1 2-1/16"* (SEE ANCHOR GROUT AS REQ. WOOD ANCHOR NOTE 5,BHT.1) CONCRETE Miami DadePrt+ducfCantrol EXT. r TYP.,SEE ANCHOR EXT. I 1 NOTE 2,BHT.1 2x WOOD BUCK TYP.,SEE EMBED.,SEE �\`\O�V LYNN CHART,BHT.1 2-1/16"• EDGE DIST., EXT. ANCHOR NOTE 3,BHT.1 +;• \��,•'��GENSE •, P SEE CHART DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYI'., DETAIL C.2-TRACK FRAME SILL BHT.1 WOOD INSTALLATION SEE ANCHOR NOTE 1,BHT. (EDGE DIST. =z< No.56705 �ISEE CHART _ WOOD INSTALLATION DETAIL G.2-TRACK FRAME SILL BHT.1 _ �( s 4 S 4! CONCRETE INSTALLATION ,-0 '•, Revcaey omme mm�cna. o"wloe'ae S.A E OF �� J.J. 10/12/11 C NO CHANGE THIS SHEET ANCHORAGE,EXAMPLE CLUSTERS O,o Ft.OR�o?;.•' Oma; m: x.ribnti 1070 MCHNO.00YO... SJR• 09/20/13 It: TEXT DIM REFERENCE POINTS NoxoMrs,FL 342;'5 JR 12/31/14 E NO CHANGE THIS SHEET P.G.Sox 1629 SERIES 770 H.P.ALUMINUM SGD-LMI 11 onmmar one; para. NOXOMIS,Ft 34274 m strriat+c s"m �""� Q'"�°�'b' LYNN t�{ILLEtR,P.E. - SMC 08/05/09 RJA SGo770HP. NTS 6 a 10 PGTOD04 E P.E.g58705 PANEL LETTER JAMB'DETAIL-W OR-L', NOTE: K SINGLE SHT.8&ANCHOR 1.MAXIMUM NOMINAL INTERLOCK LOCKSTILE DETAILS'D'&'E',SHT.6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL SHT.8 PANEL CONFIGURATIONS A SINGLE EQUALS 48" INTERLOCK LOCKST/LE ASTRAGAL DETAIL'M',SHT.8 HEADER DETAIL T,SHT.8 D SINGLE EXTERIOR &ANCHOR DETAILS W,'B' LOCKSTILE' INTERLOCK &'F',SHT.6 191 112"MAX.UNIT WIDTH M LOCKSTILE SINGLE INTERLOCK 41"MAX. NOMINAL LSINGLE ASTRAGAL D.L.O. PANEL l�xau7 INTERLOCK OUT WIDTH I��—WIDTH LR ASTRAGAL SINGLE PANEL PANEL PANEL PANEL Xeoxoup OUT INTERLOCK TYPE TYPE TYPE TYPE N .R, ,L, .D, ,P, ASTRAGAL SINGLE 97 7/8"108" W INTERLOCK MAX. (e°xouq / MAX.DOOR C D.L.O. SINGLE ASTRAGAL / UNIT ��N1 INTERLOCK IN SEE TYP HT. REINF. NOTE REINF. TYP. P SINGLE FIXED 3 INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK T ASTRAGAL FIXED SEE FRAME& OXXO(2 TRACK) SILL DETAIL Tr,SHT.8& OUT LOCKS77LE PANEL CORNER ANCHOR DETAILS'C'& �O%O� 'G',SHT.6 T CONSTRUCTION ASTRAGAL FIXED DETAILS BELOW LOCKSTILE SILICONE IOoxtN/ IN BY OTHERS SFIXED ASTRAGAL #8 X V, (aoxoup LOCKSTILE OUT PH SMS IesSFOXED _ �] ASTRAGAL LOCKSTILE IN PRODUCT RENHIYBD NOTE: to complying wl lh the Florida Rullding Colo REINFORCEMENT(ITEM#66)REQUIRED AT ALL INTERLOCKS. Acceptance No #10 X 1.50" on ate Zp2o PH SMS PANEL CORNER FRAME CORNER Miomi Dade Pmduct Control u INTERIOR (ALL PANEL TYPES) NOTES: DETAIL DETAIL 10, EXTERIOR 1 SEE THIS PANEL WIDTH=T 8".SEE INDIVIDUAL 8 FOR SECTION CONFIGURATIONS. AND HTS.4-6 MFORL LYNN ANCHORAGE DETAILS. �`� .'��GENS •.P i D.L.O.WIDTH=NOM.PANEL WIDTH-7" 2.MAX.DLO WIDTH=41";MAX.DLO HEIGHT=97 7/8",MAX PANEL HEIGHT=106 1/8". r D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125" 3.(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER N°'58705 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" (ITEM 103)AT FRAME JAMB OR ASTRAGAL. _ [X R.wor. ow Rntumr: omv�e �'O.'•," 5 15 'Lw� J.J. 10/17/11 C NO CHANGETHIS SHEET PANEL TYPES/EXAMPLE ELEVATIONS :��'•, ST iE r• ,r\u\ er. own• Bort tvu: f0707ECHNOL00YDRNE FLGR�pP,•' Gi JR OB/70/13 D REMOVEOH&SSRACKET NOKOMIS,FL34270 SERIES 770 H.P.ALUMINUM SGD-Tft LM! '�SS/pNA�E � Rm w.. lots• RpN bnJ: ON JR 17/31/14 E NO CHANGE THIS SHEET P.O.Box 1028 a,,t. mer mts• anuaa mm: NOKOMIS,FL 34274 ® A.LMNNMILLEF,VE. SMC 08/06/09 RJA SOD770H.P. NT$ 7 - 10 PGT0004 E REN 58705 PART ILLUSTRATIONS 14 62 111 63 61 66 (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 6 65 61 61 FULL LENGTH 66 14 106 OFJAMB 14 61 75 113 1,FULL LENGTH p0 X 1-114' 1110 X 314' OF JAMB SMS,X 2 SMS,X 3 105 6„ ALL REINFORCED INTERLOCK 113 MIDSPAN AI tt3 DETAIL'J' 6' 81 53 6 MIDSPAN st 15 DETAIL'L' 113 2 STANDARD CLIP OPTIONAL CLIP 52 51 \p//RETAINER#106 W/RETAINER#123 tt2 66 112 46 DETAIL'K'(FIXED PANEL) 52 40 ASTRAGAL 45 48 47 0 53 b1 4 INTERIOR DETAIL IMI 62 51 112 (ALL HORIZ.SECTIONS) 53 EXTERIOR 2 DETAIL'N'SCREEN DETAIL'O'SCREEN a EXTERIOR INTERIORF-"> AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL'P'SCREEN (2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB (2-TRACK SHOWN) SILL RISERS OPTIONS 24 (SEE D.P.LIMIT TABLE 1A,SHEET 4 23 SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 21 1 19I 5'� 4.055' 113 5 3.30 EXT. EXT. 2.555' EXT. EXT. 71 69 1.567' EXT. FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 1 OF97 7/6' NOT VALID FOR WATER 2-1/2" (3-1/4' (4„) MAX.UNI MAX DETAIL'I' ( ( ) ) DOOR UNIT P0.0DUCTREI'111WCD INFILTRATION RESISTANCE) 25 HEIGHT TMP meomplyln9wlthth.Florida 22 DwIdin8 Code i a Acc. twxapN0' 1 69 20 °/ _ 18 4.055' EXT. 72 OR 73 MI�^i D°�Prodxt Cmd'o EXT. EXT. --26'55. EXT. 3.305' EXT. 71 2.5j55' l 7 1.567' \`�� LYNN a�,••'oGENSF'•.Fnr i FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 it No,58705 (NOT VALID FOR WATER (2-1/2-) {3-1/4") (4„) DETAII'H' ,p INFILTRATION RESISTANCE) Er mW nmccav: o.wprd. � STTE Of J.J. 10/12111 0 NO CHANGETHISSHEEr VERTICAL&HORIZONTAL SECTION DETAILS ;c�'•, F(OR\oP•' G rtn,.�.... 1070TECHNOLOGYDRNE _ JR 0/20/19 R D ADDEO/EDITEDJAMB BRACKET NoxGMls,rT.sez75 SERIES 770 H.P.ALUMINUM SGD-LMI �'�s`S�nNA�- JR 12/31/14 E ADDED 1/71 TO DETAILS H&1,AND#113 TO DETAIL J P.O.BQX 1629 _.,_,_ sow sme o..ryxu n..: A.LYIfIJ 'Ll R.P.E. neann�„��, aoa� w� NOKOMIS,Fl.34274 o SGD770 H.P. NTS 8 a 10 PGT0004 E P.E.#58705 SMC 08/06108 Item DOT# PGT# Description t728163 PGT# Description 1 17306 _ 817308 2-TRACK HEAD - - 817339 HEAVY DUTY ASTRAGAL 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 617324 TOP&BOTTOM RAIL 6 17314 617314 FRAME SCREW COVER 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 6 17317 617317 FRAME HEADIJAMB ADD-ON 71695 1-1/2'X 1'X314'HIGH FIN SEAL DUST PLUGS 7 17304 817304 2-TRACK SILL 76153X TANDEM ST.STL.ROLLER ASSY. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 8163 1 78153N TANDEM NYLON ROLLER ASSY. 11 17313 617313 FRAME SILL TRACK INSERT 74 1 SILICONE DOW-899.DOW OR GE-7700 14 17305 617305 2-TRACK JAMB 75 8185 1 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032XIFPFX #10.32 X 1-FL.B.S.SCREW W/TYPE'F'TP 18 17322 617322 SILL RISER 77 7103239 1032 STEEL ONG U-NUT 19 17319 617319 SILL RISER-HOLLOW 79 17330 617357 1'IG BEAD 20 17321 617321 SILL RISER-LOW FLAT 80 17359 6173597118'BEAD/FD4=D PANEL CLIP 21 17318 61731B SILL RISER-LOW HOLLOW 81 17360 617360 9116'BEAD ' 22 17355 617365 SILL RISER-MED FLAT 82 1224 6TP247K VINYL BULB WEATHERSTRIP 23 17354 617354 SILL RISER-MED HOLLOW 83 61745 1745 LOWE INC,1/2'X 1118"SGL.SIDE ADH.TAPE,POLYETH. 24 17320 817320 SILL RISER-HIGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG 25 17323 617323 ISILL RISER-HIGH FLAT 101 72087 JAMB BUMPER ITEMS 4053 ARE SCREEN PARTS: 102 1696 71696 OUST PLUG 40 4319 612258 SCREEN SIDE RAIL-LOCKS11LE 103 8186 78186X 1'KEEPER 41 7LOCKWGSK SCREEN LOCKSET 104 653 7SDKEEP SCREEN LOCK KEEPER 42 41818 SCREEN KEEPER SPACER SET 105 17344 617344 FIXrD PANEL CLIP-6'LONG 43 8162 68152 SCREEN INTERLOCK ADAPTER 106 17345 617345 EXTERIOR FD(ED PANEL RETAINER-9116' 44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 45 4317 612266 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 46 4316 612257 SCREEN BOTTOM RAIL 109 1731 78162SN HANDLE KIT-RECESSED INTERIORWITH THUMB TURN 47 668 7SRAZ STANDARD ROLLER 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 48 668 7SRAX STANDARD ROLLER-ST.STL. 111 710)34PPSDAX#10 X314"PH.PN.TEK-S.S. 49 4344 64344 SCREEN ASTRAGAL 112 1235 67518 JWSTP,.270"x.170"-FIN SEAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 64068 1.187'X.230'FINSEAL 51 1692 61692 SCREEN SPLINE-•166" 114 710X116PPX #10X1-1/2' 52 1694 61694 SCREEN SPLINE-.150" 115 710XPPT #10 X 1' 53 61816C20 SCREEN CLOTH 116 720X XX #14.20 X 1'S.S. 54 1725 112'X4"X 1116"SETTING BLOCK 11772OX112X #14-20 X 1-1/2 S.S. 55 1726 1'X 4'X 1/16"SETTING BLOCK 123 17352 617352 FIXED PANEL RETAINER,718' 68 OUANEX/TRUSEAL DURASEAL SPACER(COMPOSITE PRODUCT REMMED av complying with the Florida SEALANT/DESSICANT) Aulualdpa� �.. •�� 61 17326 617326 PANEL STILE(HEAVY DUN) g* Daze , OZ 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) Miami Dndc ProcuR omrol N1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 11111 66 17346 617346 INTERLOCK ALUM REINF.(PANEL-9') �`ai 4YNN 4f, NOTES: E'' 1)ALL ALUMINUM=8063-T6 2)ITEMS#3,4.9-10,12.13.16,17,26-39,57-60,67,78,84-99&118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. '�; No•58705 D"-rt.naer. D"- Rikbre: tx,ataa SOF •`•S; J.J. 10/12111 C NO CHANGE THIS SHEET PARTS LIST •.Fl er � 1070 DRIVE JR 08/20113 D TEXT/PART NUMBERS NDKDM�s,1034276 LMI �. a. R SERIES 770 H.P.ALUMINUM SGD- OMS P.O.B X 1628 cn.,t a..rvxn wr. n JR 12/31/!4 E NO CHANGE 711/0 SHEET 4 c.+eru�.e swn A.LYNN A1iLLER,P.E. ., ww cnodua a� NOXDMIS,FL 94774 ® SOD770 H.P. NT$ 8 a 10 PGT0004 E P.E.#58705 SMC 08/05/09 RJA I+ -►1 1.050" I I I � -►� 1.36" 0.718" 1.050" 1 050" 1.003" 5" 0.062" 0.811" 0.634" 0.062- 0.290„ 0.757" 1.36" 02 " 0.045"1303 0 0062" . 0.050" 0.081"A2" FIXED PANEL CLIP + INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD(7/16") GLAZING BEAD(9/16") GLAZING BEAD(1"I.G.) FIXED PANEL CLIP (65) MAT'L:6063-T6 (5)MAT'L:6063-T6 (80)MAT'L:6063-T6 (81)MAT'L:6063-T6 (79)MAT'L:6063-T6 (105)MAT'L:6063-T6 0.081" ' 4.125" 6.198" 4.49" 0.062" ► 8.198" 0.080" x- 0.062" 1.162" 1.888" 1.304" 1.211" 1.505" 5.069" 0.081" 1.739" f� 3.25" 2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL TOP/BOTTOM BOTTOM RAIL (2)MAIL:6063-T6 0'232 (7)MAIL:6063-T6 INTERLOCK ADAPTER (69)MAT'L:6063-T6 � 3.979" (62)MAIL:6063-T6 F�-:.133' 4" 1.467 6.221" 2 TRACK JAMB W/ 0.075" 0.062" �I-r-- 1.505" SCREEN TRACK 1.645"FLUSH FLAT SILL RISER (14)MAT'L:6063-T6 (15)MAT'L:6063-T6 1.6" nL-- (18)MAIL:6063-T6 I fn Imo- 3.125" 1'872"�I 0.080"2-TRACK SILL W/SCREEN TRACK(8)MAT'L:8063-TB 0.281" F� �1 HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1.019" (61)MAIL:6063-T6 (68)MAT'L:6063-T6 0.062" (� 5.069" y 1.654" SCR'L:606 -T6 0.752" 0.709 0.709" (40)MAT'L:8063-T6 0.080" A 0.080" 1.045" 0.080" SILLTRACK 0.863 -►I L 0.550" 1.211"0.080" 1.254" T- (11)MATL:6063-T6 FIXED PANEL FIXED PANEL 081" 0-1 1.993" 0.062" RETAINER,7/8" RETAINER,9/16" 2-TRACK HEAD 0.875" (123)MAIL:6063-T6 (106)MAT'L:6063-T6 0.250" (1)MAT'L:6063-T6 REINFORCEMENT SCREEN TOP RAIL 0.750" f66)MAT'L:6063-T6 (45)MAIL:6063•T6 1.993- 0.232" 0.750"(E3A EL LENGTH-9") L 0.062" PRODUCTRENEWED 0.062" 0.232" as oanplyln8 with tho Florida 0.062" SCREEN BTM.RAIL nNii-iDadc 11econtmi .QO0.760" (46)MAT'L:6063-T6 O0.232"4.055" 0.062" 0.906" 3.955" rodu 3.305" - FT3.205" 2.455" 2.655" 0.062" 7' ````,��ONY LYNIy Sl 0.062" +flf- 0.062" -rll+ NO.58705 HIGH! SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED.FLAT SILL RISER HIGH FLAT SILL RISER 24 MAIL:6063-TB 23)MAIL:6063-T6 21 MAT'L:6063-T6 (19)MAT'L:6063-T6 (20)MAIL:6063-T6 (22)MAT'L:6063-T6 (25)MAT'L:6063-T6 0 '•K J.J. 10/17J11 C NO CHANGE THIS SHEET O S A E OF aF x.Ksw.r 40707ECHNOLOOYDRNE EXTRUSIONS JR 09/20/13 D ADDED/EDfTED BEADING NOKOMIS,FL 34276 re. J;C�ss•.,<ORIOP..•'G\�;� R"r1i 12/31/14 x�E NO CHANGE SHEET P.O.BOX 1529 SERIES 770 H.P.ALUMINUM SGD-LMIErb, ww"ey. oam: awm wra NOXOMM FL 34274 m bdot b0"'' �"'c °i1°x" x'^ A.I`INN�A1(ftk P.E. SMC 09/05/09 RJA SDD770 H.P. NTS 1 10 a 10 PGT0004 E P.E.M58705 M IAM P�ADE INIIAIII—DADS COUNTY,FLORIDA s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADNIINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wmyxdimldade.Eov/eeononlV PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight 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"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith 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 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 terminate this NOA.Failure to comply with any section of this NOA shall because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its - distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13--0815.05 and consists of this page 1 and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime-D. Gascon,P.E. NOA No. 14-11051 MIAMbDADE COUNTYS t� Expiration Date: May 26,2016 Approval Date: February 12,2015 2`�il� Page I 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Suhmitted under previocrs NOA No. 10-0819.05) 2.• Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA N6. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th 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, conforhiance to and complying with the FBC 5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. - 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. n ainte D. Gasco i,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: 1Vlay 26,2016 Approval Date: February 12,2015 I;—1 PGT Industries,Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. 1171 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. FTIr6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted raider previons NDA 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. i Y� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 � z SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL mn 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE it MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......_..................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS..........._.................1 = � o FIGURE 1: ELEVATIONS.............._.............._._ioo 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD..................._._2 MULTIPLE FOPINING WIDTH FORVERTICAL MULL ASCRIBE IBE MULL TO IX&MASONRY._......_._2 a O MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES......._..........2 SEE DETA LS RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY............._........3 10 A-D,G,H; N SHEETS 23 SHAPE MULL TO STEEL STUD...................3 _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL................................3 m _1111, ++c i DESIGN PRESSURE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS............_...............3 0 `- W IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CIIPS......._._.........4 O H BAY MULL INSTALLATION..............4 W 1X2 X.126 MULL SPECS...._.........6 J 7 7 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 x 2 x.375 MULL SPECS...............s -I W 77 �� INSTRUCTIONS. - 1 X 2.75 X.375 MULL SPECS......._.7 0 a 1 1X2.75 X.85 MULL SPECS............8 Z '��° SEE DETAILS I Il III 11 b USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.500 MULL SPECS....._.9 W 0 CD O ATHRUG; / I l / III / ) DO O ~ SHEETS 2-3 I 1 SEE DeraLs ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 x 4 X.125 MULLSPECS...._......_.10 � (- M A TNRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.375 TUBE MULL SPECS....11 Q J 1 — — -- SHEETS 2J 1X4X.376 TMULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. Ill 1.25 X 3.1 Be X.265 MULL SPECS...12 7 OPENING J y, VERT. 1.25%3.25 X.100 MULL SPECS 13 MULL HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLESFOR ,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25%3.25 X.624 MULL SPECS.....14 W 2Z LENGTH HORIZONTAL 1.25%3.94 X.624 MULL SPECS.....15 Z'R p 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 t2 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 ¢ U) d, SHEEi3 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 1.26 X 2.11 X 30'X 325 BAYY M MULL 3PEC5....1B z W MULL SPECS_.......19 F- REACTIONS. 45•X 3.25 BAY MULL SPECS......_.20c MULLION&CLIP DIMENSIONS......21.23 I_ Z mZ O FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOWS;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2............_...............24 2c,S PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES....................26 (n BE OF ANY TYPE. W MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z / I I I BYPGT. CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U W Q 0 I I_ PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d„O Z O sEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. m I=m0 HORIZONTAL /SHEETS MULL SHEETS 2.1 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(LBS/FP)FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING 13-RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCTRBVISBD 4 FIND THE CHOSELLION'S MULLION CAPACIT ' `•'IHPI9M9 whh IhaFlorido I—OPENINWIDTH �HDRIZ.MULL LENGTH MUG S ) N MUY(LBS/FT1 FROM TABLES to THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING D uBdlog 00 'i LEi` I �I THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Axeptaloo N�Np��}/�'07•OS.• MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING OBTAINED IN D OPENING STEP 1). _�1�;,;{ HEIGHT N�I.Md 6decouct Cum-< ro OPENING MULL �, FOR 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE LHOR17 VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. HEIGHT ENGTH MULL MULL 1111 I I 11117 �� r� LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��,��ON .• N,y��l�� L ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR L L CAPACITY IS MET. OPENING WIDTH - N0,58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL nwLL 7)IF THE MULLION CAPACITY(LBS/FP)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FP)FOR THE ' OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED,WITH THIS _-0 FOR VERTICAL MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE -x1 {r^L SEE CORRESPONDING DETAILS MULTIPLE MULLIONS -0 ire S ��` FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �'n�'•• X,Y f. ` CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i S ••.UHIOP,,.•'��`\� PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATOAPPLY FORA PERMIT. 7771�NAL[N`� A.LYNN Mil-V 4,P.E. FL P,E.#58705 DETAILA: DETAIL B: MULLION �i MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1XBUCKSTRIP TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTRATE, A v ATTACHMENT SEE SEE TABLES IB-168 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 11 N I 1 MULLION SHEET 1. }m 6 ° Z > Nd d 1 I 1 I SEE SHEETS a °b 1 1 MIN 2.7 KSI ', EDGE 0 rjl ERHERTHEI I I .147 FOR HOLE d I I CONCRETE OR CMU• i •� I DISTANCE, J W a —�F STANDARD OR ° I LOCATIONS I I SEE SEE TABLES _ OFFSET MULL a EDGE o -' Ul CLIP MAY BE I DISTANCE 1 ° FOR MASONRY 18-168 S FOR MASONRY W Q H S O INSTALLED BY d I II FOR WOOD/ a I I ANCHORS In M F THIS METHOD. ° SCREWS 4 ad f 1 SIDE VIEW Z c u) a L.260•MAXFOR H J ° ALL MULLIONS a d° ° EITHER THE -� O J d STANDARD OR (~J m g a 4 da OFFSET MULL ? p d 4a ° CLIPMAYBE .§ W d ° 4 EXTERIOR ° IHISMENSTALLEDBY ❑ rcZ a a d THISMETHOD. J EDGE Q FOR Z 4 d a d DISTANCE 4 ° Z r ° m Q C) Z C-4 O MASONRY a - � THEOFFSEf CLIPIS ANCHORS ° REC9MMENDED FOR g B EXTERIOR -.4 FIN-FRAMED fA " ❑ o WINDOWS,BUT MAY W ALSO BE USED FOR F OTHER FRAMETYPES. V Z Q U) Sy'O p zm0 b:0 TYP.ANCHOR TYP.AN a @� � TYP.ANCHOR PER SUBSTRATE, PER SUBSTRATE, ❑ �� PER SUBSTRATE, SEE TABLES 18.168 SEE TABLES 18-166 SEE TABLES IB-10B EDGE(ENO DISTANCE BUCKSTRIP SEE TABLES AND 1B-16B ATTACHMENT EMBEDMENT BUCKSTRIP •' '• BY OTHERS, AND EMBEDMEI M• •• SEE NOTE 1, ATTACHMENT SHFJT 1. • .I BY OTHERS, •• .. • SEENOTE 1, - • •• SHEET 1. •• •• MIN 2.7 KSI CONCRETE OR CMU ' PRODUCTREVISED SIDE VIEW FRONT VIEW m wraph/4 WA6 th0ladda DuRdlog COdc AcecFIBBco No .T FRONT VIEW �o FxpiSWj DB INSTALLATION NOTES: Miamibad*Product Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION 817E SHOWN ONLY. ECA SE THE ANCHOR CAPACITY SBASED PARTLY ON HEFANCHOR OTO CHORDISTANCE,CHE \�'�N�QNY LYN/�4 CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE . Q.,•'• UCENSF•., FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, *•' No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. = 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. O Sf5•;.��` 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED •:<ORIDI�,,•'' ELCO ULTRACON OR ELCO 1/4S.S.AGGREGATOR MASONRY ANCHORS. 1S "!(•/"• G A'L'Y�T'PI'Y'�L EF6.E. FL P.E.#58705 DETAIL E:DETA ® � L C: --I .126-MIN. MULLION TO MULLION *� MULLION DIRECTLIY ATTACHED TO INTERSECTION NOTES: L MASONRYSTRUCTURE MULLION (U-CLIP) z oo a °� ' 1)MAY BE INSTALLED IN'TEE"OR-CROSS' _ � o (STANDARD CLIP SHOWN) vaRlEs INTERSECTIONS. 2)MAY BE INSTALLED HORIZONTALLY ° ' (SHOWN)OR VERTICALLY. TYP.ANCHOR c^ i N EITHEI I I PER SUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 o m STANDARD OR I SEE TABLES 10 13B m OFFSET MULL I FOR CORRESPONDING MULLION. CLIP MAY BE I I j EDGE DISTANCE TOP VIEW MULLION Q H INSTALLED BY II LJ THIS METHOD. I I FOR MASONRY VA1ylEs�-�1 J W ANCHORS I = I I pit STEEL SCREWS, Z) SELF-DRILLING OR PRE-DRILL MULLION AND AND USE SMS LU p Q Im m o ♦— m MULLION I— Z O J EXTERIOR d° d EDGE DISTANCE THE OFFSET CLIP IS ` Z 2 V g FOR MASONRY m RECOMAfENDEO FOR ` ANCHORS d FIN-FRAMED LINTERSECTION a ° WINDOWS,BUT MAYU-CLIP N Z_i—o ALSO BE USED FOR .Q.I 8 e OTHER FRAME TYPES. EXTERIOR TYP.ANCHOR '4 Z z PER SUBSTRATE, d SEE TABLES 18.138 4 F z Na SEESHEET521-23FOR E-' )¢O a BUCKSTRIP PER SUN Y'SHOLES HOLE LOCATIONS Q) g r7 $ $ SEE TABLES 1B-138 w —4 AND FRONT VIEW EDGE BY OTHERST SEI TABLES U) SEE NOTE 1, 1B-13B () z Q 7 EMDEDMENi SHEET 1. -" Z �. e', " •• n •• •_, DEDGE ISTANCE �• mO r,O -~SEE TABLES SIDE VIEW - m� MIN 23 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO . STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP.ANCHOR o. PER SUBSTRATE, \ SEE TABLES 111.138 ODUCf RBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION °� `� SEESHEETS ® complying i0h the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR 3oildingCodc _lics CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THEHOLE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. LocATIonaeplmrco Nac�= S DateI 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \` A4ULLION i' flmrd ala P,odw Con!r• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 11111 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE ��`�pNY LYfWy ELCO ULTRACON OR ELCO I/4"S.S.AGGREGATOR MASONRYANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES `�QC��,•' 1.1GENS•?'/(! FRONT VIEW 18 GRAND COMPLIANT WITH THE FL BUILDING 18-138 F •.,FP CODE,A 2X WOOD BACKER MUST USED. �q - : ATTACHMENT BY OTHERS. N0,58705 •;)� EXTERIOR USE WOOD ANCHORSPECS SIDE VIEW — �: NOTES: — 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '0.A,c�'. 3T Tp s,' ANCHOR VALUES MAY BE USED. :\`ST F�ORIOP•,• �� S��N�L GNG 2 SEE CORRESPONDING MULLION TABLES, SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNNMIEI� P.E. FL P.E.#58705 D 3n v DETAIL F: DETAIL G: DETAIL H: '� FIELD-MODIFIED MULLION CLIP - ANGLE MULLION CLIP BAY MULLION IN IAT]ON I (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o ouo SEE DETAILS A4:, Fx x U SEE 90'OR 45' LL TO SPECIFIC SUBSTRATES. BAY MULL MULLION CN co 5 m 0 +/ 0 Z A V L to O I- O O O O O O O O j W O O TOP VIEW _ Z SIDE VIEW i W U o$ 0 SHOWNWTTH 1'X4•X.12E• TOP VIEW MULLIONITYP.ANCHOR I I I Z J EXTERIOR i I i / PERBSTRATE, U m C5 I I / SEE TABLES 15B orclaB Z =) $ I TYP.ANCHOR STANDARD MULLION CUP I I —PERSUBSTRATE, I I EXTERIOR ZorLZ MODIFIED TO FR FIELD I SEE TABLES 18-14B p CONDITIONS I I I I 2'X W ANGLE CLIP, F' Z Q m I I I I 2 PER MULLION END,MUST BE Z O Z ` O I I I I I INSTALLED INSIDE OF BAY MULL a D� MULLIONpO S� U) J O a TX6•X.125' N (n (n I I I I ANGLE CLIP. Z I I I I 2PERMULLIONEND, C_) — Q 0 Q O O I I I INSID O INSTALLED n' Z mco O 0 I I I INSIDE OF h1ULL. 1 I I, I ',,,__TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-14B ./� INTO WOOD, l� STEEL,ALUM INTO WOOD,STEEL, STANDARD CUP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTERIOR PRODUCT RBV SBD OFDGEOp"ok -®� `�� as comply Ing wryht&Florida oftBuildlua ODda SSS 01 © I ® INTOWOOD.STEEL, O AcatllfN>ICp _ ® ® ALUM,CMU OR MASONRY EDGE H DISTANCE Nimal ab Pmduct ConI%ol PER ANCHOR /1/111111(3j EDGE PER(ANCHOR NOTES FOR INSTALLATION OPTION G 8 H: \V y4'e O1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. :'• 1,ICENSF•.,ftp NOTES FOR INSTALLATION OPTIONS F: = h' No.513705 •'x 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125'MULLION. 2)DETAIL G:SEE TABLES 1B-14B FORANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 7 73- 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE = ATE 'S,:••• 3)THE 2X5CLIP ISNOT SUITABLE FOR THIS APPLICATION. - LOCATIONS. ��(C•'•.�<ORIDP,.•'•�\�� G ILEE��` A.LYNN}u�ILR.P.E. FL P.E.#58705 TABLE 1A on Mullion Capacity Table Iba#t2 x�x Opening Width(for veRlca%t sparvirgmullions)orOpening Height(for hori2nntallysparrirgmullions) WWWWo� 501n 601n 701n BO In. coin foola 1201n 110 M irA In 'I m= O Rectangular Treplidang. RW.nguIm TmprTdang. Rentangular TiapRdang. Roetoneulor Tmprildarg. R4cmngUar TropRdeno Roolenguiar Tmprrdang. RoctonguW Tmpridang. R.,Ungdar Treprtdeng. Recmngular TraplTdang. o N 1X2%.126 Loadra Loading Loading Loading Loading din Loading Londing Loading Loading Loading Loading Loadug Loading Loading Loading Loading Loading 6.= "s U Alum.Tube S F b k & P F F11�1`00 U F F F F b 04 Mullion a D ^ 5 $ SR" c9 t3 tY 6 dE t3 0 aE (i3lm421n 111.9 408 129.5 332 93.2 408 115.5 325 79.8 408 107.8481n 74.0 312 83.8 268 62.4 312 73.4 262 53.5 312 67.0 246 46.8 312 63.2 248 41.6 312 61.3 244 37.5 312 244 312 312 81.0 214 26.0 312 61.0 214 23.4 J12 91.0 244 _ °F 50.625 In 63.8 281 70.6 234 57.2 281 8f.5 228 15.8 281 55.7 221 J9.B 281 521 222 35.5 281 50.1 220 J1.9 281 19.3 219 28.6 281 19.3 218 22.8 281 19.3 219 20.0 281 49.3 219 LU o o 0 541. 52.9 247 51.5 207 43.9 247 49.8 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 20.3 24T 38.4 103 21.9 247 3&1 193 16.6 247 38.1 193 16.4 247 38.1 183 j C 60In 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 200 28.8 160 21.3 200 27.1 159 19.2 200 25.8 157 16.0 200 25.0 168 F- 63 J J 631n 37.1 iBf 35.7 165 27.8 101 30.3 152 23.7 181 2&B f4B 20.7 tel 245 f4B 18.4 181 718 IM 18.6 181 21.7 113 g m 2 2 661n 28.0 165 30.8 142 24.0 165 26.1 139 20.6 165 23.1 130 18.0 165 21.0 131W 72in 22.2 No 23.3 120 16.5 139 19.9 Ile 15.9 139 17.5 118 781n 16.9 125 10.7 IDS 15.7 125 18.8 107 J v �Z Q J 78 In 17.5 118 16.2 104 z J r Q N O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: F Z ro p Anchor Ca act Table Iba rA (V 1j C) ANCHOR CAP.,,,,,,,s, Substmlo: 23KCa1orolo 3.5kConc. Ihollo cmu Focd CMU PT Wood Dlelol (DP)X( )=ANCHOR CAP.,,, �- 5116'Elco 1/4'SS Eko 6I1a'Elco 1/4'SS Elco 610 S1W 012SIae1 pit Sted MULLION CAP.,,,,,,,,, W x Anchor Typo: 311V Elea Ultmcon 1/4'Eko Ullracm 3/16'Eka Uluacon ile Eko Ulnacm `-t Y AnchorClip Patterns utbocon A9BIeGolor Ugmcm Aggmcalor S-(G5)Scmw(G5) Semw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR X EdpO pslance(m): 1• 2-UC 1• 2-12' 3.118• 1- 242' 1' 2.12' 2' 3-11e' 2- 0.46' 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Emt>eMlenl Mk 1314' 1.'1/4' 1314' 1314' 7 1-1/4' 1-114' 1-114' WIV 1-1N' 1-1r4' Z' 13/8' 13/8' wdas ACTUAL PRESSURE REQUIREMENT FOR THE Q r Z O O 2Anonem@4.75.1.1m.0.0./fimndwd«onset Clip(Fig.1): 390 in 390 In 450 In 8901bt 1044 to. 270 In 280In 354 In 740 1b, 374 In 6641bs 946 In 3111bs 4421bs 560In OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors 1.15-Alin.O.Q I Standard(or Oftel)Cep(N.2): 480 In 700 in WA WA WA WA 380165 WA NIA WA WA WA 6821bs 885 1b. 1120 Ib. CAPACITY(FROM THE TABLE)OF THE SELECTED ?� mW m� 4Anchora@3'MIrt O.C./(21245Ang1oC6pa/(Fip.3): 7801bs 7B0IDs 680 on 1560lbs Me In MDlbs 5601bs WA 760In 748In 880105 1892166 6821bs 885 in 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Amiom®0.45'Fth O.C./U421p,Into.125'Alum.(FIg.4): WA WA WA WA WA WA WA WA WA WA WA WA N/A NIA 715 In CAPACITY WHICH MAY BE USED TO QUALIFY 1 AOchor/FLOP(Fig.8): 195166 195 in 225105 445166 822 1b 1351b9 140166 177ID5 3701m 187 in 3321bs 47310.5 170In 2211 leo 166 ADDITIONAL ANCHOR OPTIONS FROM THE 2AncDom Q 1.15'MN.O.C7 F{TID(Ffg.By 2401Dz 350 In NIA WA WA WA 100166 WA WA WA WA WA 341 lbs 4421b5 660 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RBVISf1D • • • • Rr mirylying nAh IDu FMda 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION.ON LOADING. Outldliw ode • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -� 1.000' r-- A4•��No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. TI - FIGURE3: I vltami Dade Produce Contrcl 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' vv 111 I I I I I ly FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. '125' �`•(�`ON• �7( 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �C�,.•' �10ENSF•.,�1cP �i FIGURE 4: FIGURE 5: FIGURE 0: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' I No.58705 ••* =_ ® THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(JO GAUGE).STRUCTURAL STEEL TO BEAT VX 2'X.125'MULLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. S A EEOfs OR �'�S��NAI EAG``• A.LYN�J1lrII�L�1R P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table IbaKe Fq Opening Width(far wr6caly-spanning MUlions)orOpening Height(for horl rilallyspenrUlg muIllons) 601n Bo in 701n 801n BO In t001n 1201n 1401n 16D In _�z� p Reclan0ular TrepRdare. RecUngular Trap'Tdang. Rectangular Tmrlldarg. Reclargular TraWrdang. Rectergular 7rap'Trlang. Rectangular Trap/Tdarg. Rectangular TrepRdarg. Rectangular TmpRaal�. Rectangular TrapRdan9 ^do 1 x 2 x.376 Loading loading Leading Loading Loading Loading Loading turtling Loading Lodrg. Loading Loading Loading Loading Loading Loading Lo ding Loading c 2 2 U AIum.7ube P F a Fd .. F F P .. aa,. �5.; ,. P Mullion g E g"' B. B tI_ B .9 S > N � � 6 § o ��m 421n 170.0 620 170.0 435 161.3 662 170.0 if .7 662 170,0 506 113.5 662 1696 618 1009 662 168.9 517 sea. 662 168.8 517 75.7 662 1689 617 64.9 662 166.8 517 66.7 661 188.9 517 _I 48 in 121.6 507 136.0 419 101.4 607 1192 .9 607 108.7 403 76.0 607 1028 399 67.6 607 99.6 397 60.8 607 99.0 396 60.7 507 93.0 398 43A 507 98.0 39B 380 607 99.0 396 lL pp N 50.625 In 103.7 458 1148 379 88.4 458 99.9 .1 456 90.b 384 64.8 45fi 84.6 360 678 458 91.3 357 51.8 456 80.0 356 43.2 458 60.0 358 37.0 456 90.0 358 324 466 60.0 368 5 541n 85.4 400 93.3 339 71.2 400 80.9 .0 409 727 322 53,4 490 67.3 318 41.5 400 84.0 316 427 490 623 314' 35.8 400 61.8 313 30.5 400 B1.8 313 28.7 400 61.(1 313 L11 p o { 60 in 623 324 86.9 278 51.8 324 57.6 5 324 61.2 284 38.9 324 46.9 260 34.8 324 43.9 267 31.1 324 420 255 28.0 324 40.6 257 222 324 40.5 253 19.6 324 40.5 253 (O J63In 53.8 204 57.4 262 44.8 294 40.2 4 294 416 241 33.9 294 39.8 237 26.9 294 37.1 234 28.9 294 35.2 232 224 294 33.5 230 19.2 294 33.4 230 16.8 294 33A 23068 In 488 266 49.6 230 39.0 268 424 .4 266 37.5 221 29.2 268 34.1 218 26.0 268 31.6 215 23.4 268 29.8 212 19.6 269 28.0 210 16.7 26B 27.7 209 14.6 268 27.7 209 Z U if 721n 36.0 225 37.9 1B6 30.0 226 322 .7 226 28A IN 725 216 25.6 185 210 225 23.5 182 180 215 221 180 15.0 225 20.3 177 .12.8 226 19.8 178 11.3 226 ,19.8 178 � U-1701n 30.8 202 32.0 177 25.520227.2 .9 202 23.9 170 19.2 202 21.5 167 17.0 292 19.7 165 15.3 202 16.4183 128 202 18.7 160 10.9 202 15.9158 9.6 291 15.8 158 pA781n 283 192 29.6 168 23.6 192 25.1 .2 192 220 162 17.7 192 19.7 169 15.7 192 18.1 157 14.2 182 16.8 155 11.8 7B2 15.2 162 10.1 192 14.4 150 8.9 192 14.2 160 ¢ J-1so In 16.5 144 19.0 128 184 144 16.1 Q Z 1- N O 961n 16.2 127 15.6 113 to 6 C3 45 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (A M- S ° Anchor CapacIrV Table jibs) ANCHORCAP.,K,,,,,, a 2 S2 Substrate: 27BConorele 3.5xGmo. Hollow CMU Filled CMU PT Wood N.elei (DP,.re)X( )=ANCHOR CAP.,,, 6111'El- 1!4'SS Elco WW Elco 114"SS Eko 610 Steel 612 Steel 1112 Steel MULLION OAP.,a,,,,.,E O X Q to AnchorCllpPaNerne 3/i6'ElwUllracon 1/4'ElooUlVacon18`ElwUttracon1/4'ElmUlbacanUliracon ABgraGata Ul9econ AggreGetor Screw(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THEANCHOR 1' 2-112' 1' 2-I12' 3.118• 1' 2.1x2' 1' 2-f@' 2' 3-118• 2' 9.46' 0.54' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 13'4' 1.3/4' 1-314' 1-314- 2" t-114' 1-114" 1.1/4' 1.114' 1414" 1-114- 2• I-We, 1318' ACTUAL PRESSURE REQUIREMENT FOR THE2 AIwMm®4.75'Min.O.C.lSIeMaN or O,Tset qlD(Flg.t): 3901bs3801ba 4501bs 890Ibs 18441bs M[ba 354 lbs 7401bs 376Ibs 66d IDs 9481bs 3111Ds 44216s 560IDs OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE OF THE SELECTED 4 AnOlwra[a 1.16•A1In.O.C./Sfendafd(or O4aet)Clip(Fig.2): a801bs 700 ibs WA WA NIA WA NIA WA WA WA 6821bs BBS lbs 11201bs ( )4 Anchors®W Min,O,C.1(2)2(6 Anglo pips I(Fig.3): 7W bs 780 lbs 680 lbs 15601Ds 16981bs WA 760 One 746lbs 680lb3 1892lbs 6821bs 8851bs 1120Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AMhora C 0.45'Atlm O.C./UCllp•Inlo.125•Alum.(Fig.4): WA WA WA WA WA WA NIA WA WA WA WA WA 115lbCAPACITY WHICH MAY BE USED TO QUALIFY t Amha/FQip(Fig.S): IBS lbs i951bs 2251bs 4451bs 8221bs 1771bs 3701Ds 1871Ds 3321Ds 4731Ds 1701Ds 22110s 280 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2AnOhae@1.16"Mln.O.C./FCllp(Fig.6): 240 lbs 350It WA WA NIA WA' NIA WA WA WA 341 as 4421hs 66010s ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT REVISED FIGURE 1: FIGURE 2: TABLE NOTES: BuildlaaTy�1W the Nlorl 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. A-pilmw No '"rte' • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ---� 1.000' apiz. BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. AiaM ado Pr ucl C9n11oI -7 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 000"2. \111 111! • � • . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \��ONV LYNN ///�i FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I •' ' ANGLE CLIP MUST BE USED IN PAIRS. fl___ `�\�� \CENSE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED [1.L375' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED = No.58705 ' FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.125' 1•X2'X.375'MULLION ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT _- �IrI�� LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND f �� IS ;• THE MATERIAL.010&012 ANCHORS INTO WOOD MAY BE STEEL,18.8 5.5.OR 410 S.S. - 1ATE s � SO NAI. A.LYNN MIL'129R,P.E. FL P.E,#58705 TABLE 3A ®On Mullion Capacity Table(Ibslfe) � s Opening Width(for ver8mly-spandng mullions)or Opening Helght(for horizontally-sparring m111lons) $ � o 501n 601. 701n 801n 90In 1001n 1201n 1401n 1601n y31 Rectangular TroplTddrg. ReclergWar TrepRdong. Reofangular Treplidang. RcetangWar Trep7Tdang. Reclengl1. Trap/rdang, Recff or Traplafang. Rectangular Trap/Tdang. Rectangular Trap/TOng. Rectangular Tmp/Td.0. �y e � 1%2.76X Loadalg Loading Loodng Loading Loafing Loading Loodog Loading Loadig Loading Loading Loading Loading Loadng Lwdng Loodng Loafing Loafing oZ Y .376A1um. 2 Tube ., '�„ Fd.. ,. •� •a,. J41 ,. �e 'del. rs,. ... Mullion R 9� � �a � h 919 �� A� ! 9� 1 a8 1E E E 8E10 a� td s d �� dddrc da d �� didd dz ON � U421. 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868170.0We170.0992170.0 519 170.0 1118 170.0 521 170.0 521 148.7 Met 170.0 521 127.5 1301 170.0 521 111.6 1301 170,0 621 48In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 170.0 660 113.9 1139 170.0 6110 97.6 1139 170.0 680 85.4 1139 170.0 680 -iW60.6251n 170.0 747 170.0 563 170,0 896 170.0 831 167.11 1032 170.0 684 148.8 1032 170.0 723 130.5 1032 170.0 747. 170.0 758 67.0 1032 170.0 758 83.8 1032 170.0 756 73.4 1032 170.0 756 0 7 a 64 in 170.0 797 170.0 612 161.3 907 170.0 691 1362 907 184.7 730 120.9 907 1525 720 107.5 907 145.0 714 96.6 007 141.1 710 80.6 907 140.0 709 .69.1 907 140.0 709 60.5 007 140.0 709 m O O M 601n 141.1 735 151.5 625 117.6 735 130.3 611 100.6 735 118.0 599 86,2 735 106.2 590 78.4 735 99.5 563 70.6 735 95.1 578 58.8 735 91.8 574 60.4 735 91.8 574 44.1 735 91.6 574 ( J 631n 121.9 666 130.0 570 101.6 660 111.5 567 87.0 666 96.0 547 76.2 668 90.1 538 67.7 666 83.9 631 60.9, 666 79.8 528 50.8 666 75.8 521 43.5 666 76.6 521 38.1 666 75.6 521 j 66 in 108.0 607 112A 522 88.3 607 06.1 511 75.7 607 85.0 601 60.2 607 77.1 493 58.9 607 71.5 486 53.0 607 67.6 481 44.2 607 63.4 476 37.9 607 62.7 474 33.1 007 02.7 474 Z W J4 721n 81.6 510 85.8 443 66.0 510 73.0 434 68.3 10 64.3 426 51.0 510 67.9 419 45.4 510 63.3 413 40.8 .510 50.0 408 34.0 510 45.9 402 29.2 510 44.4 399 25.5 510 44.3 399 � to 761n 69.4 458 725 400 67.8 458 61.7 392 49.6 458 54.1 385 43.4 456 46.6 376 36.6 458 44.6 373 34.7 468 41.8 366 28.9 456 37.7 362 24.8 468 36.0 359 21.7 458 35.7 356 J a g Q V 781n 642 435 67.0 381F2-O. 435 66.8 373 45.8 435 49.6 360 40.1 435 44.7 360 35.7 435 40.9 355 32,1 435 38.1 351 26.6 435 34A 344 22.9 435 32.6 341 20.1 435 32.2 340 I•-, � � r 901n 41.8 327 43.1 280 327 35.4 285 29.9 327 31.8 280 26.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 206 17,4 327 21.0 262 14.9. 327 19.3 258 Q n Z N O 96 In 34A 267 35.4 257 287 29.9 252 24,6 267 26.0 248 21.5 287 23.1 244 19.1 267 20.9 240 17.2 267 19.3 237 14.4 287 16.9 232 M•• w.O 00 m� 1081n 24.2 227 24.7 205 227 20.8 201 17.3 227 18,0 -I98 15.1 227 18.0 195x H o B 1111n 223 215 22.7 104 215 19.1 191 15.9 215 16.6 fee � N (Y 1201n 17.6 184 17.9 187 Q TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: aex Z 0O Anchor Ca acil Table Ibs ANCHORCAP.,,„,, E _�v m0 s.0 SUDslrola: 2.7k concrete 3.5k Co. HollowCA1U Fnedcaw Pr wood Metal (DP..) )=ANCHOR CAP.- O-'mlY 5118'Eko 1/4'SS Eko S/i6'Elco 114'9s Eko B10 gleet 912 Steel 812 91661 MULLION Anchor Clip Patterns Anchor Typo: 3/16'Eko UlOacon tl4'Eko Ultrecon U,,rww 3116'EfooH3801bs 1/4"Elco Ullfacm AggmGolor Ugmcon ApgreGator Screw(GS)screw(G5) sm-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Ed90 IXetanca(k): 1' 2-112• 1- 2.12' 3-118• 1' 1' 24W 2- 3-118• Z. 0.40' O.SP 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment pn): 1314' 1.3/4' 1-314' 1-314' T 1-114' 1-1/4' t-114' WAN 1-1/4' 2' 1316' 1.318' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom @ 4.75'Min.O.C.I Slandard or Offset alp(Fig.1f 3901w 390 lbs 4501bs 890 11N 16441w 270 IN 3541bs 7401w 374 IN 6641w 946lbs 3411bs 442IN 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchom @ 1.15'Min.O.C./Slandord(or05sel)Cep(Fig.2): 480 lbs 700 IN WA WA WA WA WA WA WA WA WA 8821w 8851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchwo@3'Min.O.C.1(2)215 Angle Gips I(Fig.3): 78010.5 760lbs 6801bs 15601w 18961w 540Iw WA 7601bs 7481bs 8601w 16921bs 682Iw a651bs 11201w MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchors @ 0.45'Min.O.C.I UQlp,in10.125Aldm.(Fig.4): WA WA WA WAWAWA WA WA WA WA WAwA N/A 715IN CAPACITY WHICH MAY BE USED TO QUALIFY Aneimi F•Csp(Fig.57 1951w tss Ibs 2251w 4451bs 822 Ibs 1361w 1771w 3701bs 1871w 332ks 4131w iia Iw 221 IDs leg Iw ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anohom @ 1:16'MIn.O,CJ FC11p(Fig.O): 2401w 350 ks WA NIA WA WA WA WA WA WA WA 341 IDs 4421bs 500 ks ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUGTRBVisHD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. comptying xidl th6 Plodda u0d11184' �} cocpDlruwT20-.J. FIGURE I: FIGURE 2: DID TABLE NOTES: � --I 1.000' f-- ' A ® ® • ® � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. dight ado Product Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1 I I I I 1 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .r,�0••' ((�ice' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2,750' ��,,• �)CENg(--'•., ,p ® ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 •�� 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 FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '375' �`�� f�-`�'S •; YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' Q •_ S'ATE OF iTHICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'%2.75'X.376'MULLION ��'•,FLORID?.•' 0 Q ® LEAST.125'THICK AND 436.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND ''i�SiS/ "••" �C1�• ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. l rr ANAL 1,� A.LYNNrMILL Ef},P.E. FL P.E,#58705 I ' TABLE 4A kw A Mullion Capacity Table Ibe/R2) R7, Ykrt -- - Opening Width(for%eNralVsparringmtllions)or Op lining Height(for hori7nnlalyspamlrgmillions) g'It-C a 501n 601n 70 In 80 In 0I f001n 1201n 1401n 160 In O 0 Reclengulor Traplidalg. ReclengWar TrepRdang. Rectangular hapRdong. Reclen6Jer TrepTdang. Reclanpalar TrepRdang. RoclangJer Trep/rdan9• Raclanguler TreplTdeng. Roclongular TrepRdeng. Rectengaler TrapTdang. 4 1X2.76X Loaho Leadng Loadng Loading Loading Load ng Loading Loading Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading no yr 2 .860 Alum. _ r rp' Aa Tubo a Mullions 3 X B g B N g, u v u u u 23 ue u cel u u 3` u ua o c3 c��• u tiv c� tt` _ �i` i5 �` u u chi u uo 'F- g" tr � g a_ trptrX_ trµ. s� do: d` �a s� 8rc �. d s�. s� ¢ ��. �o O F�- 42In 170,0 820 170,0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 902 170.0 518 170.0 1118 170.0 521 170,0 1240 170.0 521 170.0 1488 170.0 521 158.7 1820 170.0 521 138.8 1820 170.0 521 J W 48 In 170.0 706 170.0 524 170.0 050 170.0 584 170.0 902 170.0 030 170.0 1133 170.0 081 170.0 1275 170.0 077 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 6110 100.3 1417 170.0 680 _ 50.625 In 170.0 747 170.0 563 170.0 888 170.0 631 170.0 1048 170.0 684 170,0 1185 170.0 723 162.6 1286 170.0 747 146.3 1288 170.0 758 121.8 1286 170.0 756 lO4.5 1286 170.0 768 91.4 1288 170,0 750 W O O 64 In 170.0 797 170.0 612 170.0 SW 170.0 691 170.0 1118 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 837 120.6 1130 170.0 656 100.5 1130 170.0 661 60.1 1130 170.0 661 75.3 1130 170.0 861 � F- 00 BO N 170.0 885 170,0 701 148.5 015 102.3 781 125.5 015 144.5 748 108.8 015 132.3 735 97.6 915 123.9 728 87.9 915 118.5 720 73.2 015 114.4 715 618 015 114.4 715 54.0 615 114.4 715 F•' J 031n 151.8 830 181.9 710 120.5 830 138.8 694 108.5 830 123.2 601 91.0 870 112.2 870 84A 830 104.8 662 75.0 030 88.4 656 03.3 830 94.5 649 54.2 830 84.1 648 47.4 830 84.1 819 (� 7 88N 132.1 767 140.0 050 110.0 757 110.8 838 01LLI C; .3 757 105.0 624 82,5 757 98.1 814 73.4 757 89.1 600 60.0 757 84.2 600 55.0 757 70.0 593 47.2 757 78.2 591 41.3 757 78.2 591 Z D,L, c 721n 101.7 630 108.8 552 64.6 038 01.0 540 72.7 838 80.1 530 83.8 836 72.2 521 58.5 830 86.5 514 50.8 838 62.J SOB 42,4 636 57.2 600 38.3 636 55.3 487 31.8 038 55.2 487 J , J J o rcZ 781n 86.5 571 00.{ 498 72.1 571 768 486 8. 571 67A 470 54.1 571 60.6 471 48.0 571 55.5 484 43.2 571 51.8 469 38.0 571 47.0 451 30.0 571 44.8 447 27.0 571 44.5 446 Q cam-• T 781n 80.0 542 83.4 474 68.7 542 70.8 465 57.1 542 02.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.8 542 40.8 425 25.0 542 40.1 423 h Q N O Z p 901. 52.1 407 63.7 381 43A 407 45.4 355 37.2 407 38.8 349 32.5 407 35.3 343 28.8 407 32.1 338 28.0 407 28.6 334 21.7 407 26.1 327 18.6 407 24.1 322 18.3 407 23.0 318 Z o 081n 42.9 358 44.1 320 35.8 358 37.2 314 30.7 356 32.4 300 28.6 358 28.8 304 23.8 356 28.1 300 21.5 358 24.0 208 17.8 358 21.0 288 15.3 358 10.2 284 fn x� �O B` 1081n 30,1 283 30.8 255 25.1 283 25.9 251 21.5 283 225 247 18.8 283 18.0 244 16.7 283 18.0 240 15.1 263 16.5 237 W n 1111n 27.8 267 26.3 242 23,1 267 23.8 238 10.6 267 20.8 235 17.3 287 18.3 231 15.4 267 10.5 228 fV 1201n 22.0 220 223 209 143 210 18.8 205 15.7 220 16.2 202 U X Q O 0 1�1 TABLE 413 CAPACITY ADJUSTMENT FORMULA: o s0AnchorCa ad Tablelbs ANCHORCAP.,,n,,,, m,Subslrale: 2.7KConcroto 3.6kCona. lfollaNCMU FlIIedCAfU PT Wood Metal (DPu)X( °) ANCHOR CAP.- .� F16-44W Elko 1/4'SS Eko 5116'Elco 114'SS Eko C10 Steel 812 Steel N12 Sled MULLION CAP.,,oa,,,, Anchor Clip Patterns Anchorrype: 3116'Elco Ultracon 114'Eko Uivaem 3'16•Elco Uluecen 1/4'Eko Uivacon AggmG9for Ultra"n AggreGator Som(05)Screw(G5) Serm(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Diataneo(n): 1' 2.12' 1' 2-12' 1' 2-17 1' 2.12' 17481ba 3418' 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment O.Y. 1-314' 1.314' 1414' I-X1-114' 1414' 1-114' 1-114' 1-114' 2' 1718' 1416' wdo, ACTUAL PRESSURE REQUIREMENT FOR THE 2Awhom®4,754 Mtn.0.0.I Standard"Offset Up(Fig.tY 390 lbs 390 lbs 450 lbs 690 lea 270 lbs 260lbs 354 lbs 740lb, 66410. 046lbs 341 ICs 4421Ds 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4A%hols g 1.15'MN.O.C./Standard("O6ae1)Op(Fig.2): 48D lbs 700lbs WA WA WA 380lb. WA WAWA WA 062 lbs 6851 112010. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchorsa 3'MIn.0.0.1(2)2x5 Angle gips/(Fig.3): 78010. 780 lb. 680103 1560lbs 540lbs 560lbs WA 760lbs 860lbs 189210. 662 lbs ees 0.s 11zD IDs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Am;1 @0.45'MIn.O.0.1U-CBp,N1o.125'Alum.(Fig.4Y WAWA WA WA WA WA WA WAWA WA WA 715lbs CAPACITY WHICH MAY 8E US ED TO QUALIFY 1 Anchor/F-Clip(Fig.6): 195lbs 19511,1 22510. 445 Ios 135 Ibs 1401ba 177lbs 3701bs3321ba 473lbs 1701bs 221 ibs 280lbADDITIONAL ANCHOR OPTIONS FROM 7HE 2Awhore®1.15'h1In.O.CJF-aip(Fia•6): 240lbs 350lbs WA WA WA WA Igolos WA WAWA WA 341 Ihs 4421bs 560lbs ANCHOR CAPACITY TABLE. RODUCIrRBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, cemPlYing whb the Plorid. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ugdW()o& ceeptmco No FIGURE 1: FIGURE 2: TABLE NOTES: I on Oto 1.000' • 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. /Jam) ado fNoduct Calliol \11(tllllll1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `� rf/( FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Pa��''•L,10ENg �F • O • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. =y,{,1• '•, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ND.58705 ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' I CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 1ZR 4 S-1. 11/ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF.125 O S ATE Ololl 4/ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT % T F '•`�� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76'X.660'MULLION :C� '••��...P'' G� e e THE MATERIAL.810&812 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MS'S/ E� �/,,�NA1- G 414,x• A.LYNN N�ILLER,P.E. FL P.E.B 58705 TABLE 5A ® N�a u Mullion Ca ao Tahle 16.11112 Opening Width(forveNcaly-sperrllg mU lons)or Opening Height(for horizorllally spam mUlions) W m a 501. 601. 701. 60f. 90In 1001n 1201n 1101. Iso In B Reclangllar haprTdnng. RecUmoul r TrapTdarlg. Rmlanf;Ow MwTdnng. Reclangder TmpTdang. Rectangular TrepTdana. Rectangular Trap?dang. Reotengular maprTdang. Recd A r Traprrdarg. Rectangular TrapTi ng. Co 1"x3.126"X Loafing Loedng Loaane Loedng Load'g Loadrg Loadng Loafing Loafing -Loadng Loafing Loafing Loading Loedng Loafing Loafing Loafing Loafing sY x .600"Alum a a r p Tubo Mull a,. a „ a a.. a.. ,. aF a ,. a.. a.. a .. a.. a .ok� $� k� s� k €� �� s = k. Z O 42N 170.0 820 170.0 /35 170.0 744 170,0 478 170.0 888 170.0 500 170.0 992 170.0 SIB 170.0 1116 170.01 521 170.0 1210 170.0 1 521 .170.01 1488 170.0 1 521 170.0 1735 170.0 521 154A 1802 170.0 521 .J w 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 OR 170.0.630 170.0 1133 170,0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 157.7 1577 170.0 680 135.1 1577 170.0 680 116.2 1571 170.0 690 a N 50.625 In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1048 170,0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 1413 1185 170.0 750 121.5 1495 170.0 758 100.3 1495 170.0 756 �� O 641n 170.0 707 170.0 612 170,0 958 170.0 891 170.0 1116 170.0 764 170.0 1275 170.0 803 180.1 1101 170.0 837 149.5 14ol 170.0 858 124.8 1401 170.0 881 108.8 1401 170.0 881 93A 1401 170.0 681 d7 c) E- M 60 In 170.0 885 170.0 701 1700 1001 170.0 797 158.5 1158 170.0 876 138.7 1156 167.0 028 123.3 1158 168.5 017 111.0 1156 149.7 910 92.5 1156 144.5 903 70.3 1158 144.5 803 88.4 1158 111.5 903 J rste�. 63 In 170.0 930 170.0 745 168,0 1D40 170.0 650 137.0 1049 155.5 860 110.8 1049 141.7 848 108.5 1049 132.0 838 95.0 1049 125.5 820 79.9 1049 119.3 820 68.5 1048 118.8 810 S9.B 1018 118.8 810 Z U F9 66N 168.8 855 170.0 780 139.0 055 151.3 804 119.1 955 133.7 766 1042 855 121,4 775 82.6 855 IVA 785 83.4 855 106.4 757 68.5 055 89.8 749 69.0 055 98.7 746 521 055 08.7 748 1EL L1 $ e W 721. t26S 807 U4.9 897 107.0 803 114.9 082 91.8 603 101.1 670 60.3 603 91.2 058 71.4 603 03.9 049 042 803 78.8 642 53.5 803 722 632 45.8 80J 69.6 828 40.1 803 68.7 827 j U) mZ 78N 1092 721 111.1 628 81.0 721 87.0 818 78.0 721 85.1 605 68.3 721 78.5 595 80.7 721 70.1 588 54.8 721 85.{ 578 45.5 721 59.4 588 39.0 721 56.8 584 34.1 721 58.1 583 Q 888 { 76 In 101.0 684 105.4 599 84.2 884 09.4 567 72.2ff2,l 76 03.1 681 70A 567 68.1 084 8{A 5% 50.5 684 58.9 551 42.1 664 64.1 541 38.1 684 51.3 536 31.8 661 50.6 534 z Z Lo Z - o Z N r BO In 85.8 514 67.0 458 $1.6 514 57.3 148 47.0D 41.1 514 44.0 433 38.5 511 10.5 427 329 514 37.3 421 27A 614 33.0 412 23.5 511 30.4 408 20.6 514 28.0 403 �.�., § N O 061. 54.2 452 55.7 404 45.2 152 47.0 396 36,790 33.9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22,8 452 28.8 305 18.4 452 24.2 359 16.0 452 226 355 S o fOBN 38.1 357 38.9 322 31.7 357 .32.7 317 27.212 21.8 357 25.2 JOB 21.1 J57 22.7 303 18,0 357 20.8 280 15.9 357 16.0 203 13.8 357 16.2 287 11.9 357 15.0 2143 W N Y Y 1111. 35.7 330 35.8 308 28.2 3J8 30.1 301 25.0290 21.0 338 23.1 282 18.5 336 20.6 288 17.6 338 IB.O 284 14.0 338 18.5 278 12.5 336 14.8 273 11.0 338 13.8 268 1h U 1201. 289 282 28.7 23.1 209 23.7 259 19.6256 17.J 288 18.1 252 15.4 280 78.3 248 13.0 289 14.8 248 11.8 289 12.8 240 9.9 288 11.4 238 8.7 280 10.4 232 U X <- 21.7 O a c Z (j) U) TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: g m o m� AnchorCe act Table lbs ANCHORCAP.,,�„�, Sumtrale: WkOoncpte 3.6K Cane. Hrsms'CfJU FNedCMU PT\Vmd nidal (DP..) )=ANCHOR CAP.- FAG.Elco 1/d'SS Eko filth•ECO 114•SS EICO 01D Sled 01251ee1 012 Steel MULLION CAP.,,x,,,.,, AnehorCllp Potteme gncnrr type. WIG'Elea ultrdeon 114'Fxounmcon UNacan 3116Elco Unum v4•Ekounmcon AggrOGalor unracan AgglsOator Scrm(G5)Scnw(G5) Scrm(G5) USE THIS FORMULATO OBTAIN THE"ANCHOR Edge Distance gn) 1, z-ur 1^ 2a1z ava' i• 2•vz• r 2-vr z 3.116• 2' 0.48" 0.54' 0.324- CAPACITY REQUIRED"CORRESPONDING TO AN Embednenl n' 13/4' 13'4' 1314' 13'4' 2• 1-v4• 1.114' 1-1/4• 1-v4' 1.114' 1-vm z ears' tare' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Antrors @ 4.75^MIn.O.C./SlaMaa a Oriel CUP(Rg.4 390 IDs 39D Its 4501Ds 890 its 1644145 270= 280 IDS 354 W 74010s 374 IDs 661 lbs 946 lbs 3411Ds 442 IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 1.1516110 O.C.I Slmdsl0(Or Of&t)CUP(Rg 2) 48010s 700 IDS IMA ILIA NIA IItA 30]IDS R!A ILIA IIIA ILIA ILIA 6521De 885 it. 11231bs CAPACITY(FROM THE TABLE)OF THE SELECTED dArctnrs Q3'I,lln.O.C.I(2)2(5AM18 CUPS l fflg 31 780 lbs 7801Ds 680 ms 15m IDs 16G6 IDs 64010s 5m lbs IIIA 760lbs 748 Ib 60]106 7692 Its 6821bs 805118 112IDs MULLION.IT.WILL YIELD A MINIMUM ANCHOR 3Ancmrs 0,45'A1N.O,C.lUC6p,N1D.12S Alum.(Fig 4) IIIA ILIA NrA IUA WA NIA ILIA N/A ILIA 11/A ILIA ILIA N/A ILIA 1073 fen CAPACITY WHICH MAYBE USED TO QUALIFY 1 Ancrarl FCUp(Fig.6} IBS IDs 18510; 2251Ds 445!as 8221W 1351Ds 1401bs IT71Ds WNW 1871Ds 3.•+216.1 V3[as n01Ds 221 Im 2ao Ia; ADD)TIONALANCHOR OPTIONS FROM THE 2 Mdnrs@1.15•LIIn O.CI FLU (Flg 6)• 2W IDs 3m lDs HIA ILIA NIA t1lA tm lbs IIIA ILIA ILIA IUA IUq 3411Ds 442109 fb010s ANCHOR CAPACITY TABLE. RODUCfRBV338D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. v-aaPlying with the Florida I-1.000'-IoecptlglwNo - '�'�w,,�FQ,, FIGURE I: FIGURE2: TABLE NOTES: IN(Ion.Datc ��i� ®- ® 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ( ado Produce Control- ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. - \\\1{Illlll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3126' `��\�ONV ••,• ,yj(�'�,,,� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. :•' \CENSe FIGURE 3 F,Q - ® • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. = >> No.58705 'r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -_ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATED )3 •, vU7-5-'--A1-f FIGURE 4: FIGURE5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' Q STATE OF C/� 1'X 3.126'X.5'MULLION %N THICK.STEEL STUDS TO BEAMINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT •FCORIOa••' \� ® LEAST.125"THICK AND A36.ALLANCHORS INTO METALSHALL EXTENDAT LEAST 3SCREW THREADS BEYOND (1"VFMULLION) i ......... ® THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. l�i S10NA)- A.LYWrlvllLllt�,P.E. FL P.E.#68705 TABLE 6A • � Mullion Capacity Tablejibstle) EOpening Width(for verficellyspanning mullions)or Opening Height(forhodrnnts*sparri g mdllons) _ - - - X,,501n 60In 701n 80In 901n f001n 1201n 110 in 1601n �14 p Rectangular 7tap'Tdane. Rectangular TrepfTft Rectangular TreplTil Raclaneclor Traprrdang. Rotengular Tiigrdang. Rol der Trap'Tdon9. Rot engular TWIldang. Rot TieplTdeng. Reelenguler Trep1rdenIt. 1 x4x.126 Loafing Loadng Loadng Loadng Loafing Loading Laadne Loafing LoadN9 Loafing Loafing Loafing Loading Loafing Loafing Loadne Loafing Loafing gi g LWi AIUM Tube LO Mullion �� h� � �� _ 11.9 11. € s Is lid Of z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 068 170.0 We 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 .170.0 521 170.0 1468 170.0 521 145.6 1489 170.0 521 127.6 1489 170.0 521 J LU 40In 170.0 708 170.0 524 170.0 650 170.0 604 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 168.3 1303 '170.0 660 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 680 �m 0) 60.625In 170.0 747 170.0 563 170.0 698 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 166.1 1235 170.0 T47 140.5 1235 170.0 766 117.1 1235 170.0 756 100,1 1235 170.0 766 87.8 1235 170.0 756 2 -3'� 64 In 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 754 154.4 1156 170.0 603 137.2 1150 170.0 037 123.5 1158 170.0 868 1029 1158 170.0 861 88.2 1166 170.0 861 77.2 1166 170.0 681 m O O (>7 60 in 170.0 895 170.0 701 166.7 1042 170.0 707 142.9 1042 161.1 632 125.1 1042 146.7 815 111.2 1042 136.8 601 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 7112 62.5 1042 125,1 782 1 J J &71n 170.0 930 170.0 745 151.2 992 183.8 816 129.8 992 144.1 799 113.4 892 131.0 702 100.8 892 121.4 788 80.7 092 114.8 768 75.8 992 1118,4 745 64.8 982 108.0 744 66.7 992 108.0 744 66 In 165.4 B47 170.0 789 137.6 047 146.0 766 118,1 047 130.3 76B 103.4 947 117,7 752 91.9 947 108,7 738 027 947 102.2 727 68.9 947 95.1 7t3 69.1 947 94.0 711 51.7 947 04.0 711 Z 2� j 721. 133.9 849 1127 737 1131 849 121.6 722 97.0 819 108.8 708 84.9 849 98.4 698 75.5 849 68,7 686 67.9 849 827 �075 56.8 840 75.3 659 48.5 640 726 652 42.5 849 72,1 651 � W•� �W 761n 116.5 762 120.7 665 96.3 762 102.6 652 82.6 762 90.0 610 72.2 762 80.9 620 64.2 762 74.2 620 67.8 762 69.2 613 48.1 762 62.0 602 11.3 762 59.9 597 38.1 762 59.1 595 J iL rcZ 781n 106,9 724 111.4 634 69.0 724 94.6 621 76,3 724 82.9 609 66.8 724 74.4 699 59.4 724 68.1 591 53.4 724 63.4 583 44.5 724 57.3 573 36.2 724 54.3 567 33.4 724 63.5 565 F J a7-- V 00 In 69.0 543 71.0 483 68,0 543 60.7 474 19.7 543 62.8 466 43.5 543 47.1 458 38.6 543 42.0 452 34.8 643 39.6 446 29.0 543 34.9 436 24.8 643 321 430 21.7 643 30.7 426 O ¢ N O Q Z 96 In 67.3 476 68.9 427 47.8 478 49,7 419 40.9 478 43.2 412 35.6 478 38.5 406 31.8 478 34.0 400 28.7 478 32.0 395 23.9 478 28.1 380 20,6 478 25.6 380 17.9 478 241 376 (n N 10111. 40.3 377 11.1 341 33.5 377 34.6 335 28.6 377 30.0 330 25.2 377 26.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 121 304 s- So o� III In 37.1 357 37.8 323 30.9 357 31.8 318 26.5 357 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 357 17.4 294 LU X 1201n 29.3 306 29.8 270 24.5 306 25.1 274 21.0 306 21.7 270 18.3 306 19.2 287 18.3 306 17.3 261 VX Q }) 144 in 17.0 212 17.2 186 Q„ O O D. Z :N r!) TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: a Sm0 s.0 Anchor Capacity Table Lbs ( 3ubelrele: 2.TR Concrete 3or Cap Hollw CMU Flied CMU PT Wood Metal (DP)X\ANCHOR CAP.*,-_)=ANCHOR CAP... 5'18'Eko lbr SS Elco 5118'Elco 114'SS Eko 010 Steel 612 Steel g1261ee1 MULLION Anchor Clip Patterns Anchor Type. 3I16'Eko UlOacon 1p'Eko UIUfleM Mori 3i16'EIco UlBacon if4'Eko Ullracan AggreOelor Ultrecon AggreGator Sumw(G51 Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(Inr t• 2-112' 1- 2-tr2• 3-116' 1' 2-12• V 2.1rz' 2' 3.118' 2' 0.48• 0.54' o.3z4• CAPACITY REQUIRED"'CORRESPONDING TO AN Embedment(InJ: 1-14' 1.314' 1-14' 1-14' r 1-1 A' 1-1/4• 1-1/4' 1.1/4• 1-1/4' 1-1r4' 2- I-Wir 1x18• cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.76•Mi..O.C.I Standard Woihol Clip(FII;.1&2): 390 lb, 39D lbs 450 lbs 890lbs 16441bs 2701bs 260109 35416s 7401bs 374 Ibe 664 ft 946 IM 3411bs 442 ft 56o lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Awtim®2.25'MN.0.0.1 S1an0aid(orOffsel)Up(Fig.3} 700 ft 7001bs 560 ft 1410IM 952 lb. WA 5601bs WA 030 lb. WA UO lbs WA 682 lb. 885 lbs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED -- BAnchm @ 1.15'I,Iln.O.C.I Standud(orOMet)COp(Flg.47 9601bs 140016s WA WA WA WA 760Ibs WA WA WA WA WA 1383 @s 17701bs 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anclnrs®TMin O.C.I(2)2x5Angle Clips I(Fig.S): 780 lbs 780 lbs 680 lbs 16601bs 18BBIbs 540 lbs 5601bs WA 7601bs 748 lbs 880 ft 1892 1w 662 ft 085 IM 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY SAndwe®3•Min.O.C.r(2)2x5AWle Clips/(Fig.6): 1170 lbs 1170lbs 1020lbs 234D Ibs 28441bs 6101bs 840 lbs NfA 1140Ite 11221bs 13201bs 2030Ibs M2 Ib 1327 lb, 1tt801bs ADDITIONAL ANCHOR OPTIONS FROM THE 4Awhom ti20,4569n.o.C./U421p,Into.125'Alum.(Fig.7): WA WA WA WA NIA WA NIA NIA WA WA WA WA WA NIA 1430 ks ANCHOR CAPACITY TABLE, PRODUCTRHVISED 2Anchors@2.25'Mtn.O.CI F-alp(Fig.8J: 350 Ib. 35010s 200 lbs 7051bs 4Te lbs WA 2801bs WA 315109 WA 440lbs WA 341 lbs 4421ba 560 ft u�mPIYNO Florida 4 Anchors®1.15'Mln.O.C]F42ip(Fig.9): 4801bs 7001bs WA WA WA WA 3110Ibs WA WA WA WA WA 6821bs 8851he 11201bs BondlaBCbK. - 2) nn A ' co .V2 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - 1.000' r-- TABLE NOTES: Al I adoadoP of FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: • • • • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE t1l 11 I I I 1 p fl • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i �(3. ........ flee • • • LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��,.•'•1}CENge '•,'D 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4.000" No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW : = FIGURES: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED t AT '•�� 5 1.47E <(/ • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW •126' %�'� F(ORIOP••' ��.` SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.125'THICK.STEEL LS/'•••NA�• 1\G� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LFAST.125'THICK � ///S/O 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.#10& 1'X 4'X.126• /1 1 41 #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYN1J I.#58 0 P.E. FL P.E.#50705 TABLE 7A an n Mullion Capacity Table Ibsfft2 Opening Width(for vertically-spaming mullions)or Opening Haight(for hodgordally-sparuling mullions) 60 In 601. 701n 6o In 001n 1001. 1201n - 1401. 160 in ¢i p 1 x4x.375 Rtclangular RapRdeng• Reclangder TmpTdang. Rectangular Trap?deng. Rectsneular TraprTdang. Rectangular Trep/Tdang. Rectangular TraprTdana. Recleneulx Rprrdano. Reclengufar TreplTdorg. Reclanguler TmplTdang. �a AIUm.Tube Loafing Loafing Leadng Loading Loafing Loadng Loafing Lowing Loading Loafing Loadng Loadng Loadnngg aLoadng aLeading Loafing Lolding Loadng of 2 U „T, o F a v.. 2^ L• D F _D '0 ti., a •uF 1. •a 'a^n 'a Y7,. x ,. •a a.. g�g •0 7r a,. 'b F -Fc It,. z %,. •p •a LL Mullion g k $Is �� ,.fi g 8� 8 gQ 8 $B X g g� 8 $ gg 8� 04 3 c9` m Is L- LLI 421n 170.D 620 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 506 170.0 992 170.0 619 170.0 1110 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 621 170.0 1775 170.0 521 170.0 1887 110.0 521 0 W 481. 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 610 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1883 170.0 680 151.8 2024 170.0 680 '� W 50.625 In 170.0 747 170.0 663 170.0 898 170.0 031 170.0 1048 '170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 .170.0 1494 170.0 756 170.0 1793 170.0 758 166.0 1918 170.0 760 138.5 1919 170.0 756 641. 170.0 797 170.0 612 170,0 856 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 856 159.8 1799 170.0 861 137.1 1799 170.0 Blit 120.0 1789 170,0 881 m p O 60 N 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1594 170.0 898 155.5 1618 170.0 1033 129.6 1619 170.0 1063 111.0 1618 170.0 1063 07.2 1618 170.0 1063 F7-. J 631n 170.0 830 170.0 745 170.0 1116 INA 650 170.0 1302 170.0 940 170.0 1406 170.0 1016 166.7 1542 170.0 1076 141.0 1642 170.0 1121 117.6 1642 16&5 1158 100.7 1642 167.9 116] 88.1 1542 167.0 1157 � •J {, 66 In 170.0 874 170.0 789 170.0 1169 170.0 003 170.0 1364 170.0 1002 160.0 1472 170.0 1088 142.8 1472 168.8 1148 128.5 1472 158.6 1130 101.1 1472 147.8 Iles 91.8 1472 146.0 1104 60.3 1472 148.0 1104 z V 2 $ � FJn 721. 170.0 1081 170.0 870 170,0 1275 170.0 1009 150.8 1320 166.2 1101 172,0 1720 149.9 1082 117.3 1320 137.9 1066 105.0 1320 126.8 1010 88.0 1720 117.0 1024 76.4 1320 112.8 1013 08.0 1720 112.6 1012 2 '¢5{W 761. 170.0 1122 170.0 937 149.6 1184 159A 1013 126.2 1184 139.9 994 1122 11114 125.7 978 993 1184 115.3 964 89.6 $74249.8 852 74.6 1184 87.6 835 64.1 1184 93.1 927 661 1184 92.3 825 ..J �� c3 zZ Q J V � 701. 168.1 1126 170.0 967 138.4 1124 1Q.0 065 11 B.e 1124 12&B 947 107.6 1124 115.6 871 82.3 112! 105.8 918 83.0 900 69.2 1124 89.0 090 59.7 1124 84.1 Blit 51.9 1124 87.2 878 soIn108.1 844 111.5 760 90.1 644 94.3 736 77.2 BM 82.1 724 67.8 844 73.3 712 60.1 644 66.5 702 64.0 693 45.0 844 64.2 878 36.6 844 50.0 688 JJ.B 844 47.7 662 Q Z N O 96 In 69.1 742 81.6 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 49.6 742 54.1 622 M.5 614 37.1 742 43.6 600 31.8 742 39.0 590 27.8 742 37.5 564 to 0m �C)• 1081n 02.6 586 63.9 630 52.1 666 63.8 $21 M.7 666 46.6 513 39.1 586 41.4 505 34.8 586 37.3 408 31.3 4112 28.1 686 20.6 461 22.3 586 26.6 472 19.5 568 24.7 468 cl111 In 57.6 555 68.8 503 48.0 555 49.5 �49541.2 555 42.9 487 38.0 655 38.0 460 32.0 555 34.2 473 26.6 467 24.0 555 27.1 457 20.6 555 24.3 445 16.0 655 21.4 442 LU X 1211" 45.8 476 48,{ 433 38.0 475 39.0 728 475 73.7 {20 20.5 476 29.e 414 25.3 416 26.8 409 22.8 475 24.6 404 18.0 476 21,1 396 16.3 47518.7 787 1l.J 4711 17.2 J8f1441n 26.4 330 26.7 305- 220 330 22.4 18.0 330 19.3 207 16.6 330 17.0 203 d••- Z N TABLE 713 ANCHOR CAPACITY ADJUSTMENT FORMULA: a m0 x0 Anchor Capacity Table Iba �m� ANCHOR CAP.,„,,,,®, �-•� subslrsle: 2.7kComrete 3.5kCono. Holl-CMU Filled PT Wood Aletai (DP„)X( )=ANCHOR CAP.,,, 916'Else 31W SS Eloc 5116•Elco 04'SS Eko 910 Sleel 812 Steel 412 Steel MULLION CAP.,,,,,,.,. Anchor Clip Patterns Anchor type: 3x16•Elco Ullmcan 1/4'Elco Uluecon Ultreton 3118'Elco Uluxon 1/4'Eke Uluacan Ag9reGalor U11mcon Aggrecator Serew(05)Screw(GS) screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Oistence(in): 1' 2-lr2' 1' 2.1/2' 3-1/8' 1• 2-V2' 1' 2.172- 2' 3-118' 2' 0.48' 0.54' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embecnett(m): 1.314' 1-314' 1-314' 1314' T 1-114' 1-1/4' 1-1/4' 1.1/4' 1.1/4' 1-1/4' 2- 1318' 13/8' We. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors®4.75'Min.0.G/Standard cr Offset Clio(Fig.182} 390 lbs, 390 lb. 450 1b, 890 lbs 1644 lbs 270 lba 280 lbs 3541bs 74010. 3741ts 664[be 94810. 341 lb. 44210. 56a 10. OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anthem®225-Min.O.C.r StaMaca(of Offset)Clip(Fig.3): 700 Its 700 lbs 590 lbs 1410W 9521&5 WA We lbs WA 630 lbs WA 880 lbs . WA 682 lbs 8851W 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Arwhos@1.15-Min.O.C.r Standard(or O5se0 Clip(F1g.._):I 96010. 1400 Ibs WA WA WA NIA 76010. WA WA WA WA WA 136315s 1770 ms 224010. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Antlers Q 3'Min.0.0.1(2)2x5 Angle Caps/(Fig.5): 760 lbs' 780 lbs 680 lee 1560 lbs 18961be 54010. 5601ba WA 76010. 748 IW 680lbs 109210. 88216. 08510. 112016; CAPACITY WHICH MAY BE USED TO QUALIFY 8 Amows@3"Min.O.C./(2)215 Angle Caps/(Fig.8): 1170lbs 1170 lbs 1020 lee 23401be 2844 lbs 8101bs 8401bs WA 11401bs 1122 lb. 1320 lbs 2830Ibs 102210. 172710. 168010. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors®OA$'Min.O.C.I U cop,Into.125'Afum.(Fig.7): WA WA WA NIA WA- WA WA WA WA WA WA WA WA NIA 14301. ANCHOR CAPACITY TABLE. RODUCfRHVi3ID7 2Anchors®2.25'Min.O,CJ F-alp U:lg.8): 350 lb, 350 lb. 29010. 705lbs 476 lbs WA 280106 WA 315 lbs WA 44010. WA 341 lbs 442105 560 1b, wmPlYN811'M the Flold• 4AWhom®1.15'MIkO.Cl F421p(Fig.9): 480105 70010. WA WA WA WA 380 lbs WA WA WA WA WA 68210. OBS Ibs 71201os ugdlggtbdC NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --� 1.062" f-- --j 1.000' r•'- 40w-p,Son No -4 TABLE NOTES: Aiam1 ade Product Control FIGURE 1: FIGURE 2: FIGURE 3• FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �,ro. .."..... ff�( • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' _ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' No.50705 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - FIGURE 5: FIGURE 6: FIGURE 7: --0•: �' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND • • • • • • PRESSURE-TREATED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM WOOD SHALL BE '��,'•1 STATE F fC/: • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ��'•..F<OR1DI".•'• \\ate 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 .375' .375" SS "', . . THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS 711 /0NAI-L ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' I 1•X 4"X.375• r// 1 1 11 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. '7'-MULLION MULLION A.LY/ MILL�R,P.E. FL P.E.#58705 TABLE 8A Mullion Capacity TableIbs7N2 Rp Opening Width(for veNcally-spamingmWions)orOpeningHeight(for hod,Nally-spanning mullions) - � le so In 601n 701. 80 in BO In 10in 1201n 1401. 100 In i 'Yj p kx a Ratangular TeDlTdang. Rectenguter Troprilreng. ReNengtllar TrapTdang. Reetan8uler Trapr7d3ng. Realongular TraDmlang. Ractengdtar TreplTtlenO. Reotangular TrapRdang. Reetenguler Traplrllang. Reclonp.ilnr TrepTdeng. gyQc 1.26"It Loading Loadn9 Loading Loafing Loafing Loafing Loafing Loafing Load[ng Loafing Loafing Loafing Loadnyl Loadng Leafing LoadnO Loafing Loafing 5.2 $ U 3.1 a8"x .266"Alum _i� €,. ,. P n ;~ ,y .� .� a $ ',. Tube Mull g sg >;s a , as s o �� s � a .� a 3 c� 3 d o B d 8 ti H b t3 5.a t9 8" 3 g 3 c9 c3 B c9" 0 t3 c3 QQq a s tr• & g•yz § zz s la @ ter` {b,•,y 2e s 3 e g {a{, `{a[,s�D7,, 8 5{� ` spa e E - m 9A 5 6 Q C 9 K K z �aN--L rc �� a� re �� f� s sem. s 14-- 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 518 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 148a 170.0 521 170.0 1735 170,0 521 151.8 1768 170.0 621 t5 48 In 170.0 708 170.0 524 170.0 650 170.0 584 170.0 892 170.0 630 170.0 1113 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 680 164.8 1648 170.0 690 132.7 1548 170.0 660 116.1 1648 170.0 6W Z 50.826 in 1 170.0 747 170.0 563 I70.D 896 170.0 631 170.0 1048 1 170.0 684 170.0 1105170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 1468 170.0 766 119.3 1468 170.0 756 104A 1468 170.0 756 n �o 541. 17D.0 797 110.0 812 170.D 950 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 146.8 1376 170.0 858 122.3 1376 170.0 881 104.8 1376 170.0 Bel 91.7 1378 170.0 861 m M O 601n 170.0 685 170.0 701 170.0 1063 170.0 797 158.0 1158 170.0 678 139.0 1158 167.4 030 123.6 1158 158.8 819 111.2 1156 160.0 912 92.7 1158 144.8 905 iB.4 1158 iN.e 805 89.5 1150 111.8 905 f=-' r0 J 631n 170.0 930 170.0 745 160.1 105t 170.0 850 137.2 1051 155.0 882 120.1 1051 142.0 843 108.7 1051 132.3 837 96.1 1051 125,7 630 60.1 1051 119.5 822 06.6 1051 118.1 821 60.0 1051 119.1 821 D. J 66 in 187.1 957 170.0 709 139.3 057 151.6 805 119.4 057 13CD 790 104.4 857 121.8 777 028 957 112.8 767 63.6 957 106.8 759 69.6 957 100.0 760 59.7 057 919 748 522 857 118.9 748 Z J 6 m �' c 721n 129.7 804 1352 698 107.3 804 115.2 684 91.8 eU 101.3 671 80.4 604 91.4 660 71.5 804 64.1 650 64,4 BW 7&8 843 53A 804 723 633 46.0 604 69.9 629 40,2 804 69.8 629 781n 109.4 722 114A 630 012 722 072 618 78.2 722 85.3 606 68.1 771 76.7 596 60.B 722 70.3 588 64.7 722 65.5 580 45.8 771 59.5 570 39.1 722 58.7 665 34.2 T22 562 614 j Lo❑ � Z 2 781n 101.2 685 105.6 600 64.4 865 69.8 588 72.3. 665 78.5 5TT 63.3 685 70.5 688 66.2 685 64.5 560 50.6 685 80.1 553 422 685 54.3 543 36.2 8415 51A 537 31.6 665 50.7 536 Q c � F- ry Q N o solo 85.0 515 88.0 457 64.8 515 57.5 449 dT.i 515 50.1 441 41.2 515 44,7 434 36.6 515 40.0 428 33,0 515 37.4 422 27.6 515 31.1 413 23.5 515 30b 401 20.6 515 29.1 4W x Z `- 981n 64.3 453 65.8 4W 45.3 453 47.1 397 38.6 453 41.0 391 33.9 453 38.4 385 30.2 453 13.0 379 272 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 360 17.0 453 228 356 co O O 106 In 38.1 358 39.0 323 31.8 356 32.8 318 27.2 356 26.4 313 23.6 358 262 308 212 358 22.7 3W 19.1 358 20.8 300 15.9 358 18.0 293 r' 4h 111 in 36.1 138 35.8 306 28.3 338 30.1 301 28,1 378 29.1 297 22.0 338 23.2 283 19.6 378 20.9 289 17.0 338 10,1 286 1201. 27.8 290 28.3 264 23.2 290 23.8 260 19.9 280 20.6 256 17.{ 200 18.2 263 15.4 280 1&4 249 U Q 1441. 16.1 201 18.3 186 Q T' Z O Q TABLE 8B 2 �O s•.0 ANCHOR CAPACITY ADJUSTMENT FORMULA: m� AnchorCa acl Table([be) ANCHOR CAP.,„,,,,, Sutstratc 2.7KCDncvAe 3.5k Cone. Hdlowaiu Filled CMU PT IN= MEW (OP)X( )=ANCHORCAP.- 6'tE Elea 114'SS Eko 0/16'Eko 114-SS Elco 910 Sled 612Sleel 812 Steel MULLION CAP.,,,,,".. AnehorCllp Pattema AnchorType 3'tE Elco UOmcon 1141 Elea Ullmcon ullmcm 311E Eleo Unrxan 114'ElcoUllracon AggreOalor ullracm A&7re0Uor Screw(W)Screw(05) SreV(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge aslame(In) 1" 2.17 V 241T 3-1x8' t' 2.117 1' 2-uT T 3-118• T 0. - 0.5.1• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embeaml n 13/4• taro' taro• 134• r t-fu• 1-14• 1.14' 1.114' 1414' 1.14' T tare' tae' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchDrs 404.7E Lin O.C./Standard a OMI Clip(Fig 1). 300 lbs 3901b5 450 Ibs �0 los 1644108 210158 280103 351106 740 We 374166 664 Its 94696 541105 442 Its 560 Its OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon Q 1.15•Min.O.C.Islandard(or abet)Clip ing 2) 460 N6 700155 IIIA IUA II/A IIIA 38010& 1I1A IIIA IIIA IIIA IIIA 68210& 885 be 7120106 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arctlors@3'I.11n.O.C./(2)215 Angle Cops I(Rg 3) 780 los' 780 ire 680 las 159'1 lbs IEWIbs 510lbs 66010& IIIA 760 lee 74B Ns 800Ibs 1802 Its 682 lbs BB51Da 1120103 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arxmrs®0.4Ehtin.O.C./UCHp,Into.l2EAlum.(Fl g.4) u1A 19A NIA IIIA IIIA IIIA IIIA RIA IDA HIA IUA IIIA IIIA IgA 1438 im CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arc(or7 FCOp(R9.5) 1951D& 196IDS 223 Ns 4451m 62213 136Ibs 140 Its 17710s 370156 te7 Ibs 33216 473 Ns 17016 221103 780103 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchm@ i.IVMin.O.CJ FCU g6 240155 3A lbs IIIA IUA II/A IUA 100 Its NIA RIA NIA IUA IUA I 115 442 Its E60Im ANCHOR CAPACITY TABLE. PRODUC7•REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 6S 1OmDh'(rt8` IhcplDdda Duading Dodo. _ . FIGURE I: FIGURE 2: F-�1.250',-I AOnD°N° � TABLE NOTES: - • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami adc Ptoduet Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, ``��ON•( LYNN ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188• >'�,•''OCENSee''. CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 7'P: , BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 266, _ No.58705 '•,7 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND _ FIGURE 4: FIGURE 5: FIGURE fi: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL C '�) (T1_9111 lJ (- BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND - . 1.25'X 3.188'X 265'MULLION '•.'_2 OR ID P'- .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL :�s \ 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114 VF MULLION) `9L``J v�, #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.L'(NN, f(.LEA;P.E. FL P,E.#68705 TABLE 9A a � Mullion Capealry Tabl9(Ihe/tt') Opening Width(for vorticaliy-spanning mW5ons)or Opening HaIght(for hod2onta7/-sparcdrg mUGons) y�7k� Q 50 N 601n 70 In 00 In 00 N We In 1201. 1401. ISO In gy$2 LLO 1.26%3.26 Rectangular Toprdang, Rectangular TreWrd.np. Rectangular TraplrMnp. Reolenp.(a, Twf lan9. Rectangular TmpRdaK. R.Wguler T. aq. RecicK.Icr TrapTMN. Roclanpilar Troprrriang Raclangular Traprrdeog. .ij %.100 Loadlw Loadng Losdng Loading Loading Lwdng Lwdng L..dhg Loadrg loaning Loading Loadoq Loaning Loafing Loading Loading Loa6n9 Loading nY 0.1 of p U Alum.Tube P _ Tg g F _ _ g p Mulllon B �' tY a b � � ` (S 0 d a I` h I g 1 �� 4LO y zm 421n 170.0 1 620 1 170.0 435 170.0 711 170.0 479 170.0 888 170.0 608 170.0 1 992 170.0 519 170.0 Me 170.0 521 1513 1118 170.0 521 127.7 Me 170.0 521 109.5 1 1118 170.0 521 85.6 1118 170.0 521 48 N 170.0 708 170.0 524 170,0 850 170.0 604 167.6 078 170.0 630 146.7 978 170.0 661 133.4 978 170.0 677 117.3 978 110.0 680 97.6 976 170.0 680 03.8 979 170.0 680 73.3 978 170.0 600 -"1j ILJ 50.8251. 170.0 747 170.0 567 170.0 898 170.0 631 150.7 927 170.0 684 131.8 827 166.5 708 117.2 927 159.1 699 105.5 027 158.3 696 97.9 927 156.3 695 75.4 927 156.3 695 65,9 027 158.3 695 Q.ry 0) 541n 110.0 797 170.0 612 154.5 889 170.0 691 1323 869 153.8 683 115.8 889 141.8 609 103.0 SU 134.0 660 92.7 889 129.8 BS1 77.3 689 128.8 652 66.2 669 128.8 652 57.9 669 128.8 652 o 60N M.2 746 153.8 834 119.4 706 132.3[39a 102.3 74B IVA 608 89.5 748 101.8 599 79.6 766 101.0 W2 71.6 748 96.8 581 59.1 146 83.3 583 31.2 748 83.3 503 11.8 )48 83.] 583 m � 1- (� Cl) 63 In 123.7 877 132.0 670 103,1 677 113.2 88.4 8T7 100.4 555 77.3 677 91A 546 68.7 677 e5.2 679 61.0 677 81.0 534 51.6 677 77.0 520 44.2 677 78.7 529 36.7 677 78.1 529 f- 8 � J 68 In 107.6 617 11 d.1 530 89.7 617 07.6 76.9 617 88.3 509 67.3 617 76.3 500 59.6 611 72.6 404 63.8 617 68.7 /80 14.9 617 64.4 483 38.4 617 63.7 407 33.6 617 63.7 482 LU 721. 83.0 616 87.1 450 69.1 518 74.2 6,9.2 SIB 05.2 431 51.6 516 66.e 425 18,1 518 51.2 119 47.1 519 60.7' did 3/.5 510 40.6 408 78.9 SIB 45.8 405 25.8 618 16.0 405 Z i m oo ¢¢g e E3 TBN 70.6 485 73.7 dOB 587 185 87.8 50.3 485 519 390 44.1 465 19.4 384 J9.2 465 45J 378 35.7 165 42.7 774 28.1 465 383 781 25.2 IBS 38.3 901 22.0 465 30.2 38]78N 65.2 111 68.0 307 61.3 111 67.7 dfi.8 411 50.8 372 40.8 441 15.4 766 76.2 111 41.6 380 32.6 441 38.7 358 77.7 141 31.9 349 73.7 441 33.1 746 20.4 441 37.7 315 901. 42.4 332 43.8 285 35.4 332 37.0 289 J0.7 372 32.3 204 78.6 972 28.8 T&1 73.6 332 281 218 21.2 332 24.1 272 17.7 332 71.3 268 15.2 332 10.8 262 13.J 372 16.7 260 Q O 161, 35.0 201 35.8 280 29A 291 30.7 258 25.0 281 26.4 252 21.9 291 216 248 19.4 291 21.3 244 11.5 291 19.5 241 14.6 201 17.1 236 12.5 201 15.6 732 Z � a N O 108 in 24.8 230 25.1 208 20.5 230 21.1 205 17.5 270 18.7 2111 iM 230 10.2 190 (- x Z lb O IIIb 22.6 216 23.1 107 18.9 210 19.4 104 16.2 218 78.0 101 14.1 218 14.9 186 (D LO 120 in 11.11 107 18.2 170 14.8 181 15.3 IB7 W M QF# 0� x CR S2 N a 0 0 TABLE 9B g � Z m 0 O Anchor Ca achy Table([be) ANCHOR CAPACITY ADJUSTMENT FORMULA: - $cc m� S.bslnnlo: 2.7k Concrete 3.5k Cane. HoWN CMU FlIIM C6fU PT Wood Alelel (DP,,,)X(�CHOR CAP.,,,,,,,,,,\ANCHOR CAP., �' � 5118'Elw 111'SS Elco 5'10'Elco 1/4'SS Elco 410 8tee1 612 Sleet 412 Sled MULLION AnehaTCII Patterns Anchor Typd:VKfA o Ulvacon 11V Eke Ullrwon Ul" 1 3N6•Elm Uluscon 114'Elco Ultacon 11"'s ator Ulu Aggf. to, Scres(G5)6claw(G5J Soraw(GS) p USE THIS FORMULA TO OBTAIN THEANCHOR Edge Distance 0n): 2-112• 1• 2-lE 3.116• 1• 2-112' 1• 2-t Q• 20 3.116• z• 0.48• 034- 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedment rdl): 1.314• 1-114' talo- 2' 1.114' 1-1/4' 1.114' 1-114• 1-1/4• 1-114• 2• 13/8• 1.378' Cedes ACTUAL PRESSURE REQUIREMENT FOR THE 2Aech-Q 4.75'Min.O.C.I Slandasdor OBset Clip(Fig.7): 300 ft 45D lbs B90 Il 16"M 270 be 2801'' 354 lbs 740lbe 374 Ins 6C41bs 94613' 341 Ibs 442 It. 56010' OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors Q 1.15•Mtn.O.C./Standard(or Offset)Clip(Fig.2): 70010s WA WA WA WA 38D Its WA WA NIA WA WA 682 lbs SBS Its 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchdre®T Min.O.C.I(2)2%SAngle Clips I(Fig.3k 780 lbs 680 lbs 1560 Iles 18961'' 540 lbs 560 lbe WA 760 lbs 748 RG 680 lbs 18921', 682 lbs 8851'. 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Awhors Q 0.54'MIA.O.C./U-Olp,Inlo.100•Alum.(Fig.4k WA WA WA WA WA WA WA NIA WA WA WAWAWACAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor 1 F-Clip(Fig,5): 195Ios 2251', 4g51W 6L2 Its t751bs i401bs f7 lbs 370Ibs 1671'' 3321'' 4731'' 110Wa 221 Ibs 280IW ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchora®1.15'AIIn.O.C!FOlp(Fig.67 240 lbs 350 Ica WA WA NIA WA 1901bs WA NIA WA WA WA 341 lbs 44216s 58010' ANCHOR CAPACITY TABLE. RODUCTRHVISED wmplylag vd1h the Florida und4 oe N .0_ .01 -1.zso• capranwwo 'T FIGURE 1: FIGURE 2: TABLE NOTES: 4qD 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION I inmi ado Product Con•rol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1(111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��v 1L•( LYNN hl 7i� FIGURE3: �O.••' •ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250' . ♦ �(GENSF'•,F.� CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' ' Fe BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - �4 140.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL •100• --;3 (L' FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE .•• S�A F (LU • ® 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND O'� rLOR10P. \`�� .045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL %�s -•....•• �C�, • ® e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.100• i�r a �C`�� • NiO&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN M111111t P.E. FL P.E.#58705 TABLE10A n Mullion Capacity Table pbBrtP) Opening Wlddl(forvedice*spardngmulions)orOpening Height(forhadzorlagy3penrdng muilions) 50 in 601. 70 in 80 in 90 in 100 in 120 to 110 N 160 in 126%316 Reclangoa Trapfrrimg. RactenDo., Traprrdang. Rectangular Traprrdang. RecUngular Tre1VTdang. R.WgWar Traprr...a. Roclangdw TrapRdang. Rectangular Troprrian9. Racungular Trap/Tdano. Reclang0w Traprrdeng. C ea,' %624 ZE Load g Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Load Loading Loading Loading Loading Loading Loading c� U Alum.Tuba .& .F aAl .�., .� s- .• .F 1. .Fa .g- .b' .F .F .E.- �,. .�• .u£... 5 ,. -E ,. .' 'B 9.. LL Mullion u u u 4ie v u u ua v "� v ci` v u u gg " S,`g urs o` v u u " of u ua a ua v u u uo m �� 5$ '� d`nF z5d� 3'� Rs•� ��, 5•u- a"�, 5i firs„ .E'� �S F'§ d� �'o- '�5 `P �� i•� �`'� 5�'e b� r'S �`'� `3- a� fis� �� P .`"� F.� � �a 421n 110.0 620 170.0 435 170.0 764 170.0 678 170.0 868 170.0 586 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 146B 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 621 (3) 481n 170.0 708 170.0 524 170.0 BSO 170.0 581 170.0 992 170.0 630 170.0 11]3 170.0 681 170.0 1275 170.0 677 170.0 1617 170.0 680 170.0 1700 170.0 fi0D 169.7 1979 170.0 680 148.5 1979 170.0 660 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 152.6 1877 170.0 766 133.3 1877 170.0 756 b � Si in 170.0 797 170.0 612 170.0 956 INA 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 037 170.0 1594 170.0, 656 156A 1759 170.0 861 134.1 1769 170.0 861 117.3 1759 170.0 861 LU �o 0 M 601. 170.0 E85 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 974 161.1 1611 170.0 996 145.0 1511 170A 1073 120.6 1511 170.0 IOU 103.6 1511 170.0 1063 90.6 1511 170.0 1063 H CO U O J { 631. 170.0 930 170.0 746 170.0 1116 170.0 050 170.0 1302 170.0 940 166.6 1370 170.0 1015 139.2 1370 170.0 1076 125.3 1370 164,0 1092 104A 1370 165.9 1072 89.5 1370 155.3 1070 78.3 1370 155.3 1070 LU ya 66 in 170.D 974 170.0 769 170.0 1169 170.0 903 155.6 IND 1T(L0 1002 1352 1248 156.6 1013 121.1 1 1248 1 147.1 1000 108.9 1248 139.0 989 90.0 1248 130.4 970 77.0 1288 129.0 975 68.1 1248 129.0 976 U) �. j 72 in 167.8 1049 170.0 878 179.9 1049 1502 092 119.9 1079 132.1 075 107.9 1049 119.1 860 93.2 1049 109.7 848 83.9 1019 102.7 836 69.9 1049 94.3 825 59.9 1049 91.2 820 62A 1049 91.1 820 J $ 0 76in 1427 971 149.1 822 1189 941 126.8 805 101.9 941 1115 791 892 941 100.0 777 .79.3 971 91.7 766 71.4 947 65.6 757 595 941 77.6 744 51.0 941 74.0 737 44.6 941 73.3 736 + W J rc2 g 78 in 132.0 897 .7b 787 110.0 894 116.9 767 91.3 891 102A 767 82.5 891 91.9 760 71.3 896 81.1 730 66.0 094 78.3 721 55.0 894 70.7 707 d7.i 891 67.0 701 45.3 897 66.1 698 901n 85.9 671 88.7 596 71.6 671 71.9 685 61.4 671 65.7 575 67.7 671 58.2 566 47.7 671 52.9 $SB 43.0 671 68.8 551 35.8 671 43.1 539 70.7 671 39.7 531 28.9 671 37.9 526 Z Q N O 96tn 70.6 69D 72.8 527 69.0 590 fi1A 618 50.6 590 63.4 509 44.3 590 67.5 602 39.3 590 43.0 497 35.4 690 39.6 408 29.5 590 34.7 477 25.3 590 31.6 469 22.1 690 29.0 464 1a" x,.Z O Min 49.7 466 60.8 421 AIA 466 42.8 414 35.6 466 37.1 408 31.1 466 32.9 402 27.6 466' 29.7 396 24,9 466 27.1 391 20.7 466 23.5 382 17.6 466 21.2 315 15.6 466 19.6 370 /n u7 vj NH c' o Min 65.8 d!1 46.1 dp0 30.2 461 39.3 393 72.7 441 34.1 387 28.6 411 30.2 3B2 25A 441 27.2 776 22.9 441 24.9' 372 19.1 4Jf 21.5 367 16A 441 19.7 356 16.7 141 17.8 351 LU M 1201n 36.3 3TB 36.9 314 702 378 71.0 339 co 25.9 378 26.8 3]d 22.7 776 23.7 329 20.1 ]70 21.3 325' 18.1 378 19.5 321 15.1 378 16.7 316 X Y 11441. 21.0 262 2L2 262 77.5 262 77.8 239 15.0 262 15.3 236 U N Q V�l ZO TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: no€x>of AnchorCapaclty Table(Iba) A ANCHOR CAP.,,,,'-' F Sutslml0 27K CorcrHe � 3.6%Cmc, Hdlow CMU Fltled Cl,IU PT WaoO RIHaI (DP..)X( )=ANCHOR CAP.,,, k 11d'SSEIco&1EElco 94'SSE110 U105feel e12Sled 612 Steel MULLION CAP., 31161 Patleme Mcha Typo 91E EIcoUnmcen 114•EkoU112con 311E Elco UNacan 114•E%ounracon AggxGetor unracm A�lecaa screw(c6)serav(o6) screw(es) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge CIMance on)' 1' 2-112' 1' 2A2• I' 2-U2' 1• 2-UT 21 3-IW 2• 0.48' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednenl n 1514' 1314' 1314' 1374' 1-U4' 1.1/4' 1.114' 1-1/4' 1.714- 1.114• 2• bare• 151E rales ACTUAL PRESSURE REQUIREMENT FOR THE 2AnchomQ4.7E MIit O.C./S1award a Onset COp(9g,1) =ins 39D Ibs 450 Ibs 800 LOS 27oros 280,Ws 354 Ibs 7401m 374 t0s 66410s 946 Ra 3411bs 442100 E60 R6 OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArICWS@1.164AIn U.C.IStandard(or0Wel)COp0g 2) 480 IDs 700 los NIA IVA IIIA 3 710s IIIA IUA IUA IUA IBA 682lbs 865 ms 1123 IDS CAPACITY(FROM THE TABLE)OF THE SELECTED. 4ArcIlDl9�3'Min.O.C.I(1)2e6Angle Cops r pg.31 7801bs 780 Ibs 680 Ibs 1660 ns 5401Ds 660Its NIA 7601bs 748 lbs 880106 1692106 682106 885IDS 112D IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arcma.0.61'FI-I U.C.1UCllp,Nto.IOD'Alum.(FIg. ), IIIA IUA IIIA IUA IIIA IUA II/A IUA IIIA IUA IUA IUA IUA 960106 CAPACITY WHICH MAY BE USED TO QUALIFY t AMhOr/FC6p(Fig.6F 195IDS 105 Me 2251bs 4461bs 135lbs 140 Its ITT Ibs 370 Ibs 187106 332 lbs 4731M tlD ms 221 106 280116 ADDITIONAL ANCHOR OPTIONS FROM THE 2AriehotsQ l.IVPAin O.CJFCO g.6) 240 Ibs 3501Ds NIA IUA N/A 11/A 100106 NIA IUA II/A IUA IUA 911116 442lbs 5601DS ANCHOR CAPACITY TABLE. 11 PRODUCTRw 111 u0d(dglyOf b�d'c^thePlDdda 4'oeptm4wNo 1 Q FIGURE 1: FIGURE 2: TABLE NOTES: t2111 4, • • 1)SFE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Ui6ml- odvct Contrn • • ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1\(fill// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS IS ALLOWABLE. \�� pN� LYNN MJJJ� FIGURE 3: �� . .Yee i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. �.' \,ICENSF'•,F.fa CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 171.;• •'.,3[�� • BE 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 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BEL4a %Tp•'•, STATE OF • 6063-T5 AND BEAMINIMUM OF,100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND ��( '.FCORIDP.•'•G\�'� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL lS O B ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25X.624' • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LY' 1911tt 1R,P.E. FL P.E,#58705 TABLE 11Ah Mullion Capacity Table(IbsM1) Opening Width(forvedicBYy-spanning mullions)orOpening Height((arhorizodaw.spenning mulions) SO in 60 in 70 in 601n 90 in 100 in ' 1201n 140 in 1601n O Raclarguter TI.PTdang. Red ngulu Tap7rd.ng. R4clengulu T4aprrdang. Rectangular %plEdug. Rectangular Tre Ifden R.Mn lar Tra Redun ular Trep'rdan Ragan ler Tra nen Recta dar Tra 1$6%3.94 p p. gu p7ria9 9 B .. o. g np ..dle.g. yo %.8� Loading Loading Loading LoeGng Laeding loading Loosing Loedin9 Loading Loading Loading Loading loading laae;ng Loading Loosing Loading Laeding oY = U Alum.Tube .r .s"� •s f 4-- •n .g a A6e ��€ ao a 9. o NMullion m d u o u �5 P cn $.nom 1- �4>' fe e"`d f2 �a d`a' @, e`X f6 8� $ 8rc [s•. $� $�, d"`� 0 8� f@: ¢`rc � �`� 4° 8� fes. E� s' e"`� f@ �a f@ $� zW 421. 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 110.0 1240 170.0 521 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 110.0 521 J 481n 110.0 708 170.0 624 170.0 650 170.0 661 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 110.0 1700 170.0 680 170.0 1983 170.0 660 170.0 2267 110.0 680 W � z 50.625 In 110.0 747 170.0 663 170.0 896 170.0 031 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170A 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 766 g V) 641n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 461 170.0 2231 170.0 661 160.2 2403 170.0 061 W C) m 60 in 170.0 88S 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 678 170.0 1417 170.0 914 110.0 1594 170.0 996 170.0 1771 170.0, 1033 170.0 2125 170.0 1063 1403 2163 170.0 1063 129.8 2163 170.0 1063 p U) J 631. 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 g W 661n 170.0 974 170.0 1B9 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1559 170.0 1086 110.0 1753 170.0 1155 170.0 1918 170.0. 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1266 107.2 1966 170.0 1266 z i m 721n 170.0 NO 170.0 878 170.0 1275 INA 1009 170.0 1400 170.0 If26 170.0 1700 170.0 1228 154.1 1731 1 170.0 1315 138.7 1731 169.8 1386 115.6 1734 155.9 1351 99.1 1734 160.4 1352 86.7 1734 150.2 1352 � J g ��7 o 761n 170.0 1122 170.0 937 170.0 1346 INA 1060 168.6 1555 170.0 1209 147.4 1556 165.2 1265 131.1 1556 151.5 1266 117.9 1656 141.3, 12SI 983 1556 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 J U z & 78 in 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1411 169.3 1246 136A 1477 152.0 1224 121.2 1477 139.1 1206 MA 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.6 1168 60.2 1477 109.3 1156 Q ,� e)• 90 in 762.0 1110 166.5 986 110.6 1110 121.9 960 101.5 1110 107.9 951 88.8 1110 96.3 936 79.9 1110 87,6 922 71.0 1110 80,7 910 59.2 1110 71.J 091 50.7 1110 66.6 078 46.4 1110 62.7 870 Z Q W O 961n 117.0 976 120.3 872 975 975 101.5 856 63.6 975 B8.3 842 13.2 STS 78.5 829 65.0 975 71.2 017 68.5 975 ASA 007 48.8 976 57.4 769 41.8 976 523 776 36.6 976 49.3 167 X z � 1001n 82.2 771 61.0 696 685 771 70.7 605 58.7 771 61.3 674 SIA 771 54.3 664 46.7 771 49,0 655 41.1 771 44.9: 647 34.3 771 38.9 632 29.4 771 35.0 621 25.7 111 32.4 612 7n R CD III In 75.7 730 173 661 63.1 730 65.0 650 54.1 739 56.3 640 47A 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.5 730 35.6 600 27.0 730 31.9 589 23.7 733 23.6 AM W CO J. C W 1201n 59.9 624 61.0 669 49.9 624 51.2 560 42.9 624 44.3 552 37.5 674 39.2 S44 33.3 624 35.3 537 30.0 624 32.2 531 25.0 624 27.7 519 21.4 624 26.6 509 18.1 624 22.5 601 2 X 144 1, 34.7 433 35.1 400 28.9 433 29.4 395 24.8 633 25.4 390 21.7 633 22.6 3115 19.3 433 20.0 381 17.3 4]] 18.2 376 U N Q r O z O mO TABLE 118 >0ANCHOR CAPACITY ADJUSTMENT FORMULA: mTa� Anchor Capacity Table(lbs) ANCHOR CAP.,m,,. m �a� Subslmla 2.7KComrde 3.6KCa1c. HdIDWChit.[ FldedCIR PTWo0d Iddld (DPe)X( )=ANCHORCAP... 5i6'Eke 1/4.85 Elco 5/16'Elco II4•SS Elco 0110 S1Bf! m2S1oel NI1 Steel MULLION CAP.,-,- Anchor Cllp Pattens Andra TYPe' &ts•Emo u0mcm v4•ElcouNacon unmcan yts•Elco urtxm 94• -Utlmcon AgyeOafor Unmcon Aggl6Gcta Scm`(G5)Screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aslame On) 1• 2-112' in 2-112' title• I• 2-VZ I. 2-11r r 3v9• 2' DAY 0.544 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Ern1eanW1 n 1-314• 1ar4' tall• 1.3'4• z• 1-114• t-1/4• -3114• i-v4• 1-114• 1.114• z' I-TV i-wir safes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhom aQ4.751 U.O.C. Slamam a OAS81 cup Ing.1) 37o los 39310e 450 lbs 090 lbs 1644 IDS 270 Pis 263 ms 354186 7401ts 374106 66II0a 448 ms 341186 442186 660100 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors@1.15YMin.O.C.I Standard(w Onset)COp(fig.4 480 lbs 700 IDS 71/A IUA N/A IIIA 380 IDS N/A IVA IUA IUA IUA 682106 8851bs 112114s CAPACITY(FROM THE TABLE)OF THE SELECTED "Anchors Q3'1.11n.O,C./('a)2c5Argle Clips/(flg.3) 78O lbs 779186 680Ibs ISM lbs 1NBIbs NOW 583185 NIA 760lbe 7481bs 880 ILS 1882145 692196 BBS I09 1123106 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnchoB®0.54'h11n.O,C.I U43gp,Into.100r Alum.(FIg.4)'l IIIA IUA 14/A IUA IIIA NIA IUA IUA IUA ti/A IUA IUA IIIA IUA 1 1267109 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor!r-�COp(Fig.6YI 1951bs 195105 225108 4451119 022 Itis 135 IDS 140105 177186 370186 187109 3321bs 473125 1701bs 2znbs 2BO Iba ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors B 1.15'tAlrt O.C/F4:8p(fl8,6)' 240 Ns 350 its H/A IUA NIA WA 18010-3 N/A IUA NIA IUA IUA 341109 42412!2! 550186 ANCHOR CAPACITY TABLE. PRODUCTRHVISBD W complying with Iho Florida Bbgdln8(.bdc ��9A�y-.� 1.250' Aooeplmlco P)o r�+�J FIGURE I: FIGURE2: TABLENOTES: 000 !�G 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami oda Poo uct Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `1111 I I I I I 11777/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. p •..••••... C( FIGURE3: � ' tGENSF'•.FAQ i� ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' Q�;' v '•,il' CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 31 No.66705 Fe 1 • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ = IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -0•:� GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURES: FIGURE 6: S'ATE O C(/. BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -r %U • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND .624" %T�S'•FLO121Ol`.• d� .045-THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125-THICK AND A36.ALL /777 . OANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 71/l 11 1NA,-� 111 11(6 316 #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25"X 3.94'X.624- A.LYNN MILLER,P.E. Le MULLION FL P.E.#68706 TABLE 12A h Mullion Capacity Table bs)V • � „ Opening Moth(for verdcalry-spannl g mUllons)or Opening Haight(for hodzordely-spenri g mUllons) x5 501n 601n 70 in 601n 9 I 1001. 1201n 1401n 1601. �kr` R«lengular Trep/Tdong. RealengWar TropTdang. R«lengular TropRderq. R«NnOWar Tropndeng. R«tengWu TropRdenO. Reelangui0r Tmplldeng. Reofanp3lbr TropRdeng. Rectangular Treprdang. R«lenguiar 7Mplmeng. �� LLo > 2X4X.26 Loafing Loadog Loafing Loading Loafing Loadng Loadng Loadng Loafing Loadng L«dng Loafing Loading Loafing Loadng Loadng Loadng Loader c y Alum.Tuba ,. •� 6F f., ,. 4 � -kc & '� •c - F Fc .1 Mullion g 1� 8 Ste •' !tom >i its $� 8 .1a 8 a a� a s a� a s ae a a a a s a� a a� e• S� � b t5 ti. & >,_R �& r. bg g� b. r aP $� t �� b• � a� m jj z 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 606 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 1170.0 1488i'170.0 621 170.01 1735 170.0 521 1170.0 1883 170.0 521 Q 1- 481n 170.0 708 170.0 624 170.0 050 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 .170.0 680 1 170.0 1700 170.0 660 170.01 1883 1 170.0 680 1 170.01 2281 170.0 680 J w 50.625M 170.0 747 170.0 563 170.0 696170.0 031 170.0 1046 170.0 604 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 ;170.0 756 170.0 1703 170.0 756 170.01 2092 1 170.0 756 1 170.0 1 239( 170.0 756 (1)64 in 170.D 707 170.0 612 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 170.0 661 170.0 2231 170.0 061 170.0 2550 170.0 061 C 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 086 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 160.8 2680 170.0 1063 M N 831n 170.0 930 170.0 746 170.0 1118 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 168.7 2553 170.0 1171 146.9 2563 170.0 1171 68 in 170.0 974 170.0 769 170.0 1169 170.0 90.3 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 1165 170.0 1946 170.0 1210 170.0 2338 170.0 1276 151.0 2437 170.0 1286 132.9 2437 (70.0 1286 C 721n 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 1486 170.0 1128 170.0 1700 170.0 1226 17D.0 1913 170.01 1315 170.0 2125 170.0 1387 145.6 2184 170.0 1488 t24.0 2184 170.0 1528 109.2 2184 170.0 1530 ? 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1372 165.1 1960 170.0 1421 148.8 1960 170.0 1605 123.6 1960 161.0 1546 106.1 1960 164.0 1635 92.9 1960 1523 1531 � 5 Z X 76 in 170.0 1151 170.0 967 170.0 1381 170.0 1118 170.0 1611 1 170.0 1250 1170.01 IS42 170.0 1369 152.7 1861 170.01 1474 137A 1861 163.1 16M 114.5 1661 147.3 1473 98.2 1861 139.6 1458 85.9 1081 1374 1464 � v) 90 In 170.0 1328 170.0 1144 148.1 1398 156.0 1218 127.8 1388 136.0 1188 111.8 1398 121.3 1176 89.4 1398 110.2 1162 89.5 1390 101.0 1147 74.5 1396 S9.8 1122 639 1396 82.7 1105 45.9 1398 78.8 1086 Z J r J Q 961n 147.4 1229 151.5 1098 122.9 1228 127.6 1079 105.3 1229 111.2 1061 02. 1229 98.9 1044 61.9 1229 89.6 1028 73.7 1229 82.4 1016 61.1 1229 72.2 893 62.7 1229 65.9 977 46.1 1228 62.1 067 Ia- sZ W Q 10aln 103.5 971 105.8 877 86.3 971 89.0 862 74.0 071 77.2 849 64.7 011 68.4 (IN 57.5 871 61.8 825 51.0 871 56.5 816 43.1 971 49.0 796 37.0 871 {4.0 782 32.1 971 40.8 771 4n 'NO (� �Ba-' 1111n 05.4 919 97.3 632 78.5 BIB 81.8 610 88.1 919 70.9 606 59. 919 82.8 794 53.0 919 50.7 784 47.7 919 51.6 774 391 019 44.8 766 34.1 919 40.2 742 29.6 919 37.1 732 W X 1201. 75.5 788 78.0 718 62.8 760 04,5 705 53.9 786 55.8 685 47,2 786 48.4 688 41.9 786 44.4 877 37.7 786 40.5 688 31.5 780 34.0 653 27.0 788 31.0 1141 23.8 786 20.4 831 e} 1441n 43.7 54e M2 604 38.4 546 37.0 498 31.2 546 31.9 491 27.3 368 282 .465 24.3 546 25.3 479 21.0 648 '22.8 474 16.2 1148 10.5 484 15.6 616 17.2 455 13.7 b4B 15.5 418 Q N Q Q Q Z TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q.-9 m0. AnchorCepaclty Table(lbs) ANCHOR CAP.,,,,,,,,,, w suDSuata 2.7K Oorclae 3.6x Cmc. .mow aaU FWea C61u Rr wood tads (DP,)X( )=ANCHOR CAP.,,, 316'Elto 114'SS Ekd 516'ERO 114'S5 Elto 410 Sled 412Stmi 01291001 MULLION CAP.,,,,,,,,, MthOr lypO 310'Elco Ullrmca V41 Elco UBmcon bUA o UlIncon 114'Elco Ugmcon Anchor Cllp Petteme Uftmcon AggeOalor ultracm AggrcBata screw(G5)Sum(05) Saw(G5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edga aslarce gn)' t' 2•V2' 1' 2.112 ave' 2-1Ir 1• 2-V2' r 3.Ila 2' o.4a' 0.54' 8.324' CAPACITY REQUIRED'CORRESPONDING TO AN 13/4' 1&4' 1-14' 1&4' 2- 1-14• 1414- 1-114' 1.1/4• 1414' Y faro• 1&8' rales ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancmrs@4.70 x9n O.C.I Stalewd orOMel CUp(F1g.19n 3901DS 30D IDS 450169 8Do IDS 16441DS 280 IDS 3540s 740108 3741DS s641bs 076165 34105 4421DS L60bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchor®2.68'1,1440.0.I Staldard(or0(M)CUp(Fig.3) 740Ibs 7401DS S30 to, 1465149 14241bs50D IDS NIA m51DS IIIA 690145 IUA 662lbs 8851Ds 1120119 CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Archers@1.71•MIn O.C./staldard(or OMet)C1p 09.4Y M51Ds 0501 7581bs 1046IIs IUA 705 It. NIA 709lbs NIA IUA IIIA 10221DS 1327 IDS 1680Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ancmrs@TtA1n.O.C./(2)216AMIe CUpsipg Q 780 IDS 7 DS 680 1b, 166DIbs IBMjbs 6401D9 RD IDS NIA 7601Ds 748 let 880 Its 1892 IDS 602 IDS 885 Its 1131165 CAPACITY WHICH MAY BE USED TO QUALIFY 6Anhors@5-MIn.O.C.1(2)2t5Argle Cups I pg.% 117009 1(70The 10201Ds 234D(bs 28M In 81 bs 840IDS IUA 11401te 1122lbs 13200& 28M[as 1022iDS 13271b `ISW IDS ADDITIONAL ANCHOR OPTIONS FROM THE 3Anctos @ 1.341 MIn.O.C.I U45p,Inlo.125'Alum(F4g Tx IIIA IUA NIA IUA IUA IIIA IUA NIA IUA WA IUA NrA NIA IUA 10731 ANCHOR CAPACITY TABLE. 6AO:t0rs@0.61-Min.O.C./UCrp,m1o.125•Alum.ft.B} II/A IUA II/A IUA IIIA II/A IUA NIA IUA IIIA IUA IUA IUA IUA 21 IDS PRODUCpRBVISED 2 Anchors@ 268'Min O.CJ FCUp(no 0) 370 IDS 370 IDS 3151bs 7431DS 71210e NIA 28001 IIIA 3401D5 11/A 440 IDS IUA 341109 442 IDS 66009 9s comPh'In8 aN7 lbu Fb4t41a• Buildlgg Coda 3ArctOr Q 1.71'Min.O.C.1 F131p(flg.10' 443109 525 IDS 379 ibs 07310; NIA IIIA 353 lbs IIIA 3001bf NIA IUA IUA 61109 664106 8701DS De NO + 0- 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. op'D �J FIGURE I: FIGURE 2- FIGURE3: FIGURE 4: 2.000' Inmi ad*Product Control • • • • • • • • TABLE NOTES: \ 1111111111j1j, 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR �� tJ Igo • • • • • GENERAL INSTALLATION METHODS. ��'��•'�1GENSE (�F�Q i FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • • .250' - 4.000° _ 79' No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRIELED IN - THE• FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE _• • • • • LOCATIONS. '-10•' L �`(rS ;' 111; STATE O- , FIGURE 7: FIGURE B: FIGURES: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '•.,F(ORIOH.•'- �� (FIGURES 566) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �, S`S .. • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 2'X 4"X.25'MULLION IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN IMVLLER,P.E. THREADS BEYOND THE MATERIAL.#10 6 412 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. FL P.E.ti 58705 TABLE13A Mullion CapAchy Table IboKe n >< Opening Width(for usrtida)y-sparring mullions)or Opening Haight(for hodzortall)spamirg mullions) 501. 601n To in 60 In gain 1001. 1201n 110N 1801, �`3c r: Rectangular Trepadong. Rectangular Tmprrdeng. Rectangular Tmpl7hang, Roclangdar TrapTdeng. Roclangular Ruprdang. Reclangdor Tmprrdang, Real gulor Trap/Tdwg. Roclongdar TiopRdang. Rwlangular Tmp/7dang. 2%61c.26 Loading Loadng Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Loodmg Ioadng Loading Loading Loading Loadng a: Alum.Tube p x x r a p z• p p a r u p p a p r n x r �a! 8 N MullionRk �� S. a� >3 � >3 9 g g $ g 3g@ 5� cRe 3g� S �� S� 3� S� 3s�` RR �P c�3 �& 3 c7� tl 3@ 3 � 3 iSa t3 � cY c3^ �` 5c• $C•n�o- r>>H� c5'�9{ s� � �$ �• � 8 mE �s{ a� 5� '9�` .63� .Fc`u 8� .§� �C• H£ S� ��, a� �. 5�' g a] 42 In 170.0 020 170.0 435 1 170.0 744 170.0 478 170.0 .888 170.0 506 170.0 992 170.0 519 170.0 1116 170.0J521170.0 1240 170.0 521 170.0 1488 170.0 521 170,0 1735 170.0 521 170.0 1981 170.0 521 O481, 170.0 706 170.0 524 170.0 850 170.0 584 170.0 692 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1683 170.0 080 170.0 2287 170.0 680 J W50.525In 170.0 747 170.0 563 170.0 888 170.0 631 170.0 1048 170.0 e64 170.0 1185 170.0 723 170.0 1345 170.0170.0 1494 170.0 756 170.0 1793 170,0 758 170.0 2092 170.0 756 170.0 2381 170.0 756 (n541. 170.0 707 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0170.0 1594 170.0 856 170.0 1913 170.0 801 170.0 2231 170.0 861 170.0 2550 170.0 881 mQIr601, 170.0 885 170.0 701 170.0 1063 110.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944170.0 1594 170.0170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 170,0 2833 170.0 1063 C03 is 170.0 930 170.0 745 170.0 1118 170.0 SW 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1073 170.0170.0 1659 170.0 1122 170.0 7131 170.0 1169 170.0 2803 170.0 1171 170.0 2875 170.0 1171 {, 66 In 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1088 170.0 1763 170.0 1155 170.0 1946 1 170.0 1210 170.0 M38 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z $ 0 72N 170.0 1003 170.0 878 170.0 1275 170.0 1008 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1188 170.0 2875 170.0 1529 170.0 3400 170.0 1530 j 761. 170.0 1172 170.0 937 170.0 1340 170.0 1080 170.0 1570 170.0 1209 170.0 1704 170,0 1322 170.0 _2019 170,0 1421 170.0 2243 170.0 16H 170.0 2892 170,0 1828 170.0 3140 170.0 1694 17MO 3589 170.0 1705 J d ZC Sc 781. 170,0 1161 170.0 967 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1471 170.0 2302 110.0 1564 170.0 2787 170.0 1700 170.0 3223 170.0 1717 170.0 3803 170,0 1788 Q J 901. 170.0 1328 170.0 1144 170.0 1594 170,0 1328 170.0 1858 170.0 1488 170.0 2125 170.0 1053 170.0 2301 170.0 1793 170.0 2858 170.0 1818 170.0 3168 170.0 2125 158.0 3413 170.0 2273 138.5 3413 170,0 2361 ZZ Z N C) 961. 170.0 1117 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1822 170,0 2287 170.0 1784 170.0 2550 17D.0 1952 170.0 2833 170.0 2085 180.0 3189 170.0 2338 137.1 JIBE 168.8 2470 120.0 3199 156.1 2428 N •• '35�O 108 In 170.0 168{ 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1670 170.0 2550 170.0 2078 164.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2761 140.4 2281 105.9 2781 125.8 2234 02.7 2781 118.0 2190 V5 N $ $ 111 in 170.0 1830 170.0 id54 170.0 1988 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2148 151.8 2832 1623 2245 136.8 2832 148.4 2218 113.0 2632 128.4 2188 97.6 2632 115,1 2128 65.4 2= 108.3 2098 � X 52 1201. 170.0 1771 170.0 1588 170.0 2125 170.0 1058 164.4 2252 159.0 1881 135.1 2252 141.1 1964 120.1 2252 127.2 1938 108.1 2252 118.1 1915 80.1 2252 89.8 1872 772 2252 88.9 1836 87.8 2262 81.1 1808 to j X iM in 125.1 158{ 128.8 1445 104.3 1581 108.1 1425 89.1 158{ 91.5 1407 782 1564 80.7 1390 69.5 ISM 72.3 1373 62.6 ISM 85.7 1358 52.1 1564 56.0 1330 44.7 1581 49.2 1305 39.1 1564 M.4 1283 UQ 04 Z O (] D-gg� fA N TABLE 136 ANCHOR CAPACITY ADJUSTMENT FORMULA: F 0 m� Anchor Canacltv Table libel ANCHORCAP.,�,,, SSI 6uDslmle: 2.7kComreto 3.SkColso. Mow CMU FWwCMU PT Wood Metal (DF;,,)X( )=ANCHORCAP..„ 5/16'Eke 1/4'SSEko 5116•Eloe 114•SSEk0 #IOSleel 012SIee1 a12Sled MULLIONCAP.,,a,,,,, Anchor Clip Patterns AnclwrType: 311E Eko Ulbocw 1141 Eloo U11-an UlOacw 3116•Eko Ulumon 114'EL Uleeew AggmGalor Ultmeon AggreOalor Screw(05)S-(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Di3t4rwa On): 1• 2-Irr 1• 2-12• 3-1Ia• is 2-12• 1' 2-12' 2• 3.118' T 0.48' 0.54• 0.321• CAPACITY REQUIRED"CORRESPONDING TO AN EmbMmen!pnr 13/4' 1.314• 1.3/4• 1-3/4' T 14/4' 1-i/4• 1.114• 1.1/4• 1.1/4' 1-114• 2' 1.31E ta/8' ,odes ACTUAL PRESSURE REQUIREMENT FOR THE 2Amara Q 4.7E Min.O.C./Standard or OOsol CSp(Fig.1&2) 390 las 3Wl1as 450 Ibs 640Ib3 1844lba 2701bs 260 lbs 354 las 7401bs 374 Ito 661 lb. 9461as 341 lbs 4421bs 660 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohom Q 4.68'Min.O.C./Standard WO8ae0 Clip(N.37 780 IDs 7801b3 9001bs 160 @9 3232lb3 5401Ds 5601M 708!as 1460 IM 7481bs 1272Ibs /8921ba 682 1b. 6851bs 1120 Ibs CAPACITY(FROM THE TABLE)OF THE SELECTED 8AnehmaQ 1.71'hiln.O.C. Stendard(orObse0 Clip(Fig.47 11801as 140011,3 10101b, 25951bs WA WA 940 IM WA 10651bs WA WA WA 1363W 1770 lbs 22401bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnoWs Q 3'Min.O.C.1(2)&5 Angle Ceps r(FIg.5): 780 IN 780 IM 68010, 156011as 1896 las 540[as 560 11a WA 7601x9 748166 880Ibs 1 1892 IM 662163 885 Its 1120 lbs CAPACITY WHICH MAY BE USED TO QUALIFY BA.ohom Q V Min.O.C./(2)WAngla Caps f(Fig.6): 156016, 156011ae 1360 lbs 3120 lb. 37921bs 1080 lb. 1120 ft WA 1520 Rao 1498 IM 17601bs 3784 IDs 136315, 1770 las 22401x9 ADDITIONAL ANCHOR OPTIONS FROM THE 12A.hws Q IX Min.O.C.12)2a5Angle Cops/(Fig.71: 160010, 2100lba 1440 lbs 3780 lb!_ WA WA 1320 1b, WA 15001to WA WA WA 2045 lbs 2864 Ib, 33101bs ANCHOR CAPACITY TABLE. RODUCrPMVIS)� 4 Arwtml9 Q 1.34'Mtn.O.C./U-01p,Into.12Y Alum.(Fig.8} WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 Ibs wmp171ng whb ftFlodd0 B Anohoro Q0.8/'l,Un.O.C.f llCllp,Nlo.125'Alum.(Fig.01: WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 268110, F'-2.000•---1 andlaB�o •�,yjOS 2AncAom Q4.88'h1(n.O.CI F-Cep(Fig.10): 300 1b, 390 ks 4501W 690Ito 18161ba 270Ibs 2BOIbe 35410s 74010, 374 He 6361Ds 048Ibs 3411Ds 42 Ito 5601.06 1oocptmlw No Date 4 Ara;MmQ1.71'AIfn.O.G7 F-Clip t.ll): 5901.06 TOO m, SOS Ibs 12981Ds WA NIA 4701.03 WA 5331.0, WA ,WA WA 6821bs 8851as 112016, NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, '1 TABLE NOTES: •Alami Dwle Prodw Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 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. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��-.•'�\CEPISE ••,'P • • • 6.000' `i.• -•,it 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS No.50705 • • • • • • • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOW WG DIMENSIONAL RESTRICTIONS SHOWN ON - FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - VAPT! Q`= ANGLE -O S •(I_ CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED u (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED ',�,<•'•.,•fLOR\DP.•' • • • • • • o • MUS T BE YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126' �' • • • • • • • • USED N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO '�/ir5'S ON O-`�` PAIRS, BE AT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X e•X 25• A.LYNN�vIILL1ER.P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.# E"' TABLE14A a, Mullion Capacity Table IbsHe a � Y Opening Width(forvertically-spanningmLillons)or Opening Height(for hoilmnlally-spenring muillons) 501n 601. 701n 801n 901. 1001n 1201n 1401n 1601n $ 3330 Reclergular Tra#Tdarp. Rectenouar Tmprrdang. Reclenguer TreplTderg. Reclergelar TrapTdalg. ReclongulaI Tretrafarg. Reclancular 'Trap/rdang. Reclangular TrWTdarg. Reclergular Lep'rdarg. Rectangular Trzyrdang. d t 1.26"x 2.11" Loading Loadire Loading Loadllg Loa4Ug Loa6rg Loadug Load9g Load9g Loatling Loafing Loading Lnadlrg Loatling Loading Loatling Loafing Loatllrg x.126"Alum 04 LU Tube Mull s g B € I s s s s s $ s sa gym 421n 144.2 526 167.0 428 120.2 526 148.8 419 138.9 414 90.1 526 134,8 411 80.1 626 134.1 411 721 528 1134.1 411 60.1 626 134.1 411 61.5 526 134.1 411 45.1 528 134.1 411 ryj 48N 88.8 407 109.0 333 60.6 403 94,7 325 86.4 320 60.4 403 61.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 78.8 314 34.5 403 78.6 314 302 403 79.8 314 _ 60.625 In B23 362 91.0 301 688 362 79.3 294 71.9 289 6L6 362 67.2 286 45.7 362 84.6 284 41.2 361 1636 283 34.3 362 63.5 283 29.4 362 63.6 283 25.7 362 63.5 283 2 A 0 $ 64 In 67.8 318 74.1 267 685 318 612 261 57.7 256 424 318 63.5 253 37.7 318 50.8 250 33.9 318 49.5 249 283 319 49.1 248 24.2 318 49.1 248 21.2 318 49.1 246 LU 0 C BO In 48.5 258 53.1 210 41.2 258 45.7 214 8 40.T 210 30.0 258 37,2 207 27.5 268 ;l," 204 24.7 258 .33.4 203 20.6 258 32.2 201 17.7 258 322 201 15.5 268 32.2 201 I=-' r� co J 61 In 427 234 45.6 200 35.8 234 39.1 195 4 34.7 192 287 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.6 234 28.6 183 15.3 234 26.5 183 .13.4 234 26.6 183 W j 681n 31.2 213 39.4 183 31.0 213 337 179 3 29.8 176 23.2 213 27.0 173 2EL 0.6 213 25.1 170 16.6 213 237 169 15.5 213 22.2 18T 13.3 213 220 166 11.8 213 22.0 166 Z U)d m g 721n 28.6 179 30.1 155 23.9 179 258 152 9 22.5 149 17.9 179 20.3 14T 15.9 179 1&T 146 J 7B In 24.3 161 25.4 140 20.3 1fi1 2L6 137 17.4 161 19.0 135 152 161 17.0 133 J �r; U Z 78 In 226 1 162 23.6 133 19,8 152 19.9 131 16.1 152 1 17.5 128 Q iia TABLE 14B ANCHOR CAPACITY ADJUSTMENT FORMULA: 1: Z N Anchor Capacity Table pbs ANCHOR CAPX co CD Sustmtc 2A Ccncmla 3.8c Ccrc. Hoeow CMU FeledCMU PTWood IAua (DP)X( )=ANCHOR CAP.N, (0 P/CD E� MULLION Ullm n -'SS ExU 6116'Elco flq'9S Exo p10 Sletl tl12 Sieel tl12Sleel (\j Of x S2 AnehorClip PaHame Areherlypc 3116•Elco Ullracon' 11,V Me UH=aa 0116 Elco U6mcon 1/d'EICO UIUaCm W unrxon AggeGala Ullman AgyeGaor S-(G5)Scr (e5) Scaa (G5) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge mslame(In) t• 2-12' 1• 2-1m 3-1191 1• 2.12• 1• 2-12• r 3•V6• r o.d6• O.5(• D.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fm6ad.Ef11(lnT 1a4• 14.4• ta4• 1374• r 1•ud• 1.114• 1.1x4' 1-114• 1-114' 1.114- r 1a8• tae• rates ACTUAL PRESSURE REQUIREMENT FOR THE U a Q ?� 4 AMbOm drJ T hero.O.C.! 245A.21e taps/(F1g tT home 7m lba fi801as 15691as 1E96 IDS 640los 560ms WA 7/n lbs 745 IM 980 IDS test l5a 682105 88526 14301m OPENING,WHEN IT IS LOWER THAN THE MULLION Q � Z O O CAPACITY(FROM THE TABLE)OF THE SELECTED O"8 A01) MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. I�1 288•--I ' I tsvi IyeFlorida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. I wa1p'�Q with uiiding OOdc O O FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �gIC / • � 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. ANGLE CLIP MUST BE USED IN PAIRS. El- YELLOW FIGURES SHOW SUGGESTED•APPROXIMATE HOLE LOCATIONS. 125• 7//4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROl1T-FILLEDCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125• 1 Q• F 'P THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.126*MULLION ••,yg LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ NO-58705 THE MATERIAL.910&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. Gi S"ATE�F� •�<oRID�.•''G��,: '//1n11tt`, A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A „ n Mulion Capaotty Table(Ibste) �#+ _ Opening Width(for var8rslVsparrirg mUlions)or Opening HeIGht(for h3rizontaiVspanning mUlions) 501. 601n 701n 001. 1 90 In 100 In 1201n 1401. 160 In Rectangular T)aprTdang. Rects"Wor TiaPTAang. Rectangular T.Pmang. Rectanguar TneplMeng. Rectangular Rep'Tdang. FtWenedar Trop(Tdang. Reclenwlar TreplTdang• Rectangular TrapRdang. Rectangular Trep'Tdong. o da❑c 3.26'.30 .26"30 Leading Loafing Loafing Loading Lowing Loading Loading Lowing Loadng Loading Loadng Loadng Loading Loadng Loadng Loadng Loadng Lowing DEO.AL p r r r r ,� r p a r BAYMULL Ti^ $ •g 6r � a � � � � B x a a� allas a04 fi g fip ts. fizz` 63� fi s 5 s s fig �3 "p' 6. a s 1s. sig I; s s. s- p� s s '- CO ac IJ s �� .I a �a� ��. ds�. dg� E� d� ��. dip �r�. drc� 0 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 6611 170.0 We 170.0 892 170.01 519 170.01 1118 170.0 521 170.0 1240 '170.0 521 170.0 1468 170.0 621 170.0 1735 1 170.01 521 149.1 1740 170.01 521 1 'D W 48 in 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1522 170.0 680 130.6 1522 170.0 600 114.2 1522 17D.0 660 _ 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0681 170.0 1195 170.0 723 170.0 1]45 170.0 747 1642 1447 170.0 756 138.9 1443 170.0 756 117.3 1443 170.0 756 102.6 1443 170.0 756 W O❑ 0 F- 64 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 160A 1351 170.0 637 144.3 135] 170.0 856 120.3 1353 170.0 881 103.1 1353 170.0 861 00.2 1353 170.0 861 m O ~ U), 6041 170.0 BBS 170.0 701 170.0 1083 170.0 797 107.0 1210 170.0 878 148.1 1218 170.0 1144 128.8 1218 159.8 938 116.8 1218 1621 024 97.4 1218 150.1 913 83.5 1216 148.1 913 711 1218 118.1 913 h J 63 N 170.0 930 170.0 745 170.0 1116 170.0 860 1602 1150 168.0 033 131.4 1150 153.0 914 116.8 1150 141.0 698 105.1 1150 134.2 86.5 87.6 1150 126.7 071 76.1 1150 126.2 870 65.7 1160 126.2 870 W Z) f1 m � 68 In 170.0 974 170A 780 1521 1048 165.6 Bel 130.6 1048 USA 884 114.3 1048 133.1 850 101.6 1046 123A 839 91.4 1018 116.8 630 76.2 1046 109.4 821 65.3 1048 108.2 816 57.1 1018 100.2 810 C 72 In 140.8 860 147.9 764 117.4 800 126.0 746 100.6 080 110.8 734 68.0 880 100.0 722 78.2 080 92.0 112 10.4 880 88.2 703 58.7 860 79.2 693 50.3 880 78.5 880 44.0 800 76.4 686 761. 118,7 700 125.1 690 99.8 790 108.1 676 85.5 790 93.3 663 74.8 700 019 652 08.5 780 76.9 643 59.9 790 71.7 835 69.9 760 65.1 824 42.8 790 62.1 619 37.4 790 61.5 617 781n 110.0 750 116.5 657 92.3 750 98.f 844 70.1 750 85.0 632 69,2 750 77.1 621 51.5 750 70.6 612 65.4 750 65.7 805 46.2 760 $9.4 $94 39.8 750 58.2 588 31,6 750 55.5 500 F }Q Q N O 901. 72.1 563 74.4 500 60.1 563 62.9 491 51.5 563 54.8 483 45.1 683 48.9 475 40.1 667 45.4 486 36.1 563 40.9 462 30.0 863 38.2 452 25.0 563 33.3 445 22.5 563 31.8 442 Q m Z 00 O f- W 4;z 110 g.- 9fi in 60,4 485 61.1 443 49,6 405 61.6 415 12.1 495 44.8 427 37.1 495 39.8 421 33.0 495 36.1 4115, 28.7 695 312 409 24.8 495 29.1 400 21.2 495 28.8 794 18.8 485 25.0 390 (n (L 3 0 0 1081. 41.7 391 12.6 353 34.8 191 35.8 348 28.8 391 31.1 312 26.1 391 27,6 ]37 2]2 391 21.9 311 20.9 391 228 370 17A 391 18.7 J2f 14.0 391 17.8 315 1111. SB.4 370 31.2 335 32.0 370 33.0 330 27.5 370 28.6 325 21.0 170 25.3 320 21.1 370 228 318 192 370 20.0 312 10.0 370 18.1 305 Y 1' d p fn l/) 1201. 30.4 317 30.9 269 26.3 317 26.0 284 21.7 317 22.5 280 19.0 ]77 18.9 278 18.9 317 17.9 273 (..) M Q O O 1441. 17.8 220 17.8 201 z m w S o TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: y@ �m� Anchor Capacity Table Ibs ANCHORCAP.,�,,,,,• Substrele: 2.7k Concrete 3.5k Cono. Hallow CMU Filled CMU PT Wood Metal (DP..)X( ANCHOR CAP_ Sr16•El.. 114'SS Eko 5r IV Elco 114•S9 Elco 010 Steel 012 Steel 012 Sled `MULLION CAP. ,, a Anchor Clip Patteme AneMrryPo: 3I1G Eko UlOacon tld'Eko UI6acOn Ul0ma1 3I76'Eko Ultnacon 114'Elco Uluecon Aggreoator Ulwcon AggreOalor Scraw((35)S-((35) Sefew(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Distance(in): r z-1rz• t• 2-In• a-v11' 1• z-1a• r 2-irz• 2• 3•ua• z• D.Ia• 0.51• 8.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(in): t-314' 1.314' IVI1-314' 2' 1.114• VIA, 1-114• 1.114' 1.114• 1.114' T 130• 1-318• wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2Atwh s@V Min.O.C.1(2)215 Angie CIPS/(Fig.1): 39016* 390 1b. 450163 89016* 1700.0 70 lbs 280169 354 lb. 7401bs 3741bs 720lbs 94616* 341 lbs 442163 560[be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 A.M.®3.5'MIR O.C.l(2)2,5Angle Mpa 1(170.2): 780 lb. 76016* 700 Ibs 1670 lbs 2525!be 640 lbs 560 Ibs WA 1120lbe 7481ns 88016s ISW Ibs 662 ins 685lbs 1120lbs CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchors®2.7V Min.O.C.1(2)245 Angla Gips I(Fig.3): 1120 lbs 1120163 958lbs 22461b3 2254 lbs WA 840[be NIA 105916s Wn 132016* NIA 102216* 1327Ina 1eaelo, MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1RODUCYREVISLID ANCHOR CAPACITY TABLE. uwulptyingwilhtbe Flo do FIGURE 1: uldlOg COAs _ TABLE NOTES: tmlm No� • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. `` Oto SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. EA101.1 ado Pr uct Coht7ol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1(I I I I r 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. .125" \�� ON{ LYNnV • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30° :�� ' LICENSE' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ?,•' '•.'P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' _\ 1�' No.50%05 '7Y FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED -_ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• --U THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY -7Ute'� ST LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION .• • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. (` ''•F<ORIOA,,'' \�\` ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. '",'910NA1. A LYNNIMILL�4R,P.E. FL P.E.#58705 TABLE 16A mil Mullion CripaoKy Table Pate) � Opening Width(for verfically-spanning ImUlions)or Opening Haight(for horlzontollispanni mullions) - G! 't 501. 00 In 701n 60 In 001n looln 1201n 1401n 1601n p Reclangular 'imp/7dem. Rectanguar Tmp/Man. Rectangular ha3JTdang. Reclenadar Trap7den0. Rectangular Tiep(Ti.g, Rectangular iraplTdang• Rectangular TreprMeng. RectmoAar Tmpridam. Reclanp,lar TreplTdom q 3.26"46 Loading Loafing Lmdng Loadn9 Loadeg Loadng Lmdng Lmdng Load'mg Loadcq Lmdng Loadden Lowing Loafing Loafing Lpadag Loadna Loadnil ny 2 U DEG.AL �$ �s � �s� aag� •o a. � 73�G7 Q _ foF�g g 8 > 13 - F uy a 2Tal BAYMULL B 13 �. s s8 a 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 886 170.0 600 170.0 692 17a.0 Sig 170.0 1118 170.0 521 170.0 12401:170.01 521 170.0 1468 170.0 521 170.0 1735 170,0 5: 180.3 1871 170.0 521 J W 46 In 170.0 708 170.0 524 170.0 650 170.0 S64 170.0 982 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 617 170.0 (417 1170.0 880 163.7 1637 170.0 680 140.3 1837 170.0 Sea 172.8 1637 170.0 680 N 50.625 In 170.0 747 170.0 583 170.01 890 1 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.01 1345 170.0 747 170.0 1494 :170.0 756 147.11 1552 170.0 758 126.1 1552 170.01 758 110.4 1552 170.0 758 W C3 0 SAN 170.0 797 170.0 812 170.0 BSB 170.0 891 170.0 1118 170.0 754 170.0 1215 170.0 603 1 170.0 1434 170.0 837 155.2 1455 170.0 850 128.3 1455 770.0. 881 110.8 1455 170.0 681 07.0 1455 170.0 861 M 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 167.7 1308 170.0 044 130,7 1309 170.0 088 125.7 1308 163.5 994 104.8 1309 IVA 982 89.8 1309 157,1 052 78.8 1308 157.1 982 h � to � 2 U1 831n 170.0 030 170.0 745 ,170.0 1118 170.0 850 162.0 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 1529 965 114.0 1247 1413 952 85.0 1247 1302 036 81.4 1247 135.7 035 71.3 1247 135.7 935 EL 681n 170.0 974 170.01 789 170.0 1169 170.0 1 903 148A 1190 183.7 965 129.0 1100 147.0 045 115A 1190 1365 920 103.8 1190 128.4 014 88.8 1190 119.5 896 74.2 1180 116.1693 64.0 1190 1111.1 693is Z g m c 72 In 161.6 Will 169.8 077 134.7 1010 144.0 659 115A 1010 1272 842 101.01 1010 114.7 828 80.8 1010 105.6 817 60.6 1010 98.9 607 67.3 1010 90.8 705 57.7 1010 67.6 790 50.5 1010 87.7 760 j W J 781n 137A 008 143.6 792 114.5 BOB 1270 775 88.1 908 107.1 761 85.8 906 88.2 749 78.3 806 882 738 88.7 1108 82.3 729 57.3 SOB 74.7 718 49.1 906 71.2 710 42.8 908 709 708 c Q } c r g 70 In 127.1 861 132.5 754 105.8 681 1125 730 90.8 661 98.6 725 78.4 881 66.5 713 70.6 Bill 61.0 703 63.0 861 75.4 884 53.0 b1 88.1 681 15.4 881 84.5 875 38.7 881 83.7 812 Z Q Q N C 801n 627 848 85.4 574 80.8 648 771 564 59.1 646 02.9 554 51.7 648 58.1 545 46.0 846 50.9 637 41.4 646 47.0 530 34.5 6411 41.5 Sig 29.5 846 38.2 511 25.0 848 38.5 507 IQ-• W Z _I O OB In 662 668 70.1 506 66.8 668 59.1 499 46.7 588 5fA 481 42,8 568 45.0 487 37.8 586 11.4 478 34.1 588 38.1 470 28.4 568 33.4 459 24.3 SBB 30,5 452 21.3 568 28.7 447 (A LU 115 0 IO61n 47.9 449 46.8 405 39.8 448 412 3A9 362 Ole 35.7 383 20.0 /4B 31.7 387 x6.8 449 28.6 382 23.9 448 28.1 377 20.0 449 22.7 308 17.1 448 20.4 381 15.0 449 18.9 3511LLI (D III In 44.1 425 45.0 385 38.8 425 37.9 379 31.5 425 32.8 373 27.8 425 29.1 387 24.5 d25 26.2 382 22.1 425 2{.0 358 18.4 425 20.7 350 15.8 425 18.8 341 0 F 1201n 34.9 384 35.5 331 28.1 364 28.8 3213 24.8 384 25.8 321 21.8 364 278 317 18.4 384 20.5 313 77.5 384 18.7 309 UQ Q Q O 1M In 20.2 257 20A 233 16.8 253 17.1 230 �� Z TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(lbs) ANCHORCAP.,,,�,,,,, Subslmte: 2.7k C-1. 3,5kCono. licemCMU FNedCMU PT Wood Metal (DP)X( )=ANCHOR CAP.,,, 5/76•Eko 114•SSEko 6116'Elco 1/4'SSEIeo 01051ee1 012Ste e1 412SteN MULLIONCAP.,,a,,,... Anchor Clip Patterns Amba Typo: 311G Elco Ultracm 1/4•Eka Ullmcm U10ec� 3/16'Eko Uluacon 114•E140 UI0eom Ag9rcGelor Macon A99reGaIm ScreW(G5)S-(GS) S-(GS) US E THIS FORMULA TO OBTAIN THE"ANCHOR Edge Mlmme(.): 1' 2-11r 1• 2-1R' 3-116' 1• 2-IW 1• 2.12- 2- 3.116' r 0.48• - 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embed-1.Bnl "4' 1.314' told' 1.314' r 1-1/4• 1.1/4• 1-1/4• 1-1/4' 1414• 1-114• z' 1516• tare• de Me ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchu.@5•Nita O.C./(2)2x5 An910 Clips I(Fig.i$ 390 Its 390lba 450lbs "am 17001m 270IDs 2801bs 354W 740 lbs 374 lbs 7201bs 946W 341 lbs 441-W 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aochm®3.5'Min.O.C.1(2)2x5 Angle Ceps 1(Fig.2): 780 lbs 7601bs 7801os 16701Ds 25251os 510 10. 560 lbs NIA 11201bs 743 W 880Im 1892lb. 682 lbs BBS Il» 1120[as CAPACITY(FROM THE TABLE)OF THE SELECTED B Anchm.92.71'kiln O.C./(2)2x5 Angle Clam I(Fla.3): fiP015s 11201bs 9.lbs 22481bs 2254Ibs WA I 640lbs WA 1059 it. NIA 13201bs WA io221bs 327 In-F 696 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANCHOR CAPACITY TABLE. ps conl( a 11yIn$with the Florid But19(OAftidelj O TABLE NOTES: A=phuv NO3. .. port 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. / fi SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY a&Product Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11111 1111)// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. \IVpNY,,....,,Mqe • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .126• 45° �'�.•'�10ENSF '•,F.Q FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. C 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' f• No.50705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' 'O THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 45°BAY % � tq�l TG LL/Z LEAST.126'THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATLEAST 3SCREW THREADS BEYOND MULLION T '•. P,.•'•\�� OR10, • • THE MATERIAL 910&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. L % Fss•F �G ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. , A,LY�fS MILLER,P.E. FL P.E.#58705 1-1.000-1 .250'--i o � x --I 1.000' 1.000" �•-1.286'---i �� --•� 1.000' f~ 1.000' (-- .125" 1 Ia .125' . 2.750' 2.750' .125' 3.125" .125' 3.188' U.126' 3125' .125' 2.000° 2.000" 2.116" N 125' 265" 125' Zg4 375650B Y m g J)500' O T T -T -f T .900' T w 1'X 2'X.125'MULLICN 1'X2"X.376'MULUON 1'X 2.75"X.375'MULLION 1'X2.75"X.650"MULLION. 1'X3.125"X.5'MULUON 1.25'X 3.188'X265'MULLION 1.26'X2,11'X.125'MULLION Q Q 8063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 8083-TB ALUM. 6063-T6 ALUM. 6063-TB ALUM. 6063.76 ALUM. O XSECTION XSECTION XSECTION X-SECTION XSECTION XSECTION XSECTION _ LU U) O F Q ZU) }-�F••-.126' {-�x.125' -.{I--,125' U Ir TABLE A W z Value(In) For Mu STANDARD CLIP I I 2X6 ANGLE CLIP Dimension Valllion: 2 000, 6063-TB ALUM. 2 125" 6063-T6 ALUM. = Q T� } XSECTION U-CLIP 2.000" XSECTION q 1.625 J D-o rcZ I I 6063-TB ALUM. 1'X2'X.125' ¢ J � 125' XSECTION I 125' B 2.654 Aluminum 1-- U Q m o L C 0.895 Tube Mullion Q Q Z N r 00 D 1.740A 1.126 Z� 8c:' 740'F-- B 2.404 1'X2'X.375' Lu 9 Y `1 Aluminum 5.500" CUT HERETO .375' C 0.635 F rn to .375" 3.125' -{_CREATE F-CLIP,SEE MIN: 15.000' Tube Mullion V ¢ O O .490 MIN. DETAIL F.SHEET I .375'MIN. q 0,875 1101.338"MIN. r--------� r-------- --------------------- B 3.000 1"X276"X h o I I I I I ' A A I U-CLIP A 1---------I 0rc-� L_ _____J L_______J 6063-T6 ALUM. `- '---------------' 2X5 ANGLE CLIP C 0.757 .376AIUminum TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion _ TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Mn. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE A 1.312 1°X2.75"X ZCENTE- OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR .THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1116". B 3.000 .650' SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 6-17 FOR THE D D836 Tube Mullion ANCHOR D.C. TABLE B DISTANCE.MAXIMUM q 2.000 RODUCi•RBVISBD ANCHOR HOLE POT Part# 1"X3.126'X l w�Ylllawhh the 111wide 5.500' 376' Mull Dimension(sheet B 2.637 analog Sk4 DIAMETER:ANCHOR Mullion Std.Clip Offset Cllp U-Clip Angle Clip .500'Alum y�Ne .375" MIN. DIAMETER+1116". C 0.863 Tube Mull r- I ale MIN. 1"X2"X.126'(5) 66605 666113M 6661118M 666243M 666511M D 1.137 BY --- _______ ________- 1"X2"X.376"(6) 666006 666114M 6661119M 686244M 666512M A 2.625 11uW ade Product Conuol j- --- j 1.25°X3.188' I 1"X 2.76'X.376-(7) 66607 666115M 6661120M 666246M 666513M B 3.262 X.265'Alum III � I i. -- --- I B 1"X2.76"X.650"(8) 66608 666116M 6661121M 666246M 666514M c 0.862 D 1,762 Tube Mull \\O�y LYNN i i D i 1"X3.125"X.500"(9) 66637M 6661116M 6661114M 666242M 666516M ��,.'\'ICENSF''•�F� % 1.28'X2.11"X 1.28'X3.188"X.265'(12) 66641M 6661117M 6661113M 668241M 666516M A 1.813 .121'Alum �•: u -------J -------' �1. No.58705 1.26"X2.11"X.125"(18) 69370 NIA NIA NIA 666517M Tube Mull - O OFFSET CLIP NOTES: -'O•'. /'rZ�( f S:•I 125• 6063.76 ALUM. ST TE OF "g 12 , TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %,O%\ F .740"44-, '•. LORIOP•'' 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. //� s`5'10NAL e A.LYNN MIu1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 70 P.E. FL P.E.#588705 - 1.000• f- -1 1.000' f- 1.osz•-1 740' .063' .385" @ X .062" -- - -j"'� .125" .062• . 10 438' FI _ - I �3 4.000' •125 STANDARD CLIP 4.000' 4.000' 2.000' I 16.2.825' 663-Y6 ALUM. L LIP a U-CLIP 2.000' 125• XSECTION M. I I 663-T6 ALUM. IN .125" 04 .12b' .125' •125" XSECTION L N m .031'I ZN W L .125' 175 125 T CENTER OF ANCHOR HOLE MUST LIE WITHIN THELLI 37b' '155, .376' DASHED BOUNDARY.SEE SHEETS 5.20 FOR THE 2 T ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR m _� I -T HOLE DIAMETER:ANCHOR DIAMETER+1116'. W O� O 1'X4'X-125' 1'X 4'X.375' 1'X4'X.376' 5.500' m Z M 1-- MULLION MULLION 'T'•MULLION CUTHERETO 375, 5.000" 375, O tG J 6063-T6 ALUSECT( N 66SECTI N 66SECTI N 375• 3.125'{_CREATE F-CLIP,SEE MIN. J X-SECTION X-SECTION XSECTION MIN DETAIL F,SHEE74 Z S25 .375' Z W m ----------- p r_______-� I r_______� CENTER OF G I I i ANCHOR HOLE j j MIN. 'Lv 1.250' t26 I J d I I 1 1 MUST LIE WITHIN I I I I I I I I THE DASHED I 1 I I I F BOUNDARY.SEE ___ ___ SHEETS 5.20 FOR F LI a Z 2.875• I I I I THE ANCHOR O.C. i CO 0 O gr 3 i I I i i F DISTANCE. XIMUM I I Z o S 3.250' 3. I I I I ANCHOR HOLE i I � S2 S2 I I I I I DIAMETER: .100' 0000' J LJ ANCHOR �-------------------DIAMETER+1/16'. Q g 0 0 XSANGLECLIP .100' 28 63T6 ALUM.4' 4' rt STANDARD CLIP U•CLIP 6063-T6 ALUM, 663-T6 ALUM. TOPVIEW °�� -i.820'I- --1 .820' 1- --1 .820'1~ CENTER OF ANCHOR HOLE MUST LIE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE 1.25'X3.25'X.100' 1.25'X3.25'X.624' 1.25'X3.94'X.624' SHEETS S-20FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dl me nsionj Value(in)I For Mullion: Dimension Value(In) For Mullion: 6005.75 ALUM. 6005-T5 ALUM. 6005-TS ALUM. DIAMETER:ANCHOR DIAMETER+1116'. F 3.687 1'X4'R F 1.938 1.25'X3.25' X-SECTION XSECTION X-SECTION O 1.000 .125' O - 0.56 X.824' 3.469' 5.590" H 2.68D Aluminum H 1A38 Aluminum 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661' 126. .375' .375' F 3.187 1'X4'X F 2.825 1.25'X3.94' 1.877" MIN 1.377' •125' � I O 0.767 .375' O 1.126 X.624' ROAUCT. -__ ___� r_______� T H 2.430 ube&um H 1.500 Aluminum uwropl}tnBwlULlhc)'1^rlda��s I I I I I I 3-000 Tuba 8'T I 3.250 Tube Mullion uIld�80odc 2�.. /it I i I i F 2.250 .1.25X3.25' F' 2.813 301 Be Mull m�tanw N0 / .126" I I I I I I I G 0.760 X.100' F 2.875 145-Bay Mull .125' 45° 2.250' i i I i i I H 1.500 Aluminum 30' 1 I I I I 3.250 Tube Mullion ado Product Control I I H I 3.250' 1111 I I I l l7 45°BAY MULLION I 3.250' I I I I I TABLED pOT Perth � V L HAS 30*BAY MULLION 663.76 ALUM. Mull Dimension `� �ph� •,....,, /(� 6063.76 ALUM. I XSECTION J I J (sheet#) Mullion SId.Clip OtlwtClip U�IIp Angle Clip ��'<•.•'',\CENS,, F� �i� XSECTION G OFFSET CLIP I-X4'X.125-(10) 69364 666111M 6661122M 666241M 658518M �_P' •'.,�C 7 I .125' I 663.76 ALUM. 1'X4'X.375'(11) 66610 - W112M 6661123M 666242M 666519M - » No.58705 •228'J .226"T�,981'�•I TOFVIEW l'X4'X.375"T(11) 66653 668112M 6NI123M 666242M 666519h1 NOTES: •740• CE 1.25'X3.25'X.10G'(13) 20160 6661127M 6WI124M 6662410M 6665116M ='O'. tom( �� ..' 1.25-X 3.25'X.624•(14) 20161 6661128M 6681126M 662411M 666118M '• r/� 1 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ;p`, SATE F 1.25'X3.94'X.624•(15) 20162 681117M 6661120M 666241M 66517M :'��. •.,FCORIDP.•'•G�� 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 86649 WA WA WA 6665110M 45 Degree(20) 88850 WA W "s'S(ONAL A WA 6685111M A.LYN�IIM)LL�R P.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 TABLE E Mull Dimension PGT Part# e (sheet#) Mullion Std.Clip I Angle Clip '��' •125" �{(- .125' .{F. ,1z5' �x� 2"X4"X.25"(16) 66602 1 666261M 660271M 6865112M r Ila • o 2"X6"X.25"(17) 66604 666282M 666272M 6665113M I STANDARD CLIP I U-CLIP I 2XS ANGLE CLIP o d 6083-T6 ALUM. F6083-T6ALUM. 8083-T6 ALUM. o= O 2.000' XSECTION 2.125' X-SECTION 2,000• XSECTION tl NOTES: LO 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125" I ,125" .125' DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L U) �iN 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE T O HOLE LOCATIONS. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.500' _ CUTHERETO Q $ N 3.600'�� CREATE F-CLIP, 5.000° _375' W U) O O 2.000' .375' 'C _SEE DETAIL F, •375" MIN. m Z M ~ MIN. SHEET4 MIN. '375' O 10 J U) J ------------ ________� __ __ Z Q r_____________________l Z WZ m W 1 p o rcZ 4.000' I I I I Q J `' �C- -I-- --- --I- 3.438° Q + 3.438' Ce 1------ I .250' 2"X 4'X.25' I I Z V I Z ¢ 3.438I Z MULLION Q 6083-TB ALUM. � Q.0 X•SECTION .375' 9 8010 _0 o' L---------------------J MIN. LU Q J CI) Q L- STANDARD CLIP 2X5ANGLECLIP U Q U-CLIP,6063.76 AL UM. Q O O CENTER OF ANCHOR HOLE MUST LIE 8083-T6 ALUM. SED FOR 2"X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8063-TB ALUM. a Z Q � •2`•�� WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g o m O Q SHEETS S-20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHORO.C. 52'gd' 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'. SHEETb.5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER ANCHOR DIAMETER+1116'. --2.000'--i .375. 3.500' CREATE F-COP, ,375" 5.000' MIN. rC _SEE DETAIL F, 375' SHEET MIN. MIN. .375' ----- -- ------ ------ -- -- r-------------------- 1 1 I I I I I I I uosplyingwh/hlth�e{Floride I I I !tNo ti4c I I I I � � Product onvoi _I-_ 1_ 4.688' .250" 6.000" 4 -1--- - 1 r 5.438" --------I i \1 / 5.438' I 5.438' 11 1 NN 2'X6'X.25' I I I I a'��,.•'��CENSF'•,FAQ MULLION 8083-T6 ALUM. I I I I _�)rC XSECTION No.58705 I I j .375" `-------- ------ L=------' - L------------ MIN. - � -- - ---------' - R . Z� %�Q'•, STATE O STANDARD CLIP U-CLIP 2X5 ANGLE CLIP i��•'•FCORIO?.•'Gi`C; .250' 6063.76 ALUM. 8063-T6 ALUM. 6003-T6 ALUM. �� \ss/ �'.. TOP VIEW USED FOR 2"X 6'MULLION.SHEET 17 TOPVIEW �NA1-r�� TOPVIEW A,LYNN MILt!�R,P.E. FL P.E.#58705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. n No ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=65'.REFERENCING SHEET 25,THE COLUMN USING - - RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED aA DESIGN PRESSURE,OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. x� a SEE SEE FROM TABLE 3A,SHEET 7,THE P X 2.75'X.375-MULLION(LENGTH=72',OPENING WIDTH=70`)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD �� O FENESTRATION DETAILS, o C u PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION. APPROVAL 2J FROM TABLE 4A,SHEET 8,THE 1"X 2.75"X.650'.MULLION(LENGTH=721,OPENING WIDTH=701)HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE - 4' 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION m LENGTH [01 -2 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5ANGLE CLIPS WITH(4)#12ANCHORS HAVEACAPACITY OF 885 LBS.THOUGHEITHERONE COULD BE USED,THE STANDARD CLIP IS EASIERTO INSTALL. zU)3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILLAPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THEINSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES ARID FENESTRATION PRODUCTS TO MULLION. coIN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, �W O NOCD ANCHOR&-{IN!-WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 3z –I I—A1ULL WIDTH 636 LBS ~ J (60 PSF)X( )=524,9 LBS (MAYBE USED TO QUALIFY#10 StEEL SCREWS FROM TABLE 48) OPENING WIDTH 72.7 PSF i Z m E THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2 18'.THE OPENING REQUIRES A IN DESIGN PRESSURE OF+50.0/55.0 PSF. rcZ FOR THE VERTICAL MULLION: Z Q N o 1)INITIALLY ASSUMING THAT A 1`WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32•+72'+1"=105'AND THE OPENING WIDTH IS 36"+36"+l"=73".REFERENCING SHEET 25, Q ZDo THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8`AND WILL 03 90�� MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. uj _J o e EXAMPLE 2:MULTIPLE MULLIONS UJ Q- MULLWIDTH FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375-MULLION(LENGTH=108',OPENING WIDTH-80')MEETSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250•MULLION(LENGTH=.108',OPENING WIDTH=80')HAS ADESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d U) N SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �_ F i�o 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 �� PRODUCTS 23� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35.112'+35.1/2•+2"=73). tI 21 USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED I ,VERfII CONCRETE HEADER AND SILL ARE 8"WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE, MULL ON N� - USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1f2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND MULLI LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. & DETAILS. DETAIL E, OPENING SHEETS 2-3 SHEET FOR THE HORIZONTAL MULLIONS: HEIGHTBECAUSE 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 FOR u IZ MULLION TYPE COULD BE CHOSEN. RODUCTRBVI ED_ MULLION TT L9 COIDItlyln$vibllll)CFiorlda 1)THE MULLION LENGTH IS 36"AND THE OPENING HEIGHT IS 32"+7242"=106.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE u8dlog Codc USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250-MULLION(Q LENGTH=42",OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ! SEE DETAILS• 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' 1IazrJ)Ade Produol Control SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'1CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2a (4)3/tfi'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED T 11 I I!I I ANCHOR CAPACITY OF 521 LBS. \�� Y LYNAI dk 3s,MORIZ. 3s,HORIZ 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 �� .•'�\CEN8F �FQ _ MULL LENGnf MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q' '•,�� OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE ISA#12 STEEL SCREW. N O.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: -- +/.64.7 PSF FROM THE VERTICAL MULLION; '-v.•, 7�°t'r S u � +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; - t 'O +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). %�C) ATE F THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. ;'C(�'••,ACORIOT;.•'G�\� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION "/sS PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.0 N MIll P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALlTRIANGULAR LOADING: n 6 Q�W��N R Q �7I PW PWa o PW �� Iz zLL 04 SH/DH SHIOH SHIDH SH/OH i PW PW Z yNm 4p/A 4 4 4 _— i / / / o o / / / w o- O LILL OF WINDOWS NOT ANCHORED OADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / / / 'y' M ~ SWITH INTERSECTING HORIZONTAL MULLIONS i / / / HINGED F- J DOOR 7 O SGD Z g I LOADING OF VERTICAL MULLION ' IW PW I LOADING OF HORIZONTAL MULLION ,7j W o �Z LOADING OF HORIZONTAL MULLION Q a t PW j z Q 04 o N �0 0 I I <PW PW PW - PW Q O SH/DH SH/DH I — C) O Q 4 SH/DH SHIDH Q.•-I Z mO O 0 go SHIDH Of w LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLIONI I PW PJI W HR I 1 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGED I NOTES: DOOR PW PW 1 RODUCT REVISED j 1)DRAWINGS ARE uYdlupgYQudc 1ili 8i�FloAdda RERESENTATIONS OF TYPICAL a1plonw Ao �r-Y ©S j PW CONFIGURATIONS. PW MAYCONFIGURATIONS TED FROM O O 1 MAYBE EXTRAPOLATED FROM SP1 GCoaC01� THOSESHOWN. I / / n j 2)IF THE LOADING TYPE CANNOT �� LYNN ((v� I BE DETERMINED,USE `��.0`.•"�.."•• PW RECTANGULAR LOADING. Q,:• A1C Sg '• _ rz, PW PW ••.1(( 3)SEE PRODUCTS'APPROVAL FOR _ 58705 �� No. ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION - O`f PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j / j, �-`t�-S �� I VATE GOOF :•�� j SGD :��'•., 0R10I`•''• I LOADING OF HORIZONTAL A.LYNN MIU �C\\'` LOADING OF VERTICAL A.LYNN MIULER�,.P.E. MULLION MULLION FL P.E.#58705